The URL can be used to link to this page

WS-19-1455Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: WS-06-19-1455 ftnNv,�t9assification: Permit Type: Windows/Shutters Window/Door Replacement Permit Status: Approved Issue Date: 06/27/2019 1 Expiration: 12/24/2019 Parcel Number 1234 NE 94 ST, Miami Shores, FL 1132050100210 Contacts MARIA GABRIELA CONTRERAS Owner ELI BRAVO Owner 1200 NE 97 ST, MIAMI SHORES, FL 33138 1200 NE 97 ST, MIAMI SHORES, FL 33138 Other:3059492371 Other:3054942371 EXTREME CONSTRUCTION GROUP INC Contractor NELLY MAROTT Business: 9546255051 Description: REPLACE BY IMPACT WINDOWS (14) AND DOORS (12) WITH WHITE FRAME GRAY GLASS *elevation certificate required for TB inspection. Section C1 should be mark "Building Under Construction" *Final survey and elevation certificate is require prior to Fees Amount Application Fee - Other $50.00 CCF $52.80 DBPR Fee $5.40 DCA Fee $3.60 Education Surcharge $17.60 Scanning Fee $15.00 Structural Review ($45) $45.00 Technology Fee $9.00 Windows/Shutters Fee $310.00 Total: $508.40 Valuation: Inspection Requests: $ 87,191.28 305-762-4949 Total Sq Feet: 1,500.00 Payments Date Paid Amt Paid Total Fees $508.40 Check # 1137 06/25/2019 $50.00 Check# 1144 06/27/2019 $458.40 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor tgdo the,Wprk stated. Authorized Signature: Owner / Applicant / Contractor / i a Date June 27, 2019 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING RECEIVED FBC 201 Master Permit No. Eo- 1Z- l�:? - 2- 9 93 Sub Permit No. A (,�`06- I'" - I ❑ REVISION ❑ EXTENSION EJRENEWAL ❑ PLUMBING ❑ MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF CANCELLATION SHOP �f l CONTRACTOR DRAWINGS JOB ADDRESS: v3L4 Iv —1 (` �f � ST- City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 1" 320 0 1 c) ~ 0 Zt o Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 11 Q) ?Ay0 Phone#: C Address: 3L4 �if q11-1 T1', -S'r I City: State: Y Cl G Zip: Z 3 g Tenant/Lessee Name: Email ne#: CONTRACTOR: Compahy Name: ( (7(iSI31.1(Jt �h �/Q(,/�Phone#: V!5��t 8 220 , ,.,� Address: Z3 Z i� a. S W (Iergyn City: ( EL,t,LC�112.Y'AA''" State: in lr-(_ � Zip: 3 ` 31,5r Qualifier Name: �oJ/�Jl�l,lA a Y >� Phone#3w f 9-7 ZZd //r State Certification or Registration �' 352, j L{ 1O 7A Certificate of Competency #: DESIGNER: Architect/Engineer: A I— Cal Yb o a & ,yo- .(� ? Phone#: Address: Gf 3&y �i�t/V7 c6�iy oY `Z 2� City: f `� Yyy� State: °F1�'_I Zip: 3 % 3 Value of Work for this Permit: $ Square/Linear Footage of Work: T, Type of Work: ❑ Addition ❑ Alteration ❑New Repair/Replace ❑ Demolition Description of Work: W jrjd.0W5 114 Specify color of color thru the: Submittal Fee $ 96'y" Permit Fee $ Scanning Fee $ Technology Fee Structural Reviews $ Radon Fee $ Training/Education Fee $ CCF $ DBPR $ CO/CC $ Notary Double Fee $ Bond $ TOTAL FEE NOW DUE $ 47=18 o (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature qnn— —eV Y t i !L OWNER or AGENT The foregoing instrument was acknowledged beforemethis day of /y//9Y 20 by � I —y,0 who is personally known to ge or who has produced identification and who did take an oath. NOTARY PUBLIC: FRANCISC0 A. SANCHEZ Sign: Y 64 : G Print: A— � A E' Corn Seal: �� Expires 9/16/2019 ,," '-,ti as Signature CONTRACTOR Theforegoingfforegoing instrument was acknowledged before me this / c.� day of IP44C/ 20 -If by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: � a SC�1 A. SANCNEZ Sign: a e"-rAG f tiaC,DuC Print: STA I A om Seal: Expires 911612019 t/1` v APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3205-010-0210 Property Address: 1234 NE 94 ST Miami Shores, FL 33138-2947 Owner ELI BRAVO MARIA GABRIELA CONTRERAS Mailing Address 1234 NE 94 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 4/3/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,719 Sq.Ft Lot Size 25,350 Sq.Ft Year Built 1950 Assessment Information Year 2019 2018 2017 Land Value $958,380 $912,272 $912,272 Building Value $132,551 $132,551 $189,242 XF Value $672 $672 $672 Market Value $1,091,603 $1,045,495 $1,102,186 Assessed Value $1,091,603 $1,045,495 $336,232 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Cap Assessment Reduction $765,954 Homestead Exemption $25,000 Second Homestead Exemption $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES BAY VIEW PB 40-16 LOTS 23 & 24 LOT SIZE IRREGULAR Generated On : 6/25/ Taxable Value Information 2019 2018 2 County Exemption Value $0 $0 $50. Taxable Value $1,091,603 $1,045,495 $286. School Board Exemption Value $0 $0 $25. Taxable Value $1,091,60$3 $1,045,495 $311. City Exemption Value $0 $0 $50. Taxable Value $1,091,603 $1,045,495 $286. Regional Exemption Value $0 $0 $50.. Taxable Value $1,091,603 $1,045,495 $286. Sales Information Previous OR Book - Pace Qualification Description Sale Page 30787 11/10/2017 $1,242,500 Qual on DOS, multi -parcel sale 4412 26652- Sales which are disqualified as a re 10/15/2008 $1 2900 of examination of the deed 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 Appra and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version https://www8.miamidade.gov/Apps/PA/propertysearch/ 6/25/2019 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: /'� qW4 TYw4A_ - Wilq E A(0+4. Qualifier/ ner Signature Date Pr' t 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) C 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) - if Owner is doing the work, include the Owner Builder Disclosure. C 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 7/22/2009:11/17/2014 EXTREME CONSTRUCTION GROUP Contractor's Licence #CGC1521468 06/25/2019 State of Florida County of Miami -Dade Before me this day personally appeared %1 U PMQ++ who, being duly sworn, deposes and says: That he o sh will be the only person working on the project located at: 1234 NE 94th St Miami Shores, FI 33138 Contractor Signature Sworn to (or affirmed) and subscribed by WU MdAlt before me this Z� day of .201% Personally Known OR Produced Identification Type of Identification Produced iW Notary Public Stags of lFbrida Guftmina O Mua �lawo- ExpimsOOMMM Print, Type or Stamp Name of Notary Notice to Owner - Workers' Com Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 nsation 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. Signature: /// `' "" L( I L, Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this 261` day of u M 2011 By V) i3kqeO who is personally known to me or has produced as identification. .t, .�- SEAL:------------- u v>' Notmy Public mate of Flaida Guillefmina O Mtie 06/11/2023 M IAM i•MIAMI-DARE COUNTY on 1,711 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.miamidadg.gov/econamy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade Coght� •l;roduct Control Section (In .Miami —Dade County) and/or the AHJ (in areas other than Miami-•Iiade CoiSKI reservZ the right to have this product or material tested for quality assurance purposes. lf.fi% produei or material fails to perform in the accepted manner, the manufacturer will incur the expense of j444 testing an4 the AH may immediately revoke, modify, or suspend the use of such product or material avithin their 4urisdictiotL• • • •; RER reserves the right to revoke this acceptance, if it is determined by Miami—Dd&Co my Predtatptontral.... Section that this product or material fails to meet the requirements of the applicable boftig code.: • o • • • • • This product is approved as described herein, and has been designed to comply Vit$'the Florft Building• • • ; • Code, including the High Velocity Hurricane Zone: :': DESCRIPTION: Series "SH-700" Aluminum Single Flung Window — L.M.I.. • • • • APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung )kla2U, Imftict",•Sheets 40 0 0 • through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer,' signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile impact Resistant. LABELING: 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. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0630.08 Expiration Date: March 26, 2021 ( I Approval Date: November 30, 2017 ( -Page ,I - PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact', sheets 1 through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS.3Q2-94 2) Large Missile Impact Test per FBC, TAS 2Q1-9.4 • • • • • • • • • • • ; • 3) Cyclic Wind Pressure Loading per FBC, TAS203-94 .":'. •. ... .. .... along with marked -up drawings and installation diagram of a F...Y.i • lxding glas.s door,.. • a PVC fixed window and an aluminum sliding glass door, using;.Kodispace 4$G TPS" spacer system, Duraseale spacer system, Super Spacer® NXTT%spacer sy;tem•and Xl-, • • • • EdgeTM spacer system at insulated glass, prepared by Fenestratf bh'ltsting.LaMatory,"' • • Inc., Test Reports No. FTL-8717, FTL-8968 and FTL .Y.9�4,. dated' * 11716115'," •:' 06/07/16 and 06/02/16 respectively, all signed and sealed by Wniis:Ortega, l .E. . • •, ; • (Submitted under previous NOA No. 16-0714.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 . • •. • 2) Uniform Static Air Pressure Test, Loading per FBC TA5 M-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) Manuel ere P.E. Product Contr Ex iner NOA No. - 6630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 0 • • • • 2) Cyclic Wind Pressure Loading per FBC, TAS 2U: -94 so** • • • • • • along with marked -up drawings and installation diagram of aq jtiji�jnum singta hungL ' • window, with fin frame, prepared by Fenestration Testing Labara:oxy, Inca Test •, Reports No. FTL-4649 and FTL4723, dated 08/11/05 and I /0&0� respectively, both signed and sealed by Edmundo Largaespada, P.E. "" • • • • • • • ...... . ... ..... (Submitted under NOA No. 05-1018.01) • .. .. .. . ...... 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94,...... • 2) Uniform Static Air Pressure Test, Loading perTIAC TAS 292-94 ....:. 3) Water Resistance Test, per FBC, TAS 202 ,V4 • • • ; • • �; ..4) Small Missile Impact Test per FBC, TAS 20*f-94' ' 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4647 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 7. Test reports on:. 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4646 and FTL4648, dated 08/10/05 and 08/11/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) "A"ud �J'4A;I_z an el ere P.E. Product Contr 1 Exa finer NOA No. 7- 30.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014) and FBC 6ch Edition (2017), dated 06/22/17, prepared by manufacturer, signed and'sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS . • . *see 1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Compan�'gMA) ...... for their "Saflez Clear and Color Glass Interlayers" dated 032j jt�, expiring on 05/21/21. *so* .. 41 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray Amerkw,4nc. far t'%eii "Trosifol® Ultraclear, Clear and Color PVB Glass InterlayW'Uted 0.1719717, expiring on 07/08/19. F. STATEMENTS • 1. Statement letter,of conformance, complying with FBC 51h Editidik (2014) and•I+VC 611 Edition (2017),1 dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL4957, FTL4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647, FTL- 4648, FTL-4649, FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 5. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.06, issued to PGT Industries, Inc. for their Series "SH-700" Aluminum Single Hung Window - L.M.I., approved on 08/18/16 and expiring on 03/26/21. an r z, P.E. Product Co rol E aminer NOA-0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-3 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A.090' KURARAY TROSIFOL! PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX `PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL 'PVB (BY KURARAY AMERICA, INC.) OR .090" SAFUE)e PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX* PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) D. 7116"LAMI CONSISTING OF (2) LITES OF 3/16- ANNEALED GLASS WITH A.090' KURARAY TROSIFOC PVB (BY KURARAY AMERICA, INC.) OR .090' SAFLEX a PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) F. 7116" LAW CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A.090- KURARAY TROSIFOL PVB (BY KURARAY AMERICA, INC.) OR .090' SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) G. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" KURARAY TROSIFOL *PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) H. 13/16" LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090" KURARAYTROSIFOL• PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX *PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) I. 13116" LAM] IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFO�VB (BY KURARAY AMERICA, INC.) OR .OBO" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) J. 13116" LAMI IG: (1) LITE OF 1`8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" KURARAY TROSIFOL PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) K. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7116" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A.090' KURARAY TROSIFOE PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX 'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH A.090' KURARAY TROSIFOL PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) M. 13/16" LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" KURARAY TROSIFOL 'PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) CODES/STANDARDS USED: .2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION .2014 FLORIDA BUILDING CODE (FBC), STH EDITION I -ASTM E1300-04 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION - *ALUMINUM DESIGN MANUAL. ADM-2015 •AISI S100-12 -AISC 360-10 j NOA DRAWING MAP SHEET GENERAL NOTES.............1 GLAZING DETAILS............ 2 DESIGN PRESSURES.......3 ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS............ 5 PARTS LIST ....................... 6 EXTRUSIONS .................... 7 CORNER DETAIL .............. 7 ANCHORAGE .................... 8-11 Matedal Min. Fy Min. Fn Steel Screw 92 ksi 120 ksi Elco UltreConlb 155 ksi 1T7 ksi 410 $3 Elco C eteFleu® 127.4 ksi 189.7 ksi 806375 At rninum 16 ksi 22 ksi A36 Steel 38 ksi 58 ksi Gr. 33 Steel Stud 1 33 ksi 45 ksi 3. DESIGN PRESSURES: (SEE TABLES 1-3, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCf REVISED n �r4yiR6withtheF'I" 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Building CO& Acccptm CeNo ( • D OS�� L-Fe 7. REFERENCES: TEST REPORTS FTLA645, FTL-4646, FTL-4647, FTL-4548, FTL-4649, FTL-4650, FTL-4651, FTL-4723, FTL-4957, FTL-4958 AND FTL-5063. BANSVAF&PA NDS FOR WOOD CONSTRUCTION MmduetALUMINUM DESIGN MANUALL • e • • • • • • • 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. • • • • • • • • • • • • • • • ••• • • ii �� .• "" l ' ENgF'••, D4♦G TssE 61GeLOCiT9.THIS PRODUCTHAS BEEN DESIGNED & TESTED TOCOMPLYWITHTHE REQUIREMENTS OFTHE FLORIDA8WILDIN"DE, , OG ' HURRICANE ZONE (HVHZ). 56705 k 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED. yy. •• ••• • ••• • 1070TECHNOLOGV DRIVE �M" • • • • • • ' 3fA OR I ` N. VENICE. FL 34275 G' L �TF t • • • �LORLO�,•' (B41)I80-t6W -* ,�� • ALUM.•91NGkE HUIYG AVIIJDaW, IMPACT CERT. OF AUTH. N29296 W. �7 S1�� , �NA�tEt.t JAR OG•ON17 6 UPQA7ED AlJCF/OR4CETO F8C 2017. CCPnaOrr 1 +.`.•� +.� - e.. w- w," A. LYNN MILLER, P.E. F. AHA6 1J. 22SNT r rtl wNisnes�RvEC ® 8H7W NTS 1 s 11 4040 ZO G FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • ••• • • • ••• • • GLASS BITE LI C44NI II] 1 I I Ili GLASS BITE Part# Description Material 71 Kommeding 46G TPS Spacer System See this Sheet for Materials 72 Quanex Super Spacer nXT with Hot Melt Butyl 73 Quanex Durassal Spacer 74 Cardinal XL Edge Spacer v tfl I--1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 7/16" LAMINATED 5116" LAMINATED GLASS 80,81 or 82 7/16" LAMINATED GLASS 83,84 or 85 71-74 71-74 a EXTERIOR INTERIOR (ALL SECTIONS) "PVB" = KURARAY TROSIFOL 1/2" NOM. 12" NOM. PVB INTERLAYER 46 GLASS BITE 46 GLASS BITE or SAFLEX PVBINTERLAYERBY EASTMAN CHEMICAL COMPANY 38 70 38 70 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER .090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3116" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 7/16" LAMINATED AIR SPACE AIR SPACE j�� 1/8" ANNEALED OR TEMPERED GLASS 118' TEMPERED GLASS 13116" NOM. I 13(16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 86,87,88 or 92 13/16" LAMI IG GLASS W/ 7/16" LAMI 89,90 or 91 ALUMINUM CONE HOT -MELT BUTYL REINFORCEMENT POLYISO- DESICCANT FILL AREA STRUCTURAL BUTYLENE 6/16" NOW STRUCT/q" SILICONE NOM. FOAM 3118" NOM. BUTYL 8 S116' N�7 Ste' SILICONE SEAL POLYISOBUTY WITH DESICDESICCANT WITH DESICCANT ROLL -FORMED STAINLESS STEEL EXT.GLASEXT.GLASS I EXT. GLASS EXT. GLASS •• •a• • •• NT. GLASS INT. GLASS INT. GLASS • • • • • • • • I�•'✓�"'"' • KODISPACE SUPER DURASEAL® • • • .? •XL F A.T'� i i • • • 71 4SG TPS 72 8 SPACERWNXT" 73 SPACER SPACER 1u7o TECHNOLOGY DRIVE • • •. - • • • • • C N. VENICE, FL34275 • BAWLS • • • • (941) 480-16M • • '�. *�� SHEET CERT. OF AUTH. A2M • • ALUM•. SIflita'l.E AUNG V D W /MPATW C LOVYRIpHTOSmt • rr• • •r•ft r. rmwtwee,1- ® SHMO FUN I 2 11 4040 20 ,ux rtonre nE" — • • • • • • • • • • ••• • • • ••• • • NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. PRODUCT REVISM complying wish the Florida S¢ilding Code Acwptm- No / D$ Expirango Date ... .t rYNM * . No. 5870S STA OF T.. TONAL 00 A. LANWLL R, P.E. FL P.E.# 58705 111 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 63" _ 66- J _ 68" 70" 72" 74" TABLE 1. 76•• 48" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 .80.0 50" A,B,M +80. D -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 -80.0L77. -80.0 +79.0 -79.0 62" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -s0.0 +78.6;-7.8 -77.3 +75.9 -75.9 631/8" A,B,M +80.0 �0.0 +80.0 80.0 +79.6 -79.6 +78.2 -78.2 +76.9.9 -76.4 +740 -74.0 UPT0531/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -W.0 +80.0 -80.0 +g0.0 80.0 +60.0.0 -80.0 +80.0 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 31W "1. 60 6/8•' 63" 72" 74" TABLE 2, 76" 48^ A,B,M +80.0 -80.0 1 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 1 -70.0 +70.0 -70.0 1 +70.0 .70.0 50" A,B,M +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 62" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.8 -67.6 W 1/8" A,B,M +80.0 80.0 +80.0 -80.0 +80,0 80.0 +75.0 -75.0 +BB.O $8.D +gg.7 �6.7 +85.5 85.5 UP TOW 1/8 C,D,E.F,G,H,I,J,K,L +80.0 80.0 +80.0 80.0 +80.0 -80.0 +60.0 80.0 +70.0 -70.0 +70.0 -70.0 +70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE 3 BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 78" FLANGED AND 76" INTEGRAL FIN) WIDTH GLASS TYPE 1 17 V8" 1 2211/16" 1 28 3116" 1 33 3/4" 1 39 5/16" 4413116" 1 60 3/8" 1 5615116" 531/8" D,E,F,J,K,L4 +80.0 1 -80.0 1 +80.0 1 -80.0 1 +80.0 -50.0 1 +80.0 I -B0.0 1 +70.0 -70.0 1 +70.0 -70.0 1 +70.0 -70.0 1 +70.0 -70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 5/16" LAMI -(IIV'A,.090,1/8"A) FTL4647, 4648, 4723, 4957 B. 5/16" LAMI -(1/8"A,.090,1/8"HS) FTL4647, 4648 C. 5/16" LAMI -(1/8"HS,.090,1/8"HS) FTL4647, 4648 D. 7/16" LAMI- 3/16"A,.090, 3/18"A FTL-4645, 4885 E. 7116' LAMI - (3/16"A,.090, 3/16"HS) FTL4645 F. 7/16' LAMI - (3/16"HS,.090, 3/1(rHS) FILr4645 G. 13/16" LAMI IG -1/8" T. AIR SPACE, 5116" LAMI - (1/8"A,.090,1/8"A) FTL4646, 4723 H. 13/16" LAMI IG - 1/8" T. AIR SPACE, 5/16" LAMI - (118'A,.090,1/8"HS) FTL-4646 I. 13/16" LAMI IG -1/8" T, AIR SPACE, 5/16" LAMI - (1/8"HS,.090,1/8"1-IS) FTLA646 J. 13/16" LAMI IG -1/8" T, AIR SPACE, 7/16" LAM] - (3/16"A,.090, 3/16"A) FTL4649, 4650 K. 13/16" LAMI IG - 1/8" T, AIR SPACE, 7/1W LAMI - (3116"A,.090, 3/16"HS) F7L4649, 4650, 4958 L. 13/15" LAMI IG - 1/8" T, AIR SPACE, 7/16" LAMI - (3/16"HS,.090, 3/16"HS) • • I'Lo 0, 4660 • • • • • M. 13/16- LAMI IG - 1/8"A, AIR SPACE, 5/10" LAMI - (1/8"A,.090, 1/8"A) FnZoet . :• • • • • "O" MEETING RAIL HT. "X" SASH "O' HT. MEETING RAIL t -- I "X" SASH J 'IT. •O MINUS SASH HT. HT. MEETING RAIL j "X" S H NOTES; 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DE510>!•I PRESSURE (OF +44.01PSi 016 LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. • • • • • • • • • • • • 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1' FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAXIMUM. 4. GLASS TYPES C, G. H, AND I MAY BE USED IN SASH ONLY • • 606 5. REFER TO ANCHOR QUANTITY TABLES 6-8 FOR ADDITIONAL DP 1ftTECHNOtbGY DSIVE • • • • LIMITATIONS. rT 1VI��E,,NICE.114tRL 34275 DESIGN PRESSURES ,IR OB/OBH7 MG IVO CiLWGE5 7x1s SHEET. Cl�4T. OF AWK #2B288 . • . AC(yl7L SINGLE HUNG WINDOW, IMPACT •A GY.'J- Wb: COPYRIGM 03011 ® i�1�Wit iMv ..� p"A,y Na W. F.K. 11AX 2,2"7 u a. s rx�s - S. NTS 1 3 + 11 4040-20 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODIIC'r REVISM . cn>>m49L•: wh"a GYM a'Amio8Co& M-4- 1 \\\{111111 LYNIV _\ *P No. 58705 --o *_ A. LYNN+LLER, P.E. FL P.E.# 58705 1�49 5/8" MAX. FIXED 7171 DLO (ALL) SEE DLO I O % TABLE SEE DLO ' TABLE X I (MAX) / J_ 1- 48 1/4" MAX. VENT DLO (ALL) DETAIL A 1/1 B— SEE DLO TABLE O j ISEE DLO+ ABLE JV X j —53 1/8" MAX. FLANGED WIDTH - 52 1/8" MAX. I.F. WIDTH D 75" MAX. I.F. p —J HEIGHT SEE DLO TABLE 76" MAX. L FLANGED 3e 7ns^ MAX HEfHT T 1 SASH SEE DLO 75" MAX. I.F. HEI HT SEE TAI 76" MAX. FLANGED HEIGHT 20" SASH SEE DLO HEIGHT B O i75" MAX. A I.F. HEIGHT 76" MAX. FLANGED HEI HT SEE NO E4 DETAIL B VIEW (STANDARD SASH) O X E� I 75" MAX. I.F. E - J HEI HT 76" MAX. FLANGED HEI HT 20" SASH HEIGHT DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) *00 NOTES: • • • • • . • • 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. • . • • • • • • • • • 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. • • • • • • • • • • • • 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B 8 C) ARE BASED ON A THREE OVER TWO FORMAT. O70 TECHNOLOGY 0 ?v • • �� 4N. VENICO, FL 34275 • :841) 0-1 • • 'I•• • N• R�Mb.e F_RT.OF..JTH.92D29% • 00 • JR WIOW17 G P/O CHANGES TH/S SHEET. • By. [h1r t) POTwWlTTl9, MC. F.K. W1A% J.J. 1JZ3'07 lLnicv*er+c -- Wf700 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • C D SEE DLO TABLE O J� 7/ SEE OLD TA" X // 75" MAX I.F. HEI HT 76" MAX. FLANGED HEIGHT LE4 N DETAIL C RADIUS TOP (STANDARD SASH) SINGLE HUNG WINDOW, IMPACT NTS 1 4 • 11 •..a- 4040-20 PRODUCT REVISFD u —Plyvg with dw FbAfi Dvfldmg Codc AampEaD a No I (P3D" D r:.�„>a1. Due � �021 NG. 58705 T ATE OF '/S'CNAL 6N�'��• /1/11I111 01, A. LYNN MILLER, P.E. FL P.E.# 58705 HEIGHT r::� MAX. FIXED LITE DAYLIGHT OPENING OUTSIDE VENT DAYLIGHT OPENING I- 2.784-1 IFFIR II INSIDE 9 7,8OR1 NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING 1 _ -- _ L 0- ME Ifl-�• I I OUTSIDE �----MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN Qf) FRAME SECTIONS INSIDE 47 2.946 HIGH SIFL 2. 30 Low SILL 48 —1L HIGH SILL LOW SILL HEAD 68 2.710" I.F. FRAME tl 53 A wa �I OUTSIDE I �" (NIGH SILL) o� 52 (LOW SILL) SEE NOTE ABOVE • • • • ge54 • • 3 t 30 12 ULTRALIFT 69 • • • • • • : • • • • •�ALIFT J ONLY 12 ONLY SECTION C-C SECTION B-B RADIUS TOP ALTERNATE HIGH SILL (LOW SILL SHOWN) • • (HEAD DETAIL -FLANGED V jb10 TE MCLO FL only • • • SEC LIONS • A.�VE"NICf!FL 34275 • :941)4f.1600• • CHANGES 7HAS SHEET. aar- of ern1. uxezea • i • • • AL ID/. SINGLE HUNG WINDOW, IMPAC COPfRInHT.9 7 YY"Vitlt Ba4e Ylnrt 6V7 "` a•," 1f3 � SHM Half 1 5 a 11 4040-20 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTE: BALANCE PARTS USED BASED ON SASH WEIGHT 9,10.11,15,16 '4 2.710" PRODUCT REVISED w complying wil6the FkCM Building Code Acecplaece)4, / "0* .0 �� a�riT LYNN11 �� * : No. 58705 �O •' TE O A. LYNN MILLER, P.E. FL P.E.# 58705 ITEM DWG.# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 2 1155 #8 X 1.000 QUAD PN. SMS 781 PQA 3 4003C FLANGE FRAME SILL (LOW SILL) 612226 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1625 6 4004 FLANGE FRAME JAKE 612227 7 4025 SASH STOP 612244 8 1 4025 ISASH STOP (EGRESS)1.125 LONG 612244 9 4029 SPIRAL BALANCE, 3/811, 5/8", OR 11/16" 10 1080 BALANCE COVER, 3/8" OR 5/8" 6BALCVR918 11 #8 X .750 PH. PIN. SMS 7834AA 12 BALANCE BOTTOM BRACKET 7BALTBKT 13 1085/1086 SASH TOP GUIDE 42504 15 #8 X 1 PHILLIPS FLAT HEAD S. STL 78X1 FPAX 16 1080-1 BALANCE COVER,11/16' 6BALCVR670 17 4053 SASH STOP COVER 64053 18 4029-1 SASH BRACKET 7ULBRKT 19 #8-32 X 12" LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C FIXED MEETING RAIL 64054C 23 4006C SASH TOP RAIL 64006 25 1235 WSTP.,.170 X.270 BACK, FIN SEAL 6TS16G 26 1096 SWEEP LATCH 71096 27 1016 #8 X.625 PH. FL. SMS 7858 28 4007 SASH BOTTOM RAIL (LOW SILL) 612230 30 1226 WSTP.,BULB VINYL STP249 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 35 1622 LAM SETTING BLOCK 3/32" X 25/64" X 1" 71622K 38 1052 -LAMI IGSETTING BLOCK I"X3/4"X1/16" 71052K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247W,K 38 1225 VINYL GLAZ. BEAD BULB (THIN) 6TP248K 41 4039B GLAZING BEAD, 5/18 LAM. GLASS. 64039B 42 40448 GLAZING BEAD, 5/16 LAM W/GRILL KIT 644703 44 4222A GLAZING BEAD, 7116" LAM 642.22 45 985C GLAZING BEAD, 7/16" LAM W/GRILL KIT 6985 48 4067 GLAZING BEAD, 13/16" LAMI I.G. 64067 1A FRAME, I.F. HEAD 64071 2A FRAME, I.F. LOW SILL 64072 3A FRAME, I.F. HIGH SILL 64073 4B FRAME, I.F.JAbB 64074 fi 09 SILL LATCH (EGRESS) (LOWSILL) 764009 88 SPRING, SILL LATCH EGRESS 7SPRNG 40 SILL LATCH (EGRESS) (HIGH SILL) 62740 14 SCREEN FRAME (HOR. 8 VER.) 61014 1630 SCREEN CORNER KEYWIRINGS 7 1631 SCREEN CORNER KEYVWOUT RINGS 74631 E '1073 SCREEN SPRING 7C 1624 SCREEN SPLINE-.135 DIA. FOAM • 6f6t4K • • r1:I6*T1-f9� � t941)4!A-1fi00• GIRT. OF WITH. #20208 OO GHTOA 7 PGT •GUSTRes. m. ILL RiGHfB RBCRVFD ITEM DWG# DESCRIPTION PG7# 60 1635 SCREEN SPLINE -.135 DIA HARD 61635K 61 SCREEN CLOTH 51816 63 503 GLAZING CHANNEL (.688 X.500) 6533402 64 1161 #6 X 1.000 PH. BUGLE TEK 706X1 67 GLAZING TAPE, 1/16 X 12 - 7/16 LAM 626VI510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 4050A I FLANGE FRAME SILL (HIGH SILL) 64050 70 ISILICONE, DOW 791, 899, 995 OR GE 7700 80 A GLASS, 5116" LAMI, (1 /B"A.090 PVB,1/8"A) 81 B. GLASS, 5/16" LAM, 1/8"A.090 PVB,1/8"HS 82 C. GLASS, 5/1W LAM, (1/8"HS,.090 PVB,1/8'"S) 83 D. GLASS, 7/16" LAM, (3/16"A.090 PVB,3/16"A) 84 E. GLASS, 7/16" LAM, (3/16"A.090 PVB,3/16"HS) 85 F. GLASS, 7/16" LAM, 3MS'HS,.090 PV6,3/16'HS) 86 G. GLASS,13116" LAMI IG; 1/87, AIR SPACE, 5/16" LAM, (1B"A.090 PVB,1/8"A) 87 H. GLASS.13/16" LAMI IG;1/8"T, AIR SPACE, 5/16" LAM, (1/8A.090 PVB,1/8'HS) 88 1. GLASS,13/16"LAM IG; 1/8"I', AIR SPACE, 5110" LAMI, 1B"HS,.090 PVB,1/8"HS) 89 J. GLASS, 13/18" LAM IG; 1/87 AIR SPACE, 7/16" LAM, (3/16"A.090 PVB,3/16"A) 90 K GLASS,13/16" LAM IG; 1/8"T, AIR SPACE, 7/16" LAM, (3/16"A.090 PVB,3/16"HS) 91 L. GLASS, 13/16" LAM IG; 1/8"T, AIR SPACE, 7/16" LAM, (3/16"HS,.090 PV8,3/16"HS) 92 M. GLASS,13,M6" LAM IG;1/8"A AIR SPACE, 5/16" LAM, (1/8"A.090 PVB,1/8-A ) 2.784 '_EI 1.830i .062 47 FRAME, I.F. HEAD #4071A, 6063-T6 .062 NOM • • • # • �• •• • • • •• 1FRAME, I.F. HIGH SI j #4073A,6063-T6 • gPRtS LIS7 •AC SING • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 48 FRAME, I.F. LOW SILL #4072A 6063-T6 2.374 2. ;-0 6 71 THICKNESS OFRAME, I.F. JAMB #4074B,606346 (USED AS RADIUS TOP HEAD) NTS 1 6 s 11 1 4040-20 PRODUCT REVISED m' 4� IYut6 with th4 Florian B,,td "Cd, .LY/yN� /., _ . _ICE....... • �( No.58705 sr'�� ......'tORIDIG "'r;S'ONAL 0 A. C*N,WILLiO P.E. FL P.E.# 58705 I- 2.784 --{ T 1.363 .062 O FLANGE FRAME HEAD #4002A,6063-T6 062 2.830 2.330 F----2.764---I 1 749 O FLANGE FRAME SILL (LOW) #4003C,6063-T6 S12.710 _f F--1.513--{ .738 062 .490 .040 062 �+-1.451 O O SASH STOP O SASH STOP COVER 6 FLANGE FRAME JAMB 7 #4025, 6063-75 17 #4053, sos3-rs #4004,6083-T5 (USED AS RADIUS TOP HEAD) -�{ 1.342 ff .062 155 21 FIXED MEETING RAIL #4054A,6063HD-T6® 2.279 {--- 2.326 ---I 1l 1.707 .062 .D62 1 or 47 I.F. FRAME 2 II 6or50 6or50 SEALANT ALONG ENTIRE JOINT I.F. FRAME i� SEALANT OR GASKET I AT HEAD AND SILL I VIEW - - - A VIEW E-E - - (1/1 &VIEW HEAD 8 SILLL,, RADIUS ADIUS TOP SILL) (RADIUS TOP HEAD ONLY FRAME CORNER CONSTRUCTION .050 1.165 � .678 .062 1.3as GLAZING BEAD, 5116" 41 #4039B, 6063-T5 23 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) #4006C,6063HS-T6 #4007,6083-T5 h .-2.784--I 69 FLANGE FRAME SILL (HIGH) #4050A. 6063-T6 CHANGES THIS {�-2.326-+1 2.638 .062 7L-il O SASH BOTTOM RAIL (HOHf #4051 A, 6063-T5 31 SASH SIDE RAIL #4008, W63-T5 ry�OS II r F .678 1.096 45�-►{U� T O GLAZING BEAD 7116" #4222,6063-T5 • • • 1.060•--4�i678 • • • • •1.1�5--17----••y 1 • •: 6UjZlt&BEAD, 7/16" v #9WC,6063-TS (USED W/ GRILL KIT) 40d EC0010GY DRIVE • N. VENIC6, FL 34275 • • • (941)00-1000 • CFWT. OF �tYK A296 • • • corr"i•h7omn • • .o eCaw owhs�.to • ... . . . . Or . . . . . . . . . . . . . •• •• . . . •• •• ... . . . ... . . .050 - .678 1.096 -T 42 GLAZING BEAD, 5/16" #40446, 6063-T5 (USED W/ GRILL KIT) .683 .050 -�-- �� 1.097 46 GLAZING BEAD, 13/1i #4067,6063-T5 I FRAME CORNER DETAIL HUNG WINDOW, IMPACT Half 1 7 r 11 1 4040-20 WELD ALONG SCREW BOSS (2) PRODUCT R WISED �ss complying with the FIOMS R.ikdmg Code A-pta No • 042i0 e.h inHoo D ft .LVN/V4k No.58705 ••� zo..... 6�G��• A. Cs�•�a, 1s�)�.E. FL P.E.# 58705 ANCHOR QUANTITIES FOR 1M FLANGED WINDOWS T T _ — _ TABLE 5. WINDOW HEIGHT SUBSTRATE: 26.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 ANCHOR TYPE: oO N z Z M N Z Z m O N Z Z M O N Z Z m p L)l N Z 0 Z M O �C, Z Z M O N Z ZM A N ZZ GLASS WINDOW 04 O' U pN U O U ON V O�ON U U O U O U v O�OciO` 0 L � U Oni U � O U ON L) O' O WIDTH TYPE C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H,I,J,K,L 1:2 1 1 1 1 1i2 1 1 1i2 2'2 1:2 2!2 2 2 2,2 212 2 2 2'2 212 2i2 2'2 2 2 2i2 2;2 22 2,3 2i2 313 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 qg M 1i2" 17 1'1 1.2 1.1 1;2 2,2 1':2 212 2 2 2!2 2:2 2 212 2 2 2 2,2 2i2 2 2 2 2 2i3 -.. 212 3;3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H,I,J,K,L 1'2 1:1 12 1i2 L'2 1! 2. 212. 12 212 2�2 212 2 2 22 2;2 2.2 --. 2',3 _ _. 2i2 2 2 23 2 2 2i3 313 212 313 24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 tit 111 1�2 112 1 2 1 2 2,2 1112,212 2;2 212 212 212 212 2 2 2 3 2'2 212 2;3 2,2 2':3 33 2 12 313 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 H,IJ,KL 1'2 112 2'2 2 3 112 2i2 2 3 1i2 2;3 2,3 2i2 2;3 2'3 2 2 23 313 22 3,3 3.4 3 2 3i3 3 4 33 4 4 �� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T2 1;2 2 2 2 3 1;2 2i2 2!3 1i2 2 3 23 22 2:3 213 2 2 2j3 3 3 2 2 3 3 3 4 3'2 3;3 3i4 3 3 4'4 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 H,IJK,I 2`2 1?2 212 2 3 1i2 2'3 2r3 212 2;3 2`3 212 213 2j3 2 3 213 314 23 3j3 3,4 3+3 3,4 315 313 414 37.000 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AB,M 2 2 1;2 - 22 2'3 1'2 _ . 213 2 3 2';2 213 _ 2!3 2,2 2',3 2;3 2;3 2 3 3,4 2,3 3,3 3A 3.3 3 4 3 5 3�3 4'4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 2 2 1:2 2;2 213 2;2 2'3 213 2�2 2'3 2'3 2.3 213 2i4 2j3 3!3 314 2;3 3 4 3:5 3 3 3:4 4 5 3'3 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AB,M 2 2 1'2 2 2 2i3 2:2 213 2:' 2i2 213 2;3 213 23 2i4 2.3 3'3 314 2 3 3 4 3'S 3 3 3�4 415 3;3 4j4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 2 2 212 2 2 2i3 2,2 2'3 Z3 2I2 3 3 2i4 2j3 3 3 31 213 313 314 23 3`4 3'5 3`3 3 4 4,5 3 4 4 5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AB,M 2 2 2 2 2j2 2;3 2,2 2:3 2,3 212 3i3 2 4 2 3 313 3;4 2,3 3j3 3 4 2i3 314 3:'5 3;3 314 4'5 3i4 415 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2._- 2 3 2 2 3 2 2 48.000 H,I,J,K,L 2 2 2i 2 2 2 2 3 2, 2 2 3 3.4 2! 33;3342j334 i 34233,43533 1 343'6334',5463:,455 1 _2- 2 2 2_ 2_ ?_..._ 2 2 2 2 2 2 3 2 2 3 2 2 qg M ,_ 2 3 ... 3,4 213 3 3 ._2 . 3,4 2!3 3.4 „2 314 2.3 3;4 3 5 _._._ 3,3 3 4 3,'5 3'3 4 5 4 6 3.4 _ _.. 5i5 222 2?2 222 2i3 2':2 PSF 72 1 791 79 1 ••• • • • • • • C A E,F,G, 2 2 2 2 2 2 2 2 2 2 2• 2 3 •2 3 2 3 3 2 3 53.125 H,I,J,K,L 2 2 2; 2 2 2 2 3 2 2 2. 3 314 2 3 3 i 4 3: 4 2' 3' 3• 3:3 3 •3 4:4 6 3T4 4 5 4 j 6 3 4 5 6 2 2 2 2 2 2 2 2 2 2 2 2 2 3 •2 2 3 2 2 3 2 3 ABM 2 2 2 2 2 2 22 3 3',4 2 3 3!4 3 4 2.3 3 4 3:4 3:3 3i4 3:5 3 3 4 4 4 5 344 '5 4,6 314 415 2 2 2 3 N. VENIC& FL342I5 • • (941)490-1600•• • CENT. OF;JJR IR7 M • LOPYftI•IYO , • ANCHORAGE NOTES: 1. ANCHOR TYPES: I - 1/4" ELCO ULTRACONS OR hi SCREWS INTO METAL 2 - 1/4" ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS, HEAD - 181/2" MAX. FROM TOP CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQUIREMENTS. TADI L VCV- MAX. PSF (DP LIMITED) 118 HEAD 2 JAABOVE 2 3 MB MTG. RAIL JAMB BELOW1 MTG. RAIL (FULL DP) HEAD 2 JAMB ABOVE 213 MTG. RAIL JANB BELOW MTG. RAIL SEE TABLE 1 FOR FULL DP &NUORAGE SPACING, 1/1 WINDOWS • • • ALUM. SINGLE HUNG WINDOW, IMPAC f • = I IVT'S I $ r 11 G".Yaw 4040-20 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ps or+I� P4n4lr nmidiog (fade q� •ep,a,ce rto ' r G.oinrion Date �G.� �'�:.•' LICENSE'• _ No. 58705 -0� ) 7:' �- STATE (` CAS,'••'Zo�oRRtut, G1�?`: A. LSMidVU44��`\ FL P.E.# 58705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE: 29.655 37.155 44.655 52.155 59.655 87.155 74.655 76.000 ANCHOR TYPE. o "O N v z NO^ON U .O zch0 O o U z NOON L) 0 zv+0 O o 0 z NO' U o zch0 -ON 0 o U z NO' 0 0 z -ON L) 0 0 0 0 z NOON 0 2 o n0 0 z NOON c> U zmo U o cU Z�Zo;O NO c> U ON c� o O Z_z NO O U O U WINDOW WIDTH GLASS TYPE C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 1 1 1 1 1 2.2 1 2'1 1 2;2 1 2 2 1 2;1 1 2;2 1 212 1 2 2 1 2;2 1 212 1 2 2 1 2 2.2;2 1 1 2 2 1 2 2 1 3 2 1 2i2 1 3!2 1 3;2 1 2;2 1 3;2 19.125 A,B,pq 1 1,1 1 1:1 1 11 1 2i2 1 2 1 1 - 2`:2 1 - 2!2 2 1 2:2 2!2 212 212 2!2 2 2 2 2 2;2 2 2 2 2 - 3:2 2!2 - 3.2 - 3'2 212 _ 312 PSF 79 24.000 C,D,E.F.G, H,I,J,K,L 1 1 1 1 tit 1 1I1 1 2i2 1 1,1 1 2!2 1 212 1 2f2 1 2r2 1 212 1 2r2 1 2.2 1 212 1 22 1 3;2 1 3i2 1 2;2 1 312 1 3;2 1 2i2 1 3j2 1 3.2 1 2'2 1 3.2 A,B,M 1 1 1 1 1'1 1 1;1 1 2!2 1 1 1 1 _.. 2 2 1 2:2 1 - 2i2 1 212 1 212 1 _.... 2j2 1 212 1 2�2 1 2 2 1 3 2 1 3 2 1 22 1 3 2 1 3i2 1 2 2 1 3 2 1 3 2 1 2 2 1 _. 3I2 PSF 68 77 32.000 C,D,E,F,G, H,I,J,K,L 1 1 1 1 1,1 1 1 1 1 2i2 1 2;2 1 2 2 1 2.3 1 2i2 1 2 2 2 3'3 1 212 1 33 2 3 3 1 3,2 1 3i3 1 3 3 1 2i2 1 3i3 1 4;3 1 3 2 1 4'3 1 4,3 1 3 2 1 4'3 ABM 1 1 1 1 1;1 1 1 1 1 2'2 1 2,2 1 2:2 1 2;3 1 22 1 2,2 2 313 1 2;2 1 313 2 3:3 1 312 1 3'•3 1 3 3 1 212 1 3i3 1 4 3 1 3�2 1 4'3 1 4'3 1 3!2 1 413 PSF 59 67 79 37000 C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 1 1 2 2 2 1 2 2 1 2!2 2 2:3 1 22 2 2;3 2 3 3 1 2 2 2 3;3 2 3:3 1 3 3 2 413 2 3 3 1 3'2 2 3 3 2 4!3 1 312 2 453 2 4 4 1 3!2 2 413 1 1 ABM 1 1 1 1 1i1 1 1 1 2 2 2 1 - 2,2 1 2�2 2 - 2 3 1 2':2 2 - 2,3 2 3i3 1 _- 2i2 ._ 2 3 3 2 _ 313 1 r- 313 2 ... 4i3 2 - 3i3 1 - -. 312 2 _13 3i3 2 4 3 1 - - 3�2 2 -'--_.._ 4i3 2 414 1 3I2 2 - 4!3 PSF 54 1 79 62 79 40.000 C,D,E,F,G, H,I,J,K,L 2 Ill 2 111 2 11121 12 2 2 2i2 2 2i2 2 23 2 pl2 2 313 2 33 2 2 2 2 3°3 2 4;3 2 3'.3 2 4 Fil313 2 2 3 3 2 4 3 2 4 4 2 313 2 413 2 414 2 313 2 5'3 A,B,M 2 1 1 2 1 1 2 1 1 2 2 2 2 2 2 2 ..-.-_- 2`2 2 2 3 2 _ 212 2 3 3 3'3 2 2.2 3 3 2 4,'3 2_ 3 3 2 4i3 2 _._ 3 3 2 .,.__ 3 3 2 4 3 2 T... 4,4 2 3.3 2 4T3 2 4 4 2 3':3 2 513 PSF 49 79 56 1 79 79 44.000 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 2 3 4 2 2'3 2 313 2 4;4 2 373 2 4 3 2 4;4 2 3'3 2 4 3 2 4 4 2 3�3 2 4•:3 2 4 4 2 9'3 2 5'4 1 1 1 1 1 1 2 2 2;2 2 2 3 3 2i2 3,3 ABM 2 1 1 2 1 1 2 1 1 2 2 2 2 - -. 2?2 2 2 2 2 - . 3,3 2 — 2!2 2 - - 3 3 2 -- 34 2 - 2;3 2 - T 3 3 ._2 4i4 2 3 3 2 4 3 _.. 2 4'4 2 3'3 . 2 4'3 2 _r 4:4 2 3 3 _ 2 4'3 2 414 2 3;3 2 5I4 PSF 45 74 51 74 79 79 48.000 C,D,E,F,G, H,I,J,K,L 2 1 1 2 1 1 2 1 1 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3i3 2 3 4 2 3r3 2 3,3 3 4;,4 2 3,3 2 4 4 2 4 4 2 3 3 2 4 4 3 4i4 2 4,3 2 5;4 3 4 4 2 4:3 2 5'4 ABM 2 1 1 2 1 1 2 1 1 2 2 22 2 2 2 2 2 2 2 313 2 272 2 313 2 3,4 2 3';3 2 3 3 2 3 3 2 4:4 2 4 4 2 3 3 2 4,4 3 414 2 4 3 2 5i4 3 4 4 2 2 PSF 41 67 46 67 76 79 • • • • • • • • 53.125 C,D,E,F,G, HJ,J,K,L 2 1 1 2 1 1 2 1 1 2 2 2 2 2' 2 2 2, 2 3 3 3 2 3' 3 2 3' 3 3 4 4 2 311 3 • 4 �• �� ... 3 •3• ._.... i 4 4 �� S 4 4 3 6' 5 2 4 3 3 5.4 3 5 5 2 4' 3 3 5' 4 A,B,M 2 2 2 2 2 2 3 2 3 3 2 3,3 3 4 4 2 33 3 4i4 3 4.4 2 3 3 3 4 4 3 4 4 2 3i3 4 4 3 5i4 2 4 3 3 5.4 3 5,4 2 4 3 3 5 4 11111111 1 1 2 2 2!2 2 2 3 S CHANGES 4/04E0"1*GY DRNE • • •• • N • FL347/5 • T \ • gatl+leo-tsoo • CatTT_ . OF OF6LJVH. #3D•198 • • ! C� • COPYR*M 0 7 • • I ••• • • • • or • • • • • • • • • • • • • • • • • • • • • • • • SINGLE HUNG WI NTS 9 d 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCOULTRACONS OR #12 SCREWS INTO METAL 2 - 1/4' ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD-18112" MAX. FROM TOP CORNERS JAMBS - 17 112" MAX. FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQUIREMENTS. TABLE KEY: MAX. PSF JAMB ABOVE 3 3 MTG. RAIL fRcouc•R6VLsm JAMB BELOW ..—dyigwkk(IN 11409s MTG• RAIL milaing Code Acceptance Mo / -D .Ot} F.. irat Fate, �LDZi FULL DP By I'IEAD 2 R^.iami Ptn&ut JANB ABOVE 2' 2 MTG. RAIL 1" �O�Y LYAI JAMB BELOW UCENSF ;Q� A': No. 5870,5 = SEE TABLE 2 FOR FULL DP / * _ O� WDARD VIEWF�ORIOP.. ' N�� ' OW IMPACT ,SZO/�qq�� NC?`� A. &NN,ylj4LE12, P.E. .r.. rr 4040-20 G FL P.E.