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WS-19-2144 (2)Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS -09-19-2144 Permit Type: Windows/Shutters (wOrk. lassification: Window/Door Replacement Permit Status: Approved Issue Date: 09/17/2019 1 Expiration: 03/16/2020 Location Address Parcel Number 1225 NE 93 ST, Miami Shores, FL 33138 1132050270030 Contacts MARK & DARLENE HUTCHINSON Owner MARK & DARLENE HUTCHINSON Applicant 1225 NE 93 ST, MIAMI SHORES, FL 33138 1225 NE 93 ST, MIAMI SHORES, FL 33138 Other: 9544459705 Other: 9544459705 KMR CONSTRUCTION MANAGEMENT INC Contractor KEVIN MICHAEL RAFFERTY 2042 MADISON ST, HOLLYWOOD, FL 33020 Business: 9543423400 kyle@kmr.construction Other: 7862993840 Description: REMOVE & REPLACE 7 WINDOWS & 7 DOORS Valuation: $ 18,000.00 Inspection Requests:305-762 4949 Total Sq Feet: 3,200.00 Fees Amount Application Fee - Other $50.00 CCF $10.80 DBPR Fee $3.60 DCA Fee $2.40 Education Surcharge $3.60 Scanning Fee $9.00 Technology Fee $6.00 Windows/Shutters Fee $190.00 Total: $275.40 Building Department Copy Payments Date Paid Amt Paid Total Fees $275.40 Check # 473 09/17/2019 $225.40 Check # 470 09/16/2019 $50.00 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. DA Signature: Owner the foregoing information is accurate and that all work will be done in compliance with all applicable laws more. I authorize the above named contractor to do the work stated. / Applicant / Contractor / Agent Date September 17, 2019 Page 2 of 2 a I 0i�A Miami Shores Village C EPI 16 k019 �P- Building Department BY: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 "�FBC 20 ` BUILDING Master Permit No. —s— �a— IIL3 PE MIT APPLICATION Sub Permit No.�NS-6 I — 114 y BUILDING ❑ ELECTRIC ❑ ROOFING afEVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [-]PUBLICWORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 122—S die Ct?� SY� Miami Folio/Parcel#:1 '- 7)20--�, -07711 Is the Building Historically Designated: Yes NO Occupancy Type: Load: _ pConstruction Type: Flood Zone: BFE: ,F/FE: OWNER: Name (Fee Simple Titleholder): !- GIM 1�'1 luwpk� Addreiiss::� G 3 7 `7 JAL M City: I Gim1 �i1C �LC� �� State: f tu21 CACI Zip: C Tenant/ /Less a Name: Email `X& "I ne#: CONTRACTOR: Company Name: V -0p �c�-Q1.K C�1 )- )�-�-, 1 nC—. Phone#: C45ZA 4'2_,, -34r - Address: 1C* 20 ,cl 1 City: 1 ),1`jI,C� t� State: 1 zip:c?��332-1 Qualifier Name: I lel �--1 • UGF a 1= �P. ��"�� Phone#: P 7-t--342-.-?)L400 State Certification or Registration #: C 6`` 6 6&! 27Q Certificate of Competency #: DESIGNER: Architect/Engineer: tv Phone#: Add Value of Work for this Permit: $ Type of Work: ❑ Addition( Description of Work: State: Zip: ®U U f- _ Square/Linear Footage of Work: Alteration New ❑ Repair/Replace Specify color of color thru tile: Submittal Fee $ d i Permit Fee $ Scanning Fee $ _ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ CCF $ DBPR $ ❑ Demolition CO/CC $ _ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 2-2. 