# 58706 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD & JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. SUBSTRATE: 17.125 22.668 28.211 33.754 39.296 44.839 50.382 55.925 ANCHOR TYPE: o Np 3 U Z-z" NO O U O U o N U NO V v rz ON U 0 D?O O z_ze?O NO U 0 ON U a O z_zm0 NO O v CIN O o cJ z_zq NO v c1 ON v o D c1 Z�zmO NO o L� ON U o r, Z-Zc'20 NO O c> Oc1g U o 3 U 2�2 NO U U O U WINDOW WIDTH GLASS TYPE 19.125 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24.000 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 ...2 1 2 1 2 1 2- 1 9 1 3- 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 2 _. 3 1 2 1 3 2 3 1 3 1 3 1 3 1 2 1 3 1 4 1 3 1 4 1 ..4. 1 3 1 4... 1 5 1 3.. 1 6- PSF 79 37.000 D,E,F,J, K,L 1 1 1 1 1 1 2 2 1 2 2 2 2 3 1 2 2 3 2 3 1 3 2 4 2 3. 1 3 2 3 2 4 1 3. 2 _.4_ 2 . .4 1 4 2 5., 2 _....5_. 1 4 2 5 PSF 79 79 79 79 40.OD0 D,E,F,J, K.L.i.. 2 2 1 2 2 2 2 2 2 3 2 _. 3. 2 2 4 2 3_ 2 4. 2 4 2 3 2 4 2 4 2 3 2 -.5.. 2 -4 2 -4 2 -._5 2 5 2 4 2 6 1 2 2 3 PSF 79 76 79 77 79 79 79 44.000 D,E,F,J, K,L 2 1 2 1 2 2 2 2 2 2 3.. 2 3 2 .. 4 2 ._ 4 2 4 2 ..4... 2 _ 3 2 _5 2 4 2 3 2 5 2 5 2 4 2 5 2 5 2 4 2 6 1 2 ....2 ... 2 3 PSF 78 79 70 79 79 71 79 73 76 48.000 D,E,F,J, K,L 2 2 2 2 2 2 2 2 3_ 2 3 3- 4 2 4 2 4 2 5 2 4 2 5 ....5. 3 2 4......_8.....5.. 2 3 2 4 2 e 3 8 2 5 2 e 1 1 1 2 2 2 3 PSF 71 79 63 71 79 64 74 66 7T 69 09 53.125 D,E,F,J, K,L 2 2 2 2 2 1 2 1 3 2 3 2 3 2 4 3 3 5 2 4 3 5 3 6 2 5 3 3 6 2 5 _3 7 3 6 2 1 5 3 1 7 1 1 1 2 2 2 3 3 4 4 6 ANCHOR QUANTRIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE & SASH HEIGHT SUBSTRATE: 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.1D6 ANCHOR TYPE. o m QOQ N �j ' N U 0 z U 0 Qo i5� N$ Q N V` 0 z U 0 L? o N Q 3 0 z c' o 0 z o 0 Qo 1S( N$ o Qz N V^ 0 z 0 0 � 5J^[ N s 0 Qz N V pie U 0 q pQ N$ Q' N V 0 zz V 0 q QQ N$ 0 pz N U' 0 �z% 8 L� N cZQ� N Cl 0 Zp V WINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 fl 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 4 2 3 4 2 1 3 37.000 79 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 1 3 3 4 1 3 3 4 1 3 1 4 40.000 74 2 2-T 2 2 2 2 3 2 3 3 2 3 3 3 3 4 1 3 3 4 3 4 4 1 3 1 4 44.0D0 66 78 • • • • 2 2 2 2 2 2 _ 3 2 3 3 3 4 3 It 1:3Z_*% 3 1 4 5 3 4 48.000 63 72 79 • • • • • • • 1 • 2 2 2 2 2 2 3 2 3 4 1 3 1 3 4 41 4 3 3 1 4 5 3 4 53.125 73 66 66 72 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 1 3 4 5 1 3 1 5 r 5 3 5 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO ULTRACONS OR #12 SCREWS INTO METAL 2 - 1/4' ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 181/2' MAX. FROM CORNERS JAMBS - 171/2' MAX. FROM TOP CORNERS 11 1/2' MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 5/8" MIN. TO 38" MAX. 5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE, 7. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQS. TABLE 7. KEY: MAX PSF SEE TABLE 3 FOR (DP LMMTED) 112 FULL DP HEAD 2 JAMB ABOVE 2 MTG. RAIL (FULL P) HEAD 2 JAMB ABOVE 4 MTG. RAIL PRODUCT REVISED - cem *ing with du Fkrid. ©.0dieg Code A wm«ra► -0632X E 0 D. ZI TABLE S. KEY: MAX. PSF OF LMMTED) 112 JAMB BELOW 2 MTG. RAIL BI M �Ds&Pkq' FU�PIe JAMB BELOW 2 MTG. RAIL SEE TABLE 3 FOR FULL DP - - _0 - OOTECHNELOGYDRIV@ • • • 1N VENI(A FL 34275 • fWGNOf7AGE SPACING, CUSTOM VIEW •laatlhl60 • • O&ANGE3 THIS SPIFFY. &RRT.oF4UTH.#n2W i • • SINGLE HUNG WINDOW, IMPACT CCPMOHTOA» ® arwsa r c wwNyxs. 23N1 KLRIDHi! we9ERVfD SHM NTS 10 11 4040 20 �P��•' �10ENyF M/`�F �' No.58705 t" ., ^ ATE O' ' ��` G� �",,/j0NAL 'E A. LYNN 41dkW, P.E. FL P.E.# 58705 ••• • • • ••• • • T EXTERIOR INTERIOR NOTES: 1-3/4" MIN. EDGE WOOD ANCHOR 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY 1 (ULTRACON ANCHOR) (ALL HEAD AND SILL DETAILS) (SEE NOTE 2 & 3) APPROVED 1/4" ELCO ULTRACONS OR 1/4" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM 2-1/2' MIN. EDGE CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1 3/4" FOR ULTRACONS INTO CONC., 2-1/2" E.D. FOR ( CRETEFLEX ANCHOR) (SEE NOTE 1 & 3) 2x WOOD BUCK ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONIC. (SEE NOTE 3) 1' MIN. EDGE 2, FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5), 3.35 KSI MIN. CONCRETE 1/4" SS4 CRETE-FLEX FOR DETAILS B & D OR 0.131"0 x 2-1/2" COMMON NAILS (F1667 NL CM S 07 Z (8d)) Sd PENNY SS ZINC COATED COMMON NAILS, TYPE I, STYLE 10—FIN MOUNTED 1 3/4. MIN. -- '' _ ONLY (SEE DETAILS E, F AND G THIS SHEET) ' 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE OPTIONAL tx _ ----� 1 3/6" TOTAL THICKNESS IS LESS THAN 1 1/2". Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE WOOD BUCK —L S f—`' — MI • INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE (SEE NOTE 3) 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE 114" I ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. MAX. 1/4' '4. FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF SHIM SHIM 6063-T5 AND A MINIMUM OF 1/8" THICK. FOR ATTACHMENT TO STEEL OR STEEL STUDS, DETAIL A DETAIL B THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF .045" — THICK. THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL TYPICAL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x R 1-3/4" MIN. EDGE (ULTRACON INTO CONC.) WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL 1-1/4" MIN. EDGE (CMU) ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN 2-1/2" MIN. EDGE (ULTJCRETEFLEX INTO CMU & CRETEFLEX INTO CONIC.) PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED 1-314 MIN. EDGE (GONG.) 1/4" MAX. SHIM 1 3/8" MIN. 1/4" MAX. SHIM CONCRETE ANCHOR � 0 FH BELOW MEETING RAIL. (SEE NOTE 2) Ulu 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU Ix BUCK OPTIONAL WITH SOLID CONCRETE OR CMU SUBSTRATE (SEE NOTE 3) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 5. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO _r CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 1" MINf.EDGE FLORIDA BUILDING CODE. WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2) 4 INTERIOR (ALL JAMB DETAILS) EXTERIOR 1/4" 5/8' MIN. EDGE 2-1/2" EMBEDMENT M" n SHIM I I WOOD FRAME 131" DIA. MIN. x 2 1/2' NAIL, AT CORNERS AND 5" O.C. 2-1/2' IIBII 1 II�lV�111��H� EDGE FRAME 6/8" MIN. EDGE -131" DIA. MIN. x 2 1/Z dial,• • • • • M114" AX. AT CORNERS • SHIM AND 5" a.:. • 0 • • % 0 • • • • • • • 2-1/2" EMBEDMENT DETAIL F, (HEAD) DETAIL• E, (JA&;) • • • • DETAIL G, (SILL) TYPICAL INTEGRAL FIN ANCHORAGE 1(r7N?VENICELR 34OGO �� • • • • •41, ANOHORA Z-DETAILS I941)4eoae.o • k • ' •' ALUM-' SQXt HUNG WINDOW, IMPACT dflNH/17 G REVISED T17 MATCH NEW2tl17 FBCANCHORAt3E. CERT. OF AHTOA R♦i29H • r: aww o� covmro"Toxl� • • ®• �w+m• • ••� a".t o..mc- 11,W J.J. y W7 w"�',�,"„:;' 'vNO.e SH700 N7J 11 + 11 4040-20 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED a cemplysng with the Plaids Building Code Acaepum m No I1- 0jap. 08 E-,�+ileta•D�e �1D21 v 11InnIil LYNIv �. ,Ap........... 1t r No,58705 �7Dp� .• E OFPi I �� A. LYNPI (aIIR, P.E. FL P.E.# 58706 MAW NDiADE MIAMI—DADE COUNTY 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.sov/economy X.S. Windows, LLC 3550 N.W. 49 Street Miami, FL 33142 SCOPE: — This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their juri4ftfibp. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dada County Prod$ e Contrdl Section that this product or material fails to meet the requirements of the applicable Djilamg code 0 • • • • This product is approved as described herein and has been designed to comply • • e Florid Buildin • • • • • P PP P y; Yi i g Code, including the High Velocity Hurricane Zone. .... .. (DESCRIPTION: Series "ES-8000" Aluminum Window Wall System - L.M.I. • • • • • • • • • • • APPROVAL DOCUMENT: Drawing No. W07-60, titled "Series 8000 Aluip• % idow 4Wa11 �ystej� .... (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 5.2, 6, 6.1 and 7 through 12 of 12, dated D&G3/07, with revision E dated 10/20/17, prepared by Al-Farooq Corporation, signed and sealed by Javad;khmad, P.E., bearing the - Miami -Dade County Product Control Revision stamp with the Notice of Acceptarjce ptlpiber and expiratiop• . •,,; 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, Barranquilla, Colombia, 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. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termin4tion 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 and renews NOA No. 17-0227.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0129.05 Expiration Date: April 03, 2023' Approval Date: April 12, 2018 y01 11�Page 1 1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-0204.06) 2. Drawing No. W07-60, titled "Series 8000 Alum. Window Wall System (L.M.I.)", sheets 1 through 5, 5.1, 5.2, 6 and 7 through 12 of 12, dated 08/03/07, with revision D dated 10/21/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 • • • • 4) Large Missile Impact Test per FBC, TAS 241 -94 ; 000: • 5) Cyclic Wind Pressure Loading per FBC, TAS 011- 94 • • • • • • • . ; • along with marked -up drawings and installation diagram of an a1u6inum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No; • • • • • FTL-8372, dated 03/24/16, signed and sealed by Idalmis Ortega 1'.t. • • ' •: • •. ..... .... ..... 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • • • • • ; • • • • • • 2) Uniform Static Air Pressure Test, Loading par.BBC, TAS 2.02--94 .' 3) Water Resistance Test, per FBC, TAS 202-44 0 : : • • • ; • • • • • � • 4) Large Missile Impact Test per FBC, TAS 2Q1--84. :....: 5) Cyclic Wind Pressure Loading per FBC, TASK •203--94 : •;„• • 6) Drop Load Test, per CPSC 16 CFR 1201 (400 foot-pound impact) along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5447, dated 12/19/07, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 08-0204.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014), dated 01/06/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel 529.05 P.E. Product Controliner NOA No. Expiration Date: April 03, 2023 Approval Date: April 12, 2018 E-1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0714.01 issued to Kuraray America, Inc. for their "Trosifol XT Glass Interlayers" dated 10/09/14, expiring on 07/08/19. . (Previously `Butacite") 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 1. Statement letter of conformance, complying with FBC 51' Edition (2014), and of no financial interest, dated 01/06/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Distributor Agreement between, E.S. Windows - Energia Solar S.A., $�t?cuquilla, Colombia and E.S. Windows, LLC, Miami, Florida, U.S.A., dated i0/20/14; soi�ned by ' Carla Garcia Torrente and by Andres Chamorro respectively. • (Submitted under NOA No. 12-0308.36) 000000 3. Private Labeling Agreement document in conformance to Prgdetet•.Contrpt guidelines000 • dated 04/09/09 signed by Jose Nunez. ' " ": .0 00 (Submitted under NOA No.12-0308.36) .... • • • .. • ..... . 4. Laboratory compliance letter for Test Report No. FTL-5447: dri9viod by Fenestration . Testing Laboratory, Inc., dated 12/19/07, signed and sealed fiy Michaek R. Wenzei * • • • • P.E. (Submitted under NOA No. 08-0204.06) • • • • • 5. Testing Proposal issued by the Product Control Section, dated 10/16/14, signed by Jaime Gascon, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0727.05, issued to ES Windows, LLC for their "Series "8000" Aluminum Window Wall System - L.M.I.", approved on 08/06/15 and expiring on 04/03/18. P.E. � Product Co NOA No 18- 29.05 Expiration Date: April 03, 2023 Approval Date: April 12, 2018 E-2 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W07-60, titled "Series 8000 Alum. Window Wall System (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 5.2, 6, 6.1 and 7 through 12 of 12, dated 08/03/07, with revision E dated 10/20/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 .... 6) Drop Load Test, per ANSI Z97.1 (400 foot*ound impAat)........ along with marked -up drawings and installation diagram of an ahiminum yvirogw wall •; system, prepared by Fenestration Testing Laboratory, Inc., TeA7A1 brt No! ' """ FTL-9605, dated 08/16/17, signed and sealed by Idalmis Ortega;1; • • ; • • • •; .... . .. ..... C. CALCULATIONS 000000 0 0 • 1. Anchor verification calculations and structural analysis, complyuAgAith FUC'61P Edition (2017), dated 08/30/17, prepared by Al-Farooq Corporation; signed and sealed by Javad Ahmad, P.E. ' D. QUALITY ASSURANCE .. 1. Miami -Dade Department of Regulatory and Economic Resources (RER) .. .... E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6" Edition (2017); and of no financial interest, dated January 12, 2018, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Eel 0 0 0 Loll_111R"WIRI 1. Notice of Acceptance No. 17-0227.08, issued to ES Windows, LLC for their Series "8000" Aluminum Window Wall System - L.M.I., approv d on 05111117 anqexpiring on 04/03/18. Manue a E. �;roductControl xam er NOA No. 1 0 9.05 Expiration Date: April 03, 2023 Approval Date: April 12, 2018 E-3 5 3 S 4 E SEE SHEET 2 SEE SHEET 2 SEE SHEET 2 -`-- _- F I 10 I I E ---------- �- - FF------___` D• O I // 8 it \ Ij \ �i II SEE 'E.S.\WIN L.M.I. DOOR\NOA I� FOR DOOR RACING & DETAILS. C f, \ 4' MAX. 111 - ---__-_.-- 11\ HEAD/SILL MAX- MUWON SPACING ANCHORS TYPE A. B, C OR D 11 2, 3, 4 OR 5 AT EACH JAMB--' SEE SHEETS 5, 5.1 & 5.2 SERIES 8000 ALUMINUM WINDOW WALL SYSTEM THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 113Y OR 28Y 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-METAWC 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 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, 1 ANCHORS TYPE A, S. C OR D 2, 3, 4 OR 5 AT EACH SIDE OF MUWON--� SEE SHEETS 5, 5.1 & 5.2 INSTRUCTIONS: USE CHARTS AS FOLLOWS. 1 ,---DOOR MUWON ANCHORS SEE SHEET 7 D.L. OPG. WIDTH D.L OPG. WIDTH SEE CHART SEE CHART SHEET 2 N SHEET 2 N 13 O .�. J o� oN D.L. OPG. WIDTH SEE CHART SHEET 2 tz x 0 a OIN U j; oIN D.L. OPG. WIDTH SEE CHART SHEET 2 N � W = v=i a O U oW ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN Be VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. SINGLE LTTES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHIEN 2 OWODESSN ODAD OMACIT• • • • OF DESIRED GLASS SIZE. • • • • • • • • STEP 3 CHECK MUWON GOACITY FW•A GWAG*SPA`ING•ANDe • • • • HEIGHT USING CHARTS•ON SHF&TS i &94 F@R • • • • WINDOW WALL MUhLWN AND SHEETS IS, • 7 F•R • • • • DOOR MULLION THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP 4 CHECK ANCHOR CAPACITY FOR WINDOW WALL SYSTEM USING CHARTS 406 SH6E"5, ',.1 & 6.2 • • • • • FOR DOOR MUWON AN(IHOR CAPAORY SEE CHAW • • • • ON SHEET 70 • • • • • • • • THE CAPACYT* SI#ULD M(CEEO•THE (E9GN LOAD. • • • • • • • •• • • • • • STEP 5 THE LOWEST VKUE RE9YLTMG FROM eSEPS• 2.3 AND •• • 4 SHALL APPLY TO ENTIRE SYSTEM. • • • • • • • 000 • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. LAMINATED GLASS LARGE MISSILE IMPACT JAN 19 2010 `1\1111111//A n � h J � � tA�an s 3rnM� Z 3 J m W LAB W � R 3 ' 42t 4 s PRODUCT REVISED ax cnmptyeg wi% the Fbadda Build-19 Code Aa�waeeeNal •a12 d�i� ,`�' ABLY; � Expin Date Z�!.3 3 TE OF ,py`� drawing no. By t.Aiaau oduclCx � '' 1��` sheet 1 of 12. 84" MAX, FRAME WIDTH 78 1/2" MAX. D.L. OPC. 14 MAX. SPACING FOR 1/4' SHIMS 8" MAX. SPACING 9 FOR 3/8" SHIMS � m� u D 9 w = N O / Z 3 Nx§ Z \ 'y O c 8 14' MAX. SPACING FOR 1/4" SHIMS 6' MAX. NFAn/ill I FOR 3/8' SHIMS CORNERS TYPICAL ELEVATIONELEVATION SINGLE (0) PANEL •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• MAXIMUM DtTV L4D P.AT19% � %.0 •PS? • • • • • `6 79.0 PSF • *00 (FOR SINGLE UNITS SHOWN IN THIS SHEET OR SILER) • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • SILICONE DOW CORNING 983 1 /4' HEAT STREN'D CLASS 090" Interlayer SentryCloa By 'Kurorey America, Inc.' 3 J k 1/4" HEAT STREN'D GLASS W N (/j < i OO 7 y] Z3� 3z—n M7 yy W 0 n III III I W V) F . "()DUCT REVISFD as c mplying wilh dM Florid8 De"°°gam- IR-DIW.E GLASS TYPE 'H1' N V9 1019g= § b STATE OFF drowing no. !2omo�_r��, W07-60 GLASS LOAD CAPACITY - PSF NOMINAL DIMS. 1GLASS TYPE 'A' GLASS TYPE '8' D.L.O. WIDTH D.L.O. KIGHT EXT.(+)/,NT.(-) EXT.(+)/IM.(-) 28' 32' 36' 1. 44-1/4" 1" 1. 56-1/4' 84-1/2- 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 - 130.0 80.0 130.0 80.0 130.0 80.0 130.0 1. 32" 36' 40' 44-1/4' 48' 52' 90-1/2' 80.0 130.0 _ 80.0- 130.0 80.0 130.0 80.0 130.0 B0.0 130.0 80.0 130.0 80.0 130.0 28" .32' 36" 40" 44-1/4" 48' 52' 96-1/2" 80.0 130.0 80.0 130.0 80,D 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 127.2 28" 32' 36' 1. 44-1/4- 48` 102-1/2' 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 - 80.0 130.0 80.0 128.9 28' 32" 36" 1. 44-1/4' 108-1/2' 80.0 130.0 80.0 1 130.0 80.0 130.0 80.0 130.0 80.0 130.0 28' 32' 36" 1. 44-1/4' 48-1/2 51-1/2 114-1/2- 80.0 130.0 8040 130.0 80.0 130.0 80.0 13DA 80.0 130.0 - _ 90.0 - 90.0 44-1/4' 48' 50' 120-1/2' - 90.0 - 90.0 - 90.0 44-1/4' 48' 126-1/2- - 90.0 - 90.0 40- 44-1/4' 46" 132-1/2' - 90.0 - 90.0 - 90.0 40 44-1/4" t38_t/2. - 90.0 - 90.0 NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. BA. 11 II ALTERNATE BUTTON BUMPER O IN LIEU OF VINYL SPACERO SILICONE -DOW CORNING 982 DOW CORNING 795 1/4' HEAT S1REN'D GLASS .090" Interloyer Trostlol PYS By 'kuraray Americo, Inc.' 1/4' HEAT STREWD GLASS � N is it i;l L 7 -DOW CORNING 983 DOW CORNING 795 1/4" HEAT STREN'D GLASS .090" Inlerloyer SentryGlaB By 'Kuraray Amertm, Inc.' 1/4" HEAT STREN'D GLASS t i_ Nm I. GLAZING OPTIONS •• ••• • • • • • •• . •• • • • • • • • JAN 19 2018 • . • • • ••• . NOTE: PRODUCT REVISED GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • • • • B ildi aploils dw Florida F3uildaig Code BASED ON ASTM E1300-09 (3 SEC. GUS�. s • •• Ac pmncallo� % • • • • . • • • • GLASS f1, • T§x da t • • • • • • • • • • • • • • • • • • • •• 1• • • • we •• ••• 0 • 0 ••• • 0 Z mT k q �g xN OW 0 'pp v o�m w 0 CQ 0a te 0 Q W=LL yz V) a b 3E ': '•11GFJ+dF'' � i � 70692 8T OF •ly, drowinao no. r D. W07-60 MULLION LOAD CAPACITY - PSF MULLIONS WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB 'J1' JAMB 'J1' JAIAB ,J2, JAMB 'J3' JAMB 13' ILULL '91' MULL 'lit' MULL 'M3' MULL '114, WIDTH (W) FWME HECHT DO. (+) INI. (-) EXT. (+) INT. (-) EXT. (+) P41. (-) EXT. (+) WT. (-) 1. 36" 42" 48" 54" 60' 88-1/2' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130A 130.0 130.0 130.0 130.0 130.0 130.0 130.0 127.J 130.0 130.0 130.0 30" 1. 1. 48` 54' 80' �. 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 u 130.0 130.0 130.0 130.0 130.0 130.0 130.0 122.9 130.0 130.a 130.0 114.9 130.0 130.0 130.0 1. 1. 42" 48" 34" 80" 96' 430.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 121.1 130.0 130.0 130.0 108.6 130.0 130.0 130.0 99.4 130.0 125.6 130.0 924 130.0 116.3 130.0 30' 36' 42' 48' 54' SB' 98-1/2" 130.0 130.0 130.0 130.0 127.6 13DO 130.0 130.0 111.8 130.0 130.0 130.0 100.0 130.0 130.0 130.0 91.4 130.0 118.8 130.0 B6.8 130.0 112.4 130.0 30. 36" 42' 48' 54. S8' 102" 130.0 130.0 130.0 130.0 114.5 130.0 130.0 130.0 100.0 130.0 130.0 130.0 89.5 130.0 120.9 130.0 81.8 130.0 109.8 130.D 79.4 127.7 106.7 130.0 30" 36' 1. 48' 53' 108' 113.6 130.0 130.0 130.0 95.9 130.0 130.0 130.0 63.6 130.0 120.3 130.0 74.6 120.0 107.0 130.0 68.8 110.7 96.4 130.0 30' 36' 42' 48' 52" 110-1/2' 105.9 130.0 130.0 130.0 89.4 130.0 130.0 130.0 77.8 125.2 114.7 130.0 _ 69.4 111.6 101.9 1 130.0 64.9 104.5 95.1 130.0 1. 1. 42" 1. SO' 114" 96.2 130.0 130.0 130.0 01.2 130.0 123.8 130.0 70.6 113.6 107.4 130.0 62.9 101.1 95.3 130.0 $0.8 1 97.7 92.0 t30.0 30' 36' 42" 48" 120' 112.3 130'0 130.0 , 30.0 89.3 I11.5 111.4 _ 130.0 60.2 96.9 96.5 130.0 53.1 86.1 85.5 130.0 NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. UNANCHORED JAMB OPTIONS MULL OPTIONS MULLION LOAD CAPACITY - PSF MUUIONS W/O INIEBMEOMTB BOBPLONTAI.4 NOMINAL DIMS. JAMB ']z' JAMB 'J3' MULL 'M4' WIDTH (W) FRNE HOOK EXT. (+) INT. (') 57' 120' 90.0 90.0 30 36' 42' 48" s4' 126' 90.0 90.0 90.0 S0.0 9D.o 30" 38" 1. 48' 52' 132' 90.0 90.0 90.0 90.0 90.0 30' 1. 42' 48' SO' 13W 90.0 90.0 90.0 90.0 86.9 1. 1. 42" 48" 144' 9DO 90.0 89.4 79.0 UNANCHORED JAMB OPTIONS MULL OPTIONS 6 3 JAMB 'JI' Iz N^4 Sx N^3 6.6509 2.8421 5 3 MULLION 'M1' Is M^4 Sz 61^3 6.7195 2.8757 ,2 6 3 JAMB 'J2' Iz 9t^4 Sz IN^3 10.6486 4.4452 12 5 3 MULLION 'M2' Iz Ri4 Sz IN" 3 10.8072 3.7590 WIDTH (W) m W1 AT FRAME JAMB WIDTH (W) = W2 + W3 • • • "FRAME MULLION ♦ Z • • • • • f • • • • • • • • •• •f• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t13 6 3 JAMB 'J3' Ix Rio Sz IN-3 ALUMINUM 6.6509 26421 STEEL 2.7506 1.2225 aAUT A +2914.6276 A,Inmx t13 5 3 MULLION 'M3' TX Ri^4 18N IN^3 ASLTUEMELINUM _ 61" 72557 x6.5 5224 S2z.67W537 STEEL 3.7533 1.668 6 TAL AM + h 51L x 2.9 1 a.8982 tiOµTjy + Ir m x 29 17.6047 - MULLIONS � JAN 19 2018 ```111......„J,,, o. 1U .'R000CT RF.YISFD a a MPIYMS witll the FMNid• - ' A. ) og I:xCK°ti�° - of •`: z I drawing no. W07 - 60 " MULLION LOAD CAPACITY - PSF MULLIONS NITII INTERMEDIATE HORIZONTALS NOMINAL DIMS, JAMB 'JI' JAMB 'Jl' JAMB 'J2' JAMB 'J3' JAMB 'J3' MULL 'yi' M11IJ. 'M2' MULL 'M3' MULL i(4, WIDTH (W) FFAME NOWT INT. (-) EXT. (+) INT. (-) EXT. (+) WT. (-) IXL. (+) INT. (-) 307 36' 42" 48• 54• 60" 78' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 30- 36" 42" 48' 54" W.1 86-1/2- 130.0 130A 130.0 13010 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 118.9 130.0 130.0 130.0 1 107.0 130.0 124.8 130.0 30' 36" 42" 0 54. 60- B0" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 119.2 130.0 130.0 130.0 105.9 130.0 128.1 130.0 95.3 130.0 115.3 130.0 30" 36' 4Y 96,.2 .0 130.0 130'0 130'0 .0 130.0 130.0 130.0 130.0 130.0 130.0 V30 130.D 126.7 130.0 130.0 112.6 130.0 5 122.1 101.4 130.0 JO' 35" 42" 1. Be s8" 98-1/2' 130.0 130.0 130.0 130.0 121.2 130.0 130.0 130.0 103.9 130.0 130.0 130.0 90.9 130.0 120.3 130.0 80.8 128.9 _ 107.0 130.0 75.2 120.0 99.6 130.0 30 38" 42' 4B' 54' 56, 102• 130.0 130.0 130.0 130.0 109.1 130.0 130.0 130.0 93.1 130.0 128.3 130.0 81.9 [; 130.0 112.2 130.0 72.8 117.0 99.8 130.0 70.2 112.6 90.2 130.0 30" 36, 42' 48' BY 108' 110.3 130.0 130.0 130.0 91.9 130.0 130.0 130.0 78J1 126Ji 114.4 130.0 89.0 110.9 100.1 130.0 62.5 100.4 90.7 130.0 30' 36' 42' 48- 52' 110-1/2- 103.0 130.0 130.0 130.0 85X 130.0 127.5 130.0 73.6 118.3 109.3 130.0 84.4 103.6 _ 95.6 130.0 59.4 25.6 88.3 130.0 30' 36' 42 48' W56.3 114" 93.8 130.0 130.0 130.0 78.2 125.7 119.0 130.0 67.0 107.8 102.7 130.0 58.6 94.3 52.8 130.0 90.5 86.2 110 30' 38' 42' 48" 120" 80.4 f 129.4 129.7 1 130.0 87.0 1 107.8 105.1 130.0 S7.5 92.4 92.7 130.0 50.3 1 80.9 81.1 130.0 UNANCHORED IAl® OPTIONS iIUIL OPTIONS MULLION LOAD CAPACITY - PSF WUIJJ&S VM MIM M IM HORIZONTAL' NOMINAL DIMS. JAMB 'J2' JAMB 'J3, MULL 'M4' WIDTH (W) FFAME HMM EXT. (+) INT. (-) 54' 57• 120" 90.0 90.0 30' W. 42" 48- 54' 126" 90.0 90.0 90.0 90.0 SOLO 30-0 36-.0 48'0 52LO 42'1176.2 30"0 38"0 42"0 48"6 50".1O38".042'.148'2 UNANCHORED JAMB OPTIONS MULL OPTIONS 12 t 3 JAMB 'Jl' JAMB 'J2' JAMB 'J3' Iz IN"4 Sz W"3 Ix IN"4 Sz IN"3 Ix W"4 9z 9Y'3 6.6509 2.6421 10.8488 4.4452 ALUMfN1J►f 8.6509 2.6421 STEEL 2.7506 1.2225 T��' h M1Al x9 14.6276 +b rnx 12 13 13 5 3 5 3 5 3 5 3 14 MULLION 'MI' MULLION 'M2' MULLION 'M3' MULLION 'M4' Tt IIY'4 SZ IN"3 Ix W"4 Sx IN'3 Lz IN"4 Sx LN-31 I Iz 01-4 Sz 1 "3 8.7195 2.6757 10.80 2 3.7 90 ALUMINUM 6.7195 2.6757 ALUMINUM 6.7195 2.6757 STBEL 2.7506 1.2225 STEEL 3.7533 1.668 TOTALbAVAIt 6SIL14.6962 hTOTAL +b9Rx 2817.6047 X 29 ALLM WIDTH (W) m W1 AT FRAME JAMB 00 es • • WIC„• ,,,• • W2 d M�3 • • *7b �'�Y�A"1VEii''M WON• • • 3 • • •• ••• •• • • • •• • • • • • • • • • • • • • •• • • • • • • NOTG: • • • • • • • • INTERPOLATION BETWEEN WIDTHS ALLOWED. • • • • • • • • • • ••• • • • ••• • • JAN 19 2019 PRODUCT REVISM 3 C6moyi%NMMI dw Flmlda A"' Code MULLIONS 70M :f7= S g TEOF- drowing no W07-60 1 � E.S. WINDOWS DOOR do TRANSOM p{ INTERMEDIATE SEE SEPARATENO HORIZONTALS E.S. WINDOWS OPTIONAL DOOR ALL FIXED LITES SEE SEPARATE W Z N A 0 a qII dI eryv / / it N / I = at LL i. _ /. A 111�� A •% II t II '/• A w I✓ '�. A n 2-' Q y M w dj A\ n Oaoo p a �¢---------------� - - n_ Q W m ! W7 W2 W1 W2 W7 _ W2 W7 f W2 W1 + w2 W1 + w2 W1 w2 W� + W2 WIDTH (W) - 2 WIDTH (W) - - 2 WIDTH (W) - 2 + 4 WIDTH 2 - n o q 3 W IT'�I- -�� . I �� 3 0 1 r 4• TYP. 4•-aeettt TIP, 4• TYP, a •7 M Z � J IAJM� F fill IIIII TYP. TYP. TYP. TYP. A2, B2, C2, D2 20$� ANCHORS TYPES' SEE SHEET 8 FOR DESCRIPTION SEE SHEETS 5, 5.1, 5.2 & 7 FOR ANCHOR CAPACITY CHART. g =_ A2 - (2) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION SEE SHEET 8 FOR ANCHOR DESCRIPTION. B2 - (2 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C2 - (2 ANCHORS TYPE 'C' AT EACH SIH OE OF JAMB AND MULLION • 2 D2 = (2) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION o o 9 9 o H a •• ... • . .• ANCHORS as A9 m (3) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION • • • • • • • • • o m B3 = ((3 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION • • • • • • • BAN ' 9 2A1$ c C3 (3� ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION • • • • • • • • • • • 6611111fil" o D3 3) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION • • • • • • • • • �� AN, A4 - (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION ��' ' ENS�c''•,® �� ii B4 = ((4 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION - C4 = (4 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION pRO1DUCr REVISEO D4 = (4) ANCHORS TYPE '0' AT EACH SIDE OF JAMB AND MULLION • • • • • • • • • • • as pimplying with Ux Florida Building Co&e A5 5 ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION • • • • Awe „ B5 = 5 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION • • • • • • • • • • • • f»7lg�,J` %(�•'•• A OF 6f/drawing no. C5 5 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLON • • • • • • • • • • • • • • • '�i 1Dr••.• ` c� '•..• .. W07-60 ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. NTYi bate Plo&ba �� ®(�}�`. �'��` ��1 1 11100 sheet 5 of 12 IL�I ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • N m 3 n Z q F o Z �a Sm A OJ 0 Q;C LL 0 8m' V 0 �O�� 4b8: O m S J n I m � k e W SEE SHEETS 5 AND B 3 0 to FOR ANCHOR DESCRIPTION. 1 v~i ? r7 M z3,m 3zt` N O ��5-j W O ROD'uCT RE.V iSF.D W ��,ntp7linE wide the Flo Ids + dm9 Code m F10 q, o a p renoa D-W � t q & HY of Cdi. cM: 3`end- • ANCHORS° g "s n irrrJ7� 10 `\,177uu ' �7CENy�'• �� 4 $ •' JAN 19 2010 • • • • • • • • • • • • Q '•, 1'E OF l4f` 7NJJNA1.t1�1� i1 drawing no. sheet5.tof12 ANCHOR LOAD CAPACITY - PSF NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE ANCHORS TYPE 'C• 1/4' MAX. SHIN 3/8" SHIM SPACE ]/2' SHIM SPACE S/8" SHIM SPACE 1/2" SHD[ SPACE 9/8" SHIM SPACE I/2' SHIM SPACE ANCHORS TYPE 'D' WIDTH (W) FRAME HEIGHT A2 A3 A4 A5 A2 A9 A4 A5 B2 H3 B4 H5 H2 B3 B4 H5 C2 C3 C4 CS C2 C3 C4 C5 D2 D3 D4 30' 61.} 91.9 t22.2 130.0 97.9 71.9 95.9 119.9 67.9 tO1.B 130.0 130.0 53.3 79.9 106.5 130.0 175.9 730.0 1J0.0 130.0 91.4 130.0 130.0 730.0 130.0 130.0 iJ0.0 38' S1.1 76.8 1p1.8 727.E 40.0 59.9 79.9 99.9 56.6 84.9 713.2 130.0 44.4 66.6 68.6 111.0 96.6 13D.0 I30.0 130.0 78.2 714.3 130.0 130.0 130.0 130.0 1J0.0 42' 86-1/2° 43.8 85.6 87.3 109.4 34.2 51.4 88.5 85.8 48.5 72.8 97.0 121.3 38.1 57.1 76.1 95.1 82.8 123.7 130.0 130.0 65.3 98.0 130.0 130.0 124.0 130.0 130.0 48' 38.3 57.! 78.4 95.7 30.0 44.9 59.9 74.9 42.5 83.7 84,9 106.7 33.3 49.9 66.8 83.2 72.4 108.2 130.0 130.0 57,2 85.7 114.3 130.0 1085 1J0.0 1J0.0 54' 34.0 51.1 67.9 85.1 28.6 40.0 53.3 66.6 37.7 56.6 75.5 94.3 29.8 44.4 59.2 74,0 84.4 96.2 128.7 t30.0 50.8 76.2 101.6 127.0 98.4 7J0.0 730.0 60' JO.fi 45.9 81.1 78.8 24.0 38.0 47.9 59.9 34.0 50.9 67.9 84.9 26.8 40.0 53.3 66.6 57.9 88.6 115.9 130.0 45.7 68.6 91.4 17i.3 88.8 130.0 130.0 30' S8.9 88.3 117.4 130.0 46.7 69.1 92.2 115.2 65.3 97.9 130.0 130.0 51.2 78.8 102.4 128.0 117.4 130.0 130.0 130.0 87.9 130.0 130.0 130.0 130.0 130.0 130.0 38' 73.6 97.9 122.7 38.4 57,6 76.8 96.0 54.4 Bi.6 1D8.8 130.0 42.7 84.0 85.3 106.7 92.8 130.0 130.0 130.0 73.2 109.9 130.0 130.0 730.0 130.0 130.0 4Y 90, 83.1 83.9 105.1 32.9 49.4 85.8 82.3 48.8 69.9 93.3 116.E 36.6 54.9 73.1 91.4 79.5 118.9 130.0 130.0 62,8 94.2 125.E 730.0 719.2 130.0 130.0 48' 55.2 73.4 92.028.8 43.257,6 72.0 40.8 81.2 81.8 102.0 32.048.064.0 80.089.8 104.0 130.0 130.0 54.9 82.4 109.9 130.0 f04.3 130.0 130.054' N49. 49.1 65.2 87.825.6 J8.4 51.2 64.0 36.3 54.4 72.5 90.7 28.4 42.7 56.9 71.1 61.9 92.4 123.7 130.0 48.8 73.2 97.7 122.1 927 130.0 130.0 60' 44.2 56.7 73.623.0 34.6 46.1 57.6 32.6 49.085.3 81.6 25.6 38.4 51.2 64.0 55.7 83.2 111.4 130.0 43.9 65.9 87.8 109.9 83.4 125.1 730.0 30" 82.6 110.1 130.043.2 84.8 86.4 108.0 81.297.8 122.4 t30.0 48.0 72.0 96.0 120.0 104.4 730.0 1J0.0 730.0624 12J.6 130.0 130.0 130.0 130.0 130.038' 89.0 91.8 115.0 36.0 54.0 72.0 90.D 51.0 78.5 102.0 127.5 l0.0 60.0 80.0 100.0 87.0 iS0.0 130.0 130.068.7 103.0 130.0 130.0 130.0 1J0.0 130.0 42' 96". 59.1 78.6 98.8 30.9 46.3 61.7 77.1 43.7 65.6 87.4 f09.3 34.3 51.4 68.6 65.7 74.8 117.4 130.0 130.0 58.9 88.3 117.7 130.0 111.7 130.p 130.0 48' 34,5 51.8 68.8 86.3 27.0 40.5 54.0 87,5 38.3 57.4 78.5 95.6 30.0 45.0 60.0 75.0 85.3 97.5 130.0 130.0 51.5 77.J 103.0 128.8 97.8 130.0 130.0 54' 30.7 46.0 61.2 76.7 24.0 38.0 48.0 60.0 34.0 51.0 86.0 85.0 26.7 40.0 53.3 88.7 58.0 86.7 118.0 130.0 45.8 68.7 91.6 714.4 86.9 130.0 130.0 60' 27.6 41.4 55.1 69.0 21.6 32.! 43.2 54.0 30.6 45.9 81.2 76.5 24.0 36.0 48.0 60.0 52.2 78.0 104.4 130.0 41.2 61.8 82.4 103.0 78.2 117.3 130.0 30` 53.8 80.7 107.3 130.0 42.1 83.2 84.2 105.3 59.6 89.5 119.5 730.0 48.8 70.2 93.8 117.0 101.8 130.0 130.0 130.0 80.3 120.5 1J0.0 130.0 t30.0 130.0 130.0 36' 44.8 67.2 89.4 112.1 35.1 _ 52.6 70.2 87.7 49.7 74.8 99.4 724.3 39.0 58.5 78.0 97.5 84.8 126.7 130,0 130.0 88.9 100.4 1J0.0 130.0 127.0 130.0 130.0 42' 98-1/2` 58.4 57.6 76.6 96.7 30.1 45.1 80.1 75.2 42.6 63.4 85.2 106.5 33.4 50.1 66.8 63.5 72.7 130.0 130.0 SJ.4 86.0 114.7 730.0 108.9 130.0 I30.0 48" 3J.8 50.4 67.1 84.1 28.3 39.5 52.8 85.8 37.3 55.9 74.6 93.2 29.2 43.9 58S 73.1 B3.6 127.2 130.0 502 75.3 100.4 125.5 95.3 130.0 130.0 54' 29.9 44.8 59.8 74.7 23.4 55.1 48.8 58.5 33.1 48.7 BB.J 82.8 26.0 39.0 85.0 56.5 113.1 130.0 44.8 88.9 89.2 111.5 84.7 127.0 130.0 80" 28.9 40.3 53.7 67.2 21.1 31.6 42.1 52.8 29.8 44.7 59.6 74.6 23.4 35.1 46.8 58.5 50,9 k76. 101d 127.2 40.2 80.2 80.J 100.4 78.2 114.3 150.0 30" 52.0 77.9 103.8 129.9 40.7 61.0 81.3 701.8 SJ.6 88.4 115.2 130.0 45.2 67.8 90.4 112.9 98.3 150.0 130.0 77.6 118.3 130.0 130.0 130.0 1J0.0 150.0 36' 43.3 84.9 88.4 108.2 33.9 50.8 87.8 64.7 48.0 72.0 96.0 120.0 37.8 56.5 75.3 94.1 81.9 130.0 130.0 84.6 98.9 129.3 130.0122.7 130.0 130.042' 102" 37.1 55.7 74.0 92.8 29.0 43.858.172.8 41.161.7 82.3 102.9 72.5 48.4 64.5 80.7 70.2 130.0 130.0 55.4 83.1 1f0.8 130.0 105.7 1JOA 130.0 48' 32.5 48.7 64.8 81.2 25.4 38.1 50.8 fi3.5 36.0 5i.0 72.0 90.0 28.2 42.4 56S 70.8 61.4 91.8 122.8 130.0 48.5 72.7 96.9 121.2 92.0 130.0 130.0 34' 28.9 43.3 57.6 722 22.8 33.9 45.2 56.5 32.0 48.0 8l.0 80,0 25.1 37.6 50.2 62.7 54.6 81.6 109.2 130.0 43.1 64.6 86.2 707,7 81.8 122.7 130.0 60' 28.0 39,0 51.8 64.9 20.3 30.5 40.7 50.8 28.8 43.2 57.6 72.0 22.6 33.9 452 56.5 49.1 73,4 98.3 122.8 J8.8 582 77.6 96.9 73.6 110.4 130.0 30' 49.7 73.6 97.9 722.7 38.4 57.6 76.8 96.0 54.4 61.8 108.8 130.0 +2.7 64.0 85.3 706.7 92.8 130.0 130.0 130.0 73.2 109.4 730.0 130.0 130.0 130.0 130.0 38° 40.9 B1.S 81.6 t02.2 32.0 48.0 64.0 80.0 45.3 68.0 90.7 113.3 35.6 53.3 71.1 88.9 77.3 115.8 130.0 130.0 87.0 91.6 122.1 130.0 115.9 130.0 iS0.0 42" 1�, 33.0 52.8 69.9 87.6 27.4 4f.1 54.8 68.6 38.9 58.3 77.7 97.1 30.5 45.7 81.0 76.2 66.5 99.0 730.0 130.0 52.3 78.5 104.E 130.0 99.3 130.0 130.0 48' 30.7 46.0 61.2 76.7 24.0 36.0 48.0 60.0 _34.0 51.0 66.0 85.0 26.7 40.0 53.3 66.7 58.0 88.7 116.0 1J0.0 45.8 68.7 91.6 114.4 86.9 130A 130.0 54' 27.3 40.9 54.4 68.1 27.3 32.0 42.7 33.3 30.2 45.3 fi0.4 75.6 2J.7 35.6 47.4 59.3 51.6 77.0 103.1 128.9 40.7 61.0 61.4 107.7 77,2 1t5.9 130.0 BO' 24.5 36.8 48,9 81.3 - 28.8 38.4 48.0 27.2 40.8 54.4 88.0 21.J 32.D 42.7 53.3 46.4 69.3 92.8 116.0 38.6 54.9 73.2 91.6 89.5 104.3 130.0 30' 48.0 71.9 95.7 I19.9 37.5 58.3 75.1 93.8 3J.2 79.8 106.3 130.0 41.J 62.8 63.! 104.3 90.7 730.0 130.0 130.0 71.8 107.4 130.0 130.0 130.0 130.0 130.0 36' 40.0 59.9 79.7 99.9 31.3 46.9 B2.6 78.2 44.3 68.5 88.6 110.8 34.8 52.1 69.5 86.8 75.8 it2.9 130.0 130.0 58.7 89.5 179.3 130.0 tt3.2 130.0 130.0 42' 110-1/2' 34.3 51.4 88.3 85.6 28.8 40.2 53.8 67.0 38.0 57.0 76.0 94.9 29.8 44.7 59.6 J4.5 64.8 98.8 129.6 730.0 51.1 78.7 102.3 127.8 97.1 130.0 130.0 48' 30.0 45.0 59.8 74.9 23.5 35.2 46.9 58.6 33.2 49.8 86.5 83.7 26,1 39.1 52.1 65.2 58.7 64.7 113.4 130.0 44.7 fi7.1 69.5 t11,9 84.9 127.4 iJ0.0 54' 28.6 40.0 53.1 66.8 20.8 31.3 47.J 52.1 29.5 44.3 59.1 73.8 23.2 34.8 46.3 57.9 50.4 75.3 100b 126.0 59.8 59.7 79.5 99.4 75.5 113.2 130.0 60' 24.0 J8.0 47.8 59.9 - 26.1 37.5 48.9 26.8 39.9 53.2 8B.5 20. 31 4f. .i .4 67. 90 113.4 35.8 53.7 71.8 89.5 67.9 701.9 130.0 30` 46.5 69.7 82.7 116.2 36.4 54,6 728 90.9 51.5 77.3 103.1 128.8 M.4 60.6 46D.✓! 1.1.1 Bl9 MJOi 1/0.0 1J0.0 69.4 104.1 13D,0 130.0 130.0 730.0 130.0 36' 38.7 58,1 77.3 96.8 30,3 45.5 80.6 75.8 42.9 64.4 85.9 107.4 50.5 7. .2 7 J 9 0 130.0 57.8 86.7 115.E 130.0 109.8 130A i30.0 42' 114" 33.2 49.8 68.2 83.0 28.0 39.0 52.0 85.0 38.8 55.2 73.8 92.0 28.9 43.3 b7.1► 12,2 6a8 •93.• 125. 130.0 49.6 74.3 99.1 123.9 94.1 130.0 130.0 48' 29.1 43.8 57.9 72.8 22.7 34.1 45.5 56.8 32.2 48.3 84.4 80.5 2 .5 .2 .9 82 .9 130.0 43.4 65.1 86.7 108.4 81.3 723.5 130.0 5!' 25.8 38.J 81.5 64.6 20.2 30.3 40.4 50.5 28.8 429 57.3 71.8 22.5 33.7 58.1 48.8 97.7 122.1 38.5 57.8 J7.1 96,4 73.2 109.8 130.0 60' 2J.2 34.9 48.4 58.1 - 27.3 36.4 45.3 25.6 38.7 51.5 84.4 20.2 30.3 _44.8 40.4 _ 50.5 44.0 _73.0 65.7 87.9 709.9 34.7 52.0 89,4 86.7 65.9 98.8 130.0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR SHAD CAPACSTY - PSF EXT.(+) & INS.(-) ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' 1/4" MAX. SHIM NOMINAL DIMS. 3/8" SHIM SPACE 1/2" SHIM SPACE 3/8" SHIM SPACE 1/2" SHIN SPACE 3/8" SHIM SPACE 1/2" SHIM SPACE ANCHORS TYPE 'D' WIDTH (W) FRAME HEIGHT A2 AS A4 A5 A2 A3 A4 A5 B2 B3 E14 E16 B2 B3 B4 B6 C2 C3 C4 C5 C2 C3 C4 C5 D2 30' 44.2 66.2 88.1 110.4 34.6 51.8 69.1 86.4 49.0 73.4 97.9 122.4 38.4 $7.6 76.8 96.0 83.5 124.8 130.0 130.0 65.9 98.9 130.0 130.0 125.1 130.0 36' 36.8 55.2 73.4 92.0 28.8 43.2 57.6 72.0 40.8 81.2 81.6 102.0 32.0 48.0 64.0 80.0 69.6 104.0 130.0 130.0 54.9 62.4 109.9 130.0 104.3 130.0 42' 120' 31.5 47.3 62.9 78.9 24.7 37.0 49.4 61.7 35.0 52.5 69.9 87.4 27.4 41.1 54.9 68.6 59.7 89.1 119.3 130.0 47.1 70.8 94.2 117.7 89.4 130.0 48" 276 41.4 55.1 69.0 21.6 32.4 43.2 54.0 30.6 45.9 61.2 76.5 24.0 36.0 48.0 60.0 52.2 78.0 104.4 130.0 41.2 61.8 62.4 103.0 78.2 ]D3D4 130.0 1.24.5 36.8 48.9 61.3 - 28.8 38.4 48.0 27.2 40.8 54.4 69.0 21.3 32.0 42.7 53.3 46.4 69.3 90.0 90.0 36.8 54.9 73.2 90.0 69.5 90.0 30"42.1 63.1 83.9 90.0 32.9 49.4 65.8 82.3 4&6 69.9 90.0 90.0 36.6 54.9 73.1 90.0 79.5 90.0 90.0 90.062.8 90.0 90.0 90.0 90.0 90.0 36' 35.0 52.6 69.9 87.6 27.4 41.1 549 68.6 38.9 58.3 77.7 90.0 30.5 45.7 61.0 76.2 86.3 90.0 90.0 90.0 52.3 78.5 90.0 90.0 90.0 90.0 1. 126' 30.0 45.1 59.9 75.1 23.5 35.3 47.0 58.8 33.3 50.0 66.6 83.3 26.1 39.2 522 65.3 56.8 84.9 90.0 90.0 44.8 67.3 89.7 90.0 85.1 90.0 90.0 48' 26.3 39.4 52.4 65.7 1 20.6 30.9 41.1 51.4 29.1 43.7 58.3 72.9 22.9 34.3 45.7 57.1 49.7 74.3 00.0 90.0 392 58.9 78.5 90.0 74.5 90.0 90.0 54" 23.4 35.0 46.6 58.4 - 27.4 36.6 45.7 25.9 38.9 51.8 64.8 20.3 30.5 40.8 50.8 44.2 66.0 88.4 90.0 34.9 52.3 69.8 87.2 6&2 90.0 90.0 30" 40.1 60.2 60.1 90.0 31.4 47.1 62.6 7&5 44.5 08.8 89.0 90.0 34.9 52.4 69.8 87.3 75.9 90.0 90.0 90.0 59.9 89.9 90.0 90.0 90.0 90.0 90.0 36' 132" 33.5 50.2 66.7 83.6 26.2 39.3 52.4 65.5 37.1 55.6 74.2 90.0 29.1 43.6 58.2 72.7 63.3 90.0 90.0 90.0 49.9 74.9 90.0 90.0 90.0 90.0 90.0 42' 28.7 43.0 57.2 71.7 22.4 33.7 44.9 56.1 31.8 47.7 63.6 79.5 24.9 37.4 49.9 62.3 54.2 81.0 90.0 90.0 42.8 64.2 85.6 90.0 81.2 90.0 90.0 48" 25.1 37.6 50.0 62.7 - 1 29.5 39.3 49.1 27.5 41.7 55.6 69.5 21.8 32.7F47.7 54.5 47.5 70.9 90.0 90.0 37.5 56.2 74.9 90.0 71.1 90.0 90.0 1. 38.4 57.6 76.6 90.0 30.1 45.1 60.1 75.1 42.6 63.9 85.1 90.0 33.4 50.1 93.5 72.6 90.0 90.0 90.0 57.3 86.0 90.0 90.0 90.0 90.0 90.0 36, 134, 32.0 48.0 63.8 80.0 25.0 37.6 SOA 62.6 35.5 53.2 71.0 88.7 27.8 41.7 69.5 60.5 90.0 90.0 90.0 ^47.8 71.7 90.0 90.0 90.0 90.0 90.0 42' 27.4 41.1 54.7 68.6 21.5 32.2 42.9 53.7 30.4 45.6 60.8 76.0 23.9 35.8 59.6 51.9 77.5 90.0 90.0 40.9 61.4 81.9 90.0 77.7 90.0 90.0 48" 24.0 30.0 47.9 60.0 - 28.2 37.6 47.0 26.6 39.9 53.2 6&5 20.9 31.3 52.2 45.4 67.8 90.0 90.0 35.8 53.7 71.7 89.6 68.0 90.0 20.0 30" 36.8 55.2 73.4 90.0 28.8 43.2 57.8 72.0 40.8 61.2 81.6 90.0 32.0 48.0 80.0 69.6 90.0 90.0 90.0 54.9 82.4 90.0 90.0 90.0 90.0 90.0 36" 144, 30.746.0 61.276.7 24.0 36.0 48.0 60.0 34.0 51.0 88.0 85.0 28.7 40.0 86.7 58.0 88.7 90.0 90.0 45.8 68.7 90.0 90.0 86.9 90.0 90.0 42' 26.3 39.4 52.4 65.7 20.6 30.9 41.1 51.4 29.1 43.7 58.3 72.9 22.9 34.3 4&7 57,1 49.7 74.3 90.0 90.0 39.2 i 58.9 78.5 90.0 74.5 90.0 90.0 48' 23.0 34.5 1 45.9 57.5 - 27.0 36.0 45.0 1 25.5 1 38.3 1 51.0 1 63.8 1 20.0 30.0 40.0 50.0 43.5 65.0 1 87.0 90.0 1 34.3 51.5 68.7 85.8 65.2 1 90.0 90.0 ANCHORS TYPES SEE SHEET 8 FOR DESCRIPTION A4 - (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B4 - (4) ANCHORS TYPE 'S' AT EACH SIDE OF JAMB AND MULLION C4 = (4) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLJON D4 = (4) ANCHORS TYPE '0' AT EACH SIDE OF JAMB AND MULLION A5 - (5) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B5 - (5) ANCHORS TYPE 'a AT EACH SIDE OF JAMB AND MULLION C5 = (5) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION A6 (6) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B6 = B ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION CB (6) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION A7 - (7) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B7 - (7) ANCHORS TYPE '8' AT EACH SIDE OF JAMB AND MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. 3 {3 4" gyp 4' I- TYP �IYP --�1 TYP. T1P. TYP. TYP. A4, B4. Ca. Ca AS¢5. C5 A¢,,__)E,S4. B8. CB A7• H7 •• ••• • • • • • •• . ......... . •• ••• •• • • • •• •• ••• • ••• • • • • • • •• • • •• • • • • ••see • • •ell • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • JAN 19 2916 PRODUCT' REVISED as ec=plymg with the FWida Buildmg Coda pooaptance iJo ai= _trmtow Due c • R ANCHORS �� c c `\\11\11111N1/777`' �P.• ENjg�''� 4 s •s �' TE OF.�` drawing CCno. •�O•.j WQ7�V0 -PSP SIDSLITE FRAME lINIOHTEXT.EXJ.EXT. INCHES J��JDJJ" IAMB '7DI' MT11L'!ID2'MULLMD3'YUId. JAMB 'JD2' JAMB 'JD3' JAMB 'JDS' 'JJD4WIDTA INT. (-) IM. (-) (+)INCHES INT. (-) 32 36 42 48 54 60 86-1/2 120.0 120.0 120.0 720.0 120.0 120.0 120.0 720,0 720,0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120A 120.0 120.0 lzD.o 120.0 32 36 42 4B 54 98-1/2 7126 120.0 12_0.0 107.1 ---,120.0 120.0 120.0 120.0 99.7 720.0 120.0 120.0 93.3 120.0 , 120.0 120.0 87.7 120.0 116.1 120.0 32 38 42 48 1/0-1/2 79.8 120.0 118.5 120.0 75.6 120.0 1126 120.0 70.8 113.8 104.9 120.0 66.1 108.3 96.2 120.0 DOOR MULLION LOAD CAPACITY-PSP SIDHJJTR WIDTH INCHES FRAME RSIGITi INCHES JAMB 'JDl' MULL 'MDI' JAMB 'JDl' MULL 'MD2' IAMB 'dD2' JAMB 'JD3' MULL 'MDS' JAMB 'lD3' MULL '1JIH IXT, (+) INT. (-) EXf. (+) INT. (-) EXT. IM. (-) (+) INT, (-) 32 38 42 48 54 98-1/2 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 87.7 , 90.0 90.0 90.0 3z 48 r7�a.eeo.o90.090.038110-t/25.890.0 90.0 90.042 0.6 90.0 90.0 90.0 68.1 90.0 90.0 90.0 32 38 42 48 114 72.fi B0.0 90.0 90.0 69.1 90.0 90.0 90.0 64.3 90.0 80.0 90.0 60.2 90.0 90.0 90.0 32 36 42 48 120 62.3 90.0 90.0 90.0 59.2 80.0 90.0 90.0 35.2 88.7 89.1 90.0 51.6 83.0 _ 83.4 90.0 W m 0 Z y 3 O h o Q 2 , ct .Op`g yNWI jai! O,y� pggm �o �zgg �2tA- c as C-� m p E.S. WINDOWS 45 1/2" MAX. 87 1/2" MAX. DOOR DOOR WIDTH r DOOR WIDTH SEE SEPARATE NOA E.S. WINDOWS 45 1/2" MAX, m --3_ SEE SEPARATE NOADOOR DOOR WIDTH �t D OR / II D OR j-==- / 8 I N D OR OR? �� = Wi. II 111 p = N V -_=n-�-.=- OR o r Y$ DID g Z 3 J e IX it IN, e0 II I I II w E I� % II � w fJ) � m 43 3/4" n \ l SIDELITE WIDTH MAX. INTERMEOfATE SIDELITE WIDTH 85 3/4" MAX. A \ SEE CHART CL TO CL DIM. OPnOu•S SEE CHART CL TO CL DIM, p \ tl 43 3/4" o o SIDELUE WIDTH MAX. SEE CHART CL TO CL DIM. 12 13 12 13 13 10 6 3A 6 s 3A s 3A s DOOR-WINDOWALL oo go R • • • • • •. TRANSITION MULLION s dog 6 3A 5 • • • • • • c • • • • • • • • ' 14 111N111111!!/JJ ..' .. • JAN 19 2418`�,.�` PRODUCT REVISED • Y0992 I u JAMB 'JD1' JAMB 'JD2' JAMB 'JDS' MULWON 'MDI' MULLION 'MD2' MULLION 'MD3' MULJON 'MD4' ss-.plying with the Fkwift = y $ • • • • Building Cock {7 8S $ fz Itia Sz N" 3 Iz IN"4 3z IN"3 Iz 1N"4 SZ IN"'3 Jz IN"4 Sr IN" 3 Iz IN•'4 Sz " 3 N" IN'3 • • 1.7 z IN'4 Sz IN'3 Aaeptw" TJo i •' 6.5 0 2.7226 °0.6577 3.6057 ALUMINUM 6.570 2.7226 1;.7195 2.6757 10.8072 4.47 AL 6. 195 57 U 6.7195 2.6757 STREL 2.7506 1.2224 • tUJf 5»�..,1224• 3.7533 1.668 P D. 3 TE op drawing no. TOTAL 14.5467 • OTAI• • 1416961• • T� .. -_ • B , [y,' b #LM + tr srt x 2.9 • n xul b 3R x 2 • + h 2.9 17.6041 Mi Dade Pf �i� ORtOp..'•,�.'\'``\� �O�_ C O �71"IttJNAII%X sheet 6 of DOOR MULLION LOAD CAPACITY ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• DOOR MULLION LOAD CAPACITY - PSF NOMWAL DIMS. JAMB 'JD1 MULL 'MDI' JAMB 'JDL MULL 'MD2' IAMB 'JD2 JAMB 'JD3 MULL 'MD3 Wg1H Sot) ,cm WM (W'2) Oafs MM HWff 0400n DOOM HMO I"m 11, + - - o f. + Mf. - 85-3/4 30 38 96 B4 90.0 90.0 90.0 90.0 90.0 42 90.0 90.0 00.0 48 90.0 90.0 1 90.0 54 90.0 90.0 90.0 50 8&7 90.0 90.0 30 102 90.0 90.0 90.0 36 86.9 90.0 90.0 42 81.5 90.0 90.0 48 76.7 90.0 90.0 54 72.5 90.0 _ 89.0 30 36 106 74.2 90.0 90.0 59.5 90.0 89.1 42 65.4 90.0 84.4 48 61.7 _-- 90.0 $0.2 30 114 60-2 90.0 81.7 36 56.5 90.0 _ 77.4 42 53.3 85.8 73_4 48 50.5 81.2 69.9 30 120 49.7 $0.0 71.9 36 46.8 68.1 42 44.2 71.75.3 2 64.6 4 41.9 67.5 61.7 85-3/4 30 36 lu 90 00.0 _ 90.0 20.0 90.0 90.0 90.0 42 8&6 90.0 90.0 48 81.2 90.0 90.0 54 76.5 90.0 90.0 30 36 10B 79.3 90.0 90.0 74.0 90.0 90.0 42 62.3 90.0 88.9 48 55.2 90.0 11/.3 30 114 83.9 90.0 85.6 35 599 90.0 80.0 42 56.3 90.0 7&5 48 53.1 85.4 72.7 30 120 52.4 84.2 74.3 49.2 79A 70.5 42 _ 48 4-U 74.3 66.9 43A 70.5 63.0 12 13 6 3A 8 3A JAMB 'JD1' JAMB .12. JAMB 'JD3' li4 Sx 91"E Iz IN-4 Sx 9Y'3 1x W'4 FSx W-j 70 2.7226 10.6577 3.8057 ALUMINUM 8.570 2.7226 9ML 2.7506 1.2224 TOTAL +k51Lx 2914.5467 tr AW4 MULLION 'MD1' MULLION 'MD2' MULLION 'MD3' MULLION ')m4' es complying wiW the FiOJida - 7 • • • • • • • • • • 13uild'mg Code 1 - i! L2 IN"t Sz IIf3 [z 6i"4 Sz W� • Ix 4-W--4 Sx3 • •N"IX IN x IN 9 ' 3 AcoeptIt + 0 6.7195 2.8757 10.8072 4.47_ AL0 6.7195 110757 1 AWJMlIU166 • 8.7195 2.6757 Expif * bate - TREL S M08 1.224 STB[b • • 3.7533 1.668 • OTAL TOTAS • • 17.6041 DY �•.. • 4 NJM f R x 2. 1:'• 6 • 9.9M . n x 2.9 n 9Misty ede Pfc duct i��i ..p.�.♦.1 77/SA�tdR J711111 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • III 6 � drawing no. W07-60 DOOR MULLION HEAD ANCHOR LOAD CAPACITY - PSF DOOR MULLION HEAD ANCHOR LOAD CAPACITY - PSF NOMDAAL DIMS. 'C4' 'C5' b6' NOMH4AL DIMS. 11001 On) AGES Wmrx (R) PC. WAE NOG9 NG16 0" KOO IpIGES EXT.(+) M.(-) IXi, + INT. - DCr.(+ INf.(- MM (M1) IpC1E5 wafN (M2) A1GE5 rPlME RiI911f AIC143 BOOB NF%Nf AIDES- 85-3/4 30 36 96 1 84 a9.6 _ 90.0 90.0 1 1 85-3/4 30 10a 98 792 90.0 90.0 55.0 90.0 90.0 36 75.1 Sao .0 90.042 80.8 90.0 90.0 42 71.5 89.3 90.0 48 77.0 90.0 90.0 46 68.1 85.2 90.0 54 73.8 90.0 90.0 30 114 76.4 90.0 90.0 60 70.4 860 90•0 36 72.4 90.0 90.0 30 36 102 86.0 90.0 90.0 42 88b 86.0 $0.0 81.5 90.0 90.048 _ _ �85.6 _ a2.0 90.0 42 77.4 Bolo 90.0 120 73.8 9010 90.0 48 _ 73.8 90.0 90.0 69.9 87.4 00.0 54 70.4 8a.0 90.0 M48 66-4 83.0 90.0 30 106 82.7 90.0 90.0 8.3.2 79,0 90.0 36 75.3 90.0 90.0 85-3/4 30 114 102 74.9 90.0 90.0 42 74.3 90.0 90A 36 71.0 89.E 90.0 48 70.9 88.4 90.0 42 67.8 $4.5 90.0 30 114 79.7 90.0 90.0 48 64.4 80.5 90.0 36 75.4 90.0 90.0 30 120 72.4 90.0 90.0 42 71.5 69.4 90A 36 68.6 85.7 90.0 48 68.0 85.0 Bolo 42 �46 e5.2 al.5 90.0 30 120 70.9 90.0 90M 62.1 77.7 90.0 36 72.6 90.0 90.0 85-3/4 JO 120 110-1/2 70.4 88.0 90.0 42 08.9 1 86.1 90.0 36 66A &SS 48 65.4 81.6 80.0 42 63.6 79.5 �.o 85-3/4 30 36-- 42v 102 90 1 84.1 90.0 90.0 48 60.7 75.9 79.7 90.0 90.0 75.8 90.0 90.0 48 72_3 90.0 90.0 54 69.1 86.4 90.0 30 108 80.9 90.0 9MO 36 78.7 90.0 90.0 42 72.9 90.0 90.0 69.4 88.8 90.0 SD 36 1/4 78.0 90D 90.0 _ 73.9 90.0 90.0 42 70.1 87.7 90.0 48 66.5 a3.5 90.0 30 120 75.3 90.0 90.0 36 _ 71.2 89.1 90.0 42 67.8 84.5 Bolo 48 1 64.3 80.4 90.0 3. I 3. TYP II T� ICIII. II I I I 1 S4: Sdi ANCHORS SEE SHEET 8 FOR DESCRIPTION C4 = (4) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR "L.U@14 • • • • • • • C5 - (5) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLIOJ • • • • • C8 . (6) ANCHORS TYPE 'C' AT EACH SIDE OF DOMOLUONO • • • • • D• • • • • ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATOR. • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • E.S. WINDOWS DDOR & TRANSOM SEE SEPARATE NOA y 11JJ OR In / tllu n p/ v- 11 I N •/ � I IDELITE�T 11 85 3/4' MAX. (W2) DOOR WIDTH (W1) to yrU O F % Z � W Z p30 N C t pNmp cr M g 0�0.1 0 N � Q�mF TRANSITION MULLION ANCHORS W \``1A)lurl(lrrirri JAN 19 201 PRODOCf REVISED = .. m c9mNYma with dw Floma Acild'a1gC de E�Pir�a� � D��uce of t drowingo no. s,'Zt/IA5!/ %;.. , , 0"_:O: W07-60 SEE NE PIECE SILL IS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING FE 'A'- 1/4" DIA ULTRACON BY 'ELGO (Fua177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES C q o WITH 1-1/2- MIN. PENETRATION INTO WOOD THRU OD BUCKS INTO CONCRETE 1WITH 1gO/4"MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONC. A ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY 2-1/2" C - MIN. INTO WOOD STRUCTURE 1" MIN. L O a Q m - — — O'�t1°� ___ _ _ _ _ _ _ _ _ _ NNO n TYPE 'B - 1/4" OIA KWIK CON 11 BY 'HILTI' (F-163 KSI, Fy-157 KSI) 2BY Q w H LL 6 ii' E R IN70 WOOD BUCKS OR WOOD STRUCTURES WITH 1-1/2" MIN. PENETRATION INTO WOOD Og J 6 m d Q 1u THRU 1BY WOOD BUCKS INTO CONCRETE I WITH 1-1/4" MIN. EMBED INTO CONCRETE-� DIRECTLY INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONC. ,n i ^ ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 3" MIN.' n L — INTO WOOD STRUCTURE _1", MIN. ,5Y 'ELCO(Fu-177 KSI, Fy155 KSI) 3c U wrTPE'C- INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 0W WITH 1-1/2" MIN. PENETRATION INTO WOOD =E 3 in THRU 1BY WOOD BUCKS INTO CONCRETE O WITH 1-1/4" MIN. EMBED INTO CONCRETE C3 DIRECTLY INTO CONCRETE ?i Z WITH 1-1/4" MIN. EMBED INTO CONC. ANCHOR EDGE DISTANCES f7 L+1 M J INTO CONCRETE AND MASONRY - 3" MIN. L — INTO WOOD STRUCTURE s 1-1/4" MIN. r- — — — — — — — — — — — - TYPE '0'- 1/4 DIA TEKS OR SELF DRILLING SCREWS ST/ST (GRADE 5 CRS) INTO METAL STRUCTURES (3) THREADS MIN, PENETRATION BEYOND SUBSTRATE a € R R ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) 0 STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)5a (STEEL IN CONTACT WITH ALUMINUM TO BE PLACED OR PAINTED) I ANCHOR FnGE DISTANCES m u INTO METAL STRUCTURE=1/2" MIN L _ — — — - WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS Ac - 30DO PSI MIN. • • • • • • • • • • • • C-90 HOLLOW/FlLLED BLOCK AT JAMBS f m - 2000 PSI MIN. > t= 0 • .. .TAN 19 2018 .. . . . . ... . _ SEALANTS'. • • • • • • • • • • • `�`��1 ALL FRAME CORNERS, JOINTS, MULLION SEAMS AND PERIMETER OF Pr Drxlcr RsvlsFo N@F 2C g GLAZING BEAD TO FRAME SEALED WITH SILICONE SEALANT. 'sc.mplyftg it owFIM11" • • • • • • • • • • B"aaT"6CD& Accept""oe Tf" •d ± �." WOOD BL S AN4 METAL 1RUCTURFS NOT W_.�y S. •WDV. OF = �� drawing n0. MUST SUIPPORT LOADS TMPOn By Gv2MG SYgEA` AND py '�'� :F •COP• ' �y��` TRANSFER JAM Tp•THE BWW G SFRUCTURA• • M<Fn u�<t.t . �s`S�O {,, , WQ%-60 - 7jh, fl1AlN�� sheet 8 of 12. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/8' MAX. SHIM SPACE SEE ELEV. FOR SPACING 1BYDO WOOD BUCKSKS 4 wjvDL 3 OPG JAMB ANCHORS ANCHORED JAMBS _OPTIONAL DO NOT REQUIRE REINFORCING SEE ELEVATIONS FOR SPACING UNANCHORED JAMBS MAY REQUIRE REINFORCING SEE CHARTS CAP ALUM REINF. 1-1/8` MAX., do O SEE SHEETS 3 4 FOR CAPACITY 1/4"'MIN. - • --'I r-- I II II II II II • d I1 II II I I II I1 II a; II I III ' a D.L. OPG. FINISHES NOTBY E.S. WINDOWS .. ILLUSTRATIVE ONLY WITHOUT REINF, OSEE SHEETS 3 do 4 FOR CAPACITY EXTERIOR 1/4' 01A. BOLTS WITH NUTS AT 6' FROM ENDS ALUM REINF. AND 18-1/2' O.C. MAX. SEE SHEETS 3 h 4 O FOR CAPACITY 3/8' MAX. SHIM SPACE SEE ELEV. FOR SPACING • • • DAR ORS. • • • •• ••• • ••• • • • • • • •• • • • •00 • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • JAMB ANCHORS ° .OPTIONAL SEE ELEVATIONS 'FOR SPACING n. STEEL REINF. nSEE SHEETS 3 do 4 cno reoerrtv FOR SPACING 2018 ��10" AFC 6 _ i g PROM;CT RF.VISFJ) e as comptyim with the Flaride 8uildms C." •C Acccptanw NO Expvs im Dare OF drawing c no. By W07-60 AO�Of! OF MAMI-DARE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT y TRANSOM II I II I 11 I II I d I I I s I\ JI �- 7 I I I ------------- D.L. OPG. WITHOUT REINF. _-__________� G SEE SHEETS 6 & 6.1 I FOR CAPACITY l I I ' I MWAI-DARE COUNTY APPROVED URGE MISSILE IMPACT RESISTANT DOOR I -_---- y r______________1 L t II I L- 4,1-----------L�--�i-----� _______-__- LEAF WIDTH STEEL REINF. ©SEE SHEETS 6 & 6.1 FOR CAPACITY � 1 / I I MIAMI-DADE COUNTY APPROVED 1 y LARGE MISSILE IMPACT RESISTANT DOOR j 4 L______________S II 1 I � 1 ___________ it i p [I I; I f 11 JJI T I �J' q,-----1 ---------------- --- _ • • OPG _ • 14 • a . ANCHORS TYPE 'C' 'SEE SHEET 7 FOR CAPACITY ALUM REINF. ©SEE SHEETS 6 & 6.1 I FOR CAPACITY - - - - - - - - - - - — - - - - - - - - - - - 1 i 1 MLAMI-DADE COUNTY APPROVED URGE MISSILE IMPACT RESISTANT DOOR P1h� 1 �/ I I 11--___._.._J I.-____ 11 _ -__------__i___ I I I I I I I v' c ANCHORS TYPE 'C' SEE SHEET 7 FOR CAPACITY SEE SEPARATE NOA FOR DESIGN LOAD CAPACITY OF DOORS AND DOOR ANCHORS LOWER VALUES FROM DOORS NOA OR STOREFRONT SYSTEM CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. STEEL REINF. SEE SHEETS 6 & 6.1 -________-__- 4 FOR CAPACITY i I ' I MWII-DARE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT DOOR j l II• • • • • •�___------=--i JAN 19 201 151 �I==y PRODUCT R.EVISFD T V I�J I I r l ^s umplYlnS wish the Flotidr _ I I I I .Itild'mg COIN � � • • • • • t � I __ __ i Accept.nx No • • • • t a _T,9 • i na" Prodact C 1 t or • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OF _6[i �4ftu' Z e m M 0 0t v8 ggoo g O � E. X n 1I0IN drawing no. W07-60 1 3. HOLLOW FRAME to OPEN BACK FRAME HEAD/SILL O INTERMEDIATE HORIZONTAL 1.786 062 TYP. OO GLASS STOP M) KI Ll FRAME ® MULLION SNAP -IN MATE 3. O SHEAR CUP ITEM NO. PART NUMBER QUANTITY DPSCRTPTTON MATERIAL MANF./SUPPIM/REMARYS , ES800.5 AS REOD. HOLLOW FRAME HEAD/SILL 6005-T5 - to ES=7 AS REOD. OPEN BACK FRAME HEAD/SILL 6083-T6 . - 2 E58004 AS REGO. INTERMEOATE HORIZONTAL 6063-TB - 3 ESBOOI AS REOO. FRAME JAMB/MULLION 6005-T5 - 3A - AS REOD. DOOR MULLION 6005-T5 - 4 ESS006 AS REOD. GLASS STOP 6063-T5 - 5 ES8002 AS REOD. MULLION SNAP -IN MATE 6005-T5 - 6 E58003 AS REOD, SHEAR CUP 6005-T5 - 7 - AS REOD, INTERIOR BULB GASKET %INYL - e ES8009 AS REOD. SPACER/SRICONE STOP NHYL - BA - AS READ. BUTTON BUMPER (3/16' SUCONE - 8B E5801,A AS REOD. SPACER (1/4) SUCONE DUROMETER 85 9 10 - 2/ LITE 3/16' X 1/2" X 2' LONG SETTING BLOCK, AT 1/4" POINTS EPDM I OUROMETER 85t5 SHORE A 11 f12 X 1-i/2" 4/ CORNER ASSEMBLY SCREWS PHSMS STEEL - 12 AS REOD. MULLION STIFFENER 6005-T5 /3 - AS REOD. MULLION REINFORCING CHANNEL STEEL - 14 AS REOD. MULLION REINFORCING BAR STEEL 1,472 .253 125 TYP. 5.000 3,750 4,534 124 .206 ® DOOR MULLION 12 STIFFENER 1.000 188 •• •• • • • • • • • • • • • • • • • • • • } .. ... •• a. . . be ••• • • • • • T • • • • • • • • • . . 13 STBEL REINFORCING • • • • ,4 • • 36 KSI MIN. • • • • • • • • • • • •• •• • • • •• •• PRODUCT REVISED a—ply.'a w"b are Florida Building Cow Accep.m 1% STATE OF Z drawingD no. corso�.a�� W07-601 W F� i II i µWI II j II fY.��O li j iI �Zy�� IK-D 11 3 pZ �fp�p1 f i 5/8- x 1/8• ALUM PLATE BEM TO MATCH JOINT / SECURED WITH #8 SMS _ (3) PER SIDE OF JOIN / 5/16 x 1 x 1/8" g ALUM ANGLE 3 IV -)BEM TO MATCH JOINT SECURED WITH A8 SMS 0 (3) PER SIDE OF JOIN o M ,� vi0� L,i LO a CIRCULAR OR ANGLED CORNER it 112 x 1/2' �FH SMS O� P12SMS1• /- HORIZONTAL CORNER lic << m F JAN 19 2018 PRODUCT RCV ISED b, /; as di g eoB with tlr Flotilla Y.uildag (:o 14 • R6�T. OR 140 -fQUA�gVE� • • • ° O° a drowng no. DOOR MULLION CORNER i i i • • • • • • • • • • ey • • • • • • • • • Dnde Product Or • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• 0 • • ••• • • MIAMFDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidagl.gov/economl_ E.S. Windows, LLC 3550 NW 491" Street Miami, FL 33142 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code • • • This product is approved as described herein, and has been designed to comply4ith•the Floroig�uilding •, • Code, including the High Velocity Hurricane Zone. • ...... .. . ...... DESCRIPTION: Series "ES-5500" Aluminum Project Out Window — L.M.I. • • • 0 • • • •.••.• APPROVAL DOCUMENT: Drawing No. W 17-45, titled "Series ES-5500 Projec' olot Alur`mnu n v Wdw; •, 0, • (L.M.I.)", sheets 1 through 6 of 6, dated 04/20/17, with revision "C" dated 06/21/L8, jyepared by Qjk'arooq.,..' Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade. Vty Oty PrdduA Control..... Section Approval stamp with the Notice of Acceptance number and approval datoAr the Miami -Dade •; County Product Control Section. 0... • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant . • • 0 : • • • • .. . • •• • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,• cky,' 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. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. t 5 �, !i NOA No. 17-0505.03 tO'itE 20E-& Expiration Date: October 11, 2023 Approval Date: October 11, 2018 Page 1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W17-45, titled "Series ES-5500 Project -Out Aluminum Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 04/20/17, with revision "C" dated 06/21/18, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of a Project out 4WD ium window, prepared by Fenestration Testing Laboratory, Inc., T%st Report NO... • ... «. « FTL-8320, dated 03/07/2017, signed and sealed by Idalmis Ortega,'-P.E. •••;•• •, .....f, .. ...... C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, cgth Ong vAlla VBC-6 • Edition (2017) dated 04/18/17 with revision dated 04/19J;01�. and Q64;Q/201$:• • •:..- prepared by Al-Farooq Corporation, signed and sealed by Javad.Wad, P.E.' ...... 2. Glazing complies with ASTM E1300-09 • • • • • • •. . . . ...... D. QUALITY ASSURANCE • 1. Miami -Dade Department of Regulatory and Economic Resources (RER) :.' • « • E. MATERIAL CERTIFICATIONS 1. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas@ (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-6" Edition (2017), dated June 20, 2018 issued by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Distribution agreement dated 08/01/18 between Energia Solar, SA, Columbia and Tecnoglass, LLC (USA), signed by MS. Carla Garcia, Int'1 Sales Manager and MS. Evelyn Daes, General Manager on behalf of their respective companies. 3. Proposal issued by Product Control Section, dated 10/16/14, signed by Jaime D. Gascon, P.E. G. OTHERS 1. None. E-1 Sifang Zhao, P.E. Product Control Examiner NOA No. 17-0505.03 Expiration Date: October 11, 2023 Approval Date: October 11, 2018 4b• /4" HEAT STREN'D GLASS 3- 12' MAY. 090" Menoyer 2 1/4- N!n. SenlryGloa HEAD/Sil O HEAD/SILL By 'Kuraroy America, Inca CORNERS I 5/32" HEAT STREN'D GLASS \ S ILICONE L 9153 z L�i 0 Z>TLII1II�II;I1II �I i✓ I - -POINTS ON LITES SETTING BLOCKS AT LAM, GLASS \yVIII11I�iT I1III1 HAN WIDE THAN \- \_ \_ \�_\ _\ 36' ONLY NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLAZING D TAI � ES-5500 PROJECT -OUT ALUMINUM WINDOW(L.M.I. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF P.O./P.O. OR PROJECT OUT 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 HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 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 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. SURFACE APPLIED FALSE MUNTINS OPTIONAL •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• • • NOTE:• • • • • • • •• • • • • •• • • • • • • GLASS* CAPACIWFm6 ON THIS SHEEN ARE • • • BASED GN ASAA E1306-" (30SEC. GLMS) - AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 46 3/I6- VENT WIDTH TYPICAL ELEVATION F(FXOR MUM DESIGN LOAD RATING = + 100.0 PSF SIZESHOWN ABOVE OR SMALLER) - 125.0 PSF THESE WINDOWS ARE RATED FOR LARGE Sc SMALL MISSILE IMPACT. SHUTTERS ARE NOT REWIRED. --�� PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. I SAFEGUARD REQUIREMENTS TO BE VERIFIED. Approved -asemplyagW"0b plot ida B 8 ' code IDme 70 NOArr = 70682 •. - 20. - un28,1� Mferai Da- - PW bwt tro7 /'^ ^ BY.< STATE OF n o b I L � n drawing v no. W17-45 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING IL ------------- If MWAI-DARE COUNTY APPROVED I ICTURE jl MULLION & MUWON ANCHORS I� I� SEE SEPARATE NOA II I II I I SL I N -I TYPICAL ANCHORS SEE ELEV. FOR SPACING ••"" • w000•BUCK • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • V. ED Qg DISf 3 N 3 Z m � b 3 i Q; OC u TYPICAL AN O 1� a C C M S ao< FOR SPACING 'ff ti NN 2 Q W � - b a Ell BUCKS AND METAL STRUCTURE NOT BY E.S. WDW. Q g [WOOD MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ^ J N I TYPICAL ANCHORS: SEE ELEV. FOR SPACING c 3 d 1/4' DIA, ULTRACON AY ' .O' (Fu-177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL) J THRU 1BY BUCKS INTO CONCRETE t� -I w 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) of N v a 0 DIRECTLY INTO CONCRETE w M n 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) io a m 1 /4" D a T Ice no SELF DRILLING fur erocwe (GRADE 5 CR5) 3:2 � 3 z n INTO MIAMI-DADE COUNTY APPROVED MULLIONS p y OR INTO METAL STRUCTURES (HEAD/SILL) v W n W (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 �^ wRH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL D DICT M c 3 3 u e INTO CONCRETE = 2-1/2' MIN. o' g INTO WOOD STRUCTURE = 11/16" MIN. 5 a INTO METAL STRUCTURE = 11/16" MIN. g WOOD AT HEAD OR SILL SG - 0.55 MIN. CONCRETE AT HEAD OR SILL Ye - 3000 PSI MIN •. 70592 fA-�pproveanr d as onSyhlSwye tho . iJredj i 8- rodc T) tv u - � = n28,20 rroAa 03 Sliami Oe a Prod,.•et—"� ®'. � • .FL ORIOp.•'' i;�s'AA1uAe �� STATE 06 1 drawing ` no. W17-45 MUM-DADE COUNTY APPROVED MUWON- SEE SEPARATE NOA .• ••• • ... . . • • • • •• • • •• • • • • • • • • • • • • .... ....... . . . . . . . . . . . . .. •• . • . •• .. ... . . . ... . . BUCKS Z-npi,;q N_wtrc �Ia�_.�((�,��.a " 5_ NOAf,_, 171 C-j P,fiami 1 a as ` Ca�td BY� 1 /4, MAX. ETAL fRUCTURE wli --ATE OF b h ag " owm vtaa n C Song aW�tf� drawing no. W17-45 TYPICAL ANCHORS SEE ELEVS. ,itYi FOR SPACING METAL TYPICAL ANCHORS STRUCTURE Z • O y w SEE ELEV. FOR SPACING TY APPROVED e MULLIONION ANCHORS�EA q FELEV E3 ALT.nPICAL ASFOR Q W N 3 1vQv 2 oN J W � C O I W F- N n 0 1/4' MAX.. ALT. GAP O a n I E3 d 3z� J lar'ni2w ° d s C g © N • pU Y � p� Z ALT. • • • • • • • • • a o 0 ^ 9 P Ea H • • • • • • • • • i • •• • • • • ••• • m ago : < m • • • • • • • • • 1I II III I/ �• ' •• ••• • ••• • • • • • • • • • • • PPtoved ea c Plyngwub dte c ' - P.. • • • • • • • • • • lorida Bui d' Code _ • • • • • • • • • • • • • • • • • • • • • • No`��1�218 3 Numti Da Product _ un 28,201 = ' `•. t � � � TYPICAL ANCHORS • • INSTALLATION • • • • • • • cwtwl O BTATE OF �':`�'�;' drawing no. FORELEV.INc DETAILS WITH FLUSH FRAM AD PTER By 0 9®�`` ONALt��' Wl7-45 sheet 4 of 6 ••• • • • • • •• ••• • • • •• • • • • • ••• • • • • • • • • • •• •• • ••• • • ITEM j PART / REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 ES-5001 4 FRAME 6063-T6 - E2 ES-5002 4 VENT 6063-T6 - E3 ES-5017 AS REOD. FLUSH FRAME ADAPTER 6083-T6 - E4 ES-1017 4 GLAZING BEAD (LAM. GLASS) —- 6063-T6 _ _ _. M7 %10 X 1' 2/ CORNER FRAME ASSEMBLY SCREWS ST. STEEL PH SMS M2 #10 X 1-1/4" 1/ CORNER VENT ASSEMBLY SCREWS ST. STEEL PH SMS MJ (10 X 1-1/2" 1/ CORNER VENT ASSEMBLY SCREWS ST. STEEL PH SMS M4 /8 X 1/2" AS REGO. SNUBBER FASTENERS ST. STEEL PH SMS M4A 010 X 1/2" 6/ HINGE HINGE INSTALLATION SCREWS ST, STEEL PH SMS M48 110 X 1/2' 2/ KEEPER _- - KEEPER INSTALLATION SCREWS ST. STEEL PH SMS - _ CLAP WASHER FASTENERS ST. STEEL PH MS M6 /6 X 1/2' - _ SCREEN HOLDER FASTENERS STEEL STTALUM- Fli SMS M7 _ 08 X 1/2" 8 _ OPERATOR FASTENERS FH SMS M8 010 X 1-1/4" 2 BAR GUIDE FASTENERS - _-FH SMS M8B /8 X 1/2" 8 PLATE FASTENERS FH SMS M9 WS-100 (ES-5004) AS REOD. SNUBBER M M-10 M10 PJ543-SS AS REDD. CORNER KEY - M11 CLOT-0475 - MULTI POINT LOCKING HANDLE C - M12 CL02-2045 - SNAP ON COVER DIE CAST ZINC - M13 CL02-1020 - SNAP ON HANDLE PLASTIC - M14 CLOT-4001 - CLAMP WASHER ST. STEEL - M15 CL02-0021 - LOCK BAR ST. STEEL - M16 CL02-2036 - LOCK KEEPER ACETAL - M17 CL02-2027 AT 8", 12-3/4' & 20-1/4" FROM BOTTOMACETAL M18COII-0605 OPERATOR HANDLEMIS AMC-320 =JAMISa4RIDE, HINGE ST. STEEL AMC MANUFACTURING M20 0011-0651-000OR SPACER M21 W11-2202 OR SPACERM22 C011-2322 OR BRACKET- M23 C011-G451-085 ---_ -- - AWNING OPERATOR M24 E206 _-_ AS REDD, OUTER W'STRIPPINC EPDM DUROMETER 60t5 SHORE A M25 ESS005 AS REDD. _ INNER W'STRIPPING EPDM DUROMETER 60±5 SHORE A M26 ES-500B (27-425) AS REDD. GLAZING GASKET �- _ EPDM DUROMETER 70t5 SHORE A U28 ES-9000-BO1(80-341) 2/ LIVE SETTING BLOCKS EPDM I DUROMETER 80±5 SHORE A •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••s s • • • • • •• • • •• • • . .. •. . . . .. .• ... . . . ... . . SEALANTS: ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR/ALUMINUM COLORED SEALANT. LOCKS: SURFACE MOUNT METALLIC THREE POINT LOCK SYSTEM WITH ACTIVATING LEVER TYPE CAM LOCKS LOCATED AT 10` FROM BOTTOM AT FRAME JAMBS FASTENED WITH (2) #8-32 X 1/2" PH SMS SURFACE MOUNT NYLON KEEPERS LOCATED AT 5", 16" AND 22-1/2" FROM BOTTOM AT VENT JAMB RAILS EACH FASTENED WITH (2) #8 X 1/2" FH SMS HINGES SURFACE MOUNT METALLIC 4 BAR HINGES BY 'ADVANTAGE MFG. CORP,'LOCATED AT WINDOW FRAME UPPER CORNERS FASTENED TO FRAME WITH (3) #10 X 1/2" PH SMS FASTENED TO VENT WITH (4) #10 X 1/2" PH SMS ANTI BLOW OUT CLIPS: 1-1/2" LONG ALUMINUM ANTI BLOW OUT CLIPS AT FRAME HEAD AND VENT TOP RAIL LOCATED AT 11-1/2" FROM EACH END FASTENED WITH (2) #8 X 1/2" FPH SMS OPERATOR: SURFACE MOUNT METALLIC ROTO OPERATOR LOCATED AT MIDSPAN OF FRAME SILL FASTENED WITH (6) #8 X 3/4" FH SMS SURFACE MOUNT 2-3/8" LONG NYLON OPERATOR TRACK LOCATED AT MIDSPAN OF BOTTOM RAIL FASTENED WITH (2) #8 X 1/2" FH SMS Appm—1 m m plying With We Ilarida BuilAi^�r P.�@e bate _ ,i of it i': l t NOAir /�•0506.tJo Miami ayam ProducE Comr61 �V ro Z m • O � n c ° l IL 8 1% 0 Y•I � 0 g 0 t Cc 23 -p 4 R W Z{yoqc �- ppJJ W T F -j r n 3 � � �o a U j J W a II, NNa2 W C0 7 N Z 3 - � 3z�� fn C) �... 4 c u 0159 C o - � �30 '•JC NSF•'•. '� A a .70692 11 d 28,2018g = un •, STATE OF drawing ` no. •'•.FLO.. ... '' 1.218 — 2.125 .093 -j 2.0 .062 T— .691 FRAME U VENT j^-1.BBB �e2 62 L�I�� Y�°�1�—{ .500 V�..� J 725 �L 2.063-----7—t ® FLUSH FRAME ADAPTER 203—j r-- }_I .803 _ .050 .837 Ea GLAZING STOP (LAM. GLASS) � 1N1 , Appmmkas COIDQ,yt W j,h diC :• 70502 •• • : {7 3 t'TMi(1.98 Q COQB — i r _ un28,2O7 _ g NtOAA STATE OF L;; g e:Z5] ML�i Daiu `yacOu�Coavd '•, rrrh��A1„t�� sheet 6 of 6 IkiIAMJI•DADE MIAMI-DADE COUNTY w - PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONO1v111C 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.Qov/economy ES Windows, LLC 3550 NW 496' Street Miami, FL 33142 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes_ If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. ••.• DESCRIPTION: Series "EL300" Aluminum Outswing Door - L.M.I. '....' APPROVAL DOCUMENT: Drawing No. W17-59, titled "ES-EL300 Alumir"m 1Outsyj.Mg:4Qoor (L.M.I.)", sheets 1 through 12 of 12, dated 06/20/17, with revision A dated 07/21/17, �,T Wred by A?Fafooq CoTpoation, signed and sealed by Javad Ahmad, RE, bearing the Miami -Dade CoPtx `Product Control Approval stamp with the Notice of Acceptance number and approval date by the :1;L mi-Da f e -County Product Control Section. • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • • 09 • LABELLING: Each unit shall bear a permanent label v:rith the manufacturer's name jar IegQ, Ba l-anbilla, Columbia, S.A., series, and the following statement: "Miami -Dade County Product Control R$pfdded", unless otherwise noted herein. • • • • •. RENEWAL of this NOA shall be considered after a renewal application has been filed and there AA? been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product; for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTTSEIVIENT: 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 jab site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 16-0617.03 f Expiration Date: January 04, 2023 /Z[ ?,fa �� 1 Approval Date: January 04, 2018 / Page I ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W17-59, titled "ES-EL300 Aluminum Outswing Door (L.M.I.)", sheets 1 through 12 of 12, dated 06/20/17, with revision A dated 07/21 / 17, prepared by Al- .Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS L Test reports on: 1) Air Infiltration Test, per FBC, TAS 2.02-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) eater Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC, and TAS 202-94 6) Large Missile Impact Test per FBC, TAS 201-94 7) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing door, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-17-008, dated 06/15/17, signed and sealed by Constantin Bortes, P.E. with Letter of Clarification issued on 08/03/17, signed and sealed by Constantin Bortes, P.E. 0090 . . .... •.•.•• C. CALCULATIONS • • • • • L Anchor verification calculations and structural analysis, complying NM FBC'Sth •000 ""' • Edition (2014) and FBC-6th Edition (2017), dated 06/19/17, prepxg�d by Aj.F rpoq ; • • • • . Corporation000000, signed and sealed by Javad Ahmad, P.E. . .. 00000 2. Glazing complies with ASTM E1300-09. • • • • • • • • • • • • • • • D. QUALITYASSUIZANCE :06....00 1. ltiliami-Dade Department of Regulatory and Economic Resources(RFSR} :""' . :. • . :6060: E. MATERIAL CERTIFICATIONS ''" L Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass 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 "Sentry Glas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Co. (MA) for their ``Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. 4. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Co. (MA) for their "Saflex CP — Saflex and Saflex AP Composite Glass interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. rge M. Plasencia, P..E. Produc Control Unit Supervisor NOA No. 16-0617.03 Expiration Date: January 04, 2023 Approval Date: January 04, 2018 E-1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, to FBC-5'h Edition (20-14) and FBC-6' Edition (2017) and of no financial interest dated 07/25/17, issued by Al-Farooq Corporation, sued and sealed by lavad Ahmad, P.E. 2. Distributor Agreement, signed by Carlos Garcia and by Evelyn Daes_ 3. Laboratory compliance statement for Test Report No. BT-ESW-17-008, issued by Blackwater Testing, Inc., dated 06/15/17, signed and sealed by Dennis Duffy, CEO. 4. Proposal No. 16-1477 issued by the Product Control Section, dated 11/23/16, signed by Ishaq Chanda, P.E. G. OTHERS 1. None. . . .... ...... ...... .. . ...... .... ...... .... . .. ..... .. .. .. . ...... L J Jorge -M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 16-0617.03 Expiration Date: January- 04, 2023 Approval Date: January 04, 2018 E - 2 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE !MPACi. SHUTTERS ARE NOT REQUIRED. ES—EL300 ALUMINUM OUTSWING ENTRANCE DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. an Z N MI i 1 an 4 ] r, ii iT ff M4 I SQLARE BEAD OPTION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (STH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD DUCKS & 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—METALUC 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 OMCIAL 6" HEAT STREd'D. CLASS 090" Interlayer Troalfol PVB By 'Kuraray America. Inc.' OR .090" Interlayer SertryGloa By 'Kumroy America, Inc.' OR .090' Interlayer S.C.. Clecr And Cob, Glass By 'Eastman Chemlcai Co.' OR 075" Intedayer / SaOeM P With PET Core By 'Eastman Chemical Co.' 3/16' HEAT STREN'D. GLASS CORNING 985 CORNING 795 CORNING 2400 GLASS TYPE 'A' 7/16' OVERALL LAM. GLASS INSTRUCTIGM • • • • • • • • • • USP CHARTS AS VOLLOIf.• • • • • • ,CEP 1 OEE OESIG'R. WINO &ADaIRE(AIRESEM•BRSED • ON D V BLDN.•i{EIGH} WLNO•ZOAE • • USING APPLICABLE ASCE 7 STANDARD, STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE SHEET 2. •• ••• 1 SjP'P 3• FOR SDEI�iE PANEL jP} i i ACR7 SHE�T•3• • • • STEP 4• SLOE C00��88If NRON WRH BOOR • • • • • MOLL CAPAQtt %1RT•:aN SHEEt 4. • • • STEP THE LOWEST VALUE R[ERIMNG FOOM STEPS•2.3 • AND 4 SHALL APPLY TO ENTIRE SYSTEM. • • • • • • • • • • • •• •• • • • •• •• GLAZING OPTIONS HEAT STREN'D. CLASS 1/8" AIR SPACE I {t,Nr `t . m^• 3/16" HEAT STREN'D. GLASS q w 090' Interlayer !0 Troalfol PV8 S RKurcroy Amedca, Inc.' C ` g .090' Intedayer SontryCka � C By 'Kuraroy America, Inc.'OR C .090" Intedoyer Sell- Clear And'Color Cioae (� G urel a LL C By 'Eastman Chemical Co.' OR C p 0 .3 075" Intedayer Q; ai w ScMez OP With PET Core 'Eostman a lw j u G By Chemical Co,' ru dd JWO E r3/18" HEAT STREN'D. GLASS 6 W m 19 � SILICONE DOW CORNING 985 mDOW CORNING 795 z DOW CORNING 2400 n I p L � n L) t O C)�Mn p M GLASS TYPE 'Al' S Z ro 1" OVERALL INSUL. LAM. GLASS 7+ Z g I I n N S v * NOTE EXTERIOR LITE OF GLASS TYPE 'Al' TO BE TEMPERED FOR INSTALLATIONS ABOVE 3D FT. OF GRADE 3,/6" AIR SPACE CONSISTING OF, SPACER. 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'UNGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT: SILICONE DOW CORNING 791 GE 2000 PRODUCT REVISED ��A t' ' .••`.A/A, as C—Plyl�g erlth the Florlda �� A . BRllding Code : �:• -10EM • a n HOA-rw, 16-0617.03 8 n EExpiration Date 72023 Ni•m a Product Control� drawing ro. •, •Lg�� ` L�2�7�`i'�'. ...... ` W17-59 38 7/8" FRAME 'WIDTH 76" U �Y 35 5/16" n Z LEAF WIDTH 0 w 7d' 27 / SURFACE APPLIED FALSE MIN(TINS D L OPG m ( a MAY BE USED Sd �}ot I c � a0� i paoo 0 p ��LL6 p / �(zQas5} J / W E m m i O O \ I a , \ � o^o t \ V z 1Rd \ \ 3 U J F�F-- z VIN dN N 0 CD ACME $ Z 3 fO 3z T7 g) � Q v 7 5/8" MAX. MAXA y ,� w W M I HEAD/SILL HEAD HEAD/SILL HEAD (4) AT 3" D.C. CORNERS SILL CORNERS SILL STD, SILL STD. SILL RIN .I F OR DO AB F DOORS WITH AOA SILL TYPICAL ELEVATION TYPICAL ELEVATION ( X ) ( XX) o� PRODUCT REVISED W SINGLE as co ng with the Florida BuIlding odo NOA No. 16-0617.03 ExpinNon ont•01/04/2023 m ey O e H • • • • • • • • • • • t • Mmwn • Product ControlI{111 Illlr o < c • • • • • • • • `\11 `� • • • • • • • • Yv �' NOTE: o GLASS CAPACITIES ON THIS SHEET ARE GLASS D.L.O. FORMULAE: a= {y a e BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • D.L.O. YdDTH .••FitAME WID - 1 75U' X DOORS • • • • L ( ) • • • (XX {FRAME wgOTr-.zla438" A ot< .' 4y •.., o TOP.. drawing no. ANO FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAC5-DEC-219 • OT. R D.O. F��HT• 3 FRAME REIGMT • 1 i.438" (STD. BOT. RAIL) ( L`L 2 '/i 2�".� �i� Sa. �� ril�l W1 7-59 • • • 4'RAttE HEZ�1T 1 ,675" (HI -RISE 80T. RAIL) � sheet Q of 12' 1 II J� � G _ pO II- J J \ 11 o d � V I __-JL ----try== I I \ 11 I' B \ FRAME WIDTH 35 5/16° lc'AF WIDTH HEAD ANCHORS SURFACE APPLIED FALSE MUNRNS AT STILE ENDS 27 1/8" ({) AT 3" O.C. D.L CPG. MAY BE USED � A .\ 1 m=1 � E t b •i0 � I' 1 •� (� �� I C I O m p II II J L` 11 \ I I / — I I / 1 ACTIVE .I IIJACTI4E 7 5/6° MAX. 72 MAX. i SILL ANCHORS AT STILE ENDS DOORS ]AAD CiPACITY -PSF fRAME LEAF THRESHOLD TYPES IXT,(+) IM.(-) WIDTH HEIGHT WWTH HEIGHT 38-7J8" g6" 35-5/76" 83-9/16' STD. 80.0 80.0 38-7/8" g6" 35-5/78" 93-5/8" At1 80.0 80.D DOi1RLE DOORS LOAD CAPAQTY -PSF �HEIGHf LFAF THR�S� D TNT.(-) WIDTH WIDTH HEIGHT 76" 9G" 35-5/16' 93-9/16" STD. 80.0 80.0 78" 98' 35-5/76" 93-5/8' ADA 80.0 80.0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • V 37 S/8' 148 1/18" //ppyy� °f FRAME WIDTH - FRAME - FRAME MOTH tV � 34 1/16" 34 1/16' 35 3/8" 34 1/16" F-irr� PANEL WIDTH PANEL WIDTH LEAF WIDTH HEAD SILL ANCHORSAT PANEL WIDTH/ 25 1/16" 25 1/16' 27 1/8" (4) AT 3" DCS 25 1/16°SURFACE APPLIED SURFACE APPLIED �D.L OPC. .DO.L OPO. I D.L. OPG. FALSE MUNTINS m FALSE MUNTINS D.L AMAY BE USED 1MAY BE USED _ _ GX7 ut eni O \ 0 it a \ 4 �qp a O N ====rDr'� J u E \ gQ€ e \ Q W • g F x ly owN _ ul = \ —rr .- I' O N9 h B 00 f l o Z 3 �� ACTNE `�INACiIVE - ---'- O 3: z 1i- yZ IU)0 7 5/B" MAX. Al X 7 5/B" MAX. 12" ~�HEAO/SILL ANCHORS W M f HEAD/SILL HEAD CORNESRSLL HFAD 3" 6" 3° (4) AT MULLION ENDS CORNERS SILL SDELRE WIDTH SILL SEE CHART SHEEP 4 TYPICAL ELEVATION TYPICAL ELEYATION ( 0 ) ( O-XX-O ) '^ NOTE THE FRAME AREA OF ALTERNATE SIZE MUST NOT o EXCEED TESTED FRAME AREA = 98.7 $O. FT. h •g PRODUCT REVISED - e - • • 000 • • • s • • • as complying with the Florida 0 o h • • • • • • a • i Bsllding Code 43 • • • • • • • • • Mow No. 16-0617.03 1 y I I I o • • • 0 : •: a a Expiration Date 1/04/2023 `�AN, /I,,/ .�P... c R my / ' 'uOENgF' S 4 t17lam a Product Control 7 592 S D.LO, HEIGHT (SIDEUTE) - FRAME HEIGHT - 11.438° (STD. SOT. RAIL) = FRAME HEIGHT - 14.875" (HI -RISE BOT. RAIL) • • • r • • • • a _ - D.L.O. WIDTH (SIDE LITE) = FRAME WIDTH - 12.563" 0 • • • • .0. S a : • • • • OF W drowing ` no. •• • W17-59 �7�r1ry11lei Alt ` sheet 3 of 12 ii u II H ---ter-- II n II a� y -_ II fy o $ u � J II II n II II ---Tr-- u — u IG SIDELITE LOAD CAPACITY - 1'SF OR STAND ALONE STATIONARY PANEL (0) FRAME PANEL THRESHOLD TYPES EXT + ( ) INT.(-) WIDTH HE1C1Tf WIDTH HEIGHT 37-5/8' gg' 34-1/16' 93-8/76" STD. 80.0 80.0 37-5/e" Be* 34-I/16` 93-5/e' ADA 80.0 80.0 43-5/8' 82' 40-1/18° 79 STD. 80.0 80.0 43-5/e' 82° 40-1/l6' 79-5/8" ADA 80.0 80.0 H � ii n II ===n=== n D I I II � v a a0 oa u O p u II n 11 I I 11 u n • • • • • • • • • • DESIGN LOAD CAPACITY - PSF DOOR TO S"in OR DOOR TO DOOR NUUIOR SB) um WIDTH INCHES FRAME HEIGHT INCHES UNREINFORCBD EXT.(+)/INT.(-) REINFORCED IXT.(t)/INT.