5 ' ( V Bonding Company's Name (if applicable) Bonding Company's Address N City State y� Zip Mortgage Lender's Name (if applicable) N 'T Mortgage Lender's Address City State 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 rt 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 t e absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. ;:: D Lai Signature _ Signature OWNER or AGENT C04TFVCTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this } day of SC-Q�MV--)P0 - , 20 IS) by day of ` iYl or_(Z , 20 by 1.i0�' Ir� V11Y1�� who perso alhy kTTno�n to �D�/II'1 1-�• I�lJF(-��'Z�-l_.i, who i ersonally kno n to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: ! Print, , ( ln :�'yr'o� •., Seal: tio/��°Cr ; JASMIN MAllARESE Notary Public - State of Florida Commission .1 GG 346758 My Comm. Expires Jun 19, 2023 Bonded through Natio,al Notary Assn. APPROVED BY I� Z (Revised02/24/2014) Print—' Seal: Plans Examiner Structural Review In ;1►ar nes,. JASMIN MAllARESE Notary Public - State of Florida Commission.: GG 346758 My Comm. Expires Jun 19, 2023 Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: ✓ , Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknow 0416 /11 Signature Date Print Name a Address Owner Name Folio SEARCH: 1225 NE 93 Street, Miami shores Back to Search Results PROPERTY INFORMATION Folio: 11-3205-027-0030 Sub -Division: BAY LURE Property Address 1225 NE 93 ST Owner MARK HUTCHINSON DARLENE HUTCHINSON Mailing Address 1225 NE 93 ST MIAMI SHORES, FL 33138 PA Primary Zone 1300 SGL FAMILY - 2801-3000 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half Floors Living Units Actual Area Living Area Adjusted Area 4/3/1 1 1 3,256 Sq.Ft 2,310 Sq.Ft 2,661 Sq.Ft _ L Suite _—__— J�Q] Lot Size 9,825 Sq.Ft Year Built Multiple (See Building Info.) Featured Online Tools Comparable Sales Glossary PA Additional Online Tools Property Record Cards Property Search Help Property Taxes Report Discrepancies Report Homestead Fraud Special Taxing Districts and Other Non -Ad valorem Assessments Tax Comparison Tax Estimator TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION Year 2019 2018 rs 2017 Land Value $371,197 $353,702 $353,702 Building Value $144,690 $144,889 $192,347 Extra Feature Value $0 $0 $0 Market Value $515,887 $498,591 $546,049 Assessed Value $515,887 $498,591 $244,264 TAXABLE VALUE INFORMATION COUNTY Exemption Value Taxable Value SCHOOLBOARD Exemption Value Taxable Value CITY Exemption Value Taxable Value REGIONAL Exemption Value Taxable Value 4 2019 2018 $0 $0 $515,887 $498,591 Homestead Exemption $515,887 $498,591 $0 $0 $515,887 $498,591 $515,887 $498,591 BENEFITS INFORMATION Benefit Type Save Our Homes Cap Assessment Reduction Homestead Exemption Second Homestead Exemption Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). 4 FULL LEGAL DESCRIPTION BAY LURE PB 44-63 E50FT LOT 3 & W25FT OF LOT 4 BLK 1 LOT SIZE 75.000 X 131 4 SALES INFORMATION 2019 2018 2017 $50,000 $194,264 $25,000 $219,264 $50,000 $194,264 $50,000 $194,264 2017 $301,785 $25,000 $25,000 Previous Sale Price OR Book -Page Qualification Description Previous Owner 1 Previous Owner 2 10/27/2017 $635,000 30745-4540 Qual by exam of deed ORBIS CAPITAL VENTURES LLC 09/27/2017 $100 30699-1035 Corrective, tax or QCD; min consideration LEE H SCHILLINGER ROBIN S SHILLIMGER 05/24/2017 $615,000 30550-2475 Qual by exam of deed LEE H SCHILLINGER ROBIN S KATZENSTEIN 08/21/2015 $100 29833-2076 Corrective, tax or QCD; min consideration JACK SCHILLINGER For more information about the Department of Revenue's Sales Qualification Codes. Living Sq.Ft. Adj Sq.Ft. Calc Value 1 1 1957 2,914 1,968 2019 2018 2017 LAND INFORMATION Land Use Muni Zone PA Zone Unit Type Units Calc Value GENERAL R-22.5, R-23 1300 - SGL FAMILY - 2801-3000 SQ Front Ft. 75.00 $371,197 BUILDING INFORMATION Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value 1 1 1957 2,914 1,968 2,433 $127,732 1 2 2003 342 342 228 $16,958 Current Building Sketches