(-) 18 24 30 36 42 82 75.7 80.0 68.4 80.0 62.4 80.0 57.3 80.0 53.0 74.5 16 24 30 36 B4 71.4 8010 64.4 60.0 58.8 _ 80.0 5410 75.9 18 24 30 36 90 58.0 80.0 52.4 73.7 47.8 67.2 43.0 61.7 8 24 30 36 96 47B 67.2 432 80.7 39.4 55.3 36.2 50.0 all I; ffmfff:�I11 i � ��fll h UtREINFORCED REINFORCED DOOR TO SR]EUTE MULUON FOR. TO DOOR MULION C C F _ �A_. L C /L / / 1/9 \ H \ \ Ll B \ G 0 B \ B\ G / B B \ G DOOR DOOR DOOR DOOR DOOR ODOR FRAME SIDEUTE SIDEUTE FRAME SIDELITE FRAME SIDEUTE FRAME FRAME Fl1AilE SIDELITE WIDTH WIDTH WIDTH WIDTH WB)TH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH XO ( OXO ) OX F �/J SIDEUTE DOOR FRAME WIDTH WIDTH ( XOX ) H @ E A- \\ / %\ SIOELRE I DOOR FRAME SIDELRE WIDTH WIDTH WDTH NOTE: (%XO ( OXXO ) FOR DOORS CAPACrTY SEE SHEET 2 t FOR SIDEUTE CAPACITIES SEE SHEET 3. FOR SIDELME MULLION CAPACITY SEE CHART ABOVE APPROVED CONFIGURATION LOWER VALUES FROM DOORS, SIDELITE, DOOR/SIDELITE OR DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. y SIDEUTE WIDTH SINGLE (X) DOOR WIDTH Qj DOUBLE DOOR ODTH • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • {I DOOR SIDOU'rE DOOR FRAME FRAME WIDTH I WIDTH WIDTH Oxxx XXXpD( z 3 ;� z a h HN Hai 0'9t-¢ NN� U, z 101 of Sn �� m n J � -J w K O j r vio n W M 3 PRODUCT REVISED o a as complyying with the Ploridam S Building Cod• 16-0617.03 "radc,n Date 01 04/2 23 ```�1 ... III �'... ^ $ < Miami-0a mduct Control a • , 8 TE OF��(/+ drawing no, C 27 �:7 W17-59 �i. Ira."•... 3, TY?ICAL ANCHORS FOR SPACING • Doe • • • •• • • _ • • • • M3 • • • • • • • •• ••• • • • • • • • V. •° • • • • �E AJ IkNCHORS • • • • E 01 . • • • •• • • • • FDR 7ACIRG • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED ac complying with tha Florida Building Coda MCA -No. 16-0617.03 expiration Date 01 /CW2023 By Mlairfr ,5o b roduct Controi Ld 2 ? 2 1 Im DOOR DETAILS .—..r.::•{ryd-7� a )•'.. OF drawing ` no. ( iDN`•' �� ` ..sn_ �•••• �..I W17-59 N( llm'>m TYPICAL ANCHORS SEE ELEVS. FOR SPAGNG WOOD BUCKS AND METAL STRUCTURE NOT BY ES. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4" OIA. ULTRACON BY 'ELCO' (Fw177 KSI, Fy-155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 18Y BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED IWO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS 1-3/4" MIN EMBED IWO CONCRETE (HFAD/SLL/JAMBS) 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS (44.1113S) 1/4' DIA TEKS OR SELF DRILLING '-;CREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN, PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/5" THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO 9E PLATED OR PAINTED) TYPICAL EDGE 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 - 0.66 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'o - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. 28Y WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 4 TYPICAL ANCHORS SEE ELEVS. I'OR SPACING •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• • • . • . . .. . . .. • • • • •• • • • • • • a • • • • a • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • METAL STRUCTURE TYPICAL ANCHORS SEE ELEVS, FOR SPACING PRODUCT REVISED as eemp ong wlth the Florida BulWing de NBA -Jo. 16-0617.03 Expiration Date0110412023 By rdlmrnl-�Product Contr j MIAMI-DARE COUNTYAPPROVED I j I�CLIPPED MULLION 1 SEE SEPARATE NOA I`---------- ---- --' Q o Lp it OC3 �cxoRs O 'aFo TYPICAL zc� o yQ4� SEE i¢ ob FOR SPACING Q: 2 O a QW�LLF m QWms� J I o z J O J W M X z in 0 W R 7 3z_j^ O w Wr'Oj3� DOOR DETAILS EN3 i � I 4 n OF drawing no. W17-59 TYPK TYPICAL FOF )D SUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAIL © O • • • • • • • • • • • • • • • • • • • IMODUCT REVISED "complying with the Florida 9olldhrg Code NOA-No. 16-0617.03 • • • • : • • • • • • : • • jpjf: n Data 01 /04/2023 •• • • • • • • • i rod•ot Control ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 /4' MAX. FOR SPACING BUJ.. I C z Z 5 J W J a: La ate' o�M� ZiiJ e N W) W W M 3 DOOR DETAILS E N u 4y, OF .Vj� drawing L no. 17 L59 3, FOR SPACING © E71 E3 • a • • • • • • t ANLtIORS • • • • EDGE O'ST. • • SEL•giV' • • • • • • FOR rACMC • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •. • • • .• •• ••• • • • ••• • • PRODUCT REVISED as eomp1w with the Florid. Building Code NOA-Ho. 16-0617.03 Expiration Date 01/04/2023 BY MIamlCDS,40-Mduot Control 141miav O "a Q 2� W G bi 'n m V pnc�� W JEo rL aZ�F� 162E' J 0 1 "0 O PB C3 v z U o �w 3 23�v 5 w LJr)mk, SIDELITE DETAILS 8 OF (yc drowing no. W17-59 I #10 SMS OR TEKS H AT 6" FROM ENDS REINFORCING U t/SHIM AHD t2" O,C. MAX. SEEOPTIONAL M8 ■U (CARBON STEEL TO PAINTED OR PLATED) .. �L• M2g E72 M2 Efi E6 LY2 24 E72 E7 MZ E9 Z �y�ni' TYPICAL ANCHORS ,, . SEE ELEY. FCR SPACING oR b N M pjM =, EXTERIOR 1 E77 El M5 24 M2fi 27 E21 D.L OPG. M24 E16 22 Mt2 26 M27 E21 Q m i; SIDELITE PANEL WIDTH DOOR LEAF WIDTH SIDELTTE FRAME WIDTH DOOR FRAME WIDTH J �n m 8 Z OPTIONAL REINFORCING SEE 3FIEEI CAPACITY O L L O REINFORCING J w 4 FOR Me (CARBON STEEL TO BE PAINTED OR PLATED) SE-E SH Mg SEE SHEET 4 FOR CAPACITY (CARBON STEEL TO BE PAINED OR PLATED) Z � M2 4 E12 El M2 EB E6 E72 E1 E12 M24 N2 E6 Z d' w � � rn � n ST 0 M Z J 3z"g I _Jl 8 G`S EXTERIOR E16 Mn 12 M26 M27 E21 E21 (Ms E16 IA24 EXTERIOR _ \ j 0 8 DOOR LEAF WIDTH _ DOOR LEAF WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH SIDELITE FRAME WIDTH rn � o O o M 6 •• ••• • • • •• • • • • • • •• • • PRODUCT REVISED tt1l I Itt < < • • • • • • • • • • • • 0.0 • • • • as complying with the Florida • • • Building Coda 16-0617.03 • • • • • • • • • • • • Non -No. N u Expiratlon Date 01/04/2023 ' a n • • • • • • • • • p • Miami-0a roduct ontrol C L a Y 5 • • • • • • . • i • • e • • • • DETAILS •, OF � 4y � drawing OO. W 17-59 • • • • SIj��%i 1'. tttl llitlltt sheet 9 of 12 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM I PART I READ. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS El ES-EL30C-001 3 FRAME HEAD/JAMS 60E3-176 - E2 ES-EL300-002 1 FRAME SILL (STO.)— —_ 6063-TB - E3 ES-Et3G0-003 1 FRAME SILL (ADA) 6083-T6 - E4 ES-EL300-004 2/ LEAF TOP AND BOTTOM RAIL 6D63-T6 - E5 ES-EL300-005 l/ LEAF HI -RISE BOTTOM RAIL SOBS -TB - E6 ES-EL300-006 1/ LEAF JAMB STILE 5063-T5 - E9 ES-EL300-009 1 ASTRAGAL STILE (ACTIVE) 6063-T6 - EIO ES-EL300-010 1 ASTRAGAL STILE (INACTIVE) 6003-T8 Ell ES -EL 300-011 1 MA SILL W'STRIP ADAPTER 6063-T6 - E12 ES-EL.300-012— - 1 FRAME COVER 6063-T5 - C13 ES-EL300-013 4/ LEAF CLASS STOP (LAM. GLASS) BOBS-TS - E14 ES-ELiOO-014 4/ LEAF GLASS STOP (LAM. GLASS) 6063-T5 - E15 ES-EL300-015 4/ LEAF GLASS STOP (INSUL. LAM, CLASS) 6063-T5 E16 ES-EL300-016 AS READ. SNAP N FILLER 6053-TG - E17 ES-EL300-017 AS READ, EXTERIOR TRIM 6083-TO - E18 ES-FL300-015 AS READ. FRAME COVER 6063-T5 - Et9 ES-ET300-019 1 COVER STD. SILL - 6063-TB - ------ --- E20 ES-8011 1 COVER ADA SILL 6063-76 - E21 ACC-PL-020 1 BACK UP PLATE 6063-TG - MI ES-500BA AS READ. GLAZING CASKET SILCONE DUROMETER 65t5 SHORE A M2 ES-P251-4i05A AS REOD. EXTERIOR LEAF GASKET SILICONE DUROMETER 70t5 SHORE A M3 ES-457-GO9 AS REOD. ADA SILL GASKET EPDM BUROMETER 70t5 SHORE A M4 ES- 21-B04A 2/ LITE SETTING BLOCKS AT 1/4 POINTS SILICONE DUROMETER 80=5 SHORE A M5 W23221 NG AS REOD. PILE W'STRIPPNG POLYPROPYLENE - M6 W23221 NK AS REOD. PILE W'STRIPPNG POLYPROPYLENE - M7 W23381NH AS REOD. PILE W'STRIPPNC POLYPROPYLENE - M8 - AS REOD. MULDCN RENF. CHANNEL (LENGTH MULL HT. - IV) A36 STEEL - M12 - 4/ LEAF HINGE ASSEMBLY - HAGER M22 112-24 X 1/2' - HINGE FASTENERS ST/ST FH SMS M23 /8 X 1/2" - W'STRIP ADAPTER FASTENERS ST/ST PH SMS M24 #10 X 3/4' - FIX. PANEL FASTENERS, AT 6' FROM ENDS & 12' O.C. ST/ST PH SMS M25 112 X 1-3/4' - FRAME ASSEMBLY FASTENERS ST/ST PH SMS M26 3/8-16 X 2' - LEAF/PANEL ASSEMBLY FASTENERS ST/ST HEX TAP FULL THREAD 18-8 M27 - - 3/8' WASHER ST/ST HEX CAP FULL THREAD 18-8 M;s /10 X 1-3/4' AS REOD. HEAD ASSEMBLY FASTENERS ST/ST PH SMS •• ••• • • • • • •• •• ••• •• • • • •• •• ••• • ••• • • • • • • •• • • ••as* • • ••• • • • • a s • • • • • • • • • • • • •• •• • • • •• •• dACTIVELEAF SURFACE MOUNT 3 POINT MORTISE LOCK SYSTEM BY 'INTERLOCK USA' KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR LEVER TYPE HANDLE AT 43-5/8' FROM BOTTOM ACTIVATES SHOOT BOLTS ENGAGING 3/4' MIN. AT HEAD AND SILL FASTENED WITH (2) JIO X 3/4' FH SMS INACTIVE AF: SURFACE MOUNT 2 POINT LOCK SYSTEM BY 'INTERLOCK USA' LEVER TYPE HANDLE AT 43-5/8' FROM BOTTOM ACTIVATES SHOOT BOLTS ENGAGING 3/4" MIN. AT HEAD AND SILL FASTENED WITH (2) #10 X 3/4" FH SMS NGES: 4-1/2' LONG FLUSH MOUNT STEEL BUTT HINGES BY 'HAGER' FASTENED WITH 12-24 X 1/2- FH MACHINE SCREWS FOUR PER HASP(LEAF). TOP AND BOTTOM HINGES AT 7-7/8' FROM EACH END (1) HINGE REOD. AT MIDSPAN FOR 52" HIGH DOORS WITH STANDARD THRESHOLD ONLY. ALL OTHER DOORS TO HAVE INTERMEDIATE HINGES AT 26-3/e' O.C. MAX. SEAILANT,S ALL FRAME AND LEAF JOINTS AND SEAMS SEALED WITH DOW CORNING 791 SILICONE. PRODUCT REVISED as complying with the Florida BWlding Code NOAL-No, 16-0617.03 Expiration Date I04/2023 Mlam a m UCt Control r Z �e 0 {%00`p �IN1 yy� }0C 417NM GVT 7 a 0 � N Q 60Q� 04 c yLLZm � o W 17D-59 7Ii—� 4.000— 1.600 Typ 1.400 2.416 I� 1�2.098—�I Et FRAME HEAD/JAMB 1.827 - .120 C70 I TYR t.s00 .456 3.985 k3 FRAME SILL (STD.) ,080 iJ7J TYP. 5i00 -2511 I —` E3 FRAME SILL (ADA) --j226 32S 11.314� L (E71 ADA W'STRIP ADAPTER 045 TYP. 1.086 1.696� FRAME COVER 10 TOP AND BOTTOM RAIL. 7 s) HI -RISE BOTTOM RAIL 4.500 O80 TIP. 1.750 1.490 .-- ' �3 F�3.625� 045 � 7-1 t8 TW. 1.383 289 F-1.706-.i� •080 FRAME COVER E79 COVER STD. SILL JAMB STILE 71t F 287 .040 COVER ADA SILL 3.625 793 TYP. 1-1 1.4 5 .673 ,. � 1.222 •873 062 1.222 5.296 E13 8E9 ASTRAGAL STILE (ACTIVE) CLASS STOP (LAM. GLASS) O80 I 1.319 TYP. 2065 0 D70 3.182 ��3.825if- 0 L— ,ASTRAGAL 511LE (INACTIVE) � L•303 950 Ets SNAP IN FILLER .725 2,225 -j MULLION REINF. CHANNEL •• ••• • • • • • •• s w•• • •• ••• •• •0 • •• 3.182 303 .. . . ... .... .. . . s • • • EXTERIOR TRIM• • • w • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• PRODUCT REVISED as wmplyylInp with the Florida Baildi.9 Cor�• NOA,No, 16-0617.03 I_xptratlon oats 1/04/2023 By Miam a Product Contro 2 p E p� 1 .231 .873 062 (L E15 m N m 78 ui ICI' GLASS STOP (INSUL LAM. GLASS) 0' c Is .5 00 it !� z((pWpIpp41 =ry n J, II 7 0592 OF k/� drawing ` no. moo: .M :• . I KNOM 14; TOP CORNER 9S24R/3IDELITE ERAME • • • • • BOTTOM CORNER Im •• • • *PRODUCT REVISED as comp ngg with the Florida "'zny ds NOA-No. 1 "61 T.D3 • • • Expiration Date 01/04/2023 • • .0. • • • • • • a rodaet Contro ... . . .. .... . . . . . . . . . . . . .. ... . . .. .. ... . . . ... . . �Z2eL 7 ��U oz �a gd °s�� of Pi � oL0 tN Mg 4all�) o a .: l iO n —drawing no. 3� W17-59 MIAMFMIANII DARE COUNTY 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/economy ES Windows, LLC 3550 NW 49`° Street Miami, FL 33142 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AFU may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. • • • • DESCRIPTION: Series "EL-150" Aluminum Single Fixed Windows - L.M.I. • • • • • • • • • .. . .... • APPROVAL DOCUMENT: Drawing No. W16-70 Rev B, titled "ES-EL150 Fixed Ay.�p"Um Wdw. TL-M-I)", • • • • sheets 1 through 9 of 9, dated 11/13/16 and last revised on DEC 07, 2017, prepared byiAkFarooq Corporation,.•.•; signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Conpvl•RVvisioi:%aibp witlf the Notice of Acceptance number and expiration date by the Miami Dade County Product C6111tol Section ' • : • • • ...... . ... ..... MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. ' .. .. .. . ...... Limitations: • 1. See design Pressure VS window sizes and glass types in charts in sheet 3. See glazing *es mi " sheet•2. • • • • • • 2. See sheet 5 for optional mulled side by side installation (Approved impact mullion, tFndej*Wparate approval),;....: when the windows are mulled, lower Design Pressure may control for entire assembly' AIIJ to fevie% such' • installation for tributary end load and required anchors. * • 0 • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, BARRANQUILLA, COLOMBIA S.A., 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. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 16-0617.05, consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. MIAMMADE COUNTY NOA No. 17-1218.12 Expiration Date: May 18, 2022 Approval Date: February 08, 2018 Page I ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W16-70, titled "ES-EL150 Fixed Aluminum Wdw. (L.M.I)", sheets 1 through 9 of 9, dated 11/13/16, with revision A dated 05/12/17, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, RE.,. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of aluminum .fixed window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-16-004, dated 11/14/2016, and revised on 05/10/2017, both signed and sealed by Constantin Bortes, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 0.0 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 '00000 . • • • • • along with marked -up drawings and installation diagram of aldx�► ln. fixgd•IiVdow, ., prepared by Blackwater Testing, Inc., Test Report No. 13TIL1E t4W-17-M, 'dated" 05/10/2017, signed and sealed by Constantin Bortes, P.E. • C. CALCULATIONS •' •' . ...... . ... ..... 1. Anchor verification calculations and structural analysis, conjplyj_ug with. PBC 5'• . • • • • Edition (2014), dated 11/16/2016 and revised on I2/21/2016,1rapaiyd by Al2Farooq •. Corporation, signed and sealed by Javad Ahmad, P.E. 0• • 2. 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. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayer" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas@ (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 11/11/18. 4. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. l .( Is aq I. Chanda, P. E. Product Control Examiner NOA No. 17-1218.12 Expiration Date: May 18, 2022 Approval Date: February 08, 2018 E-1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014), and of no financial interest, dated 11/16/2016, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Distributor Agreement, dated 02/21/17, signed by Carlos Garcia (Cl Energia Solar SA) and by Evelyn Daes (ES Windows). 2. Statement letter of no financial interest, dated 11 /22/2016, prepared by Blackwater Testing, Inc., signed by Dennis Duffy. 3. Test proposal # 16-1476, approved by RER, dated 12/16/2016. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W16-70 Rev B, titled "ES-EL150 Fixed Aluminum Wdw. (L.M.1)", sheets 1 through 9 of 9, dated I l/13/16 and last revised on DEC 07, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • • • • Note: This revision consist of editorial changes of FBC 17 (6t` Edition):gg4 romplix" B. Test """ • • • 1. None. .. C. CALCULATIONS •"' •� 1. None • • D. QUALITY ASSURANCE • • • • • • 1. Miami Dade Department of Regulatory and Economic Resources (RER). ' • • • • E. MATERIAL CERTIFICATIONS "' • 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (61' Edition), dated 11/08/17, prepared prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises # 16-0617.05, expiring 05/18/22. Ishail L Chanda, P. E. Product Control Examiner NOA No. 17-1218.12 Expiration Date: May 18, 2022 Approval Date: February 08, 2018 E-2 48' WINDOW WIDTH 44 7/B' D.L GPO. 12" B. MAX. q HEAD/SILL HEAD CORNERS SILL I L II it G U it II I 5 II 11 __ cl6rv—_dF-=v II II II II I. II II iI It it W '� � II / II _ O z 3 ,� n II II �I II I 11 II II II II I I u u FALSE MUNTINS, B (SURFACE APPLIED) 4 MAY BE USED ES-EL150 FIXED ALUMINUM WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FlX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. TYPICAL ELEVATION FLANGE FRAMES 48' 48" w WINDOW WIDTH WINDOW WIDTH 44 7/8- 44 7/8- m D.L. OPG. ST OPG. Z � � 6" MAX. HEAD/SILL 12- A MAX I nv�DD� 6" MAX. HEAD/SILL 72' A MAX. HEAD QQn q x < Z o. Y7vZ CORNERS g I SILL CORNERS 7 SILL (� U p U $ g �,y C I' II I, I tl II ° It q �F W 7 I� II II II I It II 1 II II It II Z 'm 2 O J it j� li m n O N It- 3 ----- ----- ---- ----- n I 11 11 it II II ii II C 0 .� It I • V - I• LU a p (AN�n _ _—m✓ril N m�.l $ g H gImW N 0 Z3.Jo 6 z TYPICAL ELEVATION TYPICAL ELEVATION FLANGE FRAMES WITH FLUSH ADAPTER FLANGE FRAMES WITH FIN ADAPTER r1rTTTTf1 DAYLITE OPENINGS: D.LO. HEIGHT WINDOW HEIGHT - 3.125" o THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE D.L.C. WIDTH = WINDOW WIDTH - 3.125" REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA H BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVH7). 18Y OR 28Y WOOD BUCKS k 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 S ON ETAI THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. 2 m d IrS • • • SHUTTERS ARE NOT REQUIRED. w p N AND INSTALLED PER MANUF'S INSTRUCTIONS! sPECIF Ef B�E&EI'Q�4 SVE t • o MATERIAL SHALL BE BEYOND WALL DRESSOG OR STU 0. •• • • • • • �„r.^ 1111U1111/ m g < m A LOAD DURATION INCREASE IS USED IN DEIGN OF•ANCHCRS•INT8 WQ00•AA�- •• q L;.� 0 Ln47 ETjU jly4 410!OGMPRAlBLE. • ALL SHIMS TO BE HIGH IMPACT, NON-M I A • N• • • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT With ,feeift COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE "°[Cafe _ 70572 REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS. • Aaeept coo 17-l2 f •)2 _ 10 sY _ y THIS PRODUCT APPROVAL IS GENERIC AND•DO"NOT PROMFE IN FE( ON • • • • �sP+tafiaa 4te Oil FOR A SITE SPECIFIC PROJECT, Le. UIE SAFETYl1F THIS PROIYUCT, ADEQUACY, • • • OF STRUCTURE RECEIVING THIS PRODUCIDAND SCALING AR&44Q OVRING F11R •• • • �5l" �• /+ _ Or • 40- drawing I WATER INFILTRATION RESISTANCE ETC. • • • • • • • t >'eNstf}•M•t '%�` 10A•' W 1 6_70 CONDITIONS NOT SHOWN IN THIS DRA^G•ARE 1S BE ANl�Y�F�I S�P(J�4TELY, •• • // �O •L ��` � AND TO BE REVIEWED BY BUILDING OFFeIAL. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TEMP. GLASS -5/I6- AIR SPACE 1/8' HEAT STREN'D. GLASS 090" Interloyer Troaifol PVB By 'K.raray America, Inc.' OR 090' Interayer SentryGlas By 'Kuraray America, Inc.' R .090" Intenayer Saflex Clear And Color pass By 'Eastman Chemical Co.' R 075" - rayer Sofex CP With PET Core By 'Eastman Chemical Co.' 1/4" HS. GLASS SILICONE r DOW CORNING 795 DOW CORNNG DOW CORNINGINSTANT BSTANT GLAZE III 2 E4 \Ir 0 d/ AT 1/4 POINTS M4 ALL SIZES GLASS TYPE 'Ai' 7/8' OVERALL INSUL LAM. GLASS 1/6" HEAT STREN'D. GLASS 090" Interloyer Troaifol PVB By 'Kuraroy America, Inc.' 090' Interloyer SentryGins Kuraroy Amri eca, Inc.' OR 090' Interlayer Saflex Coor And Color Glass 'Eastman Chemical Co.' OR 075' Interloyer Saflex CP With PET Core y 'Eastman Chemical Co.' � ' NEAT STREN'D. GLASS SILIC DOW CORNING 795 2 CORNNG 983 I.r5� DOW ONE C RNING INSTANT GLAZE IN AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'A' 7/16" OVERALL LAM. CLASS 3/16" HEAT STREN'D. GLASS 090' Interloyer Troaifol PVB — -- _ By 'Kuraroy Amerca, Inc.' OR • Z q a 090" Interloyer C SentryGlas 0 'Kuraroy America, Inc.' _ U `— .090"afle Interloyer An Saflex Clear And Color Glass Chemical Co.' a •4 rQ GC7 N O'Eastman C 075" Interayer A l A 1A, Saflex CP With PET Coro V O 'Eastmon Chemical Co.' O p 3/16' HEAT STREN'D. GLASS 8 __ r� SILICONE i. DOVE CORNING 783 M2 li '1 DOW CORNING 983 ! Oj Q W= W r LLy u) DOW CORNNG INSTANT GLAZE III dElm o �n Iwl — �i 1]/ \\\"Il�llll� (/ AT 1/4 POINTS ON LITES \3 WIDER THAN 36' ONLY rTASS TYPE 'R' 7/16' OVERALL LAM. GLASS -- 5/32' TEMP. GLASS 5/16" AIR SPACE j5/32S'AT STREN'D. GLASS Interlayer fol PVB Kuraroy America, Inc.' ' Interloyer ryGlas Kuraroy America, Inc.' ' Interloyer x Clear And Color Glass astman Chemical Co.' ' Interloyer x CP With PET Cars Eastman Chemical Co.' /32' HEAT STREN'D. GLASS SILICONE DOW CORNING 795 DOW CORNING 983 asDOW CORNING INSTANT GLAZE III ••• • v• (�• • ••• El M4 AT 1/4 POINTS ALL SIDES • • • • GLASS •TYPE L' e • o • • i • •/%; QVU*LL INS*. LAMP •LASS GUZINt aPTIM • • • • e • • • • MOOUC f RIEVISBY r=004ftT*blit Wlw" hodiiZ* rss Cohedy L?�2 Aacepee me Eepirasle• 4l_ Wad Yedf 5/16" AIR SPACE CONSISTING OF: SPACER: 'HEUMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT: SILICONE DOW CORNING 791 GE 2000 � U D JL r _ w t N: X o C n O U) -- 3z`n J L,I C6 g in Li Q W r7 � gl� S �: • OP.N6F •• ': � x .c•� of r•kf� drawing' no. DESIGN° LOAD CAPACITY - PSF GLASS TYPES GLASS TYPE WINDOW DIMS. 'H', 'AI'. 'Df' 'A' 36• 42" 48• 48' 54" 60' 30' 35" 42' 54' 48" 54' 1. 30: 36 42• 60 48' 54" 80' 30' 36" 42' 86" 46" 54" BD' 30" 36' 42' 72' 1. 54" 60• 30' 36' 42" 78' 48• 54" 30' 36" 42" 84' 48" s4" 30' 36" 90' 42" 48' 30' 36' 96• 42" DFMVN LOAD CAPACITY - PSF GLASS TYPES CLASS TYPE DIMS. 'li, 'Ai', b� 'A' 30" 36' 102' 42' 30" 36" 108" 42" �• 114' 36" 30' 120" 36' DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPES 'H', 'Af', ." GLASS TYPE 'A' WIDTH HEIGHT E%T.(+) 1NT.(-) EDR.(+) 1NT.(-) 19-1/8• 26-1/2" 37" 4a' 53-1/8' 26" BO.O SOO 80.0 BOA 80.0 80.0 60.0 80.0 80.0 30.0 60.0 80.0 50.0 80.0 60.0 80.0 80.0 80.0 60.0 80A 19-1/8" 26-1/2" 37' 1. 53-1/8' 38-3/8" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 50.0 80.0 60.0 77.8 50.0 80.0 60.0 75.0 BO.0 80.0 60.0 75.0 19-1/8- 26-1/2" 37' 4a" 53-1/8• 50-5/8' BO.O 80.0 60.0 80.0 80.0 80.0 80.0 50.0 50.0 80.0 60.0 77.2 80.0 80.0 60.0 60.0 75.9 75.9 56.9 56.9 19-1/8" 26-1/2' 37" 48° 53-1/8' M. 50.0 50.0 80.0 80.0 60.0 80.0 800 80.0 80.0 60.0 80.0 80.0 80.0 72.3 72.3 54.2 19-1/8• 26-1/2• 37' 1. 53-1/5" 63" 50.0 80.0 60.0 50.0 111 60.0 80.0 00.0 80.0 80.0 80.0 60.0 72.3 72.3 54.2 19-1/8' 26-1/2" 37" 48" 53-1/8° 76' 50.0 50.0 50.0 60.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 60.0 72.3 72.3 54.2 WINDOW WIDTHWINDO,_ W WIDTH_ - 1�T' , T 'jr- it I I L - _ J WIND01 1 WINDOW WIDTH I WINDOW WWID71'I 3 3 3 L J WINDOW 1 WINDOW W WIDTH WINDOW WIDTH � r � 80.0 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 77.8 VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. B0.0 54.2 PRO•UC t' Rsvow B0.0 0 �FM•E wMY 76�e Fim� keNlmgcok 50.0 A-14-Iee No t -rzr •l2 77.8 E.Findw Mite 60.0 w NOTE: 542 I'--- I �c.o d GLASS CAPACITIES ON THIS SHEET ARE aOm* • • • • • • •• BASED ON ASTM E1300-09 (3 SEC. GUSTS). J7t ✓ • • • • • L C, Q 7 2�i!%\\IP®I lwli II 54.2 70602 •• •• • • • •• • • • of • • • • • • • • • • • • 1O� : �;` • • • • W pjes�{'�� ".yy • DIMENSOM5 CAN •E ORIENTED ,�i/ �ys••••• o�� • • VERTICAL['( RIZONTAILY AS SHOWN ABOVE. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 h 2 �. w 2 N N �02 0Gnp �10 QQ Q �Gp ei 0 4w2C4 In 6 In JII R 0 A 3 31 z Z J W It r w 4 O 4 q n w Nz�5. j 3z`o W w ch W M i n •t q a � drawing no. W16-70 lay WOOD SUCK� n: {Q • a. � a O EQ 4 f ' .A .'% TYPICAL ANCHORS SEE ELEV. FOR SPACING x m o ED9E DIST: � EDGE o DIST. n — TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING rRanuc [ rtElems QWAP y W with Ot nma Frptet•..li.te Z Dl1,d Rya � Gw.ul� 1 • • t• • • • • • • .. •3i• • • • . • ••• N1 d Et • MM • '• • • • • • • • • • •• •• • .EDGE DIST. _� °' �` 9 • • '1 BY • �'0 • • • • • • • We BUCK • • \TYPICAL ANCHORS • • • ••� • • • SEE ELEV. EDGE DIST. SEE E . • • • FOR SPACING FOR SPACJNG ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • == Fr---- ----------�- aW r I METAL � 1 MWAI-DARE COUNTY APPROVED I � fO STRUCTURE II MULLION & MULLION ANCHORS II • 3 I� SEE SEPARATE NOA 11 EDGE DIST. Z I H O C 4 \ N � Li pI G p� 1� o TYPICALSEE HORS AT FOR SPACING {L z (A L° j 081 WOOD BUCKS AND METAL STRUCTURE NOT BY ES. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Q 522 AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING f e1 1/4" DIA. TAPCON BY 'ITW' (F-125 KSI. Fy-100 KSI) 3 0 1/4' DLA. ULTRACON BY 'ELCD' (Fu-177 KSI. Fy-155 KS) 3 INTO 29Y WOOD BUCKS OR WOOD STRUCTURES j 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) Z THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO MASONRY (JAMBS)Lu p N N n DIRECTLY INTO CONCRETE OR MASONRY Q M b 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) n 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) .o w'' 1 /4' DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) I uj - INTO MIAMI-DADE COUNTY APPROVED MULLIONS I� W M 4 OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN, TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6053-T5 MIN.) LI STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) c � c « TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. - £ INTO WOOD STRUCTURE - 1" MIN. •� g INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f c - 3000 PSI MIN. c `" C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. 'm S JP,.. �... . %sue:...•, OF ;'�4/� drOwing� ®� ` A,G,, W16-70 no. W 1 e Z M � I/4' MAX. © - 1/4' MAX. 0 q SHIM SHIMS 1/4, MAx '< 7 �a io M7 f? TYPICAL ANCHORS SHIMS TTp ANCHORS SEE ELEV. SEE ELEV. FOR SPACING ad FOR SPADING C a 7 p o ", •• . V� N n 1 /2' J. t/4' 1 :/4 . • , 7V O P1 °�o< _----- - ---- -- ---- - - - - v •;� 4 EXTERIOR tBY E1 D.L. OPG. WOOD BUCKS ley WINDOW WIDTH WOOD BUCKS 3 0 TYPICAL ANCHORS 3 SEE ELEV. m FOR SPACING Z 1/4' MAX.MIAMIJ J W ROVED COUNTY Y ¢ APPROVED MULLION SHIM F- N .- SEE SEPARATE NOA� w 3 N 4 DanN --- Z m I I I SETYPICAL A E ELEy,NCHORS 3 Z N FOR SPACING w O I II i N 0 Q W W M m k' I I �I Ii I I W I /MtODUC C RCV�B�� S Yy t� H � � a � TYPICAL ANCHORS METAL - SEE ELEV STRUCTURE i FOR SPACING WINDOW WIDTH WINDOW WIDTH •• ••• • • • • • •• o AHI �P v �NBF • • • • • • • • • • • • . _ ATE _�� Lvri g no._70 ""T0 AI1!\1N�� sheet $ of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE DIST. p �N i o EDGE GIST. METAL STRUCTURE MIAMI—DADE COUNTY APPROVED MULLION✓4 MULLION ANCHORS `O 3 Z q _I I SEE SEPARATE NOA o 0 " a � EDGE DISf. I i I � N LL 0A ALT. 2 Q C C ai ado TYPICAL ANCHORS SEE ELEV. TYPICAL ANCHORS SEE ELEV. TYPICAL ANCHORS SEE D.EV. FOR SPACING FOR SPACING FOR SPACING mWDL1Cf AEv%m K�yq"It Lk FWAL NM•f•R 6rM Z l IS L l + 2 J A•uyh•a No�2. Tad 7rdJaat C•Wwt � J � h Z J O ¢ s i /a MAX. 0 ~ N 'n W E" SHIMS (` I X M" 0 •t raj I WE3 ALT. p Z 3 TYPICAL ANCHORS 3 z L` SEE ELEV. FOR SPACING W g a rI W W u) u � T/2• 0 TYPICAL ANCHORS u SEE ELEV. fOR SPACING WINDOW WIDTH 8O ALT. .. r,,'`�C 0 7 ?P19 L� a �o<m IT 0 �' ° INSTALLATION D•EJVLS WJTH FLUSH E ADAPTERS - v ° ' • SEE SHEETS 4 5•FOR WINDOW DGT74 • • Jr` •. $ .° v° s • • • • • • •• • • �• • • OR ((�� •.. ///`` drawing no. _EDGEDID.' _ Is _ I • • • • • • • sheaf 6 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS w ILLUSTRATIVE DTLS. ONLY `SEE FOR SPACWG I EXT. OR INT. FINISHES NOT BY E.S. WDW. 3 Z V / ' n • F " X TYPICAL ANCHORS: SEE ELEV. FOR SPACING Wgg WOOD SCREWS J10 (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0.21 1-1/2- MIN. PENETRATION INTO WOOD o O u O E6 �S'w�STT ALT. s C c J10 TEKS/SELF DRILLING SCREWS :L Z'A - AT 6 FROM ENDS AND 12 O.C. MAX. 8S , I� C7 IO aW22 1 /4' MAX. n GAP 1/2' MIN. I Z a a E6 ALT. Lj W x U� p 'o m F* x f 10 TEKS/SELF DRILLING SCREWS Mt6DUCf REVKFO O Z 3 W AT 5 FROM ENDS AND 12 O.C. MAX. i r�.Pb'�R•y°:."0c� bodi.r Cy.L 10 J .J �i Z I'' uo� Mj �.yp{ruw■ I)gir Z W La M .. yr' lbtlr ro0oef _ TYPICAL SEEDEL . EXTERIOR o F FOR SPACING #10 TEKS/SELF DRILLING SCREWS WINDOW WIDTH u AT 6 FROM ENDS a m o AND 12 O.C. MAX. OB • • • • • • • • • • • t O O _ E6 • • • • • • • • • y�Sl� a ! 1017 Z INSTALLATMN IT WITIt FRAME ADAPTERS i f \ I -TAILS �N • SEE SHEETS 4 R 5 WOR WINDOW DSWAILD • • o e TYPICAL MlCHORS 0 0 • • OF •, ' W 1 6 — 70 SEE a", • • • • .. . `S'3 •.. ,��.� ///�` FOR SPACING sheet 7 of 9 • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • t 2.917 W u 1 e .050 937 Z ro m % 1.Sfi2 L .719 C m W 062 2 n 2 1.187-ti 0 q U q 9y�9L1 E7 FRAME 0 y ci C aloo 277 l_ G �t a G 1.670 {L Z o 4 E2 FRAME SCREW COVER 2.857 a p� J Y1 500 25 p i .f'_ 3 n 2.780 � R Z E5 FLUSH FRAME ADAPTER J LJ 1.428 Q Li 3 N d h X Ocn M n � 0 - M 1.500 - -.063 b Z �+ m 3- Li � J � O .500 .625 Lo w W M ,= .045 I�-2.760 Ee FLUSH FRAME ADAPTER WITH FIN _Malmo," 2 Q a Date m Zd z c•� we ••• • f • • • .• p O^. ry • • • • > .833 �-- .519-{ 1 I j—.135 I I � fI�I .62� .823— of .6Y5 • • • • • • s • • • • 1_ O50 974 1_ .050 .974 .L_ 062 .974 • • • • f • • • •� • • • • 00. • • • • • • A OF �<y� drawing ` no. II I II_ 000 •. • • • • �.• e C� .202 O —I .202 E` .202• • • • • '��yQS ••. �' �1' �` w� 6-7� GLAZING BEADS 1TSY / PART � REQD. DESCRIPTION YATSRIAL YANF./SUPPLD3R/REYARlf3 E1 ES-EL151 1 FRAME 606J-T6 - E2 ES-EL152 AS REOD. FRAME SCREW COVER 8063-T6 - E3 ES-EL109 AS R00. GLAZING BEAD (5/i6' LAM. CLASS) 8063-T6 - E4 ES-4111 AS ROD, GLAZING BEAD (INSUL TAM. GLASS) BOW-T6 - ES ES-4112 AS REOD. FLUSH FRAME ADAPTER BOW -TB - EB ES-F1115 AS REOD. FLUSH FRAME ADAPTER WfR1 FIN BOW -TB - E7 ES-4110 AS ROD. GLAZING BEAD (7/16' LAM. GLASS) BOW-T6 - M1 jl8 X 1' - FRAME ASSEMBLY FASTENERS ST. STEEL PH SMS M2 ES-SOOBA AS REOD. GLAZING BEAD BULB SILICONE OVROMETER 60t5 SHORE A M3 60-372A 2/ LITE SETTING BLOCK AT i/4 POINTS (LAM. GLASS) SILICONE DUROMETER 80t5 SHORE A M4 EL100-BO1 2/ LITE SETTING BLOCK AT 1/4 P011JiS (INSUI LAM. GLASS) SILICONE OUROMETER 8035 SHORE A MS p8 X 1' - FLUSH/FIN FRAME ADAPTER ASSEMBLY FASTENERS ST. STEEL Fli SMS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• W pr M7 I a � Pap C1 ° ur .1 gg - °0 <; YIELDED Q JOINTS FLUSH FRAME ADAPTER CORNER g J n p n 3 1p Z RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS acr � N � < n I M o0)MN 0 Z 3 z U w I vi / / w Wpj�' MS >r�nucraleva�s r ��tq vW[Y ae ririM wwt+jc.e. r8 �2 0 $ Aac�phsce N• 12 . C,pJntitW. pace n207•?- . W m � VroiatCaalY�! d � � FIN FRAME ADAPTER CORNER r r •• ••• • • • • • •• o o= • • ! • • • • • • r- p m ••• • • ••• •• • ••• • • ((/� drawing` no. 16 • • ••• • •• • , S' �� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M!®�E NII4,MI-DADE COUNTY � 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) .,w.miamidade.goy/economy ES Windows, LLC 3550 NW 49' Street Miami, FL 33142 SCOPE: - This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and t4i �A may• • • immediately revoke, modify, or suspend the use of such product or material withirrt4oir iurisdig6 op, RER • • reserves the right to revoke this acceptance, if it is determined by Miami -Dade y Prodgc+t•CDntrol • Section that this product or material fails to meet the requirements of the applicable building code. . This product is approved as described herein, and has been designed to comply v i6 the Florida Baildin :....: Code, including the High Velocity Hurricane Zone. g 00000 ESCRIPTION: Series "EL400" Aluminum Sliding Glass Door - L.M.I. ' •: ""' .. .. •. . ...... APPROVAL DOCUMENT: Drawing No. W16-73, titled "ES-EL400 Alum. Slidixg.Glas s Door (k.M.I.)", • sheets 1 through 23 of 23, dated 11/28/16, with revision A dated 07/12/17, prepaid by A1 far • • • • • • Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Prodlict Control:....; Approval stamp with the Notice of Acceptance number and approval date by the'Miami-Dade'Uunty' 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, Baranquilla, Columbia, S.A., series, and the following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page .1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. Wakm �� NOA No. 16-0617.02 ! + + Expiration Date: July 20, 2022 �!, t"1 Approval Date: July 20, 2017 Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W16-73, titled "ES-EL400 Alum.Sliding Glass Door (L.M.I.)", sheets 1 through 23 of 23, dated 11/28/16, with revision A dated 07/12/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC, and TAS 202-94 6) Large Missile Impact Test per FBC, TAS 201-94 • • • • 7) Cyclic Wind Pressure Loading per FBC, TAS 2M94 along with marked -up drawings and installation diagram of an gCiivir}um si0ingoglass...0:. door, prepared by Blackwater Testing, Inc., Test Report No. BT,U&W-17-009. dated . 06/15/17, signed and sealed by Constantin Bortes, P.E. with Lepr•of Clariftiation • issued on 07/13/17, signed and sealed by Constantin Bortes, P.E"" • • • "• • • ...... .... ..... .... .. . ...... C. CALCULATIONS ...... 1. Anchor verification calculations and structural analysis, complying v"' h FBC...-.S.th. ....:. Edition (2014) and FBC-61 Edition (2017), dated 06/20/17 aid rr.Vised oh 07/13/17,; • 0.,,; Z- prepared by Al-Farooq Corporation, signed and sealed by Javad Xhmad, P, "• ' •.•• 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass 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 "Sentry Glass® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Co. (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Co. (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 11/11/18. Jorge M. Plasencia, P.E. Progfuct Control Unit Supervisor NOA No. 16-0617.02 Expiration Date: July 20, 2022 Approval Date: July 20, 2017 E-1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t6 Edition (2014) and-FBC-6" Edition (2017) dated 07/12/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad. P.E. 2. Statement letter of no financial interest, dated 07/12/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 3. Distributor Agreement, signed by Carlos Garcia and by Evelyn Daes. 4. Laboratory compliance statement for Test Report No. BT-ESW-17-009, issued by Blackwater Testing, Inc., dated 06/15/17, signed and sealed by Dennis Duffy, CEO. 5. Proposal No. 16-1478 issued by the Product Control Section, dated 11/17/16, signed by Ishaq Chanda, P.E. orge M. Plasencia, P.E. Pro ct Control Unit Supervisor NOA No. 16-0617.02 Expiration Date: July 20, 2022 Approval Date: July 20, 2017 E-2 DAYLITE OPENfNC WIDTH: PANEL WIDTH - 5.888' DAYLITE OPENING HEIGHT: PANEL HEIGHT - 5,813' PANEL HEJGHT DOOR FRAME HEIGHT - 1.250" THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES ES-EL400 ALUMINUM SLIDING GLASS DOOR 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). 113Y 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 MANUFS 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 BUILDING 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. CONOITIDNS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL POCKET JAMB ANCHORS CORNERS Z z 95 DOOR FR II 11 �I l I h O a Ed o a o it i ==JL==ai==_. FALSE MUNDN —i OPNONAL II 42 1/2" 42 HEAD ANCHORS AT INTERLOCK ENDS CLUSTER OF 4 OR 6 SEE SHEET 6 FOR OL1ANllTY & CAPACITY 2 TRACK FRAME HEAD 2 TRACK FRAME JAMB 48 3/183�_� 45 3/16" —~ PANEL WIDTH z PANEL WIDTH n � - 2 TRACK J • FRAME SILL 6" �' SILL ANCHORS SILL CORNERS 15' MAX. AT INTERLOCK 6" CLUSTER OF 4 ENDS SILL TYP. • • • : • "PICAL ELEVATION • • ` f • INSTRUCTIONS: • • •• • • • • • ox USE CHARTS AS FOdQVS• •f�-• •-• • ••• • • • LTIYI TItI Z^m a� F N CL Q�`xn a a-( myaA 3 ab83f � •• ••• •• • • • •• �� - 6 STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMEM BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. PRODUCT APPROVED as eomp=f with the Florid• STEP Z DErERMINE pp0000gg S�AAPP TABU ON SHEET 5 Building CCoodde FOR THE RF7�ZTRLING O�USED` • f • • • • • • .OA-No. '16-0617.02 STEP 3 USING CHARTS IN SHEE► 6 SELECTOANCHOR OPRON • • • approval Data 07/20/2017 WITH DESIGN'+RAT111G MORE THAR Df51RJ•LOM SPECIFIED • • • • ATE OF t6/` &owing no. IN STEP t AfibVEp • • • • • • my • • • • • • • • • MI•m roue Ion.— ,,y� . 0...... ' \ W16-73 STEPTHE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 S�I-NP ' � SHALL APPLY TO ENTIRE SYSTEM. AAA �,`,.... .. �\TNT shee�of 91 ••• • • • • ••• • • • •• •• • • • •• •• g POCKET JAMB ANCHORS 15MAX. 6' HEAD ANCHORS HFAD TT' AT ONTERLDCK/ASTRAGAL ENDS 6" MAX. '° 3" CLUSTER OF 4 OR 6 HEM i ADDL SEE SHEET 6 CORNERS n PAIR FOR OUANTITY h CAPACITY - 2 TRACK FRAME HEAD 6' DOOR FRAME WIDTH - ------------- --------------- I I, 11 �, II I, E — YI 2 u'f �0 o Gj 8 _-- 00 11 II n l 1 II II II I� FALSE MUNTIN-/ OPTIONAL 42 1/2" 42 1/2" D.L OPC, D.L OPC. 48 3/16° 48 3/16" PANEL. WIDTH PANEL WIDTH 2� K FRAME JAMB s 2 L 2 TRACK FRAME SILL • SILL ANCHORS SIIL n = AT INTERLOCK/ASTRAGAL ENDS CORNERS 15" MAX. 6 CLUSTER OF 4 all }� ^ al .1 OIL } Su TYP. TYPICAL ELEVATION • a • • • • • • • • • see- • • • • • • • _ PRODUCT APPROVED as n with the Florida '' icarn BuldingCode NOa-T+o 16-0697.02 _ � • • • • • • • • • • /ipp—,al Date 07/20/2017 _ • • • • • • • • 1� OF kl: • • • • • • • • • • • • • • • • • • • • • • • • NRam a uc n r t • • • . • '•. 'r ss/nwiAt ��.Y • • • • • • • • • • • •• •• • • •• •• ••• • • • 0% • • Z P�L w W gsn�� q y n �i 0 C) e aW��m a$ I � q n drawing no. W16-73 POCKET JAMB ANCHORS 15• MAX. 6• HEAD ANCHORS AT INTERLOCK/ASTRAGAL ENDS HEAD ;-T1Y• LUSTER OF 4 OR 6 3•4SEE SHEET 6 6AOOLOR QUANTITY h CAPACITY nvi PAIR -� �_ �__� _k _ •�-. DOOR FRAME WIDTH A C i d I. u- n- n n u II u n ==-Ir LI 2 • III, II /. / / ' ,/• oZ ii ri oo o II It II II II II II I' B D FALSE MUNTIN OPTIONAL 42 1 /2' 42 i/2• D.L OPG. D.L OPG. 48 J/16' 48 3/16• PANEL WIDTH t SILL ANCHORS / 15• M4%. 8' AT INTERLOCK/ASTRAGAL ENDS n SILL CLUSTER OF 4 TYP. *0 ago 00 7Y=KCAL- ELEVATION •• o 0 a 0 i i OXX*XXO • • • • • • • • • • •• ••• •• • • • •• 3 TRACK FRAME HEAD rr 3 TRACK FRAME JAMB 3 3 TRACK FRAME SILL PRODUCT APPROVED as �omplyin with the Florida Building Code • • • .. . • • • • • NOA-No. 16-0617.02 • i • • Appro.al oat. 07/20/2017 • • • • • • • • • • am roue n ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • JIUL i UQ 4 w e o m3 q Fw a O N <yv Q wm aIL OQ g 8�� a120�0 0i'Z•F .j � n g o m � Z -J fy o � < m ?3J w vi c' ice/ m o )Q;• `QF • I •� o • N � p i L II II II II II 11 11 II u n w u u n n o II II FF I II II 11 II POCKET JAMS v ANCHORS 42 1/2- D.L OPG. D.L OPG. 48 3/16" 48 3/18' PANEL WIDTH PANEL WIDTH 40 to � n Z F � O • q Q 4 TRACK FRAME HEAD }- a q �w 0� o� �aos}8 0a�Y ILZN�� J 1 a e MIN. i $z m 0 n M -S ¢o Z3� 4 TRACK f+f O FRAME JAMB to M r.{ 4 TRACK I FRAME SILL u J!IL 1 20 » TYPICAL �i�ATiOKJ• • • • • • • • • • ° ° s oxxx�xxxo • • • • • • • • 111 11 a 1,„� ° < •• ••• •• • • • •• �� L1 •••• i m ° PRODUCT APPROVED Bulldoi�plr, M!h She Florida _ !. NDA-No. 16-06' 7.02 = • : i7 y y B •• ••• • ••• • $ ''I • • • • • • • •• • Approval D•S. 07/20l2017 (gy o .. .. . sp " W16-73 IV AL 111 11111\ sheet 747 of 23 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITI' - PSF AVERAGE PNlFl YA71N wcNrs DOOR FRAME HEIGHT r+LYtES _ INTERLOCK k ASTRAGAL SfD.&5 1PITg0iiT gyp, INTERLOCK & ASTRAGAL STILES WITH REINF. E%T.(+) TNT_(-} IXT.(+) '�.NT.(-) 30 36 42 47-1/4 4g 54 60 62 60.0 60.a 80.0 80.a 60,0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 60.0 B0.0 80.0 59.1 59.1 78.8 78.8 52.5 5T.5 70.a 70.0 - - 47.3 47.3 3o 36 42 47-1/4 48 54 80 84 so.a so.a aD.o Bo.o 60.0 60,0 80.0 80.0 60.0 80.0 80.0 80.0 tK1.0 60.0 BD.O 80.0 59.t 59.1 --Ts8 78.8 52.5 52S 7D.0 70.0 - - 47.3 47.3 3C 36 42 47-1/4 4E 54 90 80.0 60.0 ti0.0 B0.0 80.0 60.0 80.0 B0.0 80.0 60.0 80.0 80.0 60.0 E0.0 rK1.0 80.0 59.1 59.1 78.8 78.8 - - 52.5 52.5 3o 36 42 98 47-1/4 48 sa.o so.o 60.o so.o 80.0 60.0 --- 60.0 ��--60.0 80.0 80.0 80.0 80.0 60.0 80.D 80.a 90.0 - - 59.1 59.1 30 42 47-1/4 445 t02 - - 60.0 6a.0 fi0.0 60.0 - - 60.0 6D.0 - - 80.D 80.D - - 59.1 59.1 ao 36 42 47-t/4so.D 108 - 60.o so.o - 6a.0 60.0 50.0 r 3/16" TEMP. GLASS .Y 1� J 3/B" AIR SPACE m 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 0 090' Interlayer .090" Intertayer F Z Troairol PVB Trosifol FYB Q Q By Kuroroy America, Inc: BByR'Kuraray Americo, Inc.' O 7 0 u (j ORrA 090' Interlayer 090" Interlayer a, N n, Serhygoa By *Kuroray America, Inc.' By 'Kuroray America, Inc.' Q N M OR OR7 090' Interloyar 09a' interlayer D 2 M Santa Clear Md Color Glo.. Saflex Clear And Color CIA.. a & S M Q By 'Eastman Chemical Co.' 'Eastman Chemical Co.' a O C e�p OR IL 075" Interloyer 075" Interloyer y Saflex CP Wth PET Core Seo x CP With PET Coro �a By 'Eastman Chemical Co' By 'Eastman Chemical Co.' � Z n 3 J 9 D01 J 3/16" HEAT STREN'D. GLASS 3/16- HEAT STREN'D. CLASS z�c m g MI I M2 m p 1 p n v g _ J rj Y JLj � Y 1=n NNE n n M GLASS TYPE 'A' GLASS TYPE 'Al' Z 3i -j 7/16" OVERALL LAM. GLASS 1" OVERALL INSUL LAM. GLASS �i Z NOTE: w V7 � ¢ .. FOR SEN'IRYGLAS INTERLAYER FOR SENTRYGLAS INTERLAYER ,vi Ld raj LIMIT MAX. D.L.O. AREA TO 25.7 SO. FT. AND SALEX CP INTERLAYER LIMIT MAX. D.L.O. AREA TO 25.7 SO. FT. GLAZING OPTIONS 3/B" R SPACE CONSIMNG OF• 8 n, v i11 v n. SPACER: o 'HEUMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. NOTE: Q$RIMET R c_ el eNr GLASS CAPACITIES ON THIS SHEET ARE SILICONE r BASED O S 3 9 SEC Gj4ST5 DOW CORNING 791 a tt�j T� t • �• • GE 2000 '; o! y o a AND FLQiiI BUtLjINT M4S%0N• • • - - =r3% " S 0. v ru ns no DECLARILTORY STATCMENi.DCA05*DEC-A19• o • •• • • • • ••• • ``t3111II till/ l/yy' INTERLOCKS ASTRAGAL INT'ERIAC® ASTRAGI�'--. o W/O REINF. w/o RHLNF. 1RTH REM, WITH REINF. �� JP®, PRODUCT APPROVED s as com Mng with the Florida ! ` Building Goda • 70�2 a, AVERAGE PANEL WIDTH B DOOR FRAME WIDTH SEE CHART ABOVE FOR DESIGN LOAD CAPACITY OF NDAMNo. 16-0617.02 NUMBER OF PANELS DESIRED GLA69 SW&AND REINFORCIN6a17PES. • • _ • • • • • • • • • Approval Date 07/20/2017 1� SEE CHART6N! SHEGT 6 FOR GHEAD ANSHOR CAPAC". • • ATE OF 7.Hj: drawrnq no. DOOR HEIGHT AND WIDTH SIZE MUST COMPLY LOWER D IGty�PRE RE? FROAA:E�aLOAD CHART • Mum • ro ua onro : � '"�G�2� W16-73 OR HEAD FOR T WILI.4PQLY Ti ENTIRE 6W6TEM. • .-• c^ EGRESS REQUIREMENTS PER FSC AS REQUIRED. �/7 dVA1.�GA�� ll 11111t1t+ sheet 5 at 23 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t7 � BEAD ANCHOR A� r I m mp Z pm h J O Z q < h W 2 a Q€ gE2 O 0� a�� o dp<., O Q� F LL z N: jom J CJ 4 Q h j Q NM I Z 3 o 3z�" 0 w 0 t3 LJ �i II of 102- SEE CHART ON SHEET 5 FOR DESIGN LOAD CAPACITY OFDESIRED CLASS SIZE AND REINFORCING TYPES. SEE CHART ABOVE FOR HEAD ANCHOR CAPACITY.•••••••LOWER DESIGN PRESSURES FROM DESIGN LOAD CHART ••••OR HEAD ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. ••• • • • • •• • •wD. 11 ii+i • 00 WA PRODUCT APPROVED I � as colnplying with the Florida Building Code • • • • • • • • • • • NOA-1o. 16-0617.02 7IiJHi �_ I ;}• • • • • • • • • • Approval Date 07120/2017 •�� • • • • • • • • • • • • TATE OF � drawing no. • ••• •. • Mia e Product n ' ��ihY/Q�d609. ��L �� M 6-73 sheet 6 of 23 Arlrlli 11 �� LAID CAPACITY - PSF ANCHOR TYPES 'A' k 'B' ANCHOR TYPE 'C' 1/4" 141X. SBIM 3/8" MAX. SHDf l/2" MAX. SHDd 8/e" MAI. SSM AVERAGE WCR FMAiE 4 IncSOBs if G. St02 FNCS 4 excaoss AT YfC. 9T718 toms a ARCBofs AT M. e'ffiS TS705 + IWc6BBs IT IITG. BPILS ]BI08 a I8C80RS IT idTG. SIDE HO73 a IaaioRs AT iln7. 8i1i8 LABS a INCHaes AT Y70. SOIF 6fOR PANEL WNIM IWCHES Y�GhT NC1k3 EXT. (+} !!r. _ EM, (+) M. - EXI: (+) T. - 00. (+) INF. - EXT. (+) lNf. - E%r. (+) R7f. - DO'. (+) M. - 30 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 36 50.0 80.0 80.0 80.0 80.0 80.0 80.0 42 80.0 80.0 80.0 78.3 80.0 80.0 80.0 47-1/4 82 80.0 80.0 89.6 80.0 80.0 B0.0 a6 ao.a eo.o 6a5 Bo.o Bo.o Bo.o 54 80.0 P78.3 80.0 80.9 800727 80.0 8080.0 80.0 54.8 73.1 65.4 80.0 30 I 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 36 B0.0 80.0 80.0 80.0 80.0 B0.0 80.0 , 42 80.0 80.0 80.0 78.5 80-0 80.0 80.0 47-1/4 84 80.0 80.0 80.0 68.0 80.0 50.0 80.0 48 80.0 80.0 80.0 88.9 BD.O 79.8 80.0 54 80.0 76.5 80.0 59.5 79.3 71.0 B0.0 60 80.0 88.8 B0.0 53.5 71.4 63.9 B0.0 30 80A 80,0 80.0 Bd0 80.0 80.0 80.0 36 BOA 80.0 80.0 B0.0 80.0 80.0 80.0 42 80.0 80.0 80.0 71.4 80.0 80.0 80.0 47-1/4 90 80.0 80.0 80.0 63.4 60.0 75.7 80.0 48 80.0 80.0 80.0 62.4 B0.0 74.5 80.0 54 80.0 71.4 60.0 55.5 %4.0 68.2 80.0 3p B0.0 80.0 B0.0 80.0 B0.0 80.0 80.0 38 80.0 80.0 80.0 78.1 80.0 80.0 B0.0 42 96 B0.0 80.0 80.0 68.9 80-0 79.6 80.0 47-1/4 80.0 78.5 B0.0 59.5 79.3 71.0 80.0 + 48 60.0 80.0 60.0 58.5 80.0 60.0 60.0 3p 60.0 00.0 80.0 60.0 60A 60.0 60.0 36 60.0 60A 80.0 80A 60.0 80.0 80.0 42 f02 60.0 80.0 60.0 60.0 60.0 60.0 60.0 47-1/4 60.0 80.0 60.0 56.0 60.0 80.0 60.0 qg 80.0 80.0 60.0 55.1 60.0 60.0 60.0 30 60.0 60.0 60.0 60-D 60.0 60.0 60.0 36 60.0 60.0 60.0 60.0 80.0 80.0 80.0 42 f08 60.0 60,0 80.0 59.5 60.0 B0.0 eD.O 47-1/4 00.0 60.0 80.0 52.p 60.0 60.0 60.0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i O 0 DOS oR FW�IE Wj E J, O F o- OX (SHOWN) XO Was E--W—, G F / L— XX (SHOWN) .DOOR FRAME WIDTH E J C F o- o- OX—O (SHOWN) O—XO DOOR FRAME WIDTH I F F o- � o- OX—XX (SHOWN) XX—XO OX—XO XX—XX APPROVED CONFIGURAMONS NQN—POCKETED DOORS TWO (_2) TRACKS min __ `_�� _ •lT]r�t�� ro,u 73 iv < , IIL c t O tom, 0Qg� 8 It No Q z� 6 ,ogog., NOTE. 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPUCABLE DESIGN PRESSURES SEE SHEET 5. 3, FOR ANCHOR DETAILS SEE SHEETS 1+ THRU 19. o° o 0 vq� v U � J QZ J W N N � h O � M v w c 6 WM,� • • • • • • • • • �� .......... • • • • • • • • • • • • PRODUCT APPROVED as eom lying with th• Florida Building Code _ 7 .-No. 16-0647.02 = -_ • • • • • • go or •' • Approval Date 07/2012017 • • • • • • • • • BY OF .' [(/: drawingo no. • ageMlam a uc n rfT' % mot... W 16-73 • • •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR FRAM I I / g ~ R Q/- i z I 2 YI 1 I PX (SHOWN) XP DOOR FRAME WIDTH 8 g� 8 I I I K I I ag � F % J ^� i•V j H I rr� j Pr R6 PXX—XX (SHOWN) XX—XXP DOOR FRAME WIDTH I E I I �z PXX—XO (SHOWN) OX—XXP DOOR FRAME WIDTH I K F 4H I / I I I I �tL I ao PXX—XX (SHOWN) XX—XXP PXX—XXP APPROVED G FIC-URATIONS POS`�$ET`ED DOORS TWO (2) TRACKS DOOR FRAME WIDTH I I a F I � o- o- 8 I r'yr I o i ao PXX (SHOWN) XXP 3 I I sZCL ofaa zn j EXTERIOR 0 g a m 0g2: paDo� 0�a Z {LZpDp� zW W Mao -11W LL NOTE: R 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5. J 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. J w a � 13 to N w u3 u, _eem Jim �. fflle"IER��7- VOR , PRODUCT APPROVED as Qom 9�y7ng with the Florida Building Code • • • • • • • • • • 0-0 NOA-No. 16-0617.02 • • • • • • • w• • • Approwi Date 0712012017 i i i • • • •w • • • • • • • • • • • Mlam a ue n ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • g � 1 nor �•�� drowing no. W 16-73 I111 yy1 sheet 8 of23 NOTE:DOOR =%-" I FRAME WIDRi — 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 3 2. FOR APPL'CABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5- 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. Z h F n 2 N g o w n 8 — doe $"� ExTERIORTr a On OXX (SHOWN)— XXO Q � LL?m_ yJ2y 4 W F DOOR FRAME MOTH n 05 � 8 � c 0 N D(TERIOR XXX (SHOWN) = O a n g 3z-j� vise — — r. Li IL b i o� DOOR FRAME WIDTH F.XTEiIOR m� 4 •• ••• • • • • • • • • • •• • • f • • a. con 0 O 9P VCEF PRODUCT APPROVED as com lyying9 whh th. Flodda Building COQ. i 000 • . • • s• • • • • • NIDA -No. 16-0617.02 • • a • • • • Approval Date 07/20/2017 • OXX—XXX (SHOWN) XXX—XXO • • • • • • a • a • a ATE OF �/� drawing4 no, v73 OXX—XXO XXX—XXX gppROVED GONSIAURAMNS • • • NON —POCKETED DOORS • • • a • • • Mhm ro ue on P �� `' �i I ' b i S •• i° W� 6 THREE (3 TRACKS '� iTlyyllyyyyy sheet 0 of23 G o- ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• DOOR FRAME WIDTH I I F � F �� C I �O PXXX (SHOWN) XXXP r- Ia Z. 1 f IS) I I 1 DOOR FRAME WIDTH I I R % F % F % J •. F l I I ao PXXX—XXO (SHOWN) OXX—XXXP Pxxx—XXX (SHOWN) XXX—XXXP >Xxx—xxxP NOTE. Iz V 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. a 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. O m m 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. p � O U OWR�� L D C Obiu',F C1o�a 2� Oa.S06 — —_ O 4 (7 D m W.�1 ri • • • • • • • • • • • •• ••• •• • • • •• PRODUCT APPROVED asco I ng with the Florida building Cod• •• ••• s•• ••: .•. ••• NOA-No. 1"617.02 i • • • •• • • . • • • • Approval Deb 07/20/2017 • • • • •• • APPROVED CONf•IG6E Tm • • • • • • • • By POGItETEE) QOOR4 0 • • • • • • Mlam a roue on ro THREE (3) TRACKS k, — i� .70694 g TE OF drawing no. oaW16-73 DOOR FRAME WIDTH OXXX (SHOWN) xxx0 DOOR FRAME WIDTH XXXx (SHOWN) EXTERIOR DOOR FRAME WIDTH F F F F F f -O .D ^9 (SHOWN) NOTE. 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET S. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. IA • . e . . • •. PRODUCT APPROVED as compyIng witp th• pbdda sa,,d, Cod• • e e • • e • • • • • NOA-No. 16-0617.02 • • • • • • • • • Approval Date 07/20/2017 • • • • • • •• • • By e • • • Mlam e n FOUR ef4) TitALY{3 • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �W � '�'••vc�SFA�_ m 70, a H1E OF '•�`� drawing L no. A,n.,,o.... �j `� W16-73 DOOR FRAME WIDTH a I 0 � a aa� XN g W d µ"wI O C rc g iga i ---- O�,u'i� V G �i ro O�(ry O g o 6 p L"--- - -- O p PXXXX (SHOWN) N z N xxxxP q NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19, v j m � ro 19 JI+J J W S _ _-__ O v n m IOZ IZ CE 7S 0 6i EXTERIOR c `� DOOR FRAME WIDTH ••• • • • • • •• ar•• aa_ • •• • • • • as •• • • • • ••• • • �< ````µUUrllN�iii QQ I� PRODUCT APPROVED as cam tying with the Florida Buiidl•g Cod• PXXXX—XXXO (SHOWN) OXXX—XXXXP • • • • • . • . • • s • • _ • • • • NOA m 16-0617.02 9no. • 0 • • ApPRCa/ED •DONFlGUR�TTONi6. • • • a Approval Data 07/20/2017 • • IEOF� drCWin 9 �,�,r.��!- • Mia uc on rywi ��ss/JAgf�PyET��` s-73 F0 TRACKS•• eheet12oi23 I I I F � F 1 o- a I I N I YY I - I I I $� o- o- o- o- I x� ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 5 C P mm_ i I I I d I = I �N PXXXX—XXXX (SHOWN) XXXX—XXXXP PXXXX—XXXXP NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DEIAILS SEE SHEETS 14 THRU 19. • •• • • • • ••• • PRODUCT APPROVED - as complying with the Florida Building CCo . 70982 : {} • • • • • • • • • • • • • • • • • • i OA-No. 16-0617.02 • • • • • ARPROLED • • CGNC1C11RAy Ot1� �Prows• • , Date 07/20/2017 • • • • • FOU • TRA • • • MI a uc ••• • • • • ••• • • • • • • • • • • • • ••• •• •• • • • •• •• • • • • ••• • • g " � I � a Pi 9 5 drawing no. W16-73 TYPICAL ANCHORS TYPICAL ANCHORS ILL r SEE EIEV. FOR SPACING SEE ELEV. FOR SPACING u yE �m = EDGE DtST: 1 13/.18' 1Hf OR 2BY WOOD SUCK m 1 .. MINI w v=i I I eiN EDGE DIET. 1 13/16' 3!� CONCRETE KSI MIN. 3 L ° C M74 E1 O ® E18 d7 raj ° o Q a 13 IIL AFL III E8 S .� N l El. i i i M13 I I j Q 6 YI F E4 1 - g I I I I 1 I I I I I I I 1 1 I I I CI p -I W � 0 i ti in" vIl k' I I t j III G 1.'i Q M aC _Z3 m 1 I I II I 1 1 I d - yj I 1 1 Ij I I I I' to vi Lo Q t 1 1 I I 1 1 1 I 1 1 I� it I I I I 11 I I 1 1 I 1 i E75 1 i t l M73 I I I 1 1 I 1 1 t 1 I j 1 1 I 1 1 Mg C O 1 ll ® _ 1 1 1 fll F ® M13 E77 rl •8 2 C7 I "� c I� 1 • • N •• • O O N E2 • • N • MS . - • •' • • • • • . CONCFtEfE" � �PO ED 3 HARDENED . CONCRETE' �.'. � ` �;-• �•'•. i 1 '3 K51'MIN 1 13/'16'NIGH STRENGTH GROUT � NON -SHRINK. NON-METALLIC 3 K51'MIN r 113/18' '+MN.� PRODUCT APPROVED Florida sow PSI MIN. _ as comphing with the Building Code - • 705BF2_ EDGE O15i. NOT BY ES WDW. \ EDGE DLST. • • • NOA-Na 16.0617.02 _ •, �7 = - a y a $' MUST TRANSFER SHEAR LOADSTO STRUCTURE • • • • • • • • • • • • • • • • • • • • 41.pp—al Date 07/20/2017 • i '- : �L�l 9 • 9 drowing n o. TYPICAL ANCHORS •• OR1DOF Al c_73SEE ELEV. FOR SPACING • FOR SPA�IN;• • •• • Mlaml a uon o �\` AIIIYALt� sheet 14 of 2' ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS: SEE ELEV. FOR SPACING 'A'- — — — AT HEAD — — — . — -- 'ELCO' TYPE 1/4" DIA. ULTRACON BY (Fu-177 KSI, Fy=155 KSI) INTO WOOD STRUCTURES 2" MiN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONCRETE 1-3/4" MIN. EMBED INTO CONCRETE, 1-1/2" MIN. EDGE DIST. THRU 213Y BUCKS INTO CONCRETE 1-1/2" MIN, EMBED INTO CONCRETE, 1-1/2' MIN. EDGE DIST. TYPE 'B'- 1/4' CLA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI DIRECTLY INTO CONCRETE 2' MIN. EMBED INTO CONCRETE, 1-1/2' MIN. EDGE DIST. TYPE 'C'- 1/4" DLA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) . STEEL 1/8" THK. MIN. (Fy - 36 KSI MIN.) ` I�. — (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) — . — — . _ . — —AT SILL SILL 'ELCO' TYPE 'B' 1,/4" DLA. LILTRACON BY (Fu-177 KSI, Fy-155 KSI) ' DIRECTLY INTO CONCRETE — 1-3/4" MIN. EMBED INTO CONCRETE _ — — ILr— — AT JAMBS — — — — 'ELCO' TYPE 'A'- 1/4" DIA ULTRACON BY (Fo-177 KSI. Fy=155 KSI) INTO WOOD STRUCTURES +� 2" MIN. PENETRATION INTO WOOD THRU 1BY OR 2BY BUCKS INTO CONC. OR FILLED BLOCK 1-1/4' MIN. EMBED INTO CONCRETE 1-1/2' MIN. EMBED INTO FILLED BLOCKS TYPE '8'- 1/4' DLA. ULTRACON BY 'ELCO* (Fu-177 KSI, Fy-155 KSI) DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS 2' MIN. EMBED INTO CONCRETE 2' MIN. EM13FD INTO GROUT FILLED BLOCKS TYPE 'C'- 1,/4' DLA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR i INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-TS MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) . _ . (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) — . — . — — —— ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 2-1/2" MIN. (UNLESS SPECIFIED OTHERWISE) 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 JAMBS ro - 3000 PSI MIN. C-BO GROUT FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. METAL � STRUCTURES o EDGE DIST. 1 13/1 B" THK. . oIc MiN� = Z = U / yC<W b aCz �to m VVW W TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING I 2 MIAMI-DARE COUNTY APPR'D MULLION II SEE SEPARATE NOA II 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WDW. • • Wl" S6ST4N LADS POSED BY GLAZING SYSTEM • AND•TRANSGER•THSM fp ZE JEIOILOING STRUCTURE, • • •• • • • • ••• • •• ••• •• • • • •• r' 1 PRODUCT APPROVED • • • • • • • • • • 9� r�mplyiwlth the Plerida • • : • • • N 4'.1 •16-0617.02 • 0 • • • • • • • ApvR•i•I %t.007120/2017 MI ro uc on o ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • III u 2 TYPICAL ANCHORS SEE ELEV. FOR SPACING ��966 i Om y� OF � drawing ` no. rr •....°P_ W16-73 O TYPICAL ANCHORS ' SEE ELEV.. FOR SPACING M 2i coos ET3 �p, BY OR 2BY 1/2" MAX WOOD BUCKS TYPN OREINF. AS REOD. f.19 SEE SHEET 5 ---b{ FOR CAPACITY REINF. AS READ. SEE SHEET 5 EXTERIOR FOR CAPACITY TYPICAL ANCHORS -SEE ELEV. FOR SPACING 3/B- MAX. LOAD BEARIN SHIMS MS E19 • • •E12 41OR • • • • • • • • • • • • • • • •• ••• •• • • • •• PRODUCT APPROVED as cc with the Florida Building Code NOA-No. 16-0617.02 •• ••• • ••• • • • • • • • .to 07120/2017 • • • •Apvrosal • • • • • • • • • •Mlam - ro uLo�n�f • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • .00 0 • TYPICAL ANCHORS A'H-700'c I 1•• STATE OF drawingo no. W16-73 c x °a HOOTS STRIP ANCHORS SEE ELEVS. FOR SPACING POCKETED JAMB OPTION POCKET CAVITY NOT BY ES. WINDOWS NOT PART OF THIS NOA TO BE REVIEWED BY AHJ O •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• HOOK STRIP ANCHORS: SEE ELEV. FOR SPACING 1�/ DIA. ULTRACON BY 'FLCO' (F.-IT/ KSI• Fy-155 KSI) DIRECTLY INTO CONCRETE OR GROUT FLLED BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE 2-1/4' MIN. EMBED INTO GROUT FILLED BLOCKS ,014 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD #14 SMS OR SELF DRILLING III NG SCREWS (GRADE 2 CPS) INTO METAL STRUCTURES (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 WFtH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL DGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4' MIN - PRODUCT APPROVED .. comp oingg with the Florida pulldinds •. .. • • •. • . • NOA-No. 16-0617.02 • i i • • i • *APProvel Gate 07/20/2017 • • • . • • . • � Mla a ror ue on ro ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' . 70682 TATE OF •� � drawrttg ` no. �s�. �• aG. W16-73 18Y OR 2BY WOOD BUCK w (SEE NOTE SHEET 1) ¢ EOGE� ISi. 3 Sj a" 1 ¢— � `My: EDGE DIST. o MIN. I g 3 E1A m 7TYPIC�AL W o O4 A TYPICAL ANCHORS �� m ANCHORS —SEE ELc-VS. '- M. FOR SPACING FOR SPACING WOOD TYFOAL ANCHORS SEE ELM. FOR SPACING �S ••��A CONCRETE 3 KS MIN. DIST. TYPICAL ANCHORS FOR SPACING METAL STRUCTURES VI/8- THK. (SEE %f f 15) _EDGE 3 5/8 L(1 T �n w r 3 "` • DIST. MIN. O F y i Z ?.V 20 JAI, XZ il�llWit U I m OG -lp ma 0oPrL TYPICAL ANCHORS SEE ELM. a ¢ Ie o O IL D FOPR SPACINC Oa�ir _____ ______ I, M -OADE COUNtt .9PPR'D MULLION I I I SEE ARATE NOA I a � " {�, h : g I I I (SEE EET 15) I I SH Z j d$1�7 U �I 11 LQ ul 8 TYPICAL ANCHORS SEE ELEV. TYPICAL ANCHORS SEE ELEV. TYPICAL ANCHORS SEE ELEV. rn o � V FOR SPACING FOR SPACING FOR SPACING z J W 3/8' MAX. Fn' 3 cn h 1/2- MAX. LOA BEARING j i� 1/2' MAX. LOAD BEARING LOAD BEARING SHIMS SHIMS < 0 rM•I n SHINS . 3zo v NLp< Wu Ial � a rLnj N p $ �aa• jR; �H8 w w �+ W • �.� • • • EXT. d • 0 • • • • • • III • • • • �• • • \\\tI I// ••• ••• ( �'TME • E.; 1)• •• j`:j' :: L'i,r ��\\ Ali It `� rJ 7:.. e PRODUCT APPROVED as complying with the 1lodda Building Cod• • • • • • • •• • • • • •• • • • • • • NOA-No 16-0617.02 _ :• : {} : a 1 • • • • • • • • • • • • • Approval Date 07/20/2017 By A ; •({jam drawing no. W16-73 • • • $ACK $$AM$�S• �isSe®�A�,\\Y\�``` ANCHOR LOCATIONS Miam ro uc en sheet 18 of 23 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITFSi ✓1•' PART / N6QD. DESCRIPTION LOCK: SURFACE MOUNT METALLIC HANDLE AT 44" FROM BOTTOM FASTENED TO LOCK STILE (�y��TH (2) FB % 1/2" FH SMS U SURFACE MOUNT METALLIC 3 PLY DUAL HOOK LOCK 44° FROM BOTTOM FASTENED TO LOCK STILE WITH (2) 110 X 1" FH SMS SURFACE MOUNT METALLIC KEEPER AT 44" FROM BOTTOM FASTENED TO FRAME JAMB AND ASTRAGAL STILE WITH (3) ja X 3/4" PH SMS 8.1121 • • • • • • a �..JJ • • • • • • • • • • • • • PJP4. .. . PRODUCT APPROVED ' '�' as compHin• with the Florida Z m r 0 F q Q W II { a µpI O = m �N IL a Ng m Q W W �C F g v m 6 O (� a F j O CD M n g z3J� d NCR w WMgGrJ Q 12 !!KK K o e o N Bua.m CCoodda a • • • • s a a =•-No. • 16@p617.02 , SEALANT: • • • • • • • • • • App-.4Da� /2017 •• • • ATE OF drowing no. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH a'• • • • • • e on '�'� S•'•R«!!'' W 16 WHITE/ALUMINUM COLORED SILICONE. • S/ =73 aheet 20 of 23 MATF.RIAI. Y1NF./SIIPP74iR/77RIEARILR Et ES-EL400-OD7 i FRAME HEAD (2 TRACK) 8063-i6 - E/A ES-EL40O-207 AS READ. FRAME HEAD (3 TRACK) 8063-T6 - E1B ES-EL400-20.5 AS REOD. FRAME HEAD (4 TRACK) 8063-T6 - E2 E5-0.4O0-002 1 FRAME SILL (2 TRACK) 6063-T6 - E24 ES-EL400-202 AS REOD. FRAME SILL (3 TRACK) 8063-TB - E2B ES-EL400-20fi AS REOD. FRAME SILL (4 TRACK) 606J-T6 - E3 ES-EL400-00.T 2 FRAME JAMB (2 TRACK) f063-T6 - E3A ES-EL400-203 AS fiEOD. FRAME JAMB (3 TRACK) fi067-i6 - E3a ES-0.40O-207 AS REOD. FRAME JAMB (4 TRACK) 6063-T6 - E4 ES-0.400-004 1/ PANEL TOP RAIL (INSUL LAM. CLASS) 8063-T6 - ES ES-0.400-005 i/ PANEL BOTTOM PAL (INSUL LAM. GLASS) 8083-TB - E6 ES-EL400-006 AS READ. JAMB STILE (INSUL. LAM. GLASS) 806J-i6 - E7 ES-EL400-007 AS REOD. INTERLOCK STILE (NJSUL LAM. GLASS) 6063-T6 Ea ES-EL400-009 1/ PANEL TOP RAIL (LAM. GLASS) 8063-T6 - E9 ES-0.400-010 1/ PANEL BOTTOM RAIL C�� QA.SS) 8063-T6 - E1D ES-EL400-t111 AS REOD. JAMB STILE (LAM. GIA55) 606J-T6 - E41 ES-EL400-012 AS READ. INTERLOCK STILE W. GLASS) 8083-T6 - E12 ES-ELaOD-01J AS REOD. ASTRAGAL STILE (TAM. GLASS) 8063-i6 - E12A t:5-EL400-008 AS REOD. ASTRAGAL STILE (MSUL LAM. CLASS) 808}ifi - E73 ES-EL400-014 AS REOD. JAMB COVER 8063-T5 - E14 ES-ELA00--015 AS RF.QD. POCKET JN/8 8063-Tt1 - E15 ES-EL400-Otfi AS REOD. SILL TRACK 808J-TB E18 ES-0.400-017 AS READ. HEAD COVER 6063-TS - E17 ES-0.400-OiB AS READ. SILL RISER 8083-78 - E18 ES-0.400-020 AS READ. FIXED PANEL BOTTOM GUIDE 6063-78 - E19 ES-EL400 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • [— 4373 �5.686� 062 p---7.498� .062 _ 070 .745 1.15' 1 tA1 1 jg1 Q� q m O =t FRAME HEAD (2 TRACK) etn FRAME HEAD (3 TRACK) E,B FRAME HEAD (4 TRACK) Qyri ado 062 .062 ,070 ,e .� 2.000 2.000 2.000 si 9 d3 N N N .675-8 I _... I_C Q W T �4.782� M—5.594 7.104 -1 4(1 W Ol f lE2 FRAME SILL (2 TRACK) Eul FRAME SILL (3 TRACK) -Eze FRAME SILL (4 TRACK) n �•1 1.38 0 � h -^-� 1.380 0 1.380 .072 .062 .^.. 2 -•t IfJ o 3.715 y V N j I— 4.585 5.686 5.525 7.406 7.335 C) 0� M .062 c r7 8 3zLL� 062 v N N 4 w Wr�� E12- FRAME JAMB (2 TRACK) FRAME JAMB (3 TRACK) FRAME JAMB (4 TRACK) 0 .062 m • 1.732 C Y 433 • • • e s • • • • 6 .178 • •• • • s • ••• s ft11TIFINJJ` E° eta 4 POCKET JAMB - PRODUCT APPROVED �.'•�3OENs�c'.• �� as co yin -Ith the Florida .. n a ••• • ••• • • Bulldinp Code _:', _ •• �, • • • • • • • • • NOA-No. 16-0617.02 = $ u • • • •ee 0 • • • • • Approval Date 07120/2017 OF Fdrowing no. W16-73 • • • • • s • • • Mi ro uc n �iJ �•" •• JJJJ/JIIA�tt �� sheer 21of23 ••• • • • • or • • • • • • • • • • • • • •• •• • • • •• •• .340 2.68E .062 L I �I .866 '\ PANEL TOP RAIL .866 I�•- 2.993 .062 2.1I18 LL 1.340 PANEL BOTTM RAIL I -- I I 1.6,1 2686 .062 PANEL TOP RAIL (INSUL CAM. GLASS) Fi 2.993 .062 LII 2.118 9 a I 1.340 4� PANEL BOTTM RAIL (INSUL LAM. GLASS) - 2926--{ 2.926 062 I�I{ .062 1.490 1.3I40 1.490 1. W --I _ .. 2.051 2.051 PANEL JAMB STILE F2.750 .115 1.340 , 8 L .062 J___ � 1.622 INTERLOCK STILE E11 (LAM. GLASS) .500 Z551 1.7<2 p� A62 --IFS-- PANEL JAMB STILE (INSUL LAM. GLASS) 2.750 .115 1.3+08 .062 1.622 1 INTERLOCK STILE 1 (INSUL LAM. CLASS) is 1 ASTRAGAL STILE I1 ASTRAGAL STILE jj (LAM. GLASS) (INSUL. LAM. GLAS' 1.732 1.350 I .1125 -�-! .929 F�- Eta) INTERLOCK STIFFENER j .663 I�-F 1 .087 1 E18 FIX. PANEL BOTTOM GUIDE 711 050 512 .275 �J, 0 .28 HEAD COVER 243 - O50 I 1.791 JAMB COVER .287 040 711 �...J...JIIII.�-T TRACK INSERT 11-6J SCREW COVER 970 .929 .052 460 M, GLAZING GAKET LAM. GLASS 1.340 972 .062 1.075 M2 GLAZING GASKET INSUL. LAM. GLASS MATERIAL - SILICONE lWiONESS - 70±3 TENSILE STRENGTH - 1139 PSI ELONGATION AT BREAK - 235X TEAR STRENGTH- 107 Lb/IN BRITTLENESS TEMPERATURE - -40' F COMPRESSION SFr = 12.5% (22h021TF) •• ••• • • • • • •• • •• • • • • ••• • PRODUCT APPROVED as eo. ftf.g Bwith th• Florida • • • • • • • • r • • uilding Cod• • • • ! • • • • • NOA-Nc,16-0617.02 • .• • • • • r • • • • • Approval Oat 07/20/2017 • • •• • • • • • ••• • ••• ••• By SILL RISER ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• Z m r N ao � u 0 b R 0'0'� 0L ¢ �Y mz N_ 4Q.z'� •� Q W m F i L a i drawing no. W16-73 FRAME TOP CORNER 2 TRACK FRAMES (SHOWN) 3 TRACK FRAMES (SIMIAR) WITH (1) ADDL. FASTENER 4 TRACK FRAMES (SIMILAR) WITH (2) ADDL FASTENERS FRAME BOTTOM CORNER 2 TRACK FRAMES (SHOWN) 3 TRACK FRAMES (SIMILAR) WITH (1) ADDL FASTENER 4 TRACK FRAMES (SH.9LAR) WfTH (2) ADOL FASTENERS PANEL TOP/BOTTOM CORNER LAM, GLASS RML N STILE (SHOWN) INSUL. LAM. GLASS RAIL & STILE (SIMILAR) •• ••• • • • • • •• • •• • • • • ••• • • • • • • • • • • • • • PRODUCT APPROVED as �ompyin, with the Florida as ihiin• Code • • • • • • NOA�o. 16-0617.02 • • • • • • • • • • • • • Approval D.w 07/2012017 • • • • • • • • • • •• • I,•• • • BY • • • • • • • Is • • Mla ac ••• • • • • ••• • • • • Is • • • • • • • ••• • • • ••• • • M73 �. uCEN@F i Na o6m 7�• L tl O o � � drawing o no. W 16-73 6/il2/2019 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS site Map I Links Search I F rit P r 4.Product Approval (.3A USER: Public User �� , Product Agoroval Menu > Product or AQWjr fon Search > Bonlication List > Application Detail • C3 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 FL22267-R4 Revision 2017 Approved U E.S. Windows, Inc. Go** 10653 NE Quaybridge Ct. • • Miami, FL 33138 • • • • (305) 624-7775 • • • • • • • • • • achamorro@eswllc.com • • • • • • • • • • • • • • • • Yiping Wang • • • • • • �' • • • • • mcy@mcyengineering.com 0000 • • • • • • • • • ••••a• • ••• ••••• • • • • • •••••• Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer t 1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Yiping Wang Evaluation Report Florida License PE-55983 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/16/2025 Validated By Sifu Zhou, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL22267 R4 COI Certificate of independence FL SS.pdf Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code Year 1994 1994 1994 hftps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquYPIHVa8bgMbCh9SSFrrNU2GfACKKcDuglOoWppkUJCA%3d%3d 1/2 6/,12/2019 ' Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved - Summary of.Products r 10/18/2018 10/29/2018 10/30/2018 12/11/2018 FL # Model, Number or Name Description 22267.1 ES-SGD2020 SLIDING GLASS DOOR- sliding glass door -large and small missile impact. LMI & SMI Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL22267 R4 II 10.29.18 ES-SGD2020 FLA Rev-Final.SS.pdf Verified By: Yiping Wang PE #55983 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +65/-150 Evaluation Reports Other: for sliding glass door sizes vs. design pressure refer to FL22267 R4 AE EVR ES-SGD2020-Sliding Door - LMI SS.pdf installation instructions Created by Independent Third Party: Yes Back Ne# • • •••• •••••• Contact Us :: 2601 Blair Stnne Road, Tallahassee FL 32399 Phone: 850-487-181� • • • • • • The State of Florida is an • • • • • • • • • • • AA/EEO employer. Qgyright 2007-2013 State of Florida.:: Privacy Statament :: Accessi i itr tatement :: Re and Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send ele;orko • • mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.489.9395.-Purssatit to Section 455175(1), • Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department witR n em 11%ddress if the? havAone. The it provided may be used for official communication with the licensee. however email addresses are public record. If you do �o�v'is� to supply E perstrtl address, f i e • • provide the Department with an email address which can be made available to the public. To determine if you are a licenjgp6i dprsrhapter 45cj. F.J.**ase clicks• • Product Approval Accepts: • • • e • •• •• •• • •••••• To RE® dheck •••••• • •• • • • • •••••• Credit Card • • • • • • Safe • . •.•.•• https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquYPIHVa8bgMbCh9SSFrrNU2GfACKKcDugiOoWppkUJCA%3d%3d 2/2 8501 SW 124th Ave. Ste. 205A MCY ENGINEENG, INC. MiamiP 305 7i 01 7 RI GLAZING CONSULTANT F: 305 279-6818 PRODUCT APPROVAL EVALUATION REPORT Product Manufacturer: Product Name/Model & Description: E.S Windows, Inc. Series ES-SGD2020 Sliding Glass Door — L.M.I. 951 NE 167th St. Ste. 207 Sliding glass door — large missile impact Miami FL 33162 Scope: This product has been evaluated by the below -signed Florida Professional Engineer for compliance with the Code noted herein and is, for the purpose intended, at least equivalent to that required by t Code, in . . •••• •••••• accordance with section 553.842 F.S. & chapter 61G20-3.005 F.A.C. Re-evaluation•gi:thj prodyCtshall be •• .. ... . ...... required following applicable Code modifications or revisions. ...• ..•..• Code: 6t' Edition Florida Building Code (2017), inclusive of all Supplements effective as Uthis re* o@rf 0 • • • • • date. ...... ... ..... .. .. .. . ...... Compliance Method: 61G20-3.005 (1)(d) — Evaluation Report from a licensed ProfesSi'd :Engineer • •• • . . . ...... • • • . • • Product Description: Product Approval Drawing #AD16-29, prepared by MCY Engin;eri signed and sealed by the Yiping Wang P.E., is an integral part of this Evaluation Report. •••• Limitations & Conditions of Use: • This product has been evaluated for use inside and outside of the HVHZ (High Velocity Hurricane Zone) • Impact Resistance: Large Missile Impact • Refer to Product Approval Drawing noted above for: o Maximum allowable wind loads at related maximum allowable size(s). o Other load limitations applicable to the product, if any. o Overall dimensions and material/grade of main product components, accessories, etc. o Illustrated diagrams of the attachment of the product to the structure. o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations. Test Reports: 8501 SW 124th Ave. Ste. 205A MCY ENGINEERING, INC. Miami, FL. 2 33183 GLAZING CONSULTANT F:, 305 279-6818 Mandatory Tests (Tested in accordance with AAMA 501) Test Lab Report Number Test Report Date Test Standard & Description Blackwater Testing Inc BT-ESW-16-010 03/23/2017 TAS 201(large missile impact test) West Palm Beach, FL signed and sealed TAS 203 (cyclic wind pressure loading) ASTM E1996 (large missile impact) by Constantin ASTM E1886 (cyclic wind pressure Bortes, P.E. loading) Blackwater Testing Inc BT-ESW-16-010 03/23/2017 TAS 202 (uniform static test) West Palm Beach, FL signed and sealed ASTM E283 (air infiltration test)... ASTM E331(water resistant fast}.' by Constantin AAMA 1303 (forced entry to%tj • • Bortes, P.E. Blackwater Testing Inc BT-ESW-18-002 03/16/2018 TAS 201(large missiioimpacbtpest} Palm Beach, FL signed and sealed 4.West TAS 203 (cyclic wtod pressure loatling) • TAS 202 (unifor"C tir test). • by Constantin ASTM E283 (airinfiltration tesif ' Bortes, P.E. ASTM E331(wajer ie+tant test) AAMA 1303 (forced Vtry test?. • • • Engineering Analysis: The following engineering analyses and/or calculations have been performed: • Comparative analysis has been performed for conditions other than tested. • Rational analysis has been performed per Code requirements and acceptable standards of engineering principles (but not in lieu of standard tests required by the Code). No increase in allowable stress has been used in the evaluation of this product. WAIV `�Q. .....S •. .�� . C F vNo 55g83 2 8501 SW 124th Ave. Ste. 205A MCY ENGINEERING, INC. Miami P 30 33183 i 0117 GLAZING CONSULTANT F: 305 279-6818 April 13th, 2017 Product Approval Administrator Codes & Standards Section Florida Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee, FL 32399 Ref: Series ES-SGD 2020 Sliding Glass Door — L.M.I. & S.M.I. E.S. Windows, Inc. . . .... Certificate of Independence ...... ...... .. . ...... Dear Sirs, ...... .... .. .... . .. ..... As the structural design engineer retained by E.S. Windows, Inc. •••••• ••• ••••• .. .. .. . ...... '. on the product referenced above, I do hereby declare that I do not have by&Mll not have . . . . ...... any financial interest in any company manufacturing or distributing the abg4e roferer�ed• ;••••; product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product and also that my company is not owned, operated, or controlled by E.S. Windows, Inc. in any way. April 13th, 2017 E5 WINDOWS, INC. 5ERIE5 5GD 2020 SLIDING GLA55 DOOR LARGE AND SMALL MISSILE IMPACT DOORS RATED FOR LARGE AND SMALL MI551LE IMPACT. LAMINATED GLASS AND IMPACT SHUTTERS ARE NOT REQUIRED. INSULATED -LAMINATED GLA55 LARGE AND SMALL MISSILE IMPACT. SERIES 5GD 2020 SLIDING GLASS DOOR INSTRUCTIONS: APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. USE CHARTS AS FOLLOWS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE GTH EDITION FLORIDA BUILDING CODE (2017) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). THESE DOORS ARE APPROVED FOR AIR AND WATER INFILTRATION. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THI5 APPROVAL. MATERIALS INCLUDING BUT NOT LIMITED TO 5TEEIJMETAL SCREWS THAT COME INTO CONTACT WITH OTHER D1551MILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE GTH EDITION FLORIDA BUILDING CODE (201 7) SECTION AS APPLICABLE. METAL STRUCTURES NOT BY NR ARCHITECTURAL PRODUCTS, INC. TO BE DESIGNED TO SUPPORT THE LOADS IMPOSED BY THIS GLAZING SYSTEM AND TO TRANSFER SUCH LOADS TO THE BUILDING MAIN STRUCTURE. ULTIMATE LOAD OBTAINED FROM ASCE 7-1 0, MULTIPLY BY O.G SHALL BE LE55 THAN OR EQUAL TO MAX. DESIGN LOAD IN THIS DOCUMENT. THE DF51GN LOADS SHOWN IN THIS DOCUMENT ARE ALLOWABLE DESIGN LOADS. STEP I DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG HEIGHT, WIND ZONE USING APPLICABLE A5CE 7 STANDARD. STEP 2 SEE ALLOWABLE CONFIGURATIONS ON SHEETS EC THROUGH E 12. SEE CHARTS ON SHEET G I FOR ALLOWABLE DESIGN LOAD BASED ON DESIRED GLA55 TYPE. SEE CHARTS ON SHEET KI FOR INTERLOCK DESIGN LOAD. •• ••• • • • • • •• STEP 3 FOR FREE'STANDING4!IAAAB I!95Efl At 2 4rRAtKOR 3 TRACK, SEE CHARTS ON SHEET* ANDA FOR &IIJFO&;I4.•I:VEL..0,ND CAPACITIES. STEP 4 FOR ANCHORED JAMB, SEE OPTIONS AND SPACING ON SHEETS J3 AND J4. STEP 5 USINGPCHARTSOON SHEET AI ON ANOHOR OiTION WITH DESIC-:$,g,TIN(:MOIV A1016DF•SAGN 4Ad4FtCIFIfjIN STEP I ABOVE. STEP G THE LOWEST VALUE RESULTING FROM STEPS 2 THRU 5 SHALL APPLY TO ENTIRE SYSTEM. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 8 zQ oaLL� O n Z Z_ 3 a FL #22267 o w w g • o c9 N w � 4 FC 383 1 5/ 1 G" MAX. CLUSTER OF ANCHOR FRAME WIDTH G,8 OR 1 O 5EE SHEETS AG 6 A7 FOR ANCHOR GO" GO" G I i I / I G" GO" (FES 8 SHEETS A I THRU PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH 1 FOR CAPACITIES (TYP.) FALSE MUNTIN 5G" MAX. GO" GI i I / I G" GO" 59" L.O. PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH OPTIONAL Z ANCHORED JAMB, NCHOR5 IN PAIRS UNION SPLICE SEE SHEET J3 ,A Dt Dt II II I w 7 II 8 �9 e0 11 Of Al / 9 �D- 12 =Q OPI D4 X D5 X OS X D5 X OPP. 04 X OPP X OPP. X — I D4 II O 10 w on o 13 — I{— 14 15 16 17 16 /\ 15 14 18 p = D6 D8 D6 D7 D7 D7 O6 D6 D7 >OPP. OPP >OPP. F =t i II II � 2 I II II o1 m ( 4 TRACK HEAD ANCHORS ANCHORS AT FREESTANDING JAMB USE 2,3,4 OR 5 (HALF OF NUMBERS OF —ANCHOR REQUIRED AT MEETING STILES) I II I I II I POC T OPTI N POC T NOT PART OF THIS APPRTVAL. TO BE REVIEWED I BY AHJ. 15" MAX. 8" M . 3" 3" L -i �I J HEA ILLO.C. TY `UNION SPLICE CORER N CLUSTER OF ANCHOR 4,G ANCHORS AT OR 8 SEE SHEET A8 FOR TYPICAL EXTERIOR ELEVATIONS (OXXXXYXXP) FREESTANDING JAMB ANCHORS TYPE 4 SHEET A5 FOR CAPACITIES. (TESTED UNITS SHOWN) USE 2,3 OR 4 (HALF OF NUMBER OF ANCHOR 18 8" MAX 3' 3" REQUIRED AT MEETING O.C. STILE) m MAX. NOMINAL PANEL WIDTH = FRAME WIDTH / NO. OF PANEL PANEL HEIGHT = FRAME HEIGHT - 2.G25" D.L.O. HEIGHT = DOOR FRAME HEIGHT - 9. 1 25" D.L.O. WIDTH = NOMINAL PANEL WIDTH - 4" WEEP HOLE LAYOUT • • • • •• • • •• • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 11 AD16— 29 I El 02 OF 59 � 5" 18" 3" 3" 3" ^c� 3 TRACK Z HEAD ANCHORS F < C 359" MAX. Z SR 4,6,8 g� A W zTYP0 Xr w A 3 0Ne_ W ] N O i FO U a G 000 i c zr g ci o Z aim ti Uj m to 3 O N Z Z = g rlelpl� w 0 N i H 14 W FREE USE 2,3 OR 4 (HALF OF HEAD/51LL HEAD/SILL NUMBER OF ANCHOR CORNERS CLUSTER OF ANCHOR 4,6 TYPICAL EXTERIOR ELEVATIONS (XXXXXXP) REQUIRED AT MEETING OR 8 SEE SHEET A8 FOR STILE) ANCHORS TYPE < SHEET A5 (TESTED UNITS SHOWN) FOR CAPACITIES. 5" 18".MAX. 3" 3" 3" O.C. 3_ 6" 181 WEEP HOLE LAYOUT � �W*2—ii771 MAX. • •• • 6^ : /NOMINAL PANEL WIDTH = FRAME WIDTH / NO. OF PANEL • • • Of2 AD16-29 PANEL HEIGHT = FRAME HEIGHT - 2.625" • • • • • • • • • • • • ��'�� ,Fl O;!.• �d� D.L.O. HEIGHT = DOOR FRAME HEIGHT - 9. 