Available! EXTRA FEATURES Description Year Built Units Calc Value ADDITIONAL INFORMATION The information listed below is not derived from the Property Appraiser's Office records. It is provided for convenience and is derived from other government agencies. LAND USE AND RESTRICTIONS Community Development District: NONE Community Redevelopment Area: NONE Empowerment Zone: NONE Enterprise Zone: NONE Urban Development: INSIDE URBAN DEVELOPMENT BOUNDARY Zoning Code: R22.5 - Existing Land Use: Temporarily Unavailable Government Agencies and Community Services OTHER GOVERNMENTAL JURISDICTIONS Business Incentives Childrens Trust City of Miami Shores Environmental Considerations Florida Department Of Revenue Florida Inland Navigation District PA Bulletin Board Special Taxing District and Other Non -Ad valorem Assessment School Board South Florida Water Mgmt District Tax Collector The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp For inquiries and suggestions email us at http://www.miamidade.gov/PAPortal/ContactForm/ContactFormMain.aspx. Version: 2.0.3 EXEMPTIONS B BENEFITS Deployed Military Disability Exemptions Homestead Institutional Senior Citizens REAL ESTATE 40 Yr Building Re -Certification Appealing Your Assessment Defective Drywall Folio Numbers Mortgage Fraud TANGIBLE PERSONAL PROPERTY Appealing your Assessment Assessment Information Search Exemptions Extension Requests Filing Returns PUBLIC RECORDS Address Blocking Change of Name Change of Address Change of Ownership & Title Declaration of Condominium More > More > More > More > ONLINE TOOLS Property Search Property Sales Tax Estimator Tax Comparison Homestead Exemption and Portability TAX ROLL ADMINISTRATION Appealing your Assessment Reports More > More > ESP WINDOWS INC. 8430 NW 66 ST MIAMI, FL 33166 US admin@espwindowsinc.com www.espwindowsinc.com Invoice BILL TO KMR CONSTRUCTION MANAGEMENT INC 10424 W STATE ROAD SUITE 10 DAVIE, FL 33324 ACTIVITY Materlal ES3000,ES-EL200,ES-EL150,ES5000 HUTCHINSON ;;ESPWINDOWS IDES WINDOWS DISTRIBUTOR INVOICE # 3186 DATE 03/01/2019 DUE DATE 03/31/2019 TERMS Net 30 BALANCE DUE $6,768.07 QTY RATE AMOUNT 1 12,400.07 12,400.07T SUBTOTAL 12,400.07 TAX (7%) 868.00 TOTAL 13,268.07 PAYMENT 6,500.00 BALANCE DUE $6,768.07 l�L l3 Its . .... . . .... .... . ...... . ... . ..... . EP g•e I BY D;, E GNr,Gr 1 BLDG CULT SU3JFCT 10 CC:NSYNCE WI FH Ail FEDERAL STATE ANv l -(-UN i ( rSLL-S AND REGULA,FIONS 5 k�� a►,Y,i Shy �cS � L. 1) ,� H 1, 9 6 - �7cenck a), r- 3) Wihdpul i-u, �) vj( LI 5 k�� a►,Y,i Shy �cS � L. 1) ,� H 1, 9 6 - �7cenck a), r- 3) Wihdpul i-u, �) vj( v ._ LI q) cr-tckS5 t31 loci q5 ` V\01",Z,r4-41 R� Iii \3) 3 7 x c?q S+,;1 �,J, ly) G-uruy-, ' 10424 W SR 84, Bay 10, Davie, FL 33324 (954)342-3400 www.kmr.construction Jj FL-CGCO25772 Window and Door Design Form eing Design loads Opening design Product Square Wind pressure (Chart) Approval Product LNIo::WV:idt'h Height Footage *Zone POS NEG POS NEG Approval # Conunents 1 G�o ,q� 4�14 2- 2.�_ r 12i . 3 dila Z� J z+?� l�`: t�� 1 -c2Z •� 4 Lp-(,e 6 :. I&'t7L2I. 7 1�} c4 Lt .IIG 412-2- U.Q0 1110-0ol'I.C: • • •0000' 8 11-121 1L 9 1 4 F �� 10 -UQ � • 0000 *Zone S is any opening wunin ine comer UINLdIIUC 11 Urri arty wi 1B i . 000000 *Corner distance is .4 x mean roof height or .10 x width, but not less than 3' 00-00* • 00 • 0000.. 