1 25" 000 • • • • • • • • • • • • • • paiiFS3�ONll P�`�� E2 D.L.O. WIDTH =NOMINAL PANEL WIDTH - 4" Oct 29th 2018 03 OF 59 LUSTER OF ANCHOR 6 ES OR STANDING FRAME WIDTH OR 10 SEE SHEETS 6 A7 FOR ANCHOR 61 3/4" 61 I WIG" 16" 60' E SHEETS AI THRU PANEL WIDTH PANEL WIDTH PANEL WIDTH ANCHORS A7 CAPACITIES (Tl'P.) FREESTANDING JAMB 56" MAX. 60" 61 I I / 16' 60" USE 2,3,4 OR 5 (HALF FALSE MUNTIN D.L.O. PANEL WIDTH PANEL WIDTH PANEL WIDTH OF NUMBER OF ANCHOR OPTIONAL ANCHORS IN PAIRS AT REQUIRED AT MEETING R ANCHORED JAMB, HEAD/JAMB UNION SPLICE STILE) SEE SHEET J3 � � � I_ 3A 3 I li D2 D2 i i I I 19 / 20 21 22 21 20 30 II DS 08 D9 D8 DB D12 I OP P w w `Q w io 25 27 28 27 e111 26 31 POCKET I i m= N O J D10 I) X 010 X D70 X Dtt X D10 P X D10 P X D12 ( � m � O POCKET NOT PART OF THIS o II II � APPROVAL. TO BE REVIEWED I� �I BY AHJ. 4A 4 I D2 D2 I ANCHORS AT JAMB 5" MAX. 18' MAX. 3' 3" UNION SPLICE ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • CLUSTER OF ANCHOR 4,G,8 OR 10 SEE SHEETS AG t A7 FOR ANCHOR TYPES 8 SHEETS A I THRU A4 FOR CAPACITIES (TYP.) ANCHORS AT FREESTANDING JAMB USE 2,3,4 OR 5 (HALF OF NUMBER OF ANCHOR REQUIRED AT MEETING STILE) ANCHORS/ FREESTANDING JAM USE 2,3 OR 4 (HALF C NUMBER OF ANCHOK REQUIRED AT MEETING STILE) NOMINAL PANEL WIDTH = FRAME WIDTH / NO. OF PANEL PANEL HEIGHT = FRAME HEIGHT - 2.G25" D.L.O. HEIGHT = DOOR FRAME HEIGHT - 9.1 25" D.L.O. WIDTH = NOMINAL PANEL WIDTH - 4" 3- 3' 3" ��— 2 TRACK HEAD # 51LL ANCHORS TYPICAL,MTRII)r g E\ZATl01j5 "P; • • '(JESTER YNY�ii�"i'"�i • i � • 8" • • Wls'EP q_P,QdT T• • • • TX. . • oELY • •• • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • II � II � POCKET POCKET NOT PART OF THI5 APPROVAL. TO BE REVIEWEC BY AHJ. OR 4,C OR 5 SEE SHEET A5 FOR ANCHORS TYPE 8 SHEET A5 FOR CAPACITIES. ? Y � ui m " 3 R `LL z zzg� N U) g o LLI pN N W C ~ U) w CLUSTER OF ANCHC 4,G,8 OR 10 SEE SHEETS AG * A7 FOR ANCHOR TYPES I, SHEETS AI THP.0 A4 FOR CAPACITIES (TYP.) — FALSE MUNTIN OPTIONAL 1 FOR ANCHORED JAMB, SEE SHEET J3 1 MAX. GO" 585 1/4 MAX. FRAME WIDTH GO" G I I I/ I G. GO" :L WIDTH PANEL WIDTH PANEL WIDTH "MAX. GI I III G" GO" .L.O. PANEL WIDTH PANEL WIDTH HORS IN PAIRSUNION 5PUCE JNC �m NN 5 TRACK Z F 7 a� EAD ANCHORS W 0 s m Z V PANEL WIDTH NCHOR5 AT p w REE5TANDING MB USE 2,3,4 yZ W $m N TH DR ] o I m9 5 H ,A II me D1.1 I 6 �9 �to �1DA 11 �10 �9 �6 /8 �12 w 04.1 — D4.1 D4.1 D4.1 D4.2 D4.2 D4.1 D4.1 D4.1 D4.2 D4.2 w n p 13 O 14 15 16 v ^ 76A n 17 16A OPP. X OPP X OPP. X OPP. 0 16 z D4.3 _ II DU DU P4.4 p4,4 D4.4 In D4.3 D7 D4.4 T6.15148 D4.3IN �+," OPP CIF', OPP.OPP. II II 2A 2 II II D7.1 DL7 I MAX. HEAD/51LL 18" M , if18" 3" 3" CORNER C. TY CLUSTER OF ANCHORS AT ANCHOR 4,G OR 8 FREESTANDING SEE SHEET A8 FOR JAMB USE 2,3 OR ANCHORS TYPE 4 4 (HALF OF 15' 18' MAX. SHEET A5 FOR NUMBER OF O.C. CAPACITIES. ANCHOR REQUIRE - AT MEETING STILE) m NOMINAL PANEL WIDTH = FRAME WIDTH / NO. OF PANEL PANEL HEIGHT = FRAME HEIGHT - 2.G25" D.L.O. HEIGHT = DOOR FRAME HEIGHT - 9. 1 25" D.L.O. WIDTH = NOMINAL PANEL WIDTH - 4" FOR INTERLOCK CAPACITY SEE CHARTS SHEET KI I II I II i U I I POC OPTI N I m I I ' I II I g I i oa 3� zZ _ Z g n W g UNION SPLICE �- POCKET NOT PART OF THIS R ul TYPICAL EXTERIOR ELEVATIONS (OXXXXXXXP) APPROVAL. TO BE a (TE5TED UNITS SHOWN) REVIEWED BY AHJq ti w 3" 3" 3' 'Na ••• IN • • • • •• • WEEF HOLE LAYOUT• • • •• • • e • ••• • •• ••• •• • • • •• •• ••• a ••s • • • • •• • • • • • • IN • •• IN: • • • •• •• ••• • • • ••• • • **i '41 AD16-291 E4 OS OF 59 F� Gd a ?� SLIDING DOOR WITH 90° 4- 135° TURN � N s J N e PANEL W MAX. W Z Z D CLUSTER OF ANCHOR E.Q. E.Q. D m 4,6,8OR 10SEE SHEETS s' 0 z bm AG 4 A7 FOR ANCHOR �� O' D.L.O. MAX. W N o TYPES 4 SHEETS Al THRU QP �' D.L.O. (7 } A4 FOR CAPACITIES (TYP.) O' oAa F.W. mQ �u MAX. PANEL p� � 5° I (� P.W. E.Q. p�' I �e MAX. D.L.O. I D.L.O. o I 9 4D4.5 X 7 & rz ell /X O � ? e m 43 D4.5 �/ ' co U' 0 z i� X z _ 45 I o ?� 25 v � w O D4.6 I I ul g = X I o N W O d rn 0 I I �= W �?'CLU5TEPOF ANCHOR 4,6 �OR 8 SEE SHEET A8 FOR ANCHORS TYPE 4 SHEET A5 FOR CAPACITIES. • • • • • • • • • • • • CORNER MULLIONS • • •• • • • • • • • ••• • • • • • • p •• ••• •• • • s •• E. '�'�y `L��3 AN. 28677/1 • . . • . • { °F ir AD16-29 • • • • •• • • •• • • • • • • • • • ACITY FOP SGD WITH EFOR �EQUALL • • • • • • • • • LOAD AT E3 TH SIDES. EQUALND UNEQUAL CONDITIONS TO BE CHECKED SEPARATELY. 08 OF 59 Oct 29th 2018 SLIDING DOOR WITH CORNER STILES PANEL W. c�.o. nr eom s�oe� F H ALLOW. DESIGN LOAD (IN) (IN) (+) PSF (-) PSF 48 120 90 102 54 88.3 100. I 60 79.5 90. I 42 126 90 102 48 85.8 97.3 54 76.3 86.5 42 132 85.3 96.7 48 74.7 84.6 54 66.4 75.2 36 138 87. I 98.7 42 74.7 84.6 48 65.3 74. I 36 144 76.7 86.9 42 65.7 74.5 48 57.5 65.2 ••• • • • • ••• • • • • • • • • • • • • APPROVED CONFIGURATION DOORS (NON -REINFORCED SHOWN) SEE SHEET KI FOR Op AND REINFORCING OPTIONS I L x L-x I I X I �0 )0000 XO (SHOWN) O)00=) X 0 I FOUR (4) TRACKS )0()C< XX (SHOWN) OX0()CXXO LAMINATED GLASS OPTIONS SHOWN. NON -REINFORCED DETAILS SHOWN. ^;14 oci SEE DETAILS FOR INSULATED LAMINATED OPTION. FOR REINFORCED DETAILS, SEE SHEET D4 U ? a TO D7 FOR (4 TRACKS), D8 TO D 12 FOR (3 yNy��N S TRACKS), D 13 TO D I G FOR (2 TRACKS). i 3$ Z r at W 7 s W • yy�� W p Ki w Z 0 U' i W g� v r All 0s D4 OPPAI bn ET i s� D IL Dg D AIL �g DETAIL D5 pPP.IL D4 OPP. IL D4 OPP.a)DETAIL D4 OPP. L r F D4 DETAIL D DETAIL D4 DETAIL D5 DETAIL I7 DETAIL OXXX (SHOWN) • • •XTL7CIOR • • • • XXXO •. 7 4 DETAIL DB4 DETAIL ••• •• 4 DETAIL • • 5 DETAIL • •• D4A D MI AL NOTE5: •• I .CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY, • ••• • • • • ••• • • •• • • • 2. SEE CHART ON SHEET G I POP GLA55 CAPACITIES AND GLASS OPTIONS. • • • • • • • • • 3. FOR APPLICABLE DESIGN PRESSURES 5GD REINFORCING LEVEL I, 2 OR 3, 5Li 517EET K�. • • • • • • • • • • 4. FOR ANCHOR DETAILS AND CAPACITIES AT HEAD/SILL SEE SHEET A I TO A8. • • • • 0.0 • 5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON SHEET J I TO J4. • • • 000 C. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I w Io DETAIL D3 OPP. Js DETAIL D4 OPP. Je DETAIL 7OPP. 'lA DETAIL 74 N 0 W F N (n W APPROVED CONFIGURATION POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET KI FOR DP AND REINFORCING OPTIONS PXXXX (SHOWN) XXXXP N PXXXXXXXXP (SHOWN) PXXXXXXXXX X ()O(YMXXP P)M)00 XXO FOUR (4) TRACKS POCKET5 ARE NOT PART OF THI5 APPROVAL AND ARE TO BE REVIEWED BY AHJ. LAMINATED GLASS OPTIONS SHOWN. NON -REINFORCED DETAILS SHOWN. SEE DETAILS FOR INSULATED LAMINATED OPTION. I FOR REINFORCED DETAILS, SEE 5HEET D4 TO D7 FOR (4 TRACKS), D8 TO D 12 FOR (3 TRACKS), D 13 TO D 16 FOR (2 TRACKS). 12 DETAIL 9 DETAIL 5 DETAIL to DETAIL '!A DETAIL D5 OPP. 74 D4 os D4 IM. 05 OpP IL 4:1)D D TAI w D AIL s ETAIL Dg D •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• NOTES: •• ••• • ••• • • I . CONFIGLOZATION5 SHOWN FOR LIUSTRATOODN ��PUP00-545 WL1• SEE 3. FOR APF,*,LE D:`jGNI'PRF55M5�5G[jREINFOR(,I:G LL&VE 1 2OOR 3, SEE SHEET K I. 4. FOR ANCHbR DETAILS AND C1,iKITIES•NT HEAD/3L• 5EE 5NEET A I TO A8. 5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON SHEET J I TO J4. G. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5 D PAIL D4 OPPAI On OPP.IL DS D AIL Z CV N Rd z Z FLu dC • Lu V s z w W m z8 s U'z°'� B W ca�v o vr m � I 71 dr i AD16-29 E7 08 OF 59 APPROVED CONFIGURATION POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET KI FOR Dp AND REINFORCING OPTIONS DOOR FRAME WIDTH m m a m PXXX (SHOWN) XXXP PXXXXXXP (SHOWN) PX70(XXX (SHOWN) =000(P m a, � m: a a ro l a i I OPP OPP. OPP. OPP. 8 L P)=)C<O (SHOWN) OV)00(P THREE (3) TRACK5 POCKET5 ARE NOT PART OF THIS APPROVAL AND ARE TO BE REVIEWED BY AHJ. EXTERIOR (30 OPPAIL DETAIL 21 DETAIL D4 DETAIL ^� NON -REINFORCED DETAILS SHOWN. FOR REINFORCED DETAILS, 5EE SHEET D4 ZP TO D7 FOR (4 TRACK5), D8 TO D 12 FOR (3 TRACKS), D 13 TO D I G FOR (2 TRACK5). (�$ Z LAMINATED GLA55 OFTIONS SHOWN. J d G SEE DETAILS FOR INSULATED LAMINATED OPTION. W N z < _Z W N7 0 m.9 30 OPP.IL ETAIL Dg ETAIL ... "V D9 ETAIL pg DET LL OPAI 30 DETAIL 3o DETAIL �b D AI ETAIL _... _.,.�..� D9 AIL De OPP.IL De O PAL D9 SIMAI DOOR FRAME WIDTH PANEL WIDTH 31 D PAIL ZDog DETAIL D0 DETAIL D9 DETAIL 03 \DET PAIL O PAIL K77 MAIL D9 51m. NOTES: •• ••• • ••• • • I . CONFIGURA•TIONS'SHOWN FCC ILLU5T%TlbN PUR:05r5 LY• 2. SEE CH/;21 9N SHEET G`F DRiI�55.CAPACWE5 AJ14GL 50F ION5. 3. FOR APWICABLE DCbGN PRE551-♦IE55GD REINFORCING LOVES 1 , 2 OR 3, SEE 5H EFT K I . 4. FOR ANCHFDP DETALS AND (jKftACITIE5*AT HEAD/ALt SEE 54tET AI TO A8. 5. FREE STANDING JAMB SEE OFTION5 AND CAPACITIES ON SHEET J I TO J4. G. DOOR SHALL MEET EGRE55 REQUIREMENTS AS APPLICABLE PER FBC. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �*i Al t AD16-29 EB u.<w 09 OF 59 APPROVED CONFIGURATION DOORS (NON -REINFORCED SHOWN) 5EE SHEET KI FOR Dp AND REINFORCING OPTIONS DOOR FRAME WIDTH I • OXX (SHOWN) XXO X(X (4 REVERSE) kM)C< (SHOWN) OXXX(O whim )0=)C< (5HOWN) DOOR FRAME WIDTH �' i ✓ i � W OPP, a m a 0! n al ar a m OC • A OPP OPP XXXXXO (SHOWN) OXXX(O THREE (3) TRACKS POCKt75 ARE NOT PART OF TH15 APPROVAL AND ARE TO BE REVIEWED BY AI-J. D9 5 MAI 08 AI DETL D0 AI D9 AI 12 88 NON -REINFORCED DETAILS SHOWN. FOR REINFORCED DETAILS, SEE 5HEET D4 U � Z j TO D7 FOR (4 TRACKS), D8 TO D 12 FOR (3 TRACKS), D 13 TO D 16 FOR (2 TRACKS).$ Z LAMINATED GLASS OPTION5 SHOWN. SEE DETAILS FOR INSULATED LAMINATED OPTION. W W p w° Z o Z 9 W N Ed U E D8 DB D AIL D AIL D8 D AIL DETAIL DB OPP. Df7AIL Db O PAI De OPP.I IL D9 OPP. De OPP.D8 OPP.I D9 51MAIL Da DETAI DETAI D9 AI • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AD16-29 E9 10 O 59 APPROVED CONFIGURATION DOORS (NON -REINFORCED SHOWN) 5EE SHEET KI FOR DP AND REINFORCING OPTIONS DOOR'RAME WIDTH a •) OPP. x WI X a DM 0 XO (SHOWN) OX DOOR FRAME I I a •3 FF a •t X a ON X X( DOOR FRAME WIDTH m m I v �i m OXO (5HOWN) OXO (REVERSE) DOOR FRAME WIDTH m m v m it m OXXO (SHOWN) XXXX (51MILAR) TWO (2) TRACKS POCKE'S ARE NOT PARI Or TH15 APPROVAL AND ARE TO BE REVIEWED BY AHJ. DOOR FRAME WIDTH PANEL WIDTH EXTERIOR 39 DO PAIL 35 DETAIL 31'] DETAIL DOOR FRAME WIDTH PANEL WIDTH EXTERIOR 3 3 DETAIL 33 DETAIL 313 5 MAIL DOOR FRAME WIDTH PANEL WIDTH EXTERIOR 32 ET 3G DD PAIL 319 SIM3 DETAIL 1� DETAI LAMINATED GLA55 OPTIONS SHOWN. NON -REINFORCED DETAILS SHOWN.�� SEE DETAILS FOR INSULATED LAMINATED OPTION. FOR REINFORCED DETAILS, SEE SHEET D4 Z nC j TO D7 FOR (4 TRACKS), D5 TO D 12 FOR (3 — �� s TRACKS), D 13 TO D I G FOR (2 TRACKS). N z �3$ W p iv w Z o g m U' z gm III U DOOR FRAME WIDTH PANEL WIDTH EXTERIOR 31'1 c) PAiI 33 DETAIL NOTES: 31G 51MAIL 35 . ET.0 • 317 DETAIL • • • • • 1 . CONFIGURATIONS SHOWN FOR ILLL:WATION:LIPFOSE$OlY. • • 2. SEE CHART ON SHEET G I FOR GLAG5 QAFACIFIE5 FWD GL1.`.fi OPTIONS.• • • • • 3. FOR APPLICABLE DESIGN PRE551-IR05 5115D RE1N*ORCING LEVEL fb, 20R 3, SEE SPEEPK11 4. FOR ANCHOR DETAILS AND CAPACIT115 AT HIfAD/SILL 5ASREET Al TO A8. • • • 5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON SHEET J I TO J4. G. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U io Z > d O z Z Z g � N � Lu g o 19 cn w AD16-29 E10 110 59 APPROVED CONFIGURATION POCKETED DOOR5 (NON -REINFORCED SHOWN) SEE SHEET KI FOR DP AND REINFORCING OPTIONS DOOR F� ME WIDTH DOOR FRAME WIDTH FRAME WIDTH C9 I ] a] (7 I MS Ox ]1] = x a s = PF. � I � �4� � I<4- 8 I EXTERIOR §L L L 34 DETAIL 33 DETAIL XP (SHOWN) I OPP. — PXX (51OWN) } PXPX (REVERSE) XXP (REVERSE) DOOR FRAME I I I DOOR FRAME WIDTH F x x w] a. •] Q X X W 8 I I L- PXXP DOOR FRAME WIDTH it PXX%XP PXXXX (SHOWN) XXX(P(REVEREE) PXXXO TWO (2) TKACK5 Omp POCKETS ARE NOT PART OF THIS APPROVAL AND ARE TO BE REVIEWED BY AHJ. LAMINATED GLASS OPTIONS SHOWN. NON -REINFORCED DETAILS SHOWN. SEE DETAILS FOR INSULATED LAMINATED OPTION. FOR REINFORCED DETAILS, SEE SHEET D4 TO D7 FOR (4 TRACKS), D8 TO D 12 FOR (3 TRACKS), D 13 TO D I G FOR (2 TRACKS). FRAME WIDTn 34 DETAIL 33 DETAI 33 DERAIL OPP. m • • m z� `,r•PP quo__ 1II7 DOOR L 314 O P3sAIL ETAI 36 \QLVOPP oETAI1- 3I3 DOPAI 34 DETAIL 34 D IL 3AI 3AI D AI ETAIL 13OPP. �NOTES: 14OPP. • • •• I OPP. • iD� • • 1 . CONFIGURATIONS 5 N FOR1LLU5TRA1:0N'URPCjA5 ONL f 2. SEE CHART ON SHE G4 FOPGL454CAPl.Cjllf .AND GL655 0"ON♦P. • 3. FOR APPLICABLE DESIGNIIIPRESOLOI 5GD R1INF(1RCIMG LEVEL 1. 4E OR 3,4BEE SHEET K 1. 4. FOR ANCHOR DETAIL5*AND CAPACITIES A 't II! /SIR SEE SHf"A I TO R& 5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON SHEET J I TO J4. G. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AD16-29 Ell 12OF59 8 APPROVED CONFIGURATION POCKETED AND NO POCHET DOOK5 (NON -REINFORCED SHOWN) SEE SHEET KI FOR DP AND REINFORCING OPTIONS DOOR FRAME WIDTH %)DOwmo (SHOWN) OwDoxXX )N)X'0=O (SHOWN) OV000 (XX XXXXXXXXO (SHOWN) pp�� DOOR FRAME WIDTH `G,.!p b m ,L a FIVE (5) TRACK5 #X P II' X P Of X POCKETS ARE NOT PART OF THIS APPROVAL AND ARE TO BE REVIEWED BY AHJ. S NOTES: I . CONFIGURATIONS SHOWN FOR ILLU5TRATION PURPOSES ONLY. )W=(5HOWN) 2. SEE CHART ON SHEET G I FOR GLA55 CAPACITIES AND GLA55 OPTIONS. 3. FOR APPLICABLE DESIGN PRESSURES 5GD REINFORCING LEVEL 1. 2 OR 3, SEE SHEET K 1. 4. FOR ANCHOR DETAILS AND CAPACITIES AT HEAD5ILL SEE SHEET A I TO A8. 5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON SHEET J I TO J4. G. DOOR SHALL MEET FGRE55 REQUIREMENTS AS APPLICABLE PER FBC. 4Ai OPPAIL B DETAL 9 N i0 DETAIL IOn AIL DETAIL Ion PAIL Io DAP L 9 OpPPAI B OPAL ' OF W EXTERIOR II II II II II �n PAIL B D AIL 9 D AIL o TAI IOA DETAIL DETAIL iOn DETAIL 10 OPPAI ! AIL a OPP. L OPPa OPP. aA OPPAI a DETAI < DEFgI 10 AIL IOn CTAI uiILRIETAIL IOn OPPAI a0 OM-L 4. OPPAI B OPPL ' OP -Ali • • • • • • • s LAMINATED GLAS5 OPTION5 5HOWN. • • • • • • • • 5EE DETAILS FOR IN5ULATED • • • • • • • • LAMINATED OPTION. NON -REINFORCED DETAILS SHOWN. FOR REINFORCED DETAILS, HE SHEET D4 • • TQ 0; FOR (4 TRACK5), D8 TO D 12 FOR • • TiiAC4,5), D 13 TO D I G FOR (2 TRACK5). �7LRAR • • • • • • i • AL a DETAI 9 ETAI 10 DETAIL ion ql Tn 5[LT- rz 0 Z z g w g I ALD16-29 I E12 130F59 ••• • • • ••• • • DE51GN LOAD CAPACITY - P5F (GLASS) DE51GN LOAD CAPACITY - PSF SGD PANEL SIZES 911 G" LAMINATED GLASS I - 1 /8" IN5UL. LAMI. GLASS 5GD PANEL SIZES 911 G" LAMINATED GLA55 AVE. PANEL WIDTH DOOR HEIGHT GI G2 G3 G4 AVE. PANEL WIDTh DOOR HEIGHT G I G2 (IN) (IN) +/- PSF +/- P5F +/- P5F +/- P5F (IN) (IN) +/- PSF I +/- P5F 36 102 150.0 150.0 150.0 150.0 36 12G 150.0 42 102 150.0 150.0 150.0 147.0 42 12G 150.0 48 102 150.0 150.0 150.0 131.0 48 12G 102.0 54 102 150.0 139.0 150.0 120.0 54 12G 102.0 GO 102 102.0 102.0 102.0 102.0 GO 12G 102.0 GG 72 102 102 102.0 102.6 102.0 102.0 102.0 102.0 102.0 101.0 GG 12G 102.0 - 3G 132 150.0 3G 108 150.0 150.0 150.0 1 150.0 42 132 150.0 42 105 150.0 150.0 150.0 136.0 48 132 102.0 - 48 108 150.0 147.0 150.0 122.0 1 54 132 102.0 - 54 108 102.0 102.0 102.0 102.0 GO 132 102.0 - GO 108 102.0 102.0 102.0 102.0 66 132 102.0 - G6 108 102.0 102.0 102.0 101.0 3G 135 150.0 - 72 108 102.0 102.0 102.0 95.2 42 138 150.0 - 36 114 150.0 150.0 150.0 150.0 46 135 102.0 42 114 150.0 150.0 150.0 132.0 54 138 102.0 48 114 150.0 139.0 150.0 115.0 GO 138 102.0 54 114 1 102.0 102.0 102.0 102.0 1 36 144 150.0 GO 114 1 102.0 102.0 102.0 98.8 42 144 102.0 Gr.1 L 4 102.0 102.0 102.0 93.8 48 44 102.0 72 114 102.0 99.4 102.0 89.5 54 144 102.0 3G 120 150.0 150.0 150.0 150.0 GO 144 102.0 42 120 150.0 150.0 150.0 129.0 D.L.O. WIDTH = AVE. PANEL WIDTH - 4" D.L.O. HEIGHT = FRAME HEIGHT - 9. 1 25" 48 120 150.0 132.0 148.0 110.0 54 120 102.0 102.6 102.0 101.0 GO 120 102.0 102.0 102.0 92.8 G6 1 120 102.0 98.8 102.0 88.2 72 1 120 102.0 94.4 102.0 85.1 U4HCAT 5TRENO GLA55 009V SENTRYGAS INTERIAYER BY 1/4' n[nT 5TREN9 GIA55 0.090' PVB INTERLAYER BY'KURARAY AMERICA INC' 150.0 102.0 102.0 102.0 102.0 XLRAAAY AMERICA, INC' I/4' HEAT 5TREN'D GLA55 3/& AIR SPACE 'JIG' HEAT 5TREN'D GLA59 3/& AIR NJ G. TEMP. GLA55 0.090. 5ENTRYGLA5 INTERLAn 3116' TEMP. GL 1/4' HEAT STKENO G BY'KURAKAY AMCKICA, INC.' IW HEAT 5TREN1) GI-55 W 6^ 6 64 I 40 40 25 �05 5 m / ID / ro y I G' HEAT 5MEN'D GtA55 0.090" PVB INTERLAYLR BY 'KURARAY AMERICA, INC.' 1/4' HEAT 5TREN'D G1 l 1/4' HEAT 5TREN'D G V55 0.090' PVB INTERIAYER BY KURARAY NOTE: 1/4' HEAT 5TtEN0 wA.i 0.090' SENTRYGLAS INTEPoAYEK BY fiURARAY AMEPoU.ING 1/4' HUT STREIlO GLA59JI - AMERICA, INC.' /4•HEAT STRENKI GI'IN 3/8"AIR SPACE 3�16'f1oT91 1l5� • G" TEMP. G 55 � RgRgNYAMGEIt�A, INC• • /46HEAT 5TRW9GLA•, • • •gI�SPACC•• �IG'HEAT STREN'D GL459 • �� T"If ! �•� 0.090" PVB INTERIAKR BY KVRARAY AMERICA, INC.' • • • • ! /4' HEAT 5TREN'D GLA55 GLASS COMPLIES WITH ASTM E1300-09 (3 SEC. GUSTS). \ ._ \\ Wr LU 39RE / 4 / • • • • • • • 5 Y C tt 1 m e:x • • • . .• • • � PLC • • • • • • • s �'FS81C • 000 s • • t� RR�EE„' GLA55 TYPE 'G P GLA55 TYPE 'G2' GLA55 TYPE 'G3' GLASS TYPE 'G4' Oct 291h 9/I G' NOMINAL OVERALL 9/1 G' NOMINAL OVERALL I' NOMINAL OVERALL I' NOMINAL OVERALL • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AD16-29 Gl 14OF59 DESIGN LOAD CAPACITY -PSF • • SGD PANEL SIZES LEVEL I (STD INTERLOCK W/ REINFJ LEVEL 2 � (BELLY INTERLOCK W/O REINF.) LEVEL 3 (BELLY INTERLOCK .v! REINF. AVE. PANEL WIDTH DOOR F1EIGtiT PSF PSF PSF PSF PSF PSF (IN) (IN) + - + - + - 36 102 65.0 65.0 65.0 78.0 - - 90.0 150.0 42 102 65.0 65.0 65.0 78.0 90.0 150.0 48 102 65.0 65.0 65.0 78.0 90.0 150.0 54 102 65.0 65.0 65.0 78.0 90.0 150.0 60 102 65.0 65.0 65.0 78.0 90.0 102.0 66 102 65.0 65.0 65.0 78.0 90.0 102.0 72 102 - - 65.0 75.0 90.0 102.0 36 108 65.0 65.0 65.0 78.0 90.0 150.0 42 108 65.0 65.0 65.0 78.0 90.0 I50.0 48 108 65.0 65.0 65.0 78.0 90.0 150.0 54 108 65.0 65.0 65.0 78.0 90.0 102.0 60 108 65.0 65.0 65.0 78.0 90.0 102.0 66 108 65.0 65.0 65.0 78.0 90.0 102.0 72 108 - - 65.0 78.0 90.0 102.0 36 114 65.0 65.0 65.0 78.0 90.0 150.0 42 114 65.0 65.0 65.0 78.0 90.0 150.0 48 114 65.0 65.0 65.0 78.0 90.0 150.0 54 114 65.0 65.0 65.0 78.0 90.0 102.0 60 114 65.0 65.0 65.0 78.0 90.0 102.0 66 I14 - - 65.0 78.0 90.0 102.0 72 114 - - 65.0 78.0 90.0 102.0 36 120 65.0 65.0 65.0 78.0 90.0 150.0 42 120 65.0 65.0 65.0 78.0 90.0 150.0 48 120 65.0 65.0 65.0 78.0 90.0 150.0 54 120 65.0 65.0 65.0 78.0 90.0 102.0 60 120 65.0 65.0 65.0 78.0 90.0 102.0 66 120 - - 65.0 78.0 90.0 102.0 72 120 - - 65.0 78.0 90.0 102.0 36 126 - - 65.0 78.0 85.0 102.0 42 126 - - 65.0 78.0 85.0 102.0 48 126 - - 65.0 78.0 85.0 102.0 54 126 - - 65.0 78.0 85.0 102.0 60 i 26 - - 65.0 78.0 85.0 102.0 66 126 - - 65.0 78.0 85.0 102.0 36 132 - - 65.0 78.0 85.0 102.0 42 132 - - 65.0 78.0 85.0 102.0 48 132 - - 65.0 78.0 85.0 102.0• 54 132 - - 65.0 78.0 85.0 102.0 60 132 - - 65.0 78.0 85.0 102.000 66 132 - - 65.0 78.0 85.0 102.0 36 138 - - 65.0 78.0 85.0 102.0 42 138 - - 65.0 78.0 48 13878.0 85.0 I Gt.O 54 65.0 78.0 85.0 10�.0• 60 65.0 78.0 85.0 102.75 c- °a 82 (.• c6 a Z MM N P Z Z F dG y W 0 Z O h U' z sm 2 e� p W m o U m, I g� U uE G al J_ U 8 ? a g y vi m � a LL co O < LL U z Z g n z 0 p g W ON N W y w d 8� �6 & AD16-29 • • • ;10�59 DESIGN LOAD CAPACITY -PSF SGD PANEL SIZES LEVEL I LEVEL 2 LEVEL 3 (STD INTERLOCK W/ REINF.) (BELLY INTERLOCK W/O REINF.) (BELtu LY INTERLOCK W/ REINF.) AVE. PANEL WIDTYI DOOR F1EIGh1T PSF PSF PSF PSF PSF PSF - 36 144 - - 65.0 78.0 85.0 102.0 42 144 - - 65.0 78.0 85.0 102.0 48 144 - - 65.0 78.0 85.0 102.0 54 144 - - 65.0 78.0 85.0 102.0 60 144 - - 65.0 78.0 85.0 102.0 LEVEL I LEVEL 2 LEVEL 3 STD. INTERLOCKS W/ REINF. BELLY INTERLOCKS W/O REINF BELLY INTERLOCKS W/ REINF. 22 22 2t 18 18 22 � 21 18 21 � w 22 'L� Q 22 Z 21 is 1s 5 <S' 20 20 31 31 31 � 32 32 18 18 18 � 31 Q 31 32 Z � 18 g 31 g l s • • • • • • • 20 2C ••• •• • • • •• FRAME WIDTFI AVE. PANEL WIDTFI = 'ice RE 1'pt>M! # OF PANELS a rL!%N� �• Oct 29th 2018 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �14 SILL RAISER OPTIONS (5HOWN ON 2 TRACK DOORS) POSITIVE LOAD LIMITED AS FOLLOW DUE TO WATER INFILTRATION Z — MN Is z 3$ 7 Z df • 8 J W p w Z v a Z a €3 e ° • V i Pd MAX.=+53 PSF Pd MAX.=+67 PSF ui m m 38 O a C) �LL �1� 82 z z z g o p fo U c g o W pN N W O _ N � W V m a • • • • • • • - • .00 • • - • a °. • • �. • • • • •° •' • °• •'•-•. � • •,•,••....A III//I/ 2 ••• •• • • • •• i v.E.�., a= RE Tp L 3 Pd MAX.=+90 PSF Pd MAX.=+50 PSF • • • • • * * Cf - �"""`"� • • • • • ;% AD16-29 • • • • •• • • •• • • 'y ,�' FLOP • • • • • • • • • • �i F • • • • • • • • • �//gyp sl,OPIP�N` LK2 Oct29th 2018 59 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 15 JAMB W/ LOCK STILE UNREINF. 3/1 G"X4" ALUM OR STEEL BAR AVE. PANEL WIDTH = FRAME WIDTH 15 A OF PANELS JAMB W/ LOCK STILE REINF. • • • • • • • • • • • • • • • • • • • • • NOTE: STILE SHOWN FORa • • • i • •. i 0 i • i • • LAMINATED GLA55 OPTION ONLY. • • • ' ' • • • • CHART COVERS BOTH INSULATED LAMINATED AND LAMINATED GLA55 OPTIONS. • • • • • • • • • • • • • • • • • • • • .. . . . . • • • • •• • • •• • • 5 JAMB W/ FIX STILE UNREINF. _3/1 G"X4" ALUM. OK STEEL BAR a�s 1� 1 JAMB W/ FIX STILE REINF. ��,. • WA �� REi^ '3 4t. 0, �� LL CLAN. 28677 * * OF i° �i R dam,, to log I Oct 29th 2018 ym U (o _Z 1pV N F 7N Z F L' 7 t W OZ Z o W ]� cU N c m5 U i • W o u � N �n z o N N o C7 N th w Z $ to m m O a LL Z_ 3 rz a_ § Z. 17 0 U)0 F g =� y 1 eit�I°A'�NNG NO AD16-29 17 OF 59 2 TRACK FREE STANDING JAMB CAPACITY -PSF SGD PANEL SIZES JAMB W/O REINF. IAMB wi ALUM REINF JAMB W/ STEEL REINF. AVE.PANEL WIDTFI DOOR t1EIGFIT PSF PSF r5F PSF PSF PSF (IN) (IN) + - + - + - 36 42 48 54 84 60 66 72 85.0 102.0 85.0 102.0 85.0 102.0 85.0 100.0 85.0 102.0 85.0 102.0 85.0 90.0 85.0 102.0 85.0 102.0 83.0 83.0 85.0 102.0 85.0 102.0 77.0 77.0 85.0 102.0 85.0 102.0 73.0 73.0 85.0 97.0 85.0 102.0 71.0 71.0 85.0 93.0 85.0 102.0 36 42 as 54 90 60 66 72 85.0 98.0 85.0 102.0 85.0 102.0 85.0 86.0 85.0 102.0 85.0 102.0 77.0 77.o as.o I o2.0 8s.o I oz.o 71.0 71.0 85.0 93.0 85.0 102.0 66.0 66.0 85.0 86.0 85.0 102.0 62.0 62.0 82.0 82.0 85.0 102.0 59.0 59.0 78.0 78.0 85.0 102.0 36 42 48 54 96 60 66 72 85.0 86.0 85.0 102.0 85.0 IO2.0 75.0 75.0 85.0 99.0 85.0 102.0 67.0 67.0 85.0 88.0 85.0 102.0 61.0 61.0 80.0 80.0 85.0 102.0 56.0 56.0 74.0 74.0 85.0 102.0 53.0 53.0 70.0 70.0 85.0 101 ,O 50.0 50.0 66.0 66.0 85.0 96.0 36 42 48 54 102 60 66 72 76.0 76.0 85.0 100.0 85.0 102.0 66.0 66.0 85.0 87.0 85.0 102.0 59.0 59.0 77.0 77.0 85.0 102.0 53.0 53.0 70.0 70.0 85.0 102.0 49.0 49.0 65.0 65.0 85.0 94.0 46.0 46.0 61.0 61.0 85.0 88.0 43.0 43.0 57.0 57.0 83.0 83.0 36 42 48 54 108 CO 66 72 67.0 67.0 85.0 89.0 85.0 102.0 58.0 58.0 77.0 77.0 85.0 102.0 52.0 52.0 68.0 68.0 85.0 99.0 47.0 47.0 62.0 62.0 85.0 90.0 43.0 43.0 57.0 57.0 83.0 83.0 40.0 40.0 53.0 53.0 77.0 77.0 38.0 38.0 50.0 50.0 73.0 73.0 36 42 48 54 114 60 66 72 60.0 60.0 79.0 79.0 85.0 102.0 52.0 52.0 69.0 69.0 85.0 100.0 46.0 46.0 61.0 61.0 85.0 88.0 42.0 42.0 55.0 55.0 80.0 80.0 38.0 38.0 51.0 5 i .O 73.0 73.0 36.0 36.0 47.0 47.0 68.0 68.0 33.0 33.0 44.0 44.0 64.0 64.0 2 TRACK FREE STANDING JAMB CAPACITY -PSF SGD PANEL SIZES FIXED STILE W/O REINF, FIXED STILE W/ ALUM REMF. FIXED STILE W/ STEEL REINF. AVE. PANEL WIDTFI DOOR t1EIGtiT PSF PSF PSF PSF PSF PSF (IN) + - + - 36 120 54.0 54.0 71.0 71.0 85.0 102.0 42 47.0 47.0 62.0 62.0 85.0 89.0 48 42.0 42.0 55.0 55.0 79.0 79.0 54 37.0 37.0 49.0 49.0 72.0 72.0 60 34.0 34.0 45.0 45.0 66.0 66.0 66 32.0 32.0 42.0 42.0 61.0 61.0 72 30.0 30.0 39.0 39.0 57.0 57.0 36 126 49.0 49.0 64.0 64.0 85.0 93.0 42 42.0 42.0 56.0 56.0 81.0 81.0 48 37.0 37.0 49.0 49.0 72.0 72.0 54 34.0 34.0 44.0 44.0 64.0 64.0 60 31.0 31.0 41.0 41.0 59.0 59.0 66 - - 38.0 38.0 55.0 55.0 36 132 44,0 44.0 59.0 59.0 85.0 85.0 42 38.0 38.0 51.0 51.0 73.0 73.0 48 34.0 34.0 45.0 45.0 65.0 65.0 54 31.0 31.0 40.0 40.0 58.0 58.0 60 - - 37.0 37.0 53.0 53.0 36 138 41.0 41.0 53.0 53.0 77.0 77.0 42 35.0 35.0 46.0 46.0 67.0 67.0 48 31.0 31.0 41.0 41.0 59.0 59.0 54 - - 37.0 37.0 53.0 53.0 60 - - 33.0 33.0 48.0 48.0 36 144 37.0 37.0 49.0 49.0 71.0 71.0 42 32.0 32.0 42.0 42.0 61.0 61.0 48 - - 37.0 37.0 54.0 54,0 54 - - 33.0 33.0 49.0 49.0 60 - - 31.0 31.0 44.0 44.0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/16"X6 I/8" -�"- 3/16"X6 I/8" ALUM. BAR ALUM. BAR 5 5 JAMB W/ LOCK STILE JAMB W/ FIX STILE REINF. REINF: NOTE: STILE SHOWN FOR LAMINATED GLASS OPTION ONLY. CHART COVERS BOTH INSULATED LAMINATED AND LAMINATED GLASS OPTIONS. AVE. PANEL WIDTH = FRAME WIDTH # OF PANELS •• ••• • • • • • •• •• ••• !• • • • •• .•Q•q�i R�,i�� LL 3 • 28877 • Of ?ie • • • • • • s • • �•0' S ��. 'pis filla%, Oct 29th 2018 U c� Z Pr NN i� Z_ F aw 7 t W o Z 0 0 Z Z e W w CU 0 %� c o m U j < y g W°b � e y y °d atl J_ a Z ) o vUi y w U g U) m 3 m p a Z Z g n co g w 54 s AD16-29 18 OF 59 3 TRACK F.STANDING JAMB CAPACITY -PSF SGD PANEL SIZES .JAMB W/ ALUM REINF. AVE. PANEL WIDTH DOOR NEIGtiT PSF PSF (IN) (IN) + - 36 84 85.0 102.0 42 85.0 102.0 48 85.0 102.0 54 85.0 102.0 60 85.0 102.0 66 85.0 102.0 72 85.0 102.0 36 90 85.0 102.0 42 85.0 102.0 48 85.0 102.0 54 85.0 102.0 60 85.0 102.0 66 85.0 102.0 72 85.0 102.0 36 96 85.0 102.0 42 85.0 102.0 48 85.0 102.0 54 85.0 102.0 60 85.0 102.0 66 85.0 102.0 72 85.0 102.0 36 102 85.0 102.0 42 85.0 102.0 48 85.0 102.0 54 85.0 102.0 60 85.0 102.0 66 85.0 102.0 72 85.0 102.0 36 108 85.0 102.0 42 85.0 102.0 48 85.0 102.0 54 85.0 102.0 60 85.0 102.0 66 85.0 102.0 72 85.0 102.0 36 85.0 102.0 42 85.0 I Oz.O 48 85.0 102.0 3 TRACK DESIGN LOAD JAMB CAPACITY -PSF SGD PANEL SIZES JAMB W/ ALUM REINF. PANEL WIDTH DOOR F1EIGtiT PSF PSF (IN) (IN) + - 36 120 85.0 102.0 42 85.0 102.0 48 85.0 102.0 54 85.0 102.0 GO 85.0 102.0 66 85.0 102.0 72 85.0 102.0 36 126 85.0 102.0 42 85.0 102.0 48 85.0 102.0 54 85.0 i 02.0 60 85.0 102.0 66 85.0 102.0 36 132 85.0 102.0 42 85.0 102.0 48 85.0 102.0 54 85.0 102.0 60 85.0 102.0 36 138 85.0 102.0 42 85.0 102.0 48 85.0 102.0 54 85.0 102.0 60 85.0 98.0 36 144 85.0 102.0 az as.o loz.o 48 85.0 IOz.O 54 85.0 99.0 60 85.0 90.0 ••• • • • • ••• • • • • • • :06 • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• • • TYPICAL ANCHOR 2 TRACK 5GD JAMB ANCHOR TYPES: TYPE "AI ": 1/4" DIA KWIKCON (Fu= 137 K51, Fy= 138 K51) I12" MIN. EMBED INTO WOOD OR THRU WOOD WITH 13/4" MIN. EMBED INTO fc'=3 K51 MIN. CONCRETE 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C. 1/4" DIA. KWIKCON (Fu= 137 K51, Fy- 136 K50 I/2" MIN EMBED INTO WOOD ORTHRU WOOD WITH t" MIN. EMBED INTO C90 CONCRETE BLOCK 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C. TYPE "B 1 ": 114" DIA. ULTRACON (Fu= 177 K51 Fy= 155 K50 TYPICAL ANCHOR :ED 3 TRACK 5GD TYPICAL ANCHOR 4 TRACK 5G1) JAMB ANCHOR CHART 2 TRACK, 3 TRACK, 4 TRACK OR 5 TRACK JAMB ANCHOR TYPE SUBSTRATE MAX. 5HIM ANCHOR SPACING Al CONC. 1 /4" 18.1 Al WOOD/CONC. 3/8" 1 2" A[ WOOD/C90 BLOCK 3/8" 1 2" B I CONC. 3/8" 1 8" B I WOOD/GONG. 3/5" 1 2" C I METAL 1 /4" 1 8" C I METAL 3/8" 1 2" D I METAL 3/8" 1 8" 1/2" MIN. EMBED INTO WOOD ORTHRU WOOD WITH 1 3/4" MIN. EMBED INTO fc'=3 KSI MIN. CONCRETE • • • • • • 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C. • • • • • • • • • • • • • • • • ire TYPE "D 1 ": 114" DIA. TEK5/DRIL-FLEX SCREW GRADE 5 (Fu= 120 KSI, Fy=92 K50 • • • • • • • • INTO METAL STRUCTURE • • • • • • • • • ALUMINUM: 1/8"THK MIN. (9OG3-T5 MIN.) z z 5/8' a STEEL: I/8" THK. MIN. (Fy=3GKSI, MIN.) < (L a • • •y • • N • TYPE "E 1 ": 5/ 1 G" TEK5/DRIL-FLEX SCREW (Fu= 120 KSI, Fy=92 KSQ N • i • • • • • t 0 INTO METAL STRUCTURE • • • • • • ALUMINUM: 1/8"THK. MIN. (GOG3-T5 MIN.) • • • • • •• • • •• • • STEEL: 115" THK. MIN. (Fy=3GK.5I, MIN.) • s • • • • • • 2 TRACK 5GD 3 TRACK 5GD 4 TRACK 5GD STEEL IN CONTACT WITH ALUM. TO BE PAINTED. ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 5 TRACK SGD TYPICAL ANCHOR 5 TRACK 5GD z 8 cn Vi m $ x co O a LL Q LL s� Z zzg� w du w AD16-291 J3 19 OF 59 L 0 N X / � r w w 0 0 0 JAMB ANCHOR TYPES: TYPE "152": 1/4" DIA. ULTRACON (Fu= 177 K51, Fy= 155 KSI) 3/4" MIN. EMBED INTO fc'=3 K51 MIN. CONCRETE 5/IG" MIN. EDGE DISTANCE TYPE "D2": I/4" DIA. TEKS-SELF DRILLING SCREW (Fu= 120 K51,FY=92 KSp INTO METAL STRUCTURE ALUMINUM: 1/8"THK. MIN. (0003-T5 MIN.) STEEL: 1/5"THK. MIN. (Fy=30KSI, MIN.) TYPE "D2A": 1/4" DIA. SMS (Fu=74 K51, Fy=57 K51) 1/2" MIN. EMBED INTO WOOD STRUCTURE (SG=0.55 MIN.) " MIN. EDGE DISTANCE TYPICAL ANCHOR SINGLE ROW @ 1 2" O.C. 2' •• ••s • r • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• • • • • •• • • • • • • ••• • • • • ••• • • ••• • • • ••• • • TYPICAII ANCHOR SINGLE ROW @ 1 2" O.C. J_ 8 za N ui m J Q Q U UN�LL Z Z 3 5 <n w o W _ N R d o C9 [/) w AD16— 29 A 20 OF 59 A4 OR AA4 - A CLUSTER OF (4) TYPE "A" OR "AA" ANCHORS AT HEAD AG OR AA6- A CLUSTER OF (6) TYPE "A" OR "AA" ANCHORS AT HEAD A8 OR AA8- A CLUSTER OF (8) TYPE "A" OR "AA" ANCHORS AT HEAD A 10 OR AA 10 - A CLUSTER OF (1 O) TYPE "A" OR "AA" ANCHORS AT HEAD B4 - A CLUSTER OF (4) TYPE "B" ANCHORS AT HEAD 86 - A CLU5TER4oF•(s:ITE-B"•FQILCHUT {jl"EAD 88 - A CLUSTtR OF (,5,TYPE:'B"•ANChbPb AT HEAD ��,,, - • •• • • • • ••• • �� WA i� FOR ANCHOR TYPES 4 LAYOUT, SEE SHEET AG A7 ��,�� 0ky ��-1. 3 �"LW 2M •• ••• • ••• • • pG .w5 • . • • . y os t r2�: ••• :• ••: ••• ••• ••• ONp�.••`� Oct 2m 2018 r� V o6 Z �6 NN N oob ZC] N Z F dfr j < W 0 Z_ u N U' 1 qm tV N V ti �° U yy g r� U 5m s ' MEAD ae d .n c¢J7 U z N o w U � Fo vi m 8 m w m O a Z_ 3 ¢_ 2i Z 2 f� m p g w _ ...yo.,. w AD16-29 Al 21 OF 59 ANCHOR CAPACITY -PSF SGD PANEL SIZES ANCHOR TYPE "A" OR "AA" ANCttOR TYPE "B" AVE. PANEL WIDTH DOOR HEIGHT A4 AA4 A6 AA6 A8 AA8 A10 AA I O B4 B6 B8 36 84 132.4 i 50.0 150.0 150.0 150.0 150.0 150.0 4 2 118.9 150.0 150.0 150.0 150.0 150.0 150.0 48 109.2 150.0 i 50.0 150.0 140.0 150.0 150.0 54 102.2 I50.0 150.0 I50.0 131.0 I50.0 I50.0 60 97.1 145.E 150.0 I50.0 124.4 I50.0 I50.0 66 93.4 i40.1 I50.0 I50,0 119.8 I50.0 I50.0 72 91.0 136.5 I50.0 I50.0 116.7 I50.0 150.0 36 90 )21.3 150.0 150.0 150.0 150.0 150.0 150.0 42 108.5 150.0 I SO.O 150.0 1 39. I 150.0 I SO.O 48 99.3 148.9 I50.0 I50.0 127.3 150.0 I50.0 54 92.4 138.7 I50.0 150.0 I I8.5 I50.0 I50.0 60 87.4 131.0 150.0 I50.0 112.0 I50.0 I50.0 66 93.6 125.4 150.0 I50.0 107.2 I50.0 I50.0 72 80.9 121.3 I50.0 I50.0 103.7 I50.0 I50.0 36 96 112.0 150.0 150.0 150.0 143.G 150.0 150.0 42 99.8 149.8 150.0 I50.0 128.0 I50.0 I50.0 48 91.0 136.5 I50.0 I50.0 116.7 I50.0 I50.0 54 84.4 126.E I50.0 I50.0 108.2 I50.0 150.0 60 79.4 119.1 I50.0 I50.0 101.8 I50.0 I50.0 66 75.6 113.5 I50.0 150.0 97.0 145.5 I50.0 72 82.8 109.2 145.E I50.0 93.3 140.0 I50.0 36 102 104.0 150.0 150.0 150.0 133.3 150.0 150.0 42 92.4 138.7 150.0 150.0 118.5 I50.0 I50.0 48 84.0 126.0 I50.0 I50.0 107.7 I50.0 I50.0 54 77.7 116.5 I50.0 I50.0 99.6 149.3 I50.0 60 72.8 109.2 145.E I50,0 93.3 140.0 150.0 66 69.1 103.E 138.1 I50.0 88.5 132.8 150.0 72 66.2 99.3 132.4 I50.0 84.8 127.3 I50.0 36 108 97.1 145.E I50.0 I50.0 124.4 150.0 150.0 42 86.1 129.1 I50.0 I50.0 I10.3 150.0 I50.0 48 78.0 I17.0 150.0 150.0 100.0 150.0 I50.0 54 71.9 107.9 143.8 150.0 92.2 138.3 I50.0 60 67.2 100.8 134.4 I50.0 86.2 129.2 I50.0 66 63.5 95.3 127.1 I50.0 81.5 122.2 I50.0 72 60.7 91.0 121.3 I50.0 77.8 116.7 150.0 36 i 14 91.0 136.5 I50.0 I50.0 116.7 I50.0 I50.0 42 80.5 120.8 I50.0 I50.0 103.2 I50.0 150.0 48 72.8 109.2 145.E I50.0 93.3 140.0 I50.0 54 66.9 100.4 133.9 I50.0 85.8 128.7 150.0 60 62.4 93.6 124.8 I50.0 80 120.0 150.0 66 58.8 88.2 117.7 147.I 75.4 113.1 150.0 72 56.0112.0 112.0 71.8 107.7 143.E HEAD ANCHOR CAPACITY -PSF SGD PANEL SIZES ANCHOR TYPE "A" OR "AA" ANCHOR TYPE "B" AVE. PANEL WIDTH DOOR tiEIGY1T A4 AA4 A6 AA6 A8 AA8 A10 AA I O g4 B6 B8 36 120 85.6 128.5 I50.0 150.0 109.8 I50.0 I50.0 42 75.6 113.5 I50.0 150.0 97.0 145.5 I50.0 48 68.3 102.4 136.5 150.0 87.5 131.3 I50.0 54 62.6 93.9 125.2 I50.0 80.3 120.4 I50.0 60 58.2 87.4 116.5 145.E 74.7 112.0 149.3 66 54.8 82.2 109.5 136.9 70.2 105.3 140.4 72 52.0 78.0 104.0 130.0 66.7 100.0 133.3 36 126 80.9 121.3 I50.0 I50.0 103.7 I50.0 I50.0 42 71.3 107.0 142.E I50.0 91.4 137.1 I50.0 48 64.2 96.4 128.5 150.0 82.4 123.5 I50.0 54 58.8 88.2 117.7 147.1 75.4 113.1 I50.0 60 54.6 81.9 109.2 136.5 70.0 105.0 140.0 66 S L2 76.9 IO2.5 1 28. 1 65.7 98.5 131 .4 36 132 76.6 114.9 I50.0 I50.0 98.2 147.4 150.0 42 67.5 101.2 134.9 I50.0 86.5 129.7 I50.0 48 60.7 91 ,O 12 I .3 150.0 77.8 116.7 150.0 54 55.5 83.2 110.9 138.7 71.1 106.7 142.2 60 51.4 77.1 102.8 I28.5 65.9 98.8 131.8 66 48.1 72.2 96.3 120.3 61.7 92.6 123.4 36 138 72.8 109.2 145.E 150.0 93.3 140.0 I50.0 42 64.0 96.0 128.0 150.0 82.1 123.1 I50.0 48 57.5 86.2 114.9 143.7 73.7 110.5 147.4 54 52.5 78.7 104.9 I31.2 67.3 100.9 134.5 60 48.5 72.8 97.1 121.3 62.2 93.3 124.4 36 144 69.3 104.0 138.7 I50.0 88.9 133.3 150.0 42 60.9 91.3 121.8 I50.0 78.0 117.1 I50.0 48 54.6 81.9 109.2 136.5 70.0 105.0 140.0 54 49.8 74.7 99.6 124.4 63.8 95.7 127.E 60 46.0 69.0 92.0 t 14.9 58.9 88.4 117.9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BB4 - A CLUSTER OF (4) ANCHORS TYPE "BB" AT INTERLOCK/A5TRAGAL BBG - A CLUSTER OF (G) ANCHORS TYPE "BB" AT INTERLOCK/A5TRAGAL BB8 - A CLUSTER OF (8) ANCHORS TYPE "BB" AT INTERLOCK/ASTRAGAL BB 10 - A CLUSTER OF (1 O) ANCHORS TYPE "BB" AT INTERLOCK/A5TRAGAL FOR ANCHOR TYPES � LAYOUT, SEE SHEET A7 •• ••• •• • • • •• y:� ,-i ��LL 3 '�AN+? • • • • • • • • • 3 lONP� �•� Oct 29th 2018 n� U 8� •m Z H� N o00 FZZ CJ N Z F d6 J S w i g 'L U 2 w N U y U % a • w V e 1; ' _ U io o tom ` 5 � Q c� o N - U O Z 23a� Z 2t zi (D $ o W N R w � r N y w AD16-29 A2 22 OF 59 HEAD ANCHOR CAPACITY -PSF SGD PANEL SIZES ANCF10R T1PE "BB" AVE. PANEL WIDTH DOOR HEIGHT BB4 886 B88 BRIO 36 96 97.2 145.8 150.0 I50.0 42 86.7 130.0 150.0 I50.0 48 79.0 118.5 150.0 150.0 54 73.3 109.9 146.E 150.0 60 68.9 103.4 137.9 I50.0 66 65.7 98.5 131.3 I50.0 72 63.2 94.8 126.4 I50.0 36 102 90.3 135.4 I50.0 150.0 42 80.3 120.4 I50.0 I50.0 48 72.9 109.4 145.8 I50.0 54 67.4 101.1 134.8 150.0 60 63.2 94.8 126.4 I50.0 66 60.0 89.9 119.9 149.9 72 57.5 86.2 114.9 143.E 36 108 84.3 126.4 I50.0 150.0 42 74.7 112. I 149.4 150.0 48 67.7 I O I .6 135.4 150.0 54 62.4 93.6 124.8 I50.0 60 58.3 87,5 116.7 145.8 66 55.2 82.7 110.3 t 37.9 72 52.7 79.0 105.3 131.7 36 1 1 4 79.0 118.5 150.0 150.0 42 69.9 104.8 139.8 150.0 48 63.2 94.8 126.4 I50.0 54 58. I 87.2 I 16.2 145.3 60 54.2 81.3 108.3 135.4 66 5 1 . 1 76.6 102. I 127.7 72 48.6 72.9 97.2 121.5 36 - 120 74.4 III .5 148.7 1 50.0 42 65.7 98.5 131.3 I50.0 48 59.3 88.9 118.5 148.1 54 54.4 81.5 108J 135.9 60 50.6 75.8 101.1 126.4 66 47.5 7I.3 95.1 118.9 72 45.1 67.7 90.3 112.9 36 132 66.5 99.8 133.1 I50.0 42 58.6 87.8 117.1 146.4 48 52.7 79.0 105.3 131.7 54 48.2 72.2 96.3 120.4 60 44.6 66.9 89.2 I I I.5 66 41.8 62.7 83.6 104.5 HEAD ANCHOR CAPACITY -PSF SGD PANEL SIZES ANCYIOR TYPE "BB" AVE. PANEL WIDThi DOOR FIEIGFiT. g84 BB6 BB8 BBIO 36 138 63.2 94.8 126.4 150.0 42 55.6 83.3 I I I.I 138.9 48 49.9 74.8 99.8 124.7 54 45.5 68.3 9 1, 1 11 3.9 60 42.1 63.2 84.3 105.3 36 144 60.2 90.3 120.4 I50.0 42 52.9 79.3 105.7 132.1 48 47.4 71.1 94.8 118.5 54 43.2 64.8 86.4 I08.0 60 39.9 59.9 79.8 99.8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �5! HEAD Z n C NN ,�! Z _Z F 4:G: D f<j W 0 Xj x� 3 w 2 0 V' z Z a 9i w0� Q m 5 m �r CC4 - A CLUSTER OF (4) ANCHORS TYPE "CC" AT INTERLOCK/ASTRAGAL CCG - A CLUSTER OF (G) ANCHORS TYPE "CC" AT INTERLOCK/A5TRAGAL CC8 - A CLUSTER OF (8) ANCHORS TYPE "CC" AT INTERLOCK/A5TRAGAL CC I O - A CLUSTER OF (1 O) ANCHORS TYPE "CC" AT INTERLOCK/A5TRAGAL Cn w FOR ANCHOR TYPE5 t. LAYOUT, SEE SHEET A7 2 8 U G z, g to m V O �LL Z ZZ z 5 9 i N o Np LLI N 0 (J rn JJ W � w 8 •• ••• • • • • • ••a • • • • • • • • • • • • • a • • • • • • �, W AJANvi rrrr •• ••• •• • • • •a Q } RE. RE ��LL 3 • h"AN. 286 • • • • • • • • • * * ••• i• • •sue ••• • ••• ••• ,,'rrrrAiFSB�ONP��?O� $ s� ,a, ��p�"G� A3 23 OF 59 Oct 29th 2018 ANCHOR CAPACITY -PSF SGD PANEL SIZES ANCYIORTWE "CC" AVE. PANEL WIDTH DOOR HEIGHT CC4 CC6 CC8 CCIO 36 96 109.9 150.0 150.0 150.0 42 98.0 147.0 I50.0 I50.0 48 89.3 I34.0 I50.0 I50.0 54 82.9 124.3 I50.0 I50.0 60 78.0 I i 6.9 150.0 150.0 66 74.3 III .4 148.5 150.0 72 71.5 107.2 142.9 150.0 36 102 102.1 150.0 150.0 150.0 42 90.8 136.1 I50.0 I50.0 48 82.5 123.7 I50.0 I50.0 54 76.2 114.3 150.0 I50.0 60 71.5 107.2 142.9 I50.0 66 67.8 101.7 i 35.6 149.9 72 65.0 97.5 I29.9 I43.6 36 108 95.3 142.9 150.0 I50.0 42 84.5 126.7 150.0 I50.0 48 76.6 114.9 150.0 150.0 54 70.6 105.9 141.2 I50.0 60 66.0 99.0 131.9 I50.0 66 62.4 93.6 124.7 150.0 72 59.6 89.3 119.1 148.9 36 114 89.3 134.0 I50.0 150.0 42 79.0 118.E 150.0 I50.0 48 71.5 107.2 142.9 I50.0 54 65.7 98.6 131.4 I50.0 60 61.3 91.9 122.5 I50.0 66 7.8 [f5 86.6 I I5.5 144.4 72 5.0 82.5 109.9 137.4 36 120 84.1 126.1 I50.0 I50.0 42 74.3 111.4 148.5 I50.0 48 67.0 100.5 134.0 150.0 54 61.5 92.2 123.0 I50.0 60 57.2 85.8 t 14.3 142.9 66 53.8 80.7 107.5 134.4 72 51.0 76.6 102.1 127.E 36 132 75.2 112.8 150.0 150.0 42 66.2 99.3 132.4 I50.0 48 59.6 89.3 119.1 148.9 54 54.5 81.7 108.9 136.1 60 50.4 75.7 100.9 126.1 66 47.3 70.9 94.5 I i 8. 1 HEAD ANCHOR CAPACITY -PSF SGD PANEL SIZES ANCHOR TYPE "CC" AVE. PANEL WIDTH DOOR FIEIGFiT CC4 CC6 CC8 CCIO 36 138 71.5 107.2 142.9 I50.0 42 62.8 94.2 125.7 I50.0 48 56.4 84.6 112.8 141.1 54 51.5 77.3 103.0 128.8 60 47.6 71.5 95.3 119.1 36 144 68. I 102.1 136. I 1 50.0 42 59.8 89.6 119.5 149.4 48 53.6 80.4 107.2 134.0 54 48.9 73.3 97.7 122.2 60 45.1 67.7 90.3 112.8 • • • • • • • • • • C4 - A CLUSTER OF (4) TYPE "C" ANCHORS AT HEAD CG - A CLUSTER OF (G) TYPE "C" ANCHORS AT HEAD D4 - A CLUSTER OF (4) TYPE "D" ANCHORS AT HEAD DG - A CLUSTER OF (G) TYPE "D" ANCHORS AT HEAD D8 - A CLUSTER OF (8) TYPE "D" ANCHORS AT HEAD E4 - A CLUSTfR.OF•(4f TWEE L� �At�Ct1pR•S•Qf HEAD E6 - A CLUSTER OF�(GJ �iPEiE"•4NCHORS AT HEAD FOR ANCHOR TYPES LAYOUT, SEE SHEET A6 �� LL jAffPA °'v�` SCV2.il� 0. • • • • • • • �FS3fj i", �.•` Oct 29th 2018 V Z nn NN 0. Z Z F d v 7 W z z 0 � Z W N U m� U j ®®< • w N ' y d 8 J CI z N R N w U zQ g N m xV O Q LL Q O w z 3 a Z W w ,oamowwnczro.uiz A4 9..no. 24 OF 59 HEAD ANCHOR CAPACITY -PSF SGD PANEL SIZES ANCHOR TYPE "C" ANCHOR TYPE "D" ANCHOR TYPE "E" AVE. PANEL WIDTH DOOR HEIGHT C4 C6 D4 D6 D8 E4 E6 36 84 150.0 150.0 1 14.9 150.0 1 50.0 150.0 150.0 150.0 103.2 150.0 150.0 1 50.0 48 150.0 150.0 94.8 142.2 I50.0 150.0 R150.042 54 I50.0 150.0 88.7 133.1 I50.0 150.0 60 150.0 I50.0 84.3 126.4 I50.0 I50.0 66 I50.0 I50.0 81.1 12I.7 150.0 I50.0 I50.0 72 150.0 150.0 79.0 118.5 150.0 146.7 150.0 36 90 150.0 150.0 105.3 150.0 150.0 150.0 150.0 42 150.0 150.0 94.2 141.3 150.0 I50.0 150.0 48 150.0 150.0 86.2 129.3 150.0 150,0 150.0 54 150.0 150.0 80.3 120.4 150.0 149.0 150.0 60 150.0 150.0 75.8 113.8 150.0 140.8 150.0 66 142.2 I50.0 72.6 108.9 145.1 134.7 150.0 72 139.6 I50.0 70.2 105.3 140.4 130.4 150.0 36 96 150.0 150.0 97.2 145.8 150.0 150.0 150.0 42 150.0 I50.0 86.7 130.0 150.0 I50.0 150.0 48 150.0 150.0 79.0 118.5 I50.0 146.7 150.0 54 145.E 150.0 73.3 109.9 146.E 136.0 150.0 60 137.0 150.0 68.9 103.4 137.9 128.0 150.0 66 130.5 I50.0 65.7 98.5 131.3 121.9 150.0 72 125.6 150.0 63.2 94.8 126.4 117.3 150.0 36 102 I50.0 150.0 90.3 135.4 150.0 150.0 150.0 42 150.0 150.0 80.3 120.4 150.0 149.0 I50.0 48 144.9 150.0 72.9 109.4 145.8 135.4 I50.0 54 134.0 150.0 67.4 1 01 .1 134.8 t 25.2 150.0 60 125.6 150.0 63.2 94.8 126.4 117.3 150.0 66 I t 9.1 150.0 60.0 89.9 119.9 III .3 150.0 72 114.2 150.0 57.5 86.2 114.9 106.7 150,0 36 108 150.0 150.0 84.3 126.4 150 150.0 150.0 42 148.5 150.0 74.7 1 12. 1 149.4 138.7 150.0 48 134.6 150.0 67.7 101.E 135.4 125.7 150.0 54 124.0 150.0 62.4 93.6 124.8 115.9 150.0 60 115.9 150.0 58.3 87.5 116.7 108.3 150.0 66 109.6 150.0 55.2 82.7 t 10.3 102.4 150.0 72 104.7 150.0 52.7 79.0 105.3 97.8 146.7 36 114 150.0 150.0 79.0 118.5 150,0 146.7 150.0 42 I38.9 150.0 69.9 104.8 139.8 129.8 150.0 48 125.6 150.0 63.2 94.8 126.4 117.3 150.0 54 115.5 150.0 58.1 87.2 116.2 107.9 150.0 60 107.7 150.0 54.2 91.3 100.E 100.6 150.0 66 101.5 150.0 51.5 76.6 94.8 94.8 142.2 72 96.6 144.9 48.6 72.9 90.3 90.3 135.4 HEAD ANCHOR CAPACITY -PSF SGD PANEL SIZES ANCHOR T1PE "C" ANCHOR TYPE "D" ANCHOR TYPE AVE. PANEL WIDTIi DOOR HEIGHT C4 C6 D4 D6 D8 E4 E6 36 120 147.8 150.0 74.4 I I I.5 148.7 138.0 I50.0 42 130.5 150.0 65.7 98.5 131.3 121.9 150.0 48 117.8 I50.0 59.3 88.9 118.5 110.0 I50.0 54 108.0 I50.0 54.4 81.5 108.7 100,9 I50,0 60 100.5 I50.0 50.6 75.8 101.1 93.9 149.3 66 94.5 141.7 47.5 71.3 95.1 88.3 140.4 72 89.7 134.E 45.1 67.7 90.3 93.8 133.3 36 126 139.6 I50.0 70.2 105.3 140.4 130.4 I50.0 42 I23.0 I50.0 61.9 92.9 I23.8 I I4.9 I50.0 48 110.8 ! 50.0 55.8 83.6 I I 1 .5 103.5 150.0 54 101.5 I50.0 51.1 76.6 102.1 94,8 142,2 60 94.2 141.3 47.4 71.1 94.8 88.0 132.0 66 88.4 132.E 44.5 66.7 89.0 82.6 123.9 36 132 132.2 I50.0 66.5 99.8 133.1 123.5 I50.0 42 116.4 150.0 58.6 87.8 117.1 108.7 150.0 48 104.7 150.0 52.7 79.0 105.3 97.8 146.7 54 95.7 143.5 48.2 72.2 96.3 89.4 134.1 60 88.7 133.0 44.6 66.9 89.2 82.8 124.2 66 83.0 124.E 41.8 62.7 83.6 77.6 116.4 36 138 125.6 I50.0 63.2 94.8 126.4 117.3 I50.0 42 I t 0.4 150.0 55.6 83.3 III . I 103.2 150.0 48 99.2 147.8 49.9 74.8 99.8 92.6 138.9 54 90.5 135.8 45.5 68.3 91.1 84.6 126.8 60 83.7 125.E 42.1 63.2 84.3 78.2 117.3 36 144 119.6 I50.0 60.2 90.3 120.4 111.7 'I 50.0 42 105.0 I50.0 52.9 79.3 105.7 98.1 147.2 48 94.2 141.3 47.4 71.1 94.8 88.0 132.0 54 85.9 128.8 43.2 64.8 86.4 80.2 120.3 60 79.3 I19.0 39.9 59.9 79.8 74.1 111.2 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SILL ANCHOR CAPACITY - P5F 5GD PANEL 51ZE5 ANCHOR TYPE "A" / "B" AVE. PANEL WIDTH DOOR HEIGHT A4 / 54 A6 / 86 A8 / 58 3G 84 150.0 150.0 150.0 42 149.5 150.0 150.0 48 1 37.6 150.0 150.0 54 128.7 150.0 150.0 GO 122.3 150,0 150.0 66 1 17.7 150.0 150.0 72 I 44.7 150.0 150.0 3G 90 150.0 150.0 150.0 42 13G.7 150.0 150.0 48 1 25. 1 150.0 150.0 54 1 I G.5 150.0 150.0 GO 110. 1 150.0 150.0 6G 1 05.3 150.0 150.0 72 101 .9 150.0 150.0 3G 9G )50.0 150.0 150.0 42 1 34.2 150.0 150.0 48 1 22.3 150.0 150.0 54 113.5 150.0 150.0 60 106.8 150.0 150.0 GG 101.7 150.0 150.0 72 97.9 146.8 150.0 3G 102 139.8 150.0 150.0 42 124.3 150.0 150.0 48 1 12.9 150.0 150.0 54 104.4 150.0 150.0 60 97.9 1 46.8 150.0 GG 92.8 139.3 150.0 72 89.0 133.5 150.0 36 108 130.5 150.0 150.0 42 1 15.7 150.0 150.0 48 104.9 150.0 150.0 54 96.7 145.0 150.0 60 90.3 135.5 150.0 GG 85.4 128. 1 150.0 72 81.6 122.3 150.0 3G 114 122.3 150.0 150.0 42 108.2 150.0 150.0 48 97.9 14G.8 I50.0 54 90.0 135.0 I50.0 GO 83.9 125.8 150.0 G6 79.I I IB.G I50.0 72 75.3 112.9 50.0 51LL ANCHOR CAPACITY - P5F EGO PANEL 51ZE5 ANCHOR TYPE "A" / "B" AVE. PANEL WIDTH DOOR HEIGHT A4 / B4 AG / BG A8 / 88 (IN) (IN) +/- +/- +/- 36 120 1 1 5. 1 150.0 150.0 42 101.7 150.0 150.0 48 91.8 137.G 150.0 54 54.2 126.3 150.0 GO 75.3 1 17.4 150.0 66 73.6 110.4 147.3 72 G9.9 104.9 139.8 36 12G 108.7 150.0 150.0 42 95.9 143.5 150.0 48 8G.4 129.5 150.0 54 79.I 118.G 150.0 GO 73.4 1 10. 1 146.8 GG G8.9 103.3 137.8 GG G5.2 97.9 130.5 36 132 103.0 150,0 150.0 42 90.7 13G.0 150.0 48 81.6 122.3 150.0 54 74.G I I.8 149.I GO 69. 1 1 03.6 138.2 GG G4.7 07.1 129.4 36 1 38 97.9 1 46.8 150.0 42 86.0 1 29. I 1 50.0 48 77.3 1 15.9 150.0 54 70.5 105.8 141.1 60 G5.2 07.9 130.5 36 144 93.2 139.8 150.0 42 81.8 122.8 150.0 48 73.4 110.1 146.8 54 GG.9 100.4 133.8 GO G 1.8 92.7 123.E A4 - A CLUSTER OF (4) TYPE "A" ANCHORS AT 51LL A6 - A CLUSTER OF (G) TYPE "A" ANCHORS AT SILL A8 - A CLUSTER OF (8) TYPE "A" ANCHORS AT SILL B4 - A CLUSTER OF (4) TYPE "B" ANCHORS AT SILL BG - A CLUSTER OF (G) TYPE "B" ANCHORS AT SILL B8 - A CLUSTER OF (8) TYPE "B" ANCHOR 5RT SRe : ; • ; • • • • • • • 000 • FOR ANCHOR TYPE5 ,1� LAYOUT, SEE SHEET 7,6 • • • 0.0 • • • ••• •• • • •• •• ••• • ••• • • • • • • •• • • •• • • • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AD16- 291 A5 -,"o. 25 OF 59 2 3/4" 7 1/8" MIN. EDGE DIST. 3 1/4" MIN. EDGE DIST.I 3/1 G' TYPICAL ANCHOR MIN. EDGE D15T. TYnLALANCHOR TYPICAL ANCHOR 5TAGGEUD SEE ELEVATION FOR 5EE ELEVATION FOR 1 SPACING AT 3" MIN. O.C. SPACING �• - CONCRETE CONCRETE fc =35' 5 P51. MIN. R , w ° fd -351 S-m t '.FOR m • •• /16x ANCI-19R5 _ -. /16'ANCHO ;OF(C.RETE ,! • U C,ONCkETE w U CONCRETE w uw p = K51 MIN "COtdCREi�•.• Q pi; K91 NIN•�• Z Q Py -3 K51.101 NZ 7c 3 C91 MIN. d V • s-- 3" 3" 3" HEAD ANCHOR TYPE5: 5 TRACK SGD TYPE "A': 1/4" DIA. KWIKCON (Fu= 137 K51, Fy= 138 KSI) 13/4 MIN. EMBED INTO fc'=3 KSI MIN. CONCRETE 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C. TYPE "B' I/4" DIA. ULTRACON (Fu= 177 K51, Fy- 155 K51) 1 3/4" MIN EMBEO INTO fc'=3 K51 MIN. CONCRETE E 2 1/2" MIN. EDGE DISTANCE, 3' MIN. O.G. TYPE "C": 5/ 1 G" DIA. ULTRACON (Fu= 177 KSI, Fy= 155 K51) 13/4" MIN. EMBED INTO fc'=35 15 PSI MIN. CONCRETE 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C. FOR N FOR MIN. EDGE DIST. 3 1/4" 4 TRACK SGD 3' 3' 3" 4 TRACK 5GD CAL ANCHOR ELEVATION FOR 5PACING TYPICAL ANCHOR TYPICAL ANCHOR EE ELEVATION FOR 5PAGNG EC ELEVATION FOR 5 IN. EDGE DIST.I 3/ 1 G' N. tDGt DIS w xx �c w METAL STRUCTURE 4 METAL 5TPU RE N N 3 TRACK 5GD 2 TRACK 5GD 3' 3' 3" 3' 3' 3' N � 3 TRACK 5GD 2 TRACK 5GD •• ••• • • • • • •• TYPE "D': 1/4' DIA. TEKS/DRIL-FLEX SCREW GRADE 5 (Fu= 120 K51, Fy=02 KSI) • • • • • • • • • INTO METAL STRUCTURE • • • • • • • • • • •• • • • • ••• • ALUMINUM: I/8" THK. MIN. (GOG3-T5 MIN.) • • • • • • • • • STEEL: 1 /8" THK. MIN. (Fy=3GKSI, MIN.) • • • • • • • • • • • • A4 - A CLUSTER OF (4) TYPE "A" AN AT HEAD C4 - A CLUSTER OF (4) TYPE "C" ANCHORS AT HEAL TYPE "E": 5/1 G" TEK5/DRIL-FLEX SCREW (Fu= 120 K51, Fy=02 KSI) AG - A CLUSTER OF (G) TYPE "A" ANCHORS AT HEAD CG - A CLUSTER OF (G) TYPE "C" ANCHORS AT HEAL INTO METAL STRUCTURE A8 - A CLUSTER OF (8) TYRE '" ANCHORS Ai tifAD • TD4 "A �LU5TER OF (4) TYPE "D" ANCHORS AT HEAE ALUMINUM: I/8" THK. MIN. ( MIN.) A 10= A CLUSTER OF (!.% TYP�"A" AN�HCR5 AT HEAD DC ♦A CLUSTER OF (G) TYPE "D" ANCHORS AT HEAE STEEL: I/a° THK. MIN. (Fy=3GKSIKSI, MIN.) B4 - A CLUSTER OF (4)•T,YIOE "DO ANeHOP j Ai H�AC �:A:LUSTER OF (8) TYPE "D" ANCHORS AT HEAE STEEL IN CONTACT WITH ALUM. TO BE PAINTED. BG - A CLUSTER OF (G) I4PE 'E: ANCHORS AT BEAD • C4 - A•CLU5TEK OF (4) TYPE "E" ANCHORS AT HEAD B8 - A CLUSTER OF (8) TYPE "B" ANCHORS AT HEAD E6 - A CLUSTER OF (G) TYPE "E" ANCHORS AT HEAD ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • n� 0 Ra 'ai A Z NN S NO ,n d V F Z W 7 < 9 W p A Z 0 g >; m s Z z gm W N o > v 1.9 obi y NC U AD16— 29 I AB 26 OF 59 IN. EDG4MIN 7 I/8" TYPK:AL ANCHOR 5EE EIEVATION FOR SPACING I BT OR 2B`1#OODbucK P , 3Kx w Q dILE N 5 TRACK 5GD 3" 3" 3" 5 TRACK 5GD HEAD ANCHOR TYPES: TYPE "AA": 1/4" DIA. KWIKCON (Fu= 137 KSI, Fy= 138 KSI) 1 1/2" MIN. EMBED INTO 5G=0.55 MIN. WOOD STRUCTURE OR THRU I BY OR 2BY WOOD BUCK WITH 1 3/4" MIN. EMBED INTO fc'=3000 PSI CONCRETE 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C. TYPE "BB": 1/4" DIA. ULTRACON (Fu= 177 KSI, Fy= 155 K51) 1 1/2" MIN. EMBED INTO 5G=0.55 MIN. WOOD STRUCTURE OR THRU I BY OR 25Y WOOD BUCK WITH 1 3/4" MIN. EMBED INTO fc'=3000 PSI CONCRETE 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C. TYPE "CC": 5/ 1 9" DIA. ULTRACON (Fu= 177 KSI, Fy= 155 K51) 1 1/2" MIN. EMBED INTO SG=0.55 MIN, WOOD STRUCTURE OR THRU I BY OR 2BY WQOD BUCK WITH 1 3/4" MIN. EMBED INTO fc'=3000 PSI CONCRETE 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C. MIN. EDGE DIST. 3 1/4" MIN. EDGE DIST. 1 3/16" CCWCRETE" •, Pc Al ;-3C5 F51 yIIN. 5/16"ANk1�JR5' CONRY7E . �■■A+ • � TYPICAL PNCHOR SEE 1—P TION FOR SPACING �•IB'I Ok".2 BY wbooeucK •.�'.. _ I TYPICAL ANCHOR STAGGERED AT 3 MIN. O.C. � •• Q • - u,1 PET ..-■ V . =3. K91 1v11AI g, ■■ . w 4cON K4IENIN _U) TYPI CAL ANCHOR SEE ELIVATION FOR SPACING CbWL'REIf •,,z w� ' ty —3 K51 MIN g W; v, w 2 TRACK 5GD JIBYOR211YWOODIIUCKSNOTBY� —WIMUST SUPPORT THELOADS5IMPOSED BY GLAZING 5Y5TEM AND TRANSFER THEM TO THE BUILDING STRUCTURE, 3" 3" 3" 3" 3" 3" 3" 3" 3" 4 TRACK 5GD 3 TRACK 5GD 2 TRACK5GD w z zg� R w R w o AA4 - A CLUSTER OF (4) TYPE "AA" ANCHORS AT HEAD AAG - A CLUSTER OF (G)�PF•"�(,1" 4,NGHOP*5 AT HiAD • • AA8 - A CLUSTER OF (I TYPE "A•A" Atj(••H(:F4Al M:ALs AA 1 O - A CLUSTER OF IQ) TYFJ6."AA" ^N3H0R,-9w"HEQD 5B4 - A CLUSTER OF (,) J PE•," %:H(10 At HEAD Is • BEG - A CLUSTER OF (C) TYPE "BB" ANCHORS AT HEAD B58 - A CLUSTER OF (8) TYPE "BB" ANCHORS AT HEAD BB 10 - A CLUSTER Of. (•I Q� "PE "BB':ANQJ-"RS AT WEAD • CC4 - A CLUSTER OFi(4) TYPE "CC" ANC•HOVAT H`AI: • • CCG - A CLUSTER Of', % TYf3•E "CG" X4C.I IORS ATF HEO" • • CCB - A CLUSTER Of•F TYfr"CC" 9fi(:I(I S` AT HF.FiD • • • CC 10 - A CLUSTER O (1 O) TYPE "CC" ANCHORS AT HEAD ••• • • • • • ••• • • • • a • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AD16-29 A7 27 OF 59 SILL ANCHOR TYPES TYPE "A": I/4" DIA. KWIKCON (Pu= 137 KSI, Py= 135 K51) 13/4" MIN. EMBED INTO fc'=3 K51 MIN. CONCRETE 2 1/2" MIN. EDGE D15TANCE, 3" MIN. O.C. TYPE "B": 1/4" DIA. ULTRACON (Pu= 177 K51, Py= 155 KSI) 1 3/4" MIN. EMBED INTO fc'=3 K5I MIN. CONCRETE 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C. 3" 3' 3" 5 TRACK 5GD 5 TRACK 5GD 3" 3" 3" 4 TRACK 5GD TYPICAL ANCHOR 51T ELEVATION POR SPACING ��rIA�I.\`Jim 3 TRACK 5GD TYPICAL ANCHOR 5TACGEREO AT 3' O.C. n °r J o� u z w W p w Z UO M N Elm W 9 l9 U U E 3" 3' 3" U) U) m 3: a si o N lz 2 TRACK 5GD Z z O N U O W TYPICAL AN- GN �• 5EE ELEVATION fOR R W SPACING (D ~ V) W cD CONCRETE •` U) ONCftLSE min CONCRETE • ^.. iq= K3I MIF' PC=3 K51 KIIN- - _ . fc 8 K5I Ml1C . 8' 4-1 4 TRACK 5GA • • • • • • • • • • 3 TRACK 5GD •• ••• •• • • • •• •• ••• • ••• • • • • • • •• • • •• • • • • •• • • • • • • • • ••• a •• • • • • • • • • • • • 1 AD16-291 A8 28 OF 59 7 I/S" TYPICAL ANCHOR I�8 TYPICAL ANCHOR 5EE PAGE5 A) TO A8 5EE PACE5 A I TO A8 • Ism CON IRETE • f'c = 300Dp5t k'E •. CONG'RETE • --frc = 3000-p51 lf'i.• - •. Z Q:f e V tN ;I-n ellW a W w Z In —U' t7 zy_y g N 67 69 N 6 69 W] a o _ 55 44 I DETAIL — 55 44 A DETAIL U U ' a o� — — oa — z L—i w '¢ _ lu W LU LLI = o In vi m � m iL- U- In g In o W 63 R 2 DETAIL I.I 2A DETAIL 0 � N rn lu St I.I l9 3 01 — 55 55 01 � I � t TYPICAL ANCHOR V CAL ANCHOR 5EE PAGE5 36 FROM A I TO A8 _ 36 M A I TO A8 m 66 1'ti II II 11 II II II II U 56 041 :40-101- 6 II r 11 II II II II IILf5ErPAGE5 F •[f 65 • • •• • • m F • • • • FF RE I n CONCRETE .�. .. ,..A - a3000 - AKIN. � .. � �• ILL PAI5ER OPTION � c� CONCRE'[E •- ,a. ,,, N. 2as3 •aZ Pb. — $,000� MIN it � � a � �• o"wnxeeo • Z 5EE 5HEET %TR • • • • a LIMITATION• • • • * ! • CIF W: �' '•.. -• •� + g : •t?�: AD16-29 • • • • • • • ' .. MIN. EDGE D15T. 000 : • M. EDGE 1 • •• �F$ 11� i1j1j811lostO D1.1 • •: Oct 29th 2018 2g OF 59 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • - • n °D MIN. EDGE DIST. 3 1/4' TYPICAL ANCHOR SEE ELEVATION FOR SPACING MIN. EDGE D15T. 3 1/4" TYPICAL ANCHOR (� �� Z NN93 SEE ELEVATION FOR SPACING NCRfTE .' f'c=3bQQpa;MIN ° METAL STRUCTURE W Z w i g J 34 I DETAIL 55 44 D 1 34 IA DETAIL 44 V D I Z N a7 o oL a d o a V LL C7 a Z I� s U (D Z . g K J J N W N 29 o � 2 DETAIL 2A DETAIL w 51 D I 51 DI 3 38 SILL RAISER OPTION 1 1 SEE SHEET K2 FOR LIMITATION Q 0 55 55 qq 1 TYPICAL ANCHOR qq 1 AL ANCHOR SEE ELEVATION ELEVATION FOR SPACING 36 m •• ••• • • 5PACING 3 • Ri 11 II 11 II II II 56 C • • • • • Off W b 3s • • � • • • RE ��FF� 3CONC'jETf! -�H#2aen * •:� SER OPTION Tc R 3000 ps1 • SEESHEE♦QrORtIQIi�AT10N • • tc = 3000 f si tf m 'G�" p . W ° :�_� AD16-29 w • • .• a w !AV z • • • • • • • • �'��iFg310NP� O`er DI 1 MIN. EDGE DIST. i 3 1 5/16' • • • • • • MIN. LUSE DIST. • 3 1 5/16" allo% FOUR (4) TRACK DOOR DETAILS Oct 29th 2018 30 OF 59 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �4 TYPICAL ANCHOR TYPICALANCHOR Z n0° a� j d. • SEE ELEVATION Pop,5PACING 5EE EI.EVA IONFOR SPACING y ri�O s N. EDGEC515T. • • 3/I p�'� MIN. EDGE DI5T. 1 3/1 G' Z j �N .. 5 •56 6 �� goNcui - w 56 F • f G = 3b00 pen,MlN: ...t METAL STRUCTURE UJ yt W v� = \� - 0 2G Z u 9 w - _ m 0 i 17 V1 U r 55 io51 s 2a 3 DETAIL a 3A DETAIL 7 D2 D2 Ci y O i O i cG > $ J D a LL O O w w Z Z 3 � a0 41 t/� o w �n W pN N W 51 St C? 5 9 w M 1 I ° 4 DETAIL D2 ° 4A DETAIL 7 v 7 D2 4a qq V SILL RAISER OPTION 5EE 5HEET K2 FOR LIMITATION 3 ti C0 56 •• ••• • • • 3 • •• 10 - 4 2 M • • • • • • • •• • • • • • • • • • • • • • 2 ,`��..wuhpq . WAIV m , RE 717 SILL -�'+• CaONGR€TE - RAISER OPTION 0NGRfTE - •a : • . 28877 �'C'AN Pc•= 3000 W51 N: 5EE 5HEET K2 FOR LIMITATION •• ••• • see Pc = 3000 psl� N * �• * °. ° ,.N • • • • .• .f • •. • . w ;. �N °F vi jai AD16-29 j MIN. EDGE D15T. r 1 7/8' + ° TYPICAL ANCHOR 5EE ELEVATION FOR SPACING • • • • • • • • • • • • •5EE MIN- Ale. T. 1 7/8' TYPICAL ANCHOR �i� �� V��, '�.,,SSiotl D2 ELEVATION FOR 5PACING , 31 O6Fp 59 THREE (3) TRACK DOOR DETAILS Oct 29th 2018 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIN. EDGE D5T. TYPICA. ANCHOR MIN. EDGE D15TTYPICAL ANCHOR SEEELEVATIONPOKSPACING Vc� O.0 .' ••q CbN�,RETE a CONr-RETE• w Z .Fc = 3000 •1 IN• _ .Pc = 3000 psl IN �• W j ) 11 N p Z >: 11 56 56 56 Z g� 56 zNN 17 I �4 N I 44 N W j tan eat 55 17 j 28 �: N..r r 24 rL m9 9 5 DETAIL D3 5A DETAIL � 03 (� I � I I � m d d ci o cc U � g Z z " O O N LU w 55 g I 55 w 1 25 i 6 DETAIL 29 6A E / DETAIL 55 4 1,23 55 D3 60 — 60 8 12 I 8 SILL kAISER OPTION 44 • • 000 • • • 2 • 44 5EE 5HEET K2 FOR LIMITATION 13 in • • •• • • "3 5°.. 56 m ^F C��j�A�[ � ` TC'AN. 28877 t fONCRtTE o � • • • • • • • • • CO CRIETE• d AD16- 29 y = 3000 ps IN. m • • • • • f';a = hoc IN. ' ° ni SILL RAISEK OPTION �j1 W �'0' it •� z SEE SHEET K2 FOR LIMITATION • • • • • • • • • • • • •,, �� R t O;; • • • • • • • • • • \Z ��'�i�FS810Np��`�, D3 TYPICAL ANCHOR • • • • • • • JJJI/IJIIIII/��, MIN. EDGE DIET. TWO (2) TRACK DOOf�DETAILS MIN. EDGE D15T. TYPICAL ANCHOK QOt 29Ih 2018 SEE ELEVATION FOR SPACING 5EE ELEVATION FOR SPACING 32 OF 59 • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 ••• 0 • TYPICAL ANCHOR PANEL WIDTH TYPICAL ANCHOR �% a SEE FOSPEETS 13 #J4 51 41 I 145 21 42 55 I I I I SEE SHEETS J3 J4 4151RSHACING FOR SPACING ? aH$ z � rL•: J y I I I I I I W Z g 9C$ w z_8 s 45 21 42 55 Z i gm m� 27 50 18 - U al v M N. E E Q U �_ c� Z z _°z 3 <" 3 ' s� 37 I I I ( 37 LU g EXTERIOR o 2" D. L.O. 2" D. L.O. 2" D. L.O. 2" W PANEL WIDTH 1/4" 1AX. FRAME WIDTH 114" AX. SH M S IM 7 DETAIL 8 DETAIL 9 DETAIL 7A DETAIL D4 D4 • • • • . i i a • • • • D4 • •• • • • • ••• • gyp•` WA �� STANDARD INTEKLO(;r L" 1 H N. .. a 4E O SEE SHEET K I FOR LEVEL 2 AND 3 :?�,` aE a 4gq,' REINFORCEMENT." •• •.• • •.• • • #� * CF .WZ� . . . • • dot r=; AD16-29 .. . . . . . . . • • • • • •• • • •• • • ��i� ,p FLOP,-��6� FOUR (4) TRACK DOOR DETAILS oc1 All list, " 33 OF 59 RA ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• n� TYPICAL ANCHOR PANEL WIDTH TYPICAL ANCHOR O a SEE SHEETS J3 4 J4 SEE SHEETS J3 4 J4 ? tnv cnv FOR SPACING 51 73 41 I I45 21 42 55 I I '-� 41 51 73 FOR SPACING $$ I I I I I I W i o w Z 0 V 45 21 42 55 (7 i gm � Z v Si 8 0 D I I I I I I `D 5 m - 27 50 18 E G � I 1 18 55 21 22 I I I � cn m m � U � 8 Z � g m113V g 0 a LL c� C7 srz N If Ifp z Z z N _ S? 0 10 10 p o W g W W N 70 Z 70 N ch w EXTERIOR D. L.O. 2" D. L.O. 2" D. L.O. 2" PANEL WIDTH 1/4" AX ••• •�. t•EZVIOW i i ••• 1/4" AX 7 DETAIL 8 DETAIL .•� .•: •.: ••s9. • R DFif•AIL 7A DETAIL ► E vE.4 4.1 4.1 4.1 4.1 ��L 2563 • 4AN. 37 • • • • • • • • • • • * * = +arxn+nvxo STANDARDINTERLOCK (LEVEL 1)5HOWN. :•• : ••• .• ••: : : c�oa•-'aa SEE SHEET KI FOR LEVEL 2 AND 3 �•• •• •.: ••• .•. •.• '%,;FS •• ��•,, FIVE (5) TRACK DKp, DETAILS •, ,8�oNP D4.1 REINFORCEMENT. Oct29cn 2018 aaoFss TYPICAL ANCHOR PANEL WIDTH TYPICAL ANCHOR a SEE SHEETS J3 4 J4 SEE SHEETS J3 4 J4INZ NN « FOR SPACING FOR SPACING N 51 73 41 45 21 42 55 I I --�, 41 51 73 Z F 0.r• o J I I I I I I W i w 0 Z o � — _ Z a 8 w0� m m � 50 18 16-- ol � I I 18 55 21 22 I I = I ro cn J mCOPm w 8 z 1 1 co m 3 0Q O N LL IN. _ O N M D E E z Z Z a^ E a to 10 p c W W W N 70 70 ui n ch ui 111 EXTERIOR D.L.O. 2" D.L.O. 2" D.L.O. 2" PANEL WIDTH 1 /4" MAX. • • • • r4AI`2 E =NI PTW i i • • • 1 /4" AX SH M •• •� ••i %••,.yjq�e��4� $ 13 DETAIL 14 DETAIL •.• •.i •.i •.. 5• WeAIL 13A DETAILiE•'4 a= RE LL-- rN� � 286 • • . •AD16-29 STANDARD INTERLOCK (LEVEL 1) SHOWN. • • . • •. • . .. . . ` SEE SHEET KI FOR LEVEL 2 AND 3 • . •• •AILS : ••• ... ••• folk D4.2 REINFORCEMENT. FIVE (5) TRACK DOdR DETOct2W 20 35 OF 59 • •• •• • • • •• •• ••• • • • ••• • • 10 DETAIL 4. STANDARD INTERLOCK (LEVEL 1) SHOWN. SEE SHEET KI FOR LEVEL 2 AND 3 REINFORCEMENT. OA DETAIL I I DETAIL 4. 4. •• ••• • • . •• • • • •• . . • • • •• • FIVE (5) TRACK DOOR DETAILS • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • mmo /®m�0 REINfOPCEMENT fOR LEVEL 3 ONLY 12 DETAIL 4. AD16- 29 D4.3 36 O F 59 EXTEKI RIOR 6 DETAIL 6A DETAIL 7 DETAIL J 88 DETAIL IQ.4. 4. •• •.• • 4. • • • •• 4. STANDARD INTERLOCK (LEVEL 1) SHOWN. '.. .' '.: SEE SHEET KI FOR LEVEL 2 AND 3 " ' • • REINFORCEMENT. FIVE (5) TRACK DOOR DETAILS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U oo o u Z a NN ,^ N V H Z df � 0 LLI z w N z8 P.- tl _z g m W N o u m� s U U AD16-291 D4.4 37 OF 59 n °D of O Z �a M J II Z W Z u � U' i q m W N �0 O } O q o u 1 U F.w. 4 3/4"D.L.Q. In46 / 71 I 7 °• I � 75 Ir Z9 O 1I1 I ® J Q Q w Z 3 s t Z Z 44 a, EXTERIOR c U)cn oN W JJ N W 35� U 7 EXTERIOR 4 w I116" F.W. 43 DETAIL 44 DETAIL 4. 4. •• ••• • • • • • •• gm R CORNERS CAN BE USED ON ALL TRACK F e` ' AN. 288T7 CONFIGURATIONS *. * lo'=ID°^•~��N .. ... ... . .m: STANDARD INTERLOCK (LEVEL 1) SHOWN. : • • •.. . • •: : .�� SEE SHEET KI FOR LEVEL 2 AND 3 " ' ' ' �''oF33lONP� r`' D4.5 REINFORCEMENT. Oct 29th 2018 38 OF 59 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • n!R 'ae Q Z ra Z9 z�s�:„ it WJ m z II z° HI 0 � 9 Z gm W N] o o V N L I � U 33 // 4 /4 D.L.O. - 71 I h !® < 3 S O - - O a LL a o LL ku z EXTERIOR E5 81 c W '8 pN N W 33 EXTERIOR p� F.W. i 45 DETAIL 46 DETAIL 4. 4. COPMI a AILS• •• Q RE E. L z CORNERS CAN BE USED ON ALL TRACK rCAN. H6n CONFIGURATIONS .. ... . ... . *s * ' • • • • • • • °F % AD16-29 STANDARD INTEKLOCK(LEVEL 1)5HOWN. ••• • ••• •. ••: �''a L.0 �d • • • • • • • • • • p A` '�.......••`tG SEE SHEET K I FOR LEVEL 2 AND 3 • • • • • • ''4FS310NP� ,�`� D4.6 ''�u oil REINFORCEMENT. 0 tzstn zo18 390F59 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 2" FOR ANCHOR, SEE SHEET J4 45 22 9 21 44 18 Z ppN I' l7 N W wzPAPANEL WIDTH Z W]yrCEMEN�UIRED c I I FOR LEVEL 3 ONLY 1 m Y m � cn U F y d Do r LL 18 55 22 21 I ( z Z s 27 ;C57 46 27 I I o 3 0 g `n w m EXTERIOR R d O � D.L.O. 2° D.L.O. 3 3/4" 3 1 1/16" D.L.O. N Ch w PANEL WIDTH /2" PAKIR MnTH 10 DETAIL D5 STANDARD INTERLOCK (LEVEL 1) SHOWN. SEE SHEET KI FOR LEVEL 2 AND 3 REINFORCEMENT. I I DETAIL 12 DETAIL • • • • •• • •• • • • • ••• • •• ••• •• • • • •• .. ..• . ... . . • . • . .. . . .• . • • •• • • • • • • FOUR (4) TRACK DOK DETAIL5 • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AD16-29 D5 400E 59 F� o TYPICAL ANCHOR PANEL WIDTH (� � u SEE 5HEET5 J3 S J4 SETYPICAL ANCHOR a a E SHEETS J3 4 J4 FOP 5PACING 51 41 30 I 45 31 42 55 I I I I --� 41 51 FOP 5PACING N t I I I I I I W z W z8 � 45 31 42 55 3 � � z e S W °o `� • WA O< V U � v M N. I I 18 55 32 31 I I I o° w I I I I 18 55 32 31 I I w � O c� z Z Z 3 5 37 I I I I 37 W a EXTERIOR o c� 2' D.L.O. 2" D. L.O. 2" D. L.O. 2 U) w PANEL WIDTH 1/4' NIAX. FRAME WIDTH 1 /4° AX. 5 IM 5111 M � 13 DETAIL 14 DETAIL • s o • 5 D TAI • 13A DETAIL DG DG • • O • • • • • • DG €s STANDARD INTERLOCK( APE 5m, b ••� • „v� $ SEE SHEET KI FOR LEVEL 2 AND 3 • • •• *��'LRE ��p REINFORCEMENT. h"AN2 • • 00 • • • • • { • • F O •• � • • • � ;q: z Fi AD16-29 • • •. • • • • • �4Fs3iOtiP� �.• D6 FOUR (4) TRACK DOOR DETAILS ,occzsln,zola, " 41�OF 59 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 16 DETAIL D7 STANDARD INTERLOCK (LEVEL 1) SHOWN. SEE 5MEET KI FOR LEVEL 2 AND 3 REINFORCEMENT. I I 1 f— 3/4' 1 1 3 11/1G' I D.L.O. EZ14 FOR ANCHOR, SEE SHEET J4 89 I?n IpoV �Mbp•E�Sp v Z Wo 1 j Z f a� gY j < g wo W _ U Z o � U'itim a Z W IN I } —� w C REINFORCEMENT m REQUIRED FOR LEVEL 3 ONLY U U E -a I 17 DETAIL 18 DETAIL 9 • • • • • • • f 0 00 • • •• • • • • • • FOUR (4) TRACK DO.OR DkTAILS"• • • • • • • • • • • ••• • • • ••• • • AD16-291 D7 42 OF 59 n °iA ? a TYPICAL ANCHOR 5EE 5HEET5 13 AND 14 PANEL WIDTH $$ FOR 5PACING 50 Z y 57 56 46 27 45 42 55 W e z yt w 28 m � W U I I 45 22 42 55 I m U F cn cn �e a u O 4 10 18 55 22 18 55 21 39 Z 3 EXTERIOR s 3 2" D.L.O. 2" W � o 3 3/4" D.L.O. PANEL WIDTH D.L.O. FRAME WIDTH w 5 IM 19 DETAIL 20 DETAIL 21 DETAIL D8 D8 D8 a •. •.. STANDA�KD "TERLOCK (LEVEL 1) SHOWN. I I U- :5k tH€ET KI FOR LEVEL 2 AND 3 • '• ' �•� 4INFORCEMENT. LLLL!± •• ••• •• ,'Q `E^. .'.�� [LL• 3 AD16-29 •.. .:. 0.• ..� dot of ;% • • • • • THREE (3) T;AL f1•0OR• llt'• AIL • • • �''hF33 �ONp�.�`�� D8 43�OF 59 Oct 29th 2018 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • R6 z 7 7/e" c N RE � 'n V F TYPICAL ANCHOR TYPICAL ANCHOR Z 2" SEE SHEETS J3 S J4 SEE SHEETS J3 S J4 FOR SPACING FOR SPACING W m s W p A Z_ o g %y B� III ] N o I I I I 0 m 23 50 10 M 10 M m � U U ' ro N N N _ op n 8 zo Zo � vi 0 < 27 46 57 48 27 26 46 4 46 4 Z 3 EXTERIOR s 3 Z. D.L.O. 3 11/IG" 33/4" D.L.O. I" I MG" D.L.O. 33/4" 1 1/4" `� g pN W N W PANEL WIDTH !2" PANEL WIDTH PANEL WIDTH y U) w FRAME WIDTH 114114AX FRAME WIDTH I/4' AX. SHIM 5 I 22 DETAIL 23 DETAIL 24 DETAIL D9 D9 D9 E. s • • • +t�v• ��i4 s; LEVEL I REINF CEM S W T ON. " a FOR REINFORCEMENT OPTIONS, `,, N. 288' SSLFET Il ... • . .� of OF .:_= AD16-29 THREE (3) TRRCK dbOR ltrAIL� •� ��'•g3g;ppP��.�` D9 Oct 29th 2018 44 OF 59 • •• •• • • • •• •• ••• • • • ••• • • 4 TYPICAL ANCHOR PANEL WIDTH ? N ne s SEE SHEETS J3 4 J4 FOR SPACING 50 Z y d • 57 56 46 " 33 45 31 32 42 SS W NJ < z W z8 a w B O W N� 31 42 55 Aft U �sK Lo Lo al p g U — c 4 10 18 18 55 41 a aLLLL 0 Z 3 EXTERIOR 0 g 3 Z. 2" D.L.O. 2" W sJJ N 0 W 3 3/4" D.L.O. PANEL WIDTH D.L.O. � I/4 AX. FRAME WIDTH U) w 5 IM 25 DETAIL 26 DETAIL 27 DETAIL � 10 10 10 .. •• STMJDARD 1NT.ERLQCK (LEVEL 1) SHOWN. €s ••SEE 4i&TT:K: FOR LEVEL 2 AND 3 • ' ' • ;fZPNFO�CEMENT. • • • `O� W 10.13 po�awwc ••• • ••• • • �AN288•• * CF W� w. • • • • • • • • • • Db THREE (3) TRACK OR KETAIL�•• •• ��''a,F3310NP��:•`�L45 0 F 59 octz9<n1zols ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE SHEET J I £ J2 FOR ^� JAMB OPTION $ CAPACITIES z 7 7/5" gg 3 3/4" TYPICAL ANCHOR 50 Z r d u 2" SEE SHEETS J3 $ J4 FOR SPACING 27 _ 46 57 58 W y w p w z o 2 0 m 71 w Z M R 9 I I I } 23 50 10 M U - G N N _ r oL Ln o co m § _ J O 33 z—, Z�z aZr i8 ao EXTERIOR �'LL D.L.O. 3 1 I/16• 3 3/4" D.L.O. I' I 1/16" o w g D.L.O. 2" w R PANEL WIDTH I/2" PANEL WIDTH N PANEL WIDTH d, w FRAME WIDTH SH—IM FRAME WIDTH I/4 AX. SHIM 28 DETAIL 29 DETAIL FREESTANDING JAMB FOR 3 TRACKS OPTION DII II .00 • •• • • • • ••• • �,. . WA y� "`FL�Ft,I RE 'W N. 2867 • • • • • „ot of AD16-29 •• • • • • • • • :� p. ••• 0• ••0 ••• ••• ••• �'�4Fg'3fONp`� `, D11 THREE (3) TRACK DOOR DETAILS Oct29tn �2018 F 46 OF 59 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �1 // 30 DETAIL \DPI �2/ b FOR ANCHOR. SEE SHEET J4 REINFORCEMENT REQUIRED FOR _ LEVEL 3 ONLY _ I 01 O wl POCKET DETAIL 31 DETAIL D12 FOR ANCHOR, SEE SHEET J4 II J -4 REINFORCEMENT REQUIRED FOR LEVEL 3 ONLY ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ca Rir U �_ , m O Z aLL� c� Z s i a 3 J F, U) W N O fV W w F n °D 1 7/8' 17/8" ? G R, 78 79 FOR ANCH R, 4 SEE SHEET 4 Z_y W ] � �i CN W p w i ' 45 31 80 Z W 0 o tl U 'E - - I i Oa N � REINFORCEMENT 32 REINFORCEMENT REQUIRED FOR LEVEL 3 ONLY REQUIRED FOR z g I I LEVEL 3 ONLY g 5 0Q O O O Z � N U) N R w I I I o W I � • • • • • O. • D.L. PANEL WIDTH •• ••• •• PANEL WIDTH RGj ,RA,� 4 �n 3 ��jjLL r AN. 2887 30A DETAIL 12 •• ••• • • .• • • • • ••• • • • 3IA DETAIL • • • •� . • . * # s pF AD16-29 12 �q: • • • • • • • • • ��4iFS3�ONP� ��` D12A POCKET DETAIL 48 OF 59 Oct 29th 2018 V V 1 - 1 JJIL•� � r ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • sn J Z TYPICAL ANCHOR TYPICAL ANCHOr� 2' rUK ANCHOR. N o 5EE 5HEET5 J3 E J4 SEE SHEETS J3 S J4 \FOR 5PACING 50 SEE SHEET J4 FOR SPACItJG Z 55 14 26 45 27 57 56 14 I 45 22 21 9 W s d Z0 mD. _ 1 8ED (• W u 18 V rr u 14 °ci FOEM U a w —R IRERCD FOR N pw�N - fw L 3 ONLY —J 2 L 1 p EXTERIOR j I' D.L.O. 3 3/4' cpn ui m � g O a LL I/16' PANEL WIDTH 11/4' D.L.O. t9 O 5 rz Z Z_ i g n 0 § Z 1/4 AX. FRAME WIDTH 114 MAX. PANEI WIDTH N W $ 51-iIM 511IM w U' 3 3 DETAIL D3 3 DETAIL r3143 DETAIL W RE � si 3 �x V2iAD16-29 ••• i• ••i ••� ••• •.• ��hiSSIONP�.••' D13 TWO (2) TRACK DOOR DETAILS x Oct 29th 2018 49 OF 59 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • V o� PANEL WIDTH 7 7/8• TYPICAL A14CHOP 5EE SHEETS J3 s J,. 2' Z Nr N it J I FOP, SPACING Z MM Z 4G 2' /5 22 18 55 50 23 10 14 I I _ 56 55 15 _ F W y < W Z • I Z' _ ci z - - W N o 0 �� u — H 55 21 22 I I 27VrC57 46 27 26 45 55 4G 10 16 EXTERIOR EXTERIOR g z 63 D.L.O. 2' D.L.O. 3 3/4' 3 I dI G' D.L.O. D.L.O. 3 3/4' m a vi m C9 O a PANEL WIDTH /2' PANEL WIDTH I I/IG' PANEL WIDTH o § z N O {LI M _ FRAME WIDTH 1/4 AX. FRAME WIDTH I/4' AX. 5HIM SHIM a C9 35 DETAIL 3G DETAIL / 3 DETAIL FREESTANDING JAMB OPTION w 14 D14 D14 STANDARD INTERLOCK (LEVEL 1) SHOWN. 5EE SHEET KI FOR LEVEL 2 AND 3 REINFORCEMENT. - 1613 naurnHs : � '.A- 2i8of- • • • • • • • • • • • * * rvo. •. . • . • • • • • • • • • '4,F3g�ppP� ��• D14 TWO (2) TRACK DOOR DETAILS Oct 2sm a 50 OF 59 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHOR 'oe a 2 Z NN TYPICAL SEE ANCHOR SHEETS FOR ANCHOR, m 0$ i 50 FOR J3 d J4 SPACING SEE SHEET J4 Z < d w 0 45 45 31 32 9 u _ 57 56 14 33 ( W ✓ W p Z U V I z gm I z Z 91 18 V _-_ - 44 REINFORCEMENT (� U REQUIRED FOR o z o LEVEL 3 ONLY 10 45 53 I 46 10 � � EXTERIOR g z D.L.O. 3 3/4" o < g LL O a LL PANEL WIDTH 1 I/4" D.L.O. (D rz 3 a z 0 _Z z � � FRAME WIDTH I/4MAX. PANEL WIDTH o W g 51 a c� � 38 DETAIL DETAIL DETAIL N W D3 5 D4O •• ••• •• • • • •• • • • • • • • • • • • • • •• • TWO (2) TRACK DOOR DETAILS • . . . • . . . . . . •• •• • • . .• .. �14 os nn b PANEL WIDTH 7 7/8" m �,o ,n N V FZZ Z F d� • 45 31 32 42 55 50 2" 23 10 14 W y y� w p w Z o W m I � ED O 0� w 7 Z p Hil Lo � W 55 32 31 33 48 57 46 33 30 45 55 EXTERIOR TYPICAL ANCHOR 8 z g SEE SHEETS J3 4 J4 . m S D.L.O. 2" D.L.O. 3 3/4" 3 1 1/16" D.L.O. I" FOP SPACING cl) O a LL Q Z 3 a PANEL WIDTH /2" PANEL WIDTH I I/16" o z 2 5 U) w g o w N FRAME WIDTH I/4" JAX. R � C9 co w 41 DETAIL 42 DETAIL 43 DETAIL 16 16 16 STANDARD INTERLOCK (LEVEL 1) SHOWN. SEE SHEET KI FOR LEVEL 2 AND 3 REINFORCEMENT, • • • • • • • • • • • • �J Q RE •�'nPMc �4 � g • AN. 28877 sw • • . • • • • O f AD16-29 ••• :e ••: •so a•• ••• riFS310NA�p�` D16 TWO (2) TRACK DOOR DETAILS oclrzstn �zo1a 52 OF 59 ••• • • • ••• • • n u0. 1 25" HEAD (3 TRACK) E5-5GD2020-001 6063-T6 21 1 0. 1 2 5" UNANCHORED JAMB (3 TRACK) ES-SGD2020-005 6063-T6 f125' � 1 4.974' 1 - HtAD (2 TRACK) II E5-5GD2020-011 GOG3-TG 6.588° 0. 1 25" so SILL (3 TRACK) 2 ES-SGD2020-002 6063-T6 UNANCHORED JAMB REINF. FOR 3 TRACK E5-5GD2020-006 6005-T5 3.995' m 0 n O O FRAME SILL COVER (3 TRACKS) 3 E5-5GD2020-003 6063-TG 0.063" m O O m 0 50 " SILL RAISER 67F5F ES-5GD2020-007 6063-TG 2.396" 0.060" 8 N 0.063" m c9 N N 50 " o8 STANDARD SILL RAISER 53F5 E5-5GD2020-008 6063-TG 9 POCKET JAMB E5I I O JAMB SCREW COVER -SGD2020-009 6063-T6 E5-5GD2020-010 6063-T6 N 0. 145' N N O m 4.643' • • • SILL (2 TRACK) • • E5-5GD2020-012 6063-TG 1 .92G' •• ••• • • • • • •• N • • • • V m • • •• • • •• • • 13 ME C�R (2 TP.& • ES-5GD2020-013 6063-T6 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 17 A JAMB (3 TRACK) 4 E5-SGD2020-004 6063-T6 I' I 0.100' m n0.984" JAMB (2 TRACK) FRAME SILL COVER (4 TRACKS) 36 ES-SGD2020-013 6063-T6 off 7I �C'WN. 2ae� , of % AD16a 29 '��OA; •,FLOP,.-�?O,: PARTS Oct 29th 2018 53 OF 59 r� ss U i7 0.188" TT O O o n 0. 1 20" nn z NN H iO N ®®� 2 000" �_y__E� N 2"$ _ F d:6: • o w 7 4 z ` y 1 2.000' 1 W Z u w r N 0 JAMB SCREW COVER HEAVY INTERLOCK REINF. Z Z < yy B b 17 E5-00 11 G003-Tr. 19 E5-5GD2020-019 0003-TG } o 0.2 30" P 0.125' Y N n 0.055" o � v U 2.000' UN -ANCHORED JAMB REINF. UNANCHORED JAMB (2 TRACK) FOR 2 TRACK b ES-SGD2020-01 G GOG3-TO INTERLOCK AND LOCK5TILE SCREW COVER V ES-SGD2020-0 18 G003-TG HEAVY INTERLOCK REINF. COVER 2O ES-S-D2020-020 0003-7 E5-SGD2020-01 5 0003-TG 2.001' J Ci T� 2.000" S N m m 0 tOl " N p g N O c w � 1.535" � in 0.090" N Q w 0.100" m v N LUw REINF. POP INTERLOCK DOCK FOR LAMINATED GLA55 ASTRAGAL G E5-SGD2020-021 0005-T5 E5-5GD2020-022 GOG3-TG GJ ES-5GD2020-023 0003-TO I .745" I .745° N 1.000, I I I I • • • • • • 3.C58° • • i i i • • • • • • •• • • • • • • • • 80TTOM RAIL FOR LAMINATED GLASS 25 ES-SGD2020-025 ..�" Tf d N 0.090" v? N • . n 0.094 . • • • . • • • • • N N P �� q vI E. a€ �. . • • • • • 3 N. 2 6 O� s i AD16-29 24 TOP RAIL FOR LAMINATED GLA55 .. FIXED STILE FOR LAMINATED%155 . . . • i LOCK 5TILE•Fi0•R L'A" NATED GLASS S3�ON►��.`��, PATS ES-SGD2020-024 0003-TO Ltl ES-SGD2020-02G 0003-TG 27 E5-SGD2020-027 0003-T0 Oct 29th 2018 54 OF 59 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • V o� •a a 0.500" 0.500" Z MN « 1 1.000, — — N Z .745" IjIj 0.094" 0.063" 0.063" J W N lJ 4tl5b m 0.090" p W zQ w z O e� W N� J O V 1 .745" %y BOTTOM RAIL FOR FIXED STILE FOR U U 28 TOP RAIL FOR INSULATED LAMINATED � INSULATED LAMINATED INSULATED LAMINATED SILL RAISER - 90 P5F P5F RAISER - 8E5-5GD2020-04I ES-5GD2020-028 GOG3-TG E5-5GD2020-029 9OG3-TG 30 E5-SGD2020-030 GOG3-T6 38 E5-5GD2020-040 GOG3-T6 2SILL 80 GOG3-TG I v g � o — 0.1 z5" b o o z.000° °� � p n U fo 3.658" g 5 a 2.000" � Lz O Z REINF. FOR INTERLOCK - LOCK STILE FOR INSULATED INTERLOCK FOR INSULATED o.l oo° o w INSULATED LAMINATED GLASS LAMINATED GLASS LAMINATED GIA55 0 32 JJ 31 E5-5GD2020-032 GOG3-TG E5-5GD2020-033 GOG3-TG E5-5GD2020-031 GOG3-TG 8 of w 8.45 1 " O r�== rOl ••4A. • • • • • • •• Go g� 21 • 1 8.658" 3 �wN. zssn • • • • • • • • • OF AD16-29 .. • • • • Go. • • • • • • • • • • • • • • • • JAMB - 4 TRACK %, �eFt oA.- 34 HEAD - 4 TRACK 51Lt - 4 TM-Ef\ • • • • 37 E5-5GD2020-038 GOG3-T6 �'o,FS3ioNPV.�•`�, PARTS JJ 55 OF 59 E5-5GD2020-034 6063-TG E5-5GD2020-035 GOG3-T6 I Oct 29th 2018 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 9. 1 37" 6) O n 2.070" 2.070° 1 2.070" FRAME SILL - 5 TRACKS G5 ES-5GD2020-055 GOG3-TG 0. 1 20" W." 72 POCKET DOOR CLOSER - 5 TRACKS E5-SGD2020-OG I GOG3-TG FRAME FRONT SILL G6 E5-5GD2020-054 GOG3-TG FRAME HEAD - 5 TRACKS G9 E5-5GD2020-0G3 GOG3-TG 2.959" N O FRAME FRONT HEAD G7 E5-5GD2020-OG2 GOG3-TG 4. 1 72" N n � O 8 0 FRAME FRONT JAMB 70 E5-SGD2020-OG4 GOG3-TG 8 0 O O N • •• • • • • ••• • • • • • • • • DJAMB- 5 TRACKS •' ' •' . • • . • 73 ES-5GD2020-OG5 G0G3-TG 3.27 1" N m oof as • • • REINF. FOR LOCK STILE LAM. GLA55 74 ES-SGD2020-07I 0003-TG . . . . .. . • •. . . . . .. . • . . . . • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a a -iOr V Z a 6Ce Z f A�6: gy W N hl m W p N w 2.210' W h o m V � u FRAME FRONT SILL $� 9 I ES-SGD2020-05G 0003-TG � U U � 2.2104 1 � N N N � N U a 3 0 FRAME FRONT SILL z Z < 14 E5-5GD2020-OG8 GOG3-TG n to g Np W N W 0 � 2.380" N n cn w t f O. 5" m v REINF. FOR LOCK 5TILE (IN5L-LAM.) E5-5GD2020-07X 6063-T6 fa AD16-291 PARTS 56 OF 59 BILL OF MATERIALS BILL OF MATERIALS ? ZN Z F w 0 Z Z 0 Z D V 2 W NN b'r" • W f m N o ep i ITEM PART DESCRIPTION MATERIAL REMARKS ITEM 46 PART DESCRIPTION MATERIAL REMARKS ES-SGD2020-001 HEAD (3 TRACK) 6063-TG - W23211NG INTERLOCK ASTRAGAL POLYPROPYLENE - 2 E5-5GD2020-002 SILL (3 TRACK) 6063-T6 - 47 WA2L WEEPHOLE COVER POLYPROPYLENE - 3 ES-SGD2020-003 FRAME SILL COVER 6063-TG 4 E5-5GO2020-004 JAMB (3 TRACK) 6063-TG - 48 QEZ 447-1 QLON FOAM ALL STRUCTURE - 5 E5-5GD2020-005 FREESTANDING JAMB (3 TRACK) 6063-TG - 49 P501-0035-008 RECESSED FACEPLATES5ML LOCK TWO POINT - 6 ES-SGD2020-006 UN -ANCHORED JAMB REINFORCEMENT FOR 3 TRACK 6005-T5 - 50 P501-0035-OOB INVOLUTE HANDLE SET _ - 7 ES-5GD2020-007 HI SILL RAISER 3-1/16' HEIGHT 6063-TG - P501-OOI4-000 _ B E5-5GD2020-008 STANDARD SILL RAISER 2-9/ 16" HEIGHT 6DG3-TG - 9 E5-5GD2020-009 POCKET JAMB 6063-TG _ P501-0014-005 _ 10 ES-5GD2020-010 JAMB SCREW COVER 6063-TG P501-0014-117 11 E55GD2020-01 I HEAD 2 TRACK 6063-TG 51 P501-1005-OOB ADJUSTABLE STRIKE POLYPROPYLENE 12 E5-5GO2020-01 2 SILL 2 TRACK 6063-TG - 13 E5SGD2020-0I 3 FRAME SILL COVER 6063-T6 P501-0060-000 2P 14 E55GD2020-014 JAMB (2 TRACK) 6063-TG _ 52 5GD-1700 BUMPER STEEL AND RUBBER 15 E5-5GD2020-01 5 FRE15TANDING JAMB (2 TRACK) 6063-T6 - 53 i 986-ERN-300055 ROLLER STAINLESS STEEL - 16 ES-SGD2020-016 FREESTANDING JAMB REINFORCEMENT FOR 2 TRACK 6063-T6 54 GTT-15006-HKA-OI-TE ROLLER 17 E5-6011 JAM85CREW COVER 6063-TG = 18 E5-5GD2020-018 INTERLOCK AND LOCK STILE SCREW COVER 6063-TG _ 55 - # 10 X 1- 1/4' P.H. SCREW FOR PANEL ASSEMBLY 5T/5T - 19 E5-5GD2020-019 HEAVY INTERLOCK REINFORCEMENT 6005-T5 - 56 - k 12 X I - I/2' P.H. SCREW FOR FRAME ASSEMBLY ST/5T - 20 E5-5GO2020-020 HEAVY INTERLOCK REINFROCEMENT COVER 6063-T6 - 57 58 - #8 X 3/4' P.H. SCREW FOR HANDLE STRIKE 5T/5T - N ap �- ix 8 21 E5-5GO2020-021 REINFORCEMENT FOR INTERLOCK 6005-T5 - 22 E5-5GD2020-022 INTERLOCK FOR LAMINATED GLA55 6005-TS - - # 1 O X I' F.H. SCREW FOR MORTISE LOCK 5T/5T - 23 E5-5GO2020-023 ASTRAGAL 6005-T5 _ 59 - # 1 2 X I' P.H. SCREW FOR BUMPER 5T/5T - 24 E5-5G02020.024 TOP RAIL FOR LAMINATED GLASS 6063-T6 - 60 - # I O X I- P.H. SCREW 5T/5T - 25 E5-5GD2020-025 BOTTOM RAIL FOR LAMINATED GLASS 6063-T6 - 61 62 - I/4-20 % 2-1/2' PAN HEAD SCREW 5T/5T - 26 E5-SGD2020-026 FIXED STILE FOR LAMINATED GLASS 6063-T(; - 27 E5-5GD2020-027 LOCK STILE FOR LAMINATED GLASS 6063-TG DC983 DOW CORNING 583 STRUCTURAL 51UCONE 51LICONE - 28 E5-5GD2020-026 TOP RAIL FOR INSULATED LAMINATED GLA55 6063-TG 63 DC791 DOW CORNING 79) 51LICONE - 29 E5-5GD2020-029 BOTTOM RAIL FOR INSULATED GLA55 6063-T6 - 64 - GLAZING SPACER ALUMINUM HEUMA co(/1 co m ., u w m Q LL 30 E5-5GD2020-030 FIXED STILE FOR INSULATED LAMINATED GLA55 6063-TG - 65 E5-5GD2020-055 FRAME SILL- 5 TRACKS 6063-T6 - 31 E5-5GD2020.031 INTERLOCK FOR IN5ULP.TED LAMINATED GLA55 6063-TG - 66 E5-SGD2020-054 FRAME FRONT SILL 6063-TG Z J y 0 p y fn W _Z 3 _a z ty w g I- 32 E5-5GD2020-032 REINFORCEMENT FOR INTERLOCK INSULATED LAM, GLASS 6005-T5 - 67 E5-5G02020-OG2 FRAME FRONT HEAD - 6063-TG _ 33 E5-5GD2020-033 LOCK5TILE FOR INSULATED LAMINATED GLA55 6063-T6 - 68 E55GD2020-021 INTERLOCK REINF. FOR LAMINATED GLA55 6063-T5 34 ES-5GD2020-034 HEAD (4 TRACK) 6063-T6 69 E5-5GD2020.063 FRAME HEAD -5TRACKS 6063-T6 - 35 E5-5GD2020-035 SILL (4 TRACK) 6063-TG - 70 r55G02020-OG4 FRAME FRONT JAMB 6005-T5 - 36 E55GD2020-036 FRAME SILL COVER (4 TRACK) 6063-T6 - 71 E55GD2020-056 FRAME FRONT SILL 6063-T6 - 37 E5-5GD2020-037 JAMB (4 TRACK) 6063-T6 - 72 E5-5GD2020-061 POCKET DOOR CLOSER-5 TRACKS 60G3-T6 - 38 E5-5GD2020-040 SILL RA15ER 4-3/1 G' HEIGHT GOG3-TG - 73 74 E5-5GD2020-065 JAMB - 5 TRACK 6063-TG - 39 E52020-GOI GLAZING GASKET FOR LAMINATED GLA55 SILICONE, DURO 70 - E5-5GD2020-071 REINF. FOR LOCK STILE LAM. GLA55 6063-T6 - 40 E52020-GO2 GLAZING GASKET FOR LAMINATED GLA55 SILICONE, DURO 70 - 75 E5-5GD2020-068 FRAME FRONT SILL 6063-T6 - 41 E52020-GO3 GLAZING GASKET FOR INSULATED LAMINATED GLA55 SILICONE, DURO 70 - 76 ALU-P-01 8 SUPPORT FOR HANDLE LOCK 6063-T6 - 42 U52020-G04 INTERLOCK BUMPER - BLACK PVC, 60 SHORE D 77 ALU-P-020 SUPPORT FOR HANDLE LOCK 6063-TG 43 E52020-GO5 GLAZING GASKET FOR INSULATED LAMINATED GLA55 51LICONE, DURO 70 - 78 E5-W525-014 COVER -POCKET 6063-T5 - 44 W23221 NG SILL, HEAD PILE POLYPROPYLENE - 79 E5-5GD2020-069 HOOK STRIP BASE 6063-TG - 45 W23171 NK INTERLOCK PILE POLYPROPYLENE - 80 E55GD2020-070 HOOK STRIP 6063-TG BI CS-SGD2020-07X REINFORCE FOR LOCK STILE (IN5UL-LAM) 6063-T6 82 E5-5GD2020-041 SILL RAISER G063-TG - •i ••• •• • • • •• QE, �i t��E�1{, RE �tgcFL �C'AN. 28877 •• ••• • ••• • t * . * • • • • • • • • 060 • • ��i �• Fl O P - ��: • • • • • • • i • ''4F3310tiP� �O` Oct 29th 2018 Tr: IZI ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• HEAD Zt7 M < HEAD Z �V W Z w f HEAD 3.50 _Z 3 of v ES-SGD2020-001 (D Z 80TTOM VIEW s' MEETING W N o U V PIN •.190 TOP VIEW SILICONE SPLICE ro SILL Zap SILL n wSILL g � w r ES-SG02020-001 SILICONE SPLICE TOP VIEW .� .