0 Please complete the information requested: �..... Year Built: ' 0000 Mean Roof Height: Building Width: Building Length: Sill Height: Emergency Egress and Rescue Openings in sleeping rooms must meet the minimum requirements. On all submitted drawings or plans, indicate location of bedrooms. Each sleeping room must'have at least one window or door with a minimum net clear opening width of 20" and a minimum net clear opening height of 24" with no less than 5.7 square feet. 0000.. 0000.. 0000.. 0000.. 0000.. 0000.. 1/7 10424 W SR 84, Bay 10, Davie, FL 33324 954 342-3400 www.kmr.construction FL-CGCO25772 Window and Door Design Form Opening I Design loads Opening design Product Square Wind pressure (Chart) Approval Product No Width Height Footage *Zone POS NEG POS NEG Approval # Comments it `LL\ Zt '7 F r' l N I1� C) 42-(1, 2. • f. 2.0 .-1 •i .11 1\0 GI ' C) •••• Y • • *Zone 5 is any opening wttnm the corner aistance from any corner. *Corner distance is .4 x mean roof height or .10 x width, but not less than 3' Please complete the information requested: Year Built: Mean Roof Height: Building Width: Building Length: Sill Height: Emergency Egress and Rescue Openings in sleeping rooms must meet the minimum requirements. On all submitted drawings or plans, indicate location of bedrooms. Each sleeping room must have at least one window or door with a minimum net clear opening width of 20" and a minimum net clear opening height of 24" with no less than 5.7 square feet. 07/01/2019 - 4:29pm Talyssa V:\projects\-Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\_Reference\2017 Windload Charts References\2017_d FBC WIND CHART.dwg 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10MRH 5 60' 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING WIND VELOCITY = 175 MPH BASED ON Kd = 1.0 'ASD' IS ALLOWABLE STRESS DESIGN AND SHALL MATCH SUCH LIMITING DESIGN PRESSURES ON ANY CORRESPONDING DOCUMENTS EXPOSURE 'C' NOT TO BE USED OR MATCHED WITH'LRFD' OR'ULTIMATE' DESIGN LIMITING PRESSURES MRH = MEAN ROOF HEIGHT INTERIOR ZONF__ PRESSURES 1 EXTERIOR ZON PRESSURES 1 ENCLOSED STRUCTURE, FLAT TERRAIN (SEE BELOW) INSTRUCTIONS FOR TABLE USE: Mean DESIGN PRESSURES (PSF) - Z E_4 fvlean DESIGN PRESSURES (PSF) - ZO E 5 4 1. IDENTIFY THE ZONE OF THE OPENING AS INTE NE -4) OR EXTERIOR (BUILDING CORNER, ZONE 5) PER THE 2 URE BELOW LEFT OR INFORMATION P VIDED U Roof Area of Opening (Sq - of Area of Opening (Sq Ft) 3 !^l>7 1. ANY QUESTIONABLE OPENIN - - 0 _ D TH RE CRITICAL (EXTERIOR) ZONE S. Hei ht _LO 2O 3O 4O i S4 T I 1O 4O SO V IDENTIFY THE BUILDING MEAN (AVE Er LOWEST GROUND ELEVATION. IF THE MEAN _ ROOF HEIGHT CANNOT BE IDENTIFIED, E P F HEIGHT. 51.1 -49.0 -47.7 -46. -63.1 -58.8 -56.4 -54.6 -.;,A 2.1. ALWAYS ROUND UP ROOF HE ABL E. 0 -15 ft 15 ft 2. VALID FOR ALL ROOF SLOPES F R S 0°, NGINEER FOR REDUCTIONS. +47.1 +45.0 +43.8 +42.. +47.1 +45.0 +43.8 +42.9 +4Z - 3 CALCULATE THE TRIBUTARY AREA O O IN THE GREATER OF (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) * AN EFFECTIVE - 3. - GHT 3 / 3). 53.1 -50.9 -49.6 -48.7 65. -61.1 -58.6 -S6.7 -55.3 3.1. USE THE AREA BETWEEN STRUCTURA LY- THIS INCLUDES AREAS BETWEEN STRUCTURAL 18 ft +49.0 +46.8 +45.5 +44.6 +43.8 l 18 ft +49.0 +46.8 +45.5 +44.6 +43.8 MULLS, COLUMNS, ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST 20 ft -54.3 -52.0 -50.7 -49.8 -49.1 20 ft -67.0 -62.5 -S9.9 -58.0 -56.6 (10 SQUARE FEET) SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER TRIBUTARY AREAS +50.1 +47.8 1 +46.5 +45.6 +44.8 +50.1 +47.8 +46.5 +45.6 +44.8 THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 4�. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN -56.9 -54.6 -53.2 -52.2 -51.4 -70.3 -65.5 -62.8 -60.8 -59.3 ACCORDANCE WITH CODE. 25 ft +52.5 +50.1 +48.7 +47.7 +47.0 25 ft +52.5 +50.1 +48.7 +47.7 +47.0 5. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. -59.1 -56.7 -55.2 -54.2 -53.4 73.0 -68.1 -65.2 -63.2 - GENERAL NOTES: 30 ft +54.5 +52.1 +50.6 +49.6 +48.8 30 ft +54.5 +52.1 +50.6 S ARE TO BE USED IN CONFORMANCE WITH (ASD) "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SE 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. -61,1 -58,6 -57,1 -56,0 -55,2 -75,4 -70,3 -67,4 - 5:3 IGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED. 35 ft 35 ft - T CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. +56.3 +53.8 +52.3 +51.2 +50.4 +56.3 +53.8 +52.3 1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS THAN -62.8 -60.2 -58.7 -57.6 -56.8 -77.6 -72.3 -69.3 1 -k7. ,4 E RATED LIMITING WIND VELOCITY ABOVE. RAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA. GRAPHIC FACTOR Kzt=1.0 FOR FLAT TER 40 ft +57.9 +55.3 +53.8 +52.7 +51.9 40 ft +57.9 +55.3 +53.8 + RNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 5. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. -64.4 -61.7 -60,2 -59,1 -58.2 -79,5 -74,2 -71.0 -68,8 67: HVHZ = HIGH VELOCITY HURRICANE ZONE. 45 ft +59.4 +56.7 +55.1 +54.0 +53.2 45 ft +59,4 +56.7 +55.1 +54.0 +53.2 7. THIISEDOCUMENT SS ARE FOR AA MASLLS ITEER PLAN SHEET, ND VERTICAL OT EA ONLY. TE -SPECIFIC DOCUMENT. -65.9 -63.1 -61.5 -60.4 -59.S -81.3 -75.8 -72.6 -70.4 -68.6 8• THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 50 ft +60.7 +58.0 +56,4 +55.2 +54,4 50 ft +60.7 +58.0 +56.4 +55.2 +54.4 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS LISTED. APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED -67.2L-65.6 -62.8 -61.6 -60.7 -82.9 -77.4 -74.1 -71.8 -70.0 AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF 55 ft 55 ft THE USE OF THESE TABLES IS OFFERED HEREIN. +61.9 +57.5 +56.4 +55.5 _ - +61.9 +59.2 +57.5 +56.4 +55.5 10. THIS SPECIFICATION DOES NOT OFFER ANY PRO CT- APPROVED CERTIFICATION. REFER TO ANY SEPARATELY 60 ft 68.4 63.9 62.7 - 6_Y_ .8 _ 84.5 78.8 75.5 73.1 71.3 SUBMITTED TEST CRITERIA AND OTHER APPR__OVALS INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VE - - Y N AC NCE WITH GOVERNING CODES. +63.1 +58.6 +57. +` +63.1 +60,2 +58.6 +57.4 +56.5 11. ADHERE TO ALL LOCAL IMPACT PRO A 12. NO CERTIFICATION IS OFFERED FOR, 1Ni _ STRUCTURE. �� 13. EXCEPT AS EXPRESSLY PROVIDED H E - I FICATIONS OR AFFIRMATIONS ARE INTENDED. INTERIOR ZONE04, EXTERIOR d R O EAN ROOF HEIGHT MRH EXPLAINED Ln= z Z �+ o VALID ONY FOR: a= 10% OF LEAST HORIZONTAL DIMENSION LEAST HORIZONTAL m z m O to m y O + „ 1. KMR Construction ROOF HEIGHT (MRH), WHICHEVER IS SMALLER, BUT DIMENSIO� � inby -n m O ,Ov O - < n o •-• o (A ^t ° D 2. Zip code: 33138-5488 PEAK ROOF O A < DI-O�m >-<- z" mr p THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. USE HEIGHT 5 5 -o m t7� n D 3 p to p U ih O m O, Ln z z 2 m Ln a CORNER ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER 7D m 8 o M zmv)3 O m O cT D ., r 3. Used within 14 days of FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN O 3 p Ln -4 m 0 A p D GT u�i s 3 m c m p o D permitting ROOF z N Z Z m ,a -A H F 5 4 D'"„ Cn -i -A om.. Om MEAN EAVE HEIGHT C) r- 7 cvo>zz. mAmU1 AD a a ROOF ROOF MRH) to m O z CL rn m z r m-Iy r V1 Z m m 0 Digitally signed by Gordon HEIGHT WIND, < P O R. D Ln G D rpi m= y> m m r DiBattisto IN FLOW �O'-' A m z O Z m 2 r r i to { ^.,ne&tire^�'^^eu nefem nn DN: c=US, st=Florida, (MRH) O 1 v Z 4 In 01 •• l7 = aga.m ve^ed cm: d«„ ^c I=Deerfield Beach, 1,,,HEIGHT •••• • m;o-4■ ■>D >DZ m==T"O mvw rtro corers or »is©• 1 Cy 0 0 D m Om D o=Engineering Express, ® •4 >� • • • • • O O nn 3 1 m m i m � m = z to '+ v onwo sr uro�coThns•roeft1° cn=Gordon DiBattlsto, 5 O a•• 4 C Z o z m D 0 70 m i z n r y afe e.