� vw7 • sopt19 • • u�q„ $ BOTTOM VIEW • • • • • • • • • MEETING •• ••• •• • • • •• E t♦♦G ¢� �'C'AN. �28877 • • • ! • • • • $°t ? AD16-29 ••• i• 000 ••• ••• •s• ♦♦♦'4F�3�ONp� `��+ ISO v.nxo Oct 29th 2018 58 OF 59 • • • • • • • • • • ••• • • • ••• • • �m 4 50 a 14 50 Z -N j/ W W i O W 0 yZ_ W ] o m � U U FRAME TOP CORNER FRAME TOP CORNER PANEL TOP CORNER RACK SHOWN 2 TRACK SHOWN 2 z s b 50 49 U) 16 m m j O a LL U 4 50 33 Z Z Z g 4 w g / N / 0 H 2 / � 29 (A / LU / W // / / 0 • • • • • • .WA •• •• • • • •• � ♦ wag N. FRAME BOTTOM CORNER • �RAIV�•BOTTpfyl pOZNER • • PANEL BOTTOM CORNER *' * Of w ADi6 J;jj .o. • %-oz r=; —29 3 TRACK SHOWN •• 2 TRACttSHOW►J • • • • ••• :• ••: ••• ••• ••• 1O... ISO Oct 29th 2018 59 OF 59 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•DiA►DE MIAMI—DADE COUNTY, FLORIDA • 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.miamidad&gov/economy Eco Window Systems, LLC 8502 NW 80' Street Medley, Fl. 33-166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has -been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In. Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the: manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to -comply with the Florida Building Code, including -the -High Velocity Hurricane Zone. • • • • • • • DESCRIPTION: Series "ECO-Guard Clipped" Alumrnum Tube Mullion-1-%'t*f : .... APPROVAL DOCUMENT: Drawing No.-M14-01 Rev. A, Series titled "Alulltlil$tM Tuber Mullion,,'e 0 • • • sheets 1 through 9 of 9, dated 05/19/14 with the latest revision dated ll/15/17,*p;e*6ared by AT-Faroo'....� Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami- Dade•�Qppty Product (3ontrl • • Section Revision stamp with the Notice of Acceptance number and Expiration daV.bx the 1Vjia}-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 4 ' logj'Cttq'state, • series, and folly fikiz statement: "Miami --Dade County Product Control Approveditp vAlels otherwise noted" herein. • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use; and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises- NOA No. 14-0529.16 consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed -by Jorge M. Plasencia, P. E. NOA No. 17-1218.14 MIAMJ-DADE COUNTYExpiration Date: October 23, 201-9 Approval Pate: February22, 2018 U2/Il I (k Page 1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMTTED UNDER PREVIOUS APPROVAL ## 14-0529.16 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2_ Drawing No. M1441, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a clipped aluminum mullion at fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. Font, P. E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 . • • 2) Cyclic Wind Pressure Loading per FBC, TAS 2Q3-94 '....' ...... along with marked -up drawings and installation diagram of •a Clipped• tdttWinum • mullion at a fixed window/ a single hung window, prepared by "Mcane F•nairieerin " & Testing, Inc., Test Reports No.'s B ETI98-2192B and UXI48-? j66f , bo • • • •: dated 01/ 15/09, signed and sealed by Candido F. Font, P. E. • • • • : * 0 0 0 0 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS- 202 94 •: • • ; ; • ; • • • • • 2) Uniform Static Air Pressure Test, Loading" �*PBC, TAS 2-02-94*"::' 3) Water Resistance Test, per FBC, TAS 202 ;94• ; ••; 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-V "' along with marked -up drawings and installation diagram of •a clippee jAnpsinu�n • • • : mullion single hung window, prepared by Hurricane Engineering & Testing, Mc., Test Report No. BETI-08-2-166A, dated 01/15/09, signed and sealed by Candido F. Font, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, -complying with FBC-2010 and FBC- 5t" Edition (2014), prepared by Al Farooq Corporation, dated 05105114, signed and sealed by Javad Ahmad, P. E_ D_ QUALITY ASSURANCE. 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL, CERTIFICATIONS 1. None. E-1 Jorge M. Piasencia, P. E. P uct Control Unit Supervisor NOA No. 17-121&14 Expiration Date: October 23,20t9 Approvat Date: February 22, 2018 Eco Window Systems, LLC NOT -ICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and _complying with FBC-2010 and FBC r Edition (2014), issued by Al—Farooq Corporation, dated 05/23/14, signed and sealed by Javad Ahmad, P. E. 2. Department of State Certification of Eco Window Systems, LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S. Browning, Secretary of State. 3. Laboratory compliance letter for Test Reports No.'s HETI--08-2192A, HET148-2192B; HETI--08-2166A and HETI-08-2166C, all issued by Hurricane Engineering & Testing, Inc., dazed 0 i / 15/09, signed and sealed by Candido F. Font, P. E. 4. Proposal No. 08-0236 issued by the Product Control, dated 06/04/08, signed by Manuel Perez, P. E. G. OTHERS 1. None. .... ...... 2. NEW EVIDENCE SUBMITTED """ • • • • • • • • A. DRAWINGS • • • • • • 1. Drawing No. N 144-01 Rev. A, Series titled "Aluminum TflbE.l MuRiob"O.4heets j. through 9 of 9, dated 05/19/14 with the latest revision dated Farooq Corporation, signed and sealed by Javad Ahmad, P. E. • • • • • • • • • • ; • . . . . ...... B. TESTS •••••• ...... 1. None. 0.. . .. C. CALCULATIONS 1. Structural analysis, complying with FBC 6` Edition (2017), prepared by Al—Farooq Corporation, dated 11/30/17, signed and sealed by Javad Ahmad, P. E. D: QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). I.. MATERIAL r RTMCATIONS 1. None. E-2 urge M. Plasencia, P. E. Prod ct Control Unit Supervisor NOA No. 17121.8.14 Expiration Date: October 23, 2019 Approval Date: February 22, 2018 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to 4 FBC Wh Edition (2017) and of no financial interest, issued by Al—Farooq Corporation, dated`I'l/14/17, signed and sealed by Javad Ahmad, P. E, G. OTHERS 1. This NOA revises NOA #14-0529-16, expiring on 10/23/19. . . .... ...... ...... .. . ...... .... . .. ..... ...... .... ..... .. .. .. . ...... . . . . ...... Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-1218.14 Expiration Date: October 23, 2019 Approval Date: February 22, 2018 E-3 MULUON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED ' IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULi IONS USING MULLION PROPERTIS ONLY NOTES: THIS PRODUCT HAS BEEN .DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS IE WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. IRY 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 MANUFS 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 UMTTED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE • ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, I... LIFE SAFETY OF THIS PRODUCT. ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONO(TKWS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE RENEWED BY BUILDING OFFICIAL. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. S, TEP�, DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP USE MAw-DADE COUNTY APPROVED GLAZING PRODUCTS MEEPNG .ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULUON AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH STEP' DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED Id STEP I ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS ,STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE TTWJ THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. I II 'I TueuLAR sHAPEs L 2.ODo ALLOY r 6063-T8 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING •• ••• • • • • • •• • • • • • • • • • • • •• ••• • ••• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• .1.� 30 UP PRODUCT REVISED as comp" wfth the Florida Raiding code NGA-Ma• 97-1218.14 Eaptration Dat.10l23=19 Rr l� (al*'u z F9 Q q Z �oo`R W M 0 O gi'w n v Cue '4 MOa jaA .t m 0 JI m z N z o � � }� w C N v)- s oc Z Z3- f 0 LJ com C • OF drawing no. Ar o�,•�': M14-01 1.000 j" _., 255'{ 1.600 j� �2.��..125 �.125 i'�2.000--yS,� L000 125 I� "1 1.000 o ry k / T— —Z .125 .375 .125 4.000 .125 4.000 4.000 0dy d FL m 3.000 Im p t 30� .125 LlpQ m L L u 1375 .375 .125 250 g a C Q S Ix = .9502 IH\4 Ix = 2.0374 IN\4 IX = 1.538 IN\4 IY = 3.1678 IN\4 I2 - 2.9762 IN\4 ii Sz m .6335 K\3 Ss m 1.0187 tra\a Ss - 1.0254 w\3 Sz - 1.5939 W\3 Sz 1.4881 iN\3 eti O�i 1 X 3 1 X 4 1 X 3 1 X 4 2 X 4 STD. MULLON STD, MU I,ON CUSTOM MULLION CUSTOM MU IJON STD. MULLJO L N 6063-T6 5063-T6 6063-T6 6063-T6 6063-76 J Ix 8.2757 IN\4 IX = 152031 FN\4 Z J m i Ss 2-7556 IN\3 SZ = 5.0677 IN\3 p 2. X 6 2 X 6 � w� STD. MULLION HEAVY MULLION N W 6063-76 6063-T6 m U) 4 O O on Z Z_ 3L f 3 z J O oo Q .718 I � � 7-- .125 2.125 .125 Z 125 0 .125 T1'TP. fP. 1 2.000 � 1 0 �5.500� 5.500� --I -2.000— • 3 •. ••• • • • • •• iC< NOTCH • NOTCH • . • ♦ r r OWiONAL i 2. coTIONAL • 1 • ,. i ,1j1,Ht111 rffr i MIN. • • • . LQ •y�. •. _ ,��... PRODUCT n REVISED 1/2's i1//2 1 IWM�ewith th. Florida - MIN. • • • • • • • • • • NGA-No. i 7-t278 14 _ 1 Zs 11TE OF drawin no. s • • • • s e ExPfrotion oats TOC2312019 ' O k/� 9 ANGLE CLIP MULLION CLIP • • • • M • • • e y�jf roeuet Control r�4 6053-T6 6063-T6 • • 6 -T,, • • ffl/II III l,11` �sheC. 2 Of 9 • •• •• • • • •• •• ••• • • • ••• • • _. DESIGN LOAD CAPACITY- PSF (TUBE MULLIONS) ➢ESIGN, LOAD, CAPACITY _-_PSF (TUBS: MULLIONS) BE DESIGN LOAD CAPACITY - PSF (TUMULLIONS) 4_ V 7• 3 IQJYDOW DIMS. 1 X 9 STD. 1% 4 STD. 1 E 3 CUSTOM 1 Z 4 CUSTOM 2 X 4 STD. 2 X 8 STD. 2 X 6 HEAVY WINDOII DIM S. I X 3 STD. 1% 4 STD. i Y 8 CUSTOM 1% 4 CUSCO 2 R 4 STD. 2 R 8 STD. 2% 8 BEVY WINDOW DIMS. Wi01}L (W) NULL SPAN I X 3 SM. l Y 4 STD. 1 R 3 CUSTOM 1 R 4 CUSTOM 2% 4 STD. 2 R 6 STD. 2% 6 BEAVY o WIDTH (W) MULL SPAN W107N (W) MULL SPPN 19-1/8' 26-1/2' 1. 37' 42" 4W 38-3/s' 120.0 120.0 ) 120.0 120.0 120.0 120.0 120.0 19-1/8' 26-1/2' 3T 37' 42" 48" 74-1/4' 75.3 120.0 120.0 120.0 1 120.0 1 120.0 120.0 19-1/8 26-1/2' 30' 3-r 42' 48' 120' - - - 50.9 56.0 120.0 120.0 Z q 0 P 2 0 a LL O j 120.0 120,0 120.0 120.0 120-0 120.0 120.0 54.3 103-4 ' 88.0 120.0 120-0 120.0 120.0 - - - 43.2 40.4 1109 120.0 120.0 120.0 120.0 120.0 120.0 120.0 110.0 48.0 91.3 77.7 120.0 120.0 120.0 - 120.0 - - - 382 35.7 97.9 12MO 120.0 120.0 120.0 120.0 120.0 120.0 120.0 38.9 _ 74.0 63.0 111.9 1t6.3 120.0 120.0 - - - 30.9 26.9 79.4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 34.3 652 55S 98.6 1024 120.0 120.0 - - - 27.3 25.5 69.9 120-0 120.0 120.0 120-0 120.0 120.0 120.0 120.0 30.0 57.1 485 86.3 r 89.6 120.0 120,D - - - 23.8 22.3 612 111.8 120.0 120.0 12MO Y20.0 120.0 120.0 120.0 26_7 43.2 76.1 79.7 120.0 120.0 - - - 21,2 - 54.4 99.4 54' 54' 54' C00'112.5 120.0 120.0 120.0 120-0 120.0 120.0 24.0 �50.7 .7 3&9 69.0 71.7 120.0 120.0 - - - -- 49.0 09.50 72' 60" 68' 72' 60' W" 72' a W g 120.0 21.8 .5 35.3 627 652 119.7 120.0 - - - - - 44.5 81.3 93.8 120.0 120.0 120.0 120.0 720.0 120.0 - 38.0 32.4 57.5 1 59.7 109:7 120.0 19-1/8' 26-1/2' W. 37" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 26-1/2' M. 3Y 52.0 110.6 84.2 12.0.0 120.0 120,0 120,0 19-1/8' 30' 37' - - - 48.0 420 118.8 120.0 j 0 LL Z m is 0 Q 120.0 120.0 t20.0 i 120A 120.0 120.0 120.0 37.5 79-e ma 120.0 117.7 120A 120,020-1/Y - - - 325 30.3 84.3 120.0 120.0 120.0 120.0 120A 120.0 120.0 120.0 33.2 70.5 53.7 106.3 104.0 120.0 120.0 - - - 28.7 26.8 74.5 120.0 120,0 120-0 120-0 120A 120.0 120.0 12C.0 26.9 57.2 43.5 $6.2 84.3 120.0 120.0 - - _ - 23-2 21.7 60.4 110.8 120.0 12" 120.0 120.0 120.0 1120.0 120.0 23-7 50.4 38.3 _ 7&0 743 120.0 120.D - - - 20-5 - 532 97.6 42' 42' 42` _.. 116.8 120.0 170.0 120.0 120.0 120.0 120.0 20.7 44.1 33.5 66.5 85.0 -120A t20-.0 - - - - - 48S 85.4- N 48' 42" 48' 84" 48' 132' tO3.8 12OX 120.0 120.0 120.0 120Z 120.0 - W.2 29.8 59.1 57.8 113.5 120.0 - - - - - 41.4 75.9 54' 80' 66' 72" 54" 60' 66" 72' 54" 60' 66' 72' !n Z 2 J J m (A 93.4 120.0 t20.0 120.0 120.0 1200. 120,D - 36.3 26.8 53.2 52.0 1022 120.0 - - •- - - 37.2 68.4 84.9 120.0 1?0.0 120.0 120.0 120.0 f20.0 - 321 24.4 48.3 47.3 929 120.0 - - - - - 33.8 621 77.9 120.0 120.0 120.0 t20,0 120.0 120.0 - 29.4 22.4 44.3 43.3 85.2 120.0 - - - - - 3;.0 57.0 19-1/8" 26-1/2' 120.0 1120.0 120.0 120.0 120-0 12MO 120.0 19-1/8" 26-1/2" 34.8 74.8 50.4 116.9 109-3 120-0 120.0 19-1/8' 26-1/2' - - - 34.6 32.4 90.0 120.0 -j 2 W 120.0 120.0 120.0 120.0 120.0 120.0 120.0 25.1 54.0 40.7 84.4 79.9 120.0 120.0 - - - 25.0 214 64.9 1192 30" 37 42' 0. 54" W-5/8" 12MO 120.0 120.0 120.0 120.0 120.0 120.0 30' 37' 42' 1. 54" I 96' 22.2 4-7.7 1 36.0 74.5 69.7 120.0 120.0 30' 37' 1. 48' 54' 144' - - - 221 20.6 57.4 105.3 j - H Z W V) N � 3 t io n 0 C,to 01 i Z #� 103.1 120.0 120.0 120.0 120,0 120.0 120.0 - 38.7 29.2 60A 56.5 120.0 120.0 - - - - I - 48.5 95.4 90.8 120.0 120.0 120.0 120.0 1204 120.0 - 34A 25.7 53-2 49.8 110.9 120.0 - 41.0 75.2 79.5 120.0 120.0 120.0 INN 120.0 120.0 - '29.6 22.5 46.6 43.5 97.G 120.0 - - - - - 35-8 65.6 70.6 112.5 111.E 120.0 120.0 120.0 120.0 - 26.5 - 41.4 38.7 862 120.0 - - - - - 31.9 1 58.5 83.0 101.3 100.4 120.0 120.0 120.0 120.0 - 23.8 - 37.3 34.8 77.6 120.D - - - - •- 28.7 52.8 80' 66' 6p" 66" 60' 06' Z) 3 Z cJ v 57.8 92,1 91.5 120.0 12C.0 120.0 120-0 - 21.7 - 33A 31.7 70.6 120.0 - - - - - 26.1 1 47.9 72' 53.0 84.4 83.7 120.0 120.0 120.0 12QO 72" - - - 31.1 29.0 64.7 119.3 71' Q 0 WO 19-1/8' 25-1/2' 30" 37" 42' 120.0 89.0 78.6 63.7 56.1 Y20,0 120.0 12.0.0 104.3 21..9 120.0 120A 12OX 1032 91L 120.0 120.0 120. 120,0 120.0 r 120D 120-0 120D 120.0 120.0 120.0 120D 120.0 120-0 120.0 120.0 120.0 120,0 12C.0 120.0 19-1/e 26-t/2' 30' I 3T 42" - - - - - -- - - - - --- - - - - - 82.1 W0 523 42.4 37.4 76.8 55.4 45.9 _ 39.7 35.0 120.0 120,0 120.0 9d7 87.D 120.0 1.20.0 120.0 120-0NwG 1.20.0 j ARCHES TO BE 1 '. j'! 2ONTAL MULUDI. YJSIDE RECTANGULAR SWE I tip- 1 II PROWCf Q cc:2 I--� 48" 83' 49.1 80.4 79.5 120.0 120.0 120.0 120.0 48' 108' - - 32.7 .30.6 76.1 120.0 I VERTI NUWON 54' 43.7 71.5 70.7 108.3 111.5 120.0 120.0 54' - - - 29.1 27.2 67.6 1 120.0 2 60' 68' 39.3 35.7 64.3 -7 89.0 65.6 57:8 97.5 89.6 1=3 91.2 120E 120.0 120.0 120.0 60" 86' - - - - - - 262 23.8 24.5 222 S0.9 553 111.3 101.2 GLAZING GLAZNG 7d PRODUCT PRODUCT d 1D E 2 r u pp F 72" 32.7 53.6 53.0 81.3 83.6 120.0 120.0 72' - - - 21.8 20.4 50.7 92J 1 ! ii GL421NG I GLAZING PRODUCT PRODUCT ? ALL LOADS ARE EXT.(+)/INT.(-). w1 - MULUON SPAN o 1 v 0< NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. INTERPOLATION BETWEEN WIDTHS ALLOWED ( ) •• ••• • i • • • • • • •• • • • • • • • • • • • e • • • • • • • • • • .- �T ��tJL9 •-- • -• • • • • • • • • • • •TYFiCF� • • • :.: • • • •• - - - • • • 11LYtr1Lr • • • ''`;` � • • • • - • �� _ AH4��r illyLLfON ARRANGEMENTS �'• ��''�, PRODUCT REVISED WIDTH (W) = w1 + w2 03 eo yFny with ens Florid• z auildmg Uode NOA-No.1 s • tm- Dat• 10/23/$ 14 STATE OF S(7�` • :•� : : r _2o�e `,,7/�S�IaF6v/.•��; •• • •B el tao ��r�o/tlCi`1;`�� + i `. % drOwing no. M14-01 shot 3 of 9 • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF DIPS. I ANCHORS TYPE 26-1/2' 30" 37- 42- 48" 38-3/8' 54' 80' Be" 72" 19-1 26-1 30' 37' 42' 48' 54' BD' 66' 1. 19-1 26-1 30, 1. 42' 48" 54' 60" Be 72' 19-1 26-1' 30" 37' 42" 54' 6660" DESIGN LOAD CAPACITY - PSF DIMS. A.'7CHORS TYPE 26-1/2' 37' 42 48' 74-1/4' 54' 80' 66' /8' 120.0 120.0 120.0 120_0 120.0 120.0 19-1/8- /2" 120.0 120.0 120.0 120.0 120.0 120.0 29-1/2' 120.0 120.0 120.0 114.3 120.0 120.0 30, - 120.0 120.0 120.0 92.7 120D 120.0 37' 120.0 120.0 120.0 81.6 117.6 120.0 42' 42' 111.4 120.0 120.0 71.4 102.9 120.0 48' 99.0 _ 120.0 120.0 63.5 91.4 1204 54' I r88.1 120.0 120.0 57.1 82.3 114.3 W. 81 D 120.0 120.0 5-1.9 744 103.9 66- 74.3 720.0 120.0 47.0 68.6 95.2 72' /8' 120.0 120.0 120.0 120.0 120.0 120.0 /2" 120.0 120.0 I 120.0 107.3 120.0 120.0 26-1/2- 120.0 120.0 120.0 94.8 120.0 120.0 30" 119.9 120.0 �120.0 76.9 110.7 120.0 --37- 105.7 1.0.0 E 97.5 120.0 42' 50-5/8' 924 120.0 85.3 { 71B22 120.0 75.9 I 105.3 64" 74,0 120.0 120.0 47.4 883 94.8 60, 57.2 1172 120-.0 43.1 52.1 862 66' 61.6 107L 120.0 39.5 56.9 79.0 72' /8- 1200.120.0 120.0 119.5 120.0 1.2U 19-1/8- /2" 1200 120.0 120.0 86.3 I 12D.0 17.0.0 26-1/2" 118.9 12C.G 120-0 _ 76.2 1087 120.0 1. 96.4 120.0 120.0 �61.8 89.0 120.0 37' 84,9 120.0 120.0 54A 75.4 108.8 42- 63' 74.3 120.0 120.0 47-6 68.6 852 A.8- $6.0 115.1 120.0 42.3 61.0 84.7 54- 58.4 103.6 120.0 3B.1 54.9 78.2 60' 54.0 94.2 120.0 34.8 48.8 89.3 eC 49.5 86.3 720.0 31.71457 635 72' ALL LOADS ARE EXf.(+)/TNT.(-) NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 84" 96' 108" DESIGN LOAD CAPACITY - PSF aNCHORS TYPE 26-1/2- 30" 37" 42" 4B• 120' 54' 80" 86' 72' 19-1/6• 26-1/2" 30" 37' 42" 48' 132" 54' 60' 68' 26-1/z' 30" 37' 42' 48' 144' 54- BO' 66" 72" 108.8 120.0 1 120.0 89.7 1 100.4 1 120.0 TYPICAL 78B 120.0 120.0 503 72-5 100.8 AF2C1/0RS 69.3 720.0 120.0 44.4 640 88.9 56.2 98-0 120.0 36.0 51.9 72.1 49L 86.3 120.0 31.7 45.7 63.5 43.3 75.5 113.3 27.8 40.0 55.6 VEDi" UULUON 38.5 6/.2 100.7 24.7 35.6 49-4 34.7 $0.4 90.7 22.2 32.0 44.GLAZING4 GLAZING GLAZING 31.5 54.9 82.4 202 29.1 40.4 PRODUCT I PRODUCT 28.9 1 50.4 A. ARCHES TO BE INSCREED rINSIDE RECEANOULAR SOPE `AMOHORS I-HOR¢ONTAL MULLION TYPICAL i M C GR5 Wl W2 I MULLION SPAN • • • • • • • • L • - • - IMCAL' MULLION ARRANGEMENTS • • • • • • • • • ``111 • • • • • • • • • • • WIDTH W _ Wt + W2 ... •• • ••• • • ••• • • • • • 2 . • • • •• / PRODUCT REVISED j 7C as ply" with the FimMa6.r e Cdo 77.1Z18.14 - 21 - ANCHORS ..:et';ratL�eata, �• , . .. , iv • • •Wi• • -i.W&ontme 711 1111 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • GLAZING PRODUCT ANCHOR L 11GLAZING GLAZING TYPI v PRODUCT PRODUCT ANCHORS •'•1y7�� TOwing6 no. M 14-01 ALL LOADS ARE EXf.(+)/TNT.(-) NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 84" 96' 108" DESIGN LOAD CAPACITY - PSF aNCHORS TYPE 26-1/2- 30" 37" 42" 4B• 120' 54' 80" 86' 72' 19-1/6• 26-1/2" 30" 37' 42" 48' 132" 54' 60' 68' 26-1/z' 30" 37' 42' 48' 144' 54- BO' 66" 72" 108.8 120.0 1 120.0 89.7 1 100.4 1 120.0 TYPICAL 78B 120.0 120.0 503 72-5 100.8 AF2C1/0RS 69.3 720.0 120.0 44.4 640 88.9 56.2 98-0 120.0 36.0 51.9 72.1 49L 86.3 120.0 31.7 45.7 63.5 43.3 75.5 113.3 27.8 40.0 55.6 VEDi" UULUON 38.5 6/.2 100.7 24.7 35.6 49-4 34.7 $0.4 90.7 22.2 32.0 44.GLAZING4 GLAZING GLAZING 31.5 54.9 82.4 202 29.1 40.4 PRODUCT I PRODUCT 28.9 1 50.4 A. ARCHES TO BE INSCREED rINSIDE RECEANOULAR SOPE `AMOHORS I-HOR¢ONTAL MULLION TYPICAL i M C GR5 Wl W2 I MULLION SPAN • • • • • • • • L • - • - IMCAL' MULLION ARRANGEMENTS • • • • • • • • • ``111 • • • • • • • • • • • WIDTH W _ Wt + W2 ... •• • ••• • • ••• • • • • • 2 . • • • •• / PRODUCT REVISED j 7C as ply" with the FimMa6.r e Cdo 77.1Z18.14 - 21 - ANCHORS ..:et';ratL�eata, �• , . .. , iv • • •Wi• • -i.W&ontme 711 1111 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • GLAZING PRODUCT ANCHOR L 11GLAZING GLAZING TYPI v PRODUCT PRODUCT ANCHORS •'•1y7�� TOwing6 no. M 14-01 ARCHES TO BE INSCREED rINSIDE RECEANOULAR SOPE `AMOHORS I-HOR¢ONTAL MULLION TYPICAL i M C GR5 Wl W2 I MULLION SPAN • • • • • • • • L • - • - IMCAL' MULLION ARRANGEMENTS • • • • • • • • • ``111 • • • • • • • • • • • WIDTH W _ Wt + W2 ... •• • ••• • • ••• • • • • • 2 . • • • •• / PRODUCT REVISED j 7C as ply" with the FimMa6.r e Cdo 77.1Z18.14 - 21 - ANCHORS ..:et';ratL�eata, �• , . .. , iv • • •Wi• • -i.W&ontme 711 1111 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • GLAZING PRODUCT ANCHOR L 11GLAZING GLAZING TYPI v PRODUCT PRODUCT ANCHORS •'•1y7�� TOwing6 no. M 14-01 •'•1y7�� TOwing6 no. M 14-01 TYPICAL ANCHORS TYPICAL ANCHORS 2 PER CLIP (I ON EACH WING) 1 PER ANGLE t OR I I M SIkU 11 i� FLOATING CII !I UP I I i ZX 2 X 1/8- I I SNUG FIT INSIDE MULL U L' ALUM ANGLE j14 SMS J i f14 SMS j I 1-3/4O.C. MM. I I 1-3/4' O.C. MIN. 4 PER CUP 2 PER ANGLE 2 3 M ANCHORS TYPE `A2' TYPICAL ANCHORS 4 PER CUP (2 ON EACH WNG} 114 SMS 1-3/4- O.C. MIN. 4 PER CUP ANCHORS TYPE 'A4' CUP INSIDE MULL f14 SMS 1-3/4" O.C. MIN. 2 PER ANGLE TYPICAL ANCHORS: ANCHOR TYPES _ j SUBSTRATE MIN. EMBED. MIN. EDGE DIST. t/4' 004 ULTRACONS BY 'ELCO' (Fu=177 KSI, FY-155 10) CONCRETE 1-3/4' 2-1/2- 1/4- DIA SELF DRILLING SCREWS (GRACE 3 CRS) MEEAL i/e- 3/4- CAL ANCHORS 2 PER ANGLE, CONCRETE - fc - 3000 PSI MIN. METAL - 1/8- MIN. THK. STEEL Fy — 36 KSI MIN. CREPE \ 1/8- MIN. THK. ALUMINUM (6063-T5 MIN.) OR ANCHORS MAY SE HEX OR FLAT HEAD. M AL\ U�U E ALL CUPS AND ANGLES TO FIT SNUG 11110 TUBE MUWONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TC BE PROTECTED I I1 NU WITH ALKALI -RESISTANT COATINGS, SUCH AS SMINOUS PAWT OR WATER-WHfiE METHACRYV.I'e LACQUER 1 it 2X2X 1/8' L! 4 AN ANG W • • • • • • • • • • • • • • • • • • • • • 11111111II • • •• • • • • •.00 • . • . • . . • 00 PRODUCT REVISED -P..ryil the- Florida- •• ••• • ••• B� .Whh •i 17.1218.14, / i • i i • • • A�i�nd•I Data 10/23/2019 .� ATE • • • • • • • • 000 • •RRa rocs ct ontrol` A�/�JI�1tlt4 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 Z g s 01 M H O � x 6 GC YLi O ~ Fwl B gQa I"I rJ Q'WgF k N O J � J Z J M "�� La O .M D O J 72 72 � Z� J Q O Ld d S f''•. i e' p 4 a� 3 OF •'�� drawing a no. L 111T1 sheet 5 of 9 i i TYPICAL AN 6PE�PER CLIP (3 ON EACH b�" �" #14 SMS 1-3/4' O.C. MIN. 6 PER CUP [EZ %fA&—ALT ANCHORS TYPE `A6' i TYPICAL ANCHORS 3 PER ANGLE CUP I I I I Ly X 2 X 1/8" INSIDE MULL SMS I uI 2 ANGLE gu MIN 1-3/4- O.C. MIN. I I 3 PER ANGLE TYPICAL ANCHORS: ANCHOR' P.'PES - SUBSTRATE MIN.' EMBED: L11N.' EDGE GIST. ULTRA.CONS BY 'ELCO' (Fwm KSL F -155 XSI) CONCRETE 1/4" DIX SELF DRILLING SCREWS (GRADE 5 CRS) METAL 1/6- 3/4" CONCRETE - Pc - 3000 PSI MIN. METAL 1/S" MIN. THK. STEEL Fy - 36 XSI MIN. 1/8" MIN. THK. ALUMINUM (6063-T5 MIN) ANCHORS MAY BE HEX OR FLAT HEAD. ALL CUPS AND ANGLES TO Fi"i SNUG Ih�O TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROITCTED WITH ALKALI -RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER-WIRTE. METHACRYLATE LACQUER. •• ••• • • • • • •• . ......... . .. ... .. . . . .. PRMUCT REWSED •s co 1y� wHh th• PioOd• • • • • • • • • VOA-N-Co�• 1-1218.14 • • •• • •rroauct'Gortm ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z h q 0ga� IgFoF� CUNn g g.i O 0 - m O pan-S 0 a = Wz�- .. AT'E C� 6y, dTVWirtq no. TYPICAL ANCHORS 2 PER CUP (I ON EACH WING) TYPICAL ANCHORS 1 PER ANGLE x\\\,,,\\\� \ Aii\ eN� • tl 1 0 FLDAnn1c cuP X F/2 1SMOG SMS FTT INSIDE MULL LEANGLE#14 j114 SNS�1-3/4" O.C. MIN. I I 4 PER CUP 1-3/4" 2 PER ANGLE 9FF Z 3 `a ANCHORS TYPE 'B2' TYPICAL ANCHORS 4 PER CUP (2 ON EACH WING} II II II II II 11 V y FLM7ING CUP SHUG FIT INSIDE MULL 1 I r14 SMS I 114 SMS 1-3/4. O.C. MIN.- 1-3/4" O.C. MIN.' 4 PER CUP 2 PER ANGLE NCHORS TYPE 'B4a' /4' ro� Z IL cowf 7 y g1QoD_ gyp 0 ,0 yy� OJ N LL (Z_Z, rk Q W G Z U � m TYPICAL ANCHORS. -i w X ANCHOR TYPES SUBSTRATE M!N. EMBED. MIN. EDGE DIST. DN_ ULIRACDNS BY 'ElCO' MASONRY 1-3/4" 2-f/2" W n } OT (Fu-177 KSI, Fy-155 KSI) WOOD 1-1/2" T' s r1 N 00 1 � WOOD - 29Y WOOD BUCKS OR WOOD STRUCTURE S.G. 0.55 MIN. MASONRY C-90 HOLLOW/FILLED BLOCK Ym - 2000 PSI MIN. j Z z J m Z 3 fi m - 3z THY OR 2HY WOOD BUCKS NOT BY ECO WINDOWn � MUST SUSTAIN THEM TO BUILDING DS IMPOSED BY 'STRUCTURE. GLAZING SYSTEM AND TRANSFER In� W ANCHORS MAY BE HEX OR FLAT HEAD. --� 111 /2 X 2 X 1/B' LJ 11 1 I ALUM ANGLE •• ••• • • • • • •• PRODUCT REVISED " CooddscompNl�c9 w11U1 the Ftodda tlding .09 • • • • mrA019 • • • . .. re—fion • • • • • • MI uct ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • J � 'tr=1 drawmq no. 01 tll l! 11l 9he-S Of TYPr-AL AN 4 PER CLIP (2 ON EACH #14 SMS 1-3/4" O.C. MIN. a PER CLIP NCHORS TYPE `B4b' TYPICAL ANCHORS Z q S 4 \ \2 \\`\>: A� f9LLP0`BBLOeK\ v CIJP INSIDE MULL 414 SMS 1-3/4" O.C. MW_ 3 PER ANGLE 2 X 2 X 1/B" ALUM ANGLE -1/2" y� 0 0 "T WOOD - 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. - 0.55 MIN. j Z MASONRY- C-90 HOLLOW/FRIED BLOCK fm - 2000 PSI ON. Z Ci [BY OR 2BY WOOD BUCK NOT BY ECO WINDOW 7 �� R MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER Q 0 p 0 THEM TO BUILDING STRUCTURE. W m ANCHORS WAY BE HEX OR RAT HEAD. Q: ��yyaj� � LL N pp'0224 0&�n 1" z �q- 1 3821 J I zl� O vi J .•I TYPICAL ANCHORS: ANCHOR TYPES SUBSTE MIN. 01BED. MIN. EDGE DIST.. (n L /4' DI0. UETRACONS BY 'E1C0' MASONRY OT N �9 (Fu�177 KSI, Fy-1WOW5 KSI) WD1 •• ••• • • • • • •s PRODUCT REVISED as complying with the Florida Building Codo •• ••• • ••• mope.. 17.121B.14 • • • • • 10/23/2019 • • • • •• • •6y •• �• _ • • • • • • • -VW-7v—ct vontrol ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• - •: 'If - � Y $ 3 kTFOF �drawinq no. r4rrIh11N11X sheet 8 cf 9 Q: ��yyaj� � LL N pp'0224 0&�n 1" z �q- 1 3821 J I zl� O vi J .•I TYPICAL ANCHORS: ANCHOR TYPES SUBSTE MIN. 01BED. MIN. EDGE DIST.. (n L /4' DI0. UETRACONS BY 'E1C0' MASONRY OT N �9 (Fu�177 KSI, Fy-1WOW5 KSI) WD1 •• ••• • • • • • •s PRODUCT REVISED as complying with the Florida Building Codo •• ••• • ••• mope.. 17.121B.14 • • • • • 10/23/2019 • • • • •• • •6y •• �• _ • • • • • • • -VW-7v—ct vontrol ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• - •: 'If - � Y $ 3 kTFOF �drawinq no. r4rrIh11N11X sheet 8 cf 9 •• ••• • • • • • •s PRODUCT REVISED as complying with the Florida Building Codo •• ••• • ••• mope.. 17.121B.14 • • • • • 10/23/2019 • • • • •• • •6y •• �• _ • • • • • • • -VW-7v—ct vontrol ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• - •: 'If - � Y $ 3 kTFOF �drawinq no. r4rrIh11N11X sheet 8 cf 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• - •: 'If - � Y $ 3 kTFOF �drawinq no. r4rrIh11N11X sheet 8 cf 9 - •: 'If - � Y $ 3 kTFOF �drawinq no. r4rrIh11N11X sheet 8 cf 9 #I* SM SEE CHART FOR &NITRESs -1 I - TUBE MULLION ______ I ACHARTCJIOR NNO. OF #14 FH SMS TYPE A4 3 2/ SIDE f/8' THICK ALUM CHANNEL LENGTH TO Fir SNUG i INTO MULLION 1 TUBE MUUJON TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY #14 FH SMS -1-1/2- O.C. M(N. ACCESS HOLE SEE CHART FOR OUANTIr1E5 I I i � THIS SCREW CAN BE I I INSTALLED IN ETHER- DIRECTIONI #14 Fti SMS I 2 PER CLIP i I 1' O.C. MIN. i I I I I I I I I I 1-3/4- X 2' X 1/8- (FOR 20Y TUBE) // 3/4- X 2- X 1/B- FOR (1BY TJBE)J ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION #14 SMS SUBSTRATE Ed. — MIN. EDGE DIST. ,MIN. CL TO CL SPACING!. ALUMINUM 5/8' 1/2' • •• • • • • ••• • •• ••• w• • • • •• PRDDUCT REVISED as oomplvin with the Florida • • • • • • 000 Building �oW . 17-1218.14 • • • • • �1404kNo. 10/23/2019 • • • • — - •• • •••• •• uet— tr_ ••• • • • • ••• • • • • • • • • • • • • •• • •• •• • ! • s• •• • • • • ••• • • � o 7"05502/1 Liz ATE DF I drawing no. 14 6/13/2019 0000 •••••• •• • • •••• •• • •••••• "w �y J.P. CONSULTANT MIAMI, LLC jppermitting@jpconsultantinc:.com 305.487.2205 Design Construction Management Glass & Glazing Consultant CLIENT NAME: ERA WINDOWS & DOORS • • • • • • • PROJECT NAME: BRAVO RESIDENCE • • • • **go • PROJECT ADDRESS: • • • • • 1234 NE 94 STREET MIAMI SHORES, FL 33037 • • • • • FOLIO: 11-3205-010-0210 TOTAL GLAZING AREA • • • • 1441.12 SQFT • F 17-0630.08 5 PGT - SH 700 L.M.I. 1 44 1/2 44 1/2 52.5 O/X 80.0 80.0 5/16" Lami 4 51.4 000055.8 OK 119 16-0617.03 1 ES - EL300 ALUM FD L.M.I. 2 71 35 1/2 89 XX 80.0 80.0 7/16" Lami 4 51.4 55.8 OK A 17-0630.08 1 PGT -SH 700 L.M.I. 1 63 63 46 O/X 70.0 80.0 5/16" Lami 5 51.4 68.9 OK AG-01 16-0617.02 1 ES - SERIES EL400 ALUM SGD L.M.I. 4 111 1/2 27 7/8 92 OXXO 80.0 80.0 7/16" Lami 4 51.4 55.8 OK AG-02 18-0129.05 1 ES - SERIES S8000 ALUM SF L.M.I. 1 47 1/2 47 1/2 92 O 70.0 80.0 7/16" Lami 4 51A 55.8 OK AG-03 16-0617.02 1 ES- SERIES EL400 ALUM SGD L.M.I. 4 166 411/2 92 OXXO 80.0 80.0 7/16" Lami 5 51.4 68.9 OK AG-04 16-0617.02 1 ES -SERIES EL400 ALUM SGD L.M.I. 4 183 453/4 92 OXXO 80.0 80.0 7/16" Lami 5 51.4 68.9 OK 118 16-0617.03 1 ES - EL300 ALUM FD L.M.I. 2 71 35 1/2 87 XX 90.0 80.0 7/16" Lami 4 51.4 55.8 OK AG-05 16-0617.02 1 ES - SERIES EL400 ALUM SGD L.M.I. 4 166 41 1/2 101 OXXO 80.0 80.0 7/16" Lami 4 51.4 55.8 OK G 18-0129.05 2 ES - SERIES S8000 ALUM SF L.M.I. 1 74 74 98 0 70.0 70.0 7/16" Lami 5 51.4 68.9 OK AG-06 18-0129.05 2 ES - SERIES S8000 ALUM SF L.M.I. 1 78 78 98 0 70.0 70.0 7/16" Lami 5 51.4 68.9 OK AG-06 FL22267.1 1 ES - SERIES 2020 SGD L.M.I. 2 157 78 1/2 98 XX 70.0 80.0 7/16" Lami 5 51.4 68.9 OK AG-08 AG-10 16-0617.02 2 ES - SERIES EL400 ALUM SGD L.M.I. 2 95 47 1/2 87 XX 80.0 80.0 7/16" Lami 5 51.4 68.9 OK AG-09 16-0617.02 1 ES - SERIES EL400 ALUM SGD L.M.I. 4 208 52 87 OXXO 80.0 80.0 7/16" Lami 5 51.4 68.9 OK AG-11 AG-12 16-0617.02 2 ES - SERIES EL400 ALUM SGD L.M.I. 4 134 33 112 96 OXXO 80.0 80.0 7/16" Lami 5 51.4 68.9 OK 26 17-0505.03 1 ES-SERIESS5500 L.M.I. 1 36 36 29 X 100.0 125.0 5/16" Lami 5 51.4 68.9 OK H 17-1218.12 1 ES - SERIES EL150 FIXED L.M.I. 2 67 33 1/2 96 010 60.0 73.8 7/16" Lami 5 51.4 68.9 OK 1 17-1218.12 1 ES - SERIES EL150 FIXED L.M.I. 1 41 41 96 0 60.0 73.8 7/16" Lami 5 51.4 68.9 OK MULL 17-1218.14 1 CLIP MULLION L.M.I. 1 0 0 34 2x6x34 120.0 120.0 5 51.4 68.9 OK NOTES: Javad Ahmad, P.E. FL#70592 IMPACT WINDOWS WITH WHITE FRAME & GREY Lami GLASS 1609 SW 14 STREET, Suite 102 1 Miami, FL 33145 1 T: 305.487.2205 1 jppermitting@jpconsultantinc.com 1P CONSUL 7ANT MIAM1 LLC BRAVO RESIDENCE Wind Speed (mph) 170 Mean RoofHegrtihj��) "...,15.00 1609 SW 14 ST V31 NE 91 STREET Importance Factor 1.00 .... NeightAbove Grr& Level 12j G.1 •..15.00 • #102 MIAMI SHORES, FL 33037 Exposure Category D Norizontal Dimbh.•q;Z4tdg. (�'••• 1b2.00.... M1AM1, FL 33145 Risk Category 2 Roof Slope (del.)' • • • • < 10 , , • T"'De ofBuidin "•' ith I Erotect•io�n � • • Coeffcient Kh 1.03 Coefficient Kzt 1.00 Coefc;entKz 1.03 •ct Coefficient Kc •' *• 0.85 � Velocity Pressure Evaluated @z (qzj (IbMA2) 64.77 Velocity Pressure Evaluated @h Iqh) (1b)V2) ;' •; • • 64.77 , s � • .. .-after Component Sit a Gcp Coefficients Gcpi Coeff. Design Wind PressuresYAb/ft+2) . , • • • • Afark Comp Tv^e Nrf'in H frn) S /rnl A R^2 Z4+ Z5+ Z4 Z5- Z4+ Z4 25+ Z5 f?e W Other 10.00 0.90 0.90 -0.99 -1.26 0.18 -0.18 51.4 -55.8 51.4 •68.9 Z5 �aaaa�oit ie ASCE�7.19° ® Q0 ON 6plopON T D tLA : AL•FAROOQ CORPORATION, 1235 S.W. 87th AVE, MIAMI FL, 33174. rEL:305.264.8100 EnSe ' e Engineers Name And Signature Design Date DesigQj- n Reference Number §�lilt,O a Javad Ahmad, P.E. 05-06-2019 09:30:18 a.m. EJRA WINDOWS & DOORS Director of Engineering �o ®n�l�L '�r/t►iiaaa�� TO REMAIN rMMU"TrAi'li AG-01 SLIDING GLASS D001 W. Ill 'xH.91"' N.O.A#16-0617.02 AG-02 WALL WINDOW. W.472"xH.914" N.O.A#18-0129.05 A SINGLE HUNG WINDOW. W. 63" x H. 46" N.O.A# 17-0630.08 Washer \ Dryer CD - o� 0F1 119 OUTSWING DOOR. W. 71" x H. 89" N.O.A#16-0617.03 SINGLE HUNG WINDOW. W. 441" x H. 521" N.O.A#17-0630.08 .............�� — AG-03 _______ SLIDING GLASS DOOR -05 118 WALL WINDOW. AG TO REMAIN W. 166" x H. 91 N.0 A#18-0129 05 N.O.A#16-0617.02 UTSWING DOOR. SLIDING GLASS DOOR.— �W. 71" x H. 87" W. 166x H. 101' O.A#16-0617.03 N.O.A#16-0617.02 G' AG-04 AG-06 AG-06 AG-06 WALL WINDOW. SLIDING GLASS DOOR. WALL WINDOW. POCKETING WALL WINDOW. W. 74 4' x H. 98 4' W. 183" x H. 91 4' W. 78 1" x H. 98 1'� SLIDING DOOR. W. 78 1" x H. 98 1" N.O.A#18-0129.05 N.O.A#16-0617.02 z 4 1i 1�� 2 4 N.O.A#18-0129.05 W. 157 Z x H. 98 a N.O.A418-0129.05 FL#22267.1 I" OEMAI4 TO REMAIN FLOOR PLAN 10SmESUBO e FCRAW"WS CrUO I SLIDING GLASS DOOR, 1i W. 95 $" x H. 87 "" N.O.A#16-0617.02 - AG-08 S - 4- I -. MEDITATION R 111 ROOM cJi 205 AG-09 w B.B3NAV. SLIDING GLASS DOOR. Y.D Q W. 208x H. 87 4" N.O.A#16-0617.02 AG-10 SENDING GLASS QOOR. v I � W' 95 8' x H. 87 " 18 �A#16-0617 15 �.) BY rEryPTT -'if- 1 5 aC�'tTO COMPLI ,;TAT_F rNq COUNN MULLION N.O.A: 17-1218.14 SIZE: 2x6x34 FIXED(2) W. 67 4" x H. 96" H N.O.A917-1218.12 AG-11 SLIDING GLASS DOOR. W. 134 4" x H. 96" N.O.A#16-0617.02 Ll r DATE wiTH ALL FEOtns,e I AND RFGULA11ONS FIXED I W. 41" x H. 96" N.O.A#17-1218.12 SLIDING GLASS DOOR. W. 1341" x H. 96" N.O.A#16-0617.02 111 AG-12 1 _ -(D a'-e"rar aw4 nr pv.o 203 --- V 204 E 6 26 34 PROJECT 14 13 12 11 10 3T WINDOW-9 8 �,o m3a„xc ra:Aa�raAa W. 36 x H. 29 T N.O.A#17-0505.03 cv-f SUN 5 2p19 By: FLOOR PLAN ,• U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 F,r.d^ra,�-Emergency Management Agency Expiration Date: November 30, 2018 National Flood Insurance Program ELEVATION CERTIFICATE 17-004087-6ECLOUNGE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: MARIA GABRIELA CONTRERAS & ELI BRAVO A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 1234 NE 94 ST City State ZIP Code MIAMI SHORES FLORIDA 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 23 AND LOT 24 AND THE WEST 10 FEET OF LOT 22, MIAMI SHORES BAY VIEW, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 40, PAGE 16, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) ACCESSORY LOUNGE A5. Latitude/Longitude. Lat. 25°51'42.79 Long. 80°10'24.23 Horizontal Datum: ❑ NAD 1927 © NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(S) N/A sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in d) Engineered flood openings? ❑ Yes ® No A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b NSA sq in d) Engineered flood openings? ❑ Yes © No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Comrn_Inity Name & Community Number4B7. . County Name B3. State ViLLAGE OF MIAMI SHORES 120652 MIAMI-DADE FLORIDA B4. Map/Pane! Number B5. Suffix B6. FIRM Index Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) Dateive/ (Zone AO, use Base Revised Date Flood Depth) 12086C-0306 L 9/11/2009 1 09/11/09 AE 8.00 FEET B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 139: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes x❑ No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086.0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE 17-004087-6EC OMB No. 1660-0008 LOUNGE Expiration Date: November 3r 2010 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1234 NE 94 ST City State ZIP Code Company NAIC Number MIAMI SHORES FLORIDA 33138 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* X❑ Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations —Zones Al—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item AT In Puerto Rico only, enter meters. Benchmark Utilized: MIAMI DADE COUNTY BM; B-63 ; 8.67 Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a) through h) below. © NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 8. 67 0 feet ❑ meters b) Top of the next higher floor N/A, [Z feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A. 0 feet ❑ meters d) Attached garage (top of slab) N/A. 0 feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building N/A. N feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 7. 0 feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 7. 3 Q feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A. 0 feet ❑ meters structural support SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No ❑ Check here if attachments. Certifier's Name License Number JOHN IBARRA 5204 Title PROFESSIONAL LAND SURVEYOR Plar;e Company Name Seal JOHN IBARRA & ASSOCIATES, INC Here Address 777 NW 72 AVE #3025 City State ZIP Code MIAMI FLORIDA 33126 Signatu Date Telephone 5/8/2019 411f 5/8/2019 P: 305 262-0400 CENTERLINE ROAD ELEVATION: 7.32 FT Copy all pag of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) C.O.R= 7.32 FT; LATITUDE AND LONGITUDE DETERMINED BY USING GPS; ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929; MIAMI-DADE COUNTY BENCHMARK #13-62, ELEVATION IS 8.67 FEET OF N.G.V.D. OF 1929. LOCATOR NO. 3250-S; LOCATED AT NE 96 ST & NE 10 AVE.NOTE: THIS ELEVATION IS FOR THE LOUNGE FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 ELEV4TION CERTIFICATE 17-004087-6EC OMB No. 1660-0008 LOUNGE Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1234 NE 94 ST City State ZIP Code Company NAIC Number MIAMI SHORES FLORIDA 33138 SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items El—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is © feet [:]meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is © feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ® feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is feet [—]meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is X❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE 17-004087-6EC OMB No. 1660-0008 I nlmc F EXDiration Date: November 30- ?0.1, 8, IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1234 NE 94 ST City State ZIP Code Company NAIC Number MIAMI SHORES FLORIDA 33138 SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8-G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 F! FVATION CERTIFICATE See Instructions for Item A6. LOUNGE � `�' � -� LOUNGE Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1234 NE 94 ST City State ZIP Code Company NAIC Number MIAMI SHORES FLORIDA 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, 'Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. a A pichue of the property is tuiavailable. I, 1. ;• % ,... �Yi�oMM f .t +J.. `m Front View Rear View Front View Date: 5/9/2019 Rear View Date: y w LL I , n s 3 � i Right Side View Left Side View Right Side view: 5/9/2019 Left Side view: 5/9/2019 FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS e OMB No. 1660-0008 ' 17-oo4os7-6Ec ELEVATION CERTIFICATE Continuation Pa g I C)UNC;F Expiration Date: November 3Fr 30w► IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1234 NE 94 ST City State ZIP Code Company NAIC Number MIAMI SHORES FLORIDA 33138 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. Photo One Photo Two a-r cw GTE Z Photo Three Photo Four FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6