^ b email= ordon@en ineerin a • •• • • • • N EW pnn N Om omtomCO Dn ", -red �u� s 9 O s • • • • • • • x�,, e, \ � O o (n m O m 3 D .-, p p m r^q^«a,Kr,wr.::.�.,./sh,�.u,.. 9express.com ELEVATION a ISaIV'IETRiL' • CORNERS 5 5 zmm ■ m z? n t" Z y ac m T -04'00'019.07.2410:00:33 m n -I in Ln LA H o REMARKS DRWN CHKD DAT # m o a INIT ISSUE SSS TSB 03/0�F2 6r -EH EDMO F,�ORIpA BUILDING CODE ENGINE ERING =>�m0 o m� m 3 i REV -ADJUSTED HEIGHTS GSS TSB 04/09{12 • • • • •• �(�� 'C'' °W0Q \ o� .. • • •• • • • • V a� '� ONZ 0 A REV 2014 FBC DGM TSB 06/1 • • • • • • • • • m ao I� ° zo m Ln u3 z UPDATE5,2017FBC FLB FLB 12/17 • •• • ASCE•7-10pCHAPTER 30 CORPORATE OFFICE: $ ?an ? f -.a U Aom F� m OR HELP FB FB 7/2/19 DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVE, SUITE 106 y =co D co MASTER PLAN SHEET DEERFIELD BEACH FL 33442 mwo I Ivo I xm THIS DOCUMENT IS THE PROPERTY OFHOLE ENGINEERING PAR EXPRESS, •• • i 0 UO AND SHALL NOT BE REPRODUCED IN WHOLE OR PMT WITHOUT • • • • • • (954) 354-0660 866-396-9999 m 3 >R CO o WRfTTENCONSENTOFENGINEERINGEXPRESS.ALTERATIONS, • • • ••• TEAM@ENGINEERINGEXPRESS.COM j� � 1 9 m - upm ADDITIONS,ANDINVOTHER DARIOURCERTHIS DTION. TARE NOT �•••� A ••moi 7- 1 O ENGINEERING EXPRESS. COM D < 11O m m PERMITTED AND INVALIDATE OUR CERTIFICATION. �'fi . . COUNTY ti.. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy DAB Door Company, Inc. 1.2195 NW 98" Avenue Hialeah Gardens, FL 33018 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: Hurricane Master Model 824/811 Steel Sectional Garage D4pr up to 16'-2" w/ Window Lite Option (DP +48.0,-52.0 PSF) APPROVAL DOCUMENT: Drawing No. 98-05 Rev M, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998 and last revised on OCT 03, 2017, sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, 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. NIISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model/series number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located onAe door's side track, bottom angle, or inner surface of a panel. 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 # 15-0302.01 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 Ishaq I. Chanda, P.E. MIAM 4DADE COUNTY ..or � X60 NOA No. 17-1018.11 Expiration Date: July 21, 2020 Approval Date: December 14, 2017 Page 1 -6� f• DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Drawing No. 98-05, titled 1124 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998, with last revision L dated 03/05/2015, sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 11-0414.13" 1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per FBC, TAS 202-94, of "DAB 824 Sectional Residential Garage Door" prepared by Hurricane Engineering & Testing Inc., Report No. HETI-07-4267, dated 06/29/2007, signed and sealed by Candido F. Font, P.E. 2. Test Report on Large Missile Impact Test per FBC, TAS 201-94 and Cyclic Wind Pressure Test per FBC, TAS 203-94, of "DAB 824 Sectional Residential Garage Door", prepared by Hurricane Engineering & Testing Inc., Report No. HETI-11-3206, dated 02/10/2011, signed and sealed by Candido F. Font P.E. 9 • ? • 3. Test Report on Tensile Test per ASTM E8-08 of "Sectional ResiderttWeDoor (skjn)'•,. • prepared by Hurricane Engineering & Testing Inc, Report No. HETI-jj Tj01, d%(U • • • • • ; • 01/29/2011, signed and sealed by Candido F. Font, P.E. *00:90 ...... "Submitted under NOA # 05-0217.02" 000* :06090 00 : S o 4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure -Tek? k? of "Sectional ..:..' Residential Door with Windows" prepared by Hurricane Engineering•&d?esting Ir"., Test *060:6 Report No. HETI 03-1328, dated 07/15/2003, signed and sealed by MIME. Droz-�eda, PE. •, 5. Test Report on Uniform Static Air Pressure Test, of "Sectional Resiaential7Doorl pcQ;ared b3l • • • • • Hurricane Engineering & Testing Inc., Test Report No. HETI 03-134P ,daled 0715/2003 �.... signed and sealed by Rafael E. Droz-Seda, P.E. • • ; • � • 6. Test Report on Tensile Test per ASTM E-8 of "Sectional Residential Door (skin)" prepared by Hurricane Engineering & Testing Inc, Test Report No. HETI 03-T078, dated 10/31/2003, signed and sealed by Rafael E. Droz-Seda, P.E. "Submitted under NOA # 03-0210.04" 7. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. C. CALCULATIONS "Submitted under NOA # 14-0814.08" 1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E. I haq 1. Chanda, P.E. Product Control Examiner NOA No. 17-1018.11 Expiration Date: July 21, 2020 Approval Date: December 14, 2017 E-1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Cont.) "Submitted under NOA # 09-0128.01 " 2. Anchor verification calculations prepared by AI-Farooq Corporation, complying with F.B.0 2007, dated 04/05/2011, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 09-0128.01 " 3. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 12/18/2008, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring or. 3. 11/29/2017. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, L'LC. fcir their EIPInded • • • •; • Polystyrene Block Type Insulation, approved on 11/10/2011 and expi" on 01/11=.7. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, IiLQ: fqr their • Dyplast ISO -C 1 Pol isoc anurate Insulation approved on 11/10/2011 W ex io DYP Y Y pP p.t�g tl • • • • 01/11/2017. •••• • ..... 5. Notice of Acceptance No. 10-1129.04, issued to Cellofoam North Awalioalnc, fof• - • ..:..' their Expanded Polystyrene Block Insulation, approved on 02/24/2011 at •• • • • • • • expiring on 02/24/2016. . . . . . ...... "Submitted under NOA # OS -0228.02" . •,.. 6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test Per. • ASTM G 155 of "PVC Extrusion Material", prepared by Hurricane Engineering &• • • Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by Rafael E. Droz-Seda, P.E. 7. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/2004 signed and sealed by 1. Ghia, P.E. 8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories, Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS "Submitted under NOA # 14-0814.08" 1. Statement letter of code conformance to the 5' edition (2014) FBC and no financial interest issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E. Ish q I. Chanda, P.E. Product Control Examiner NOA No. 17-1018.11 Expiration Date: July 21, 2020 Approval Date: December 14, 2017 E -2 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. 98-05 Rev M, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998 and last revised on OCT 03, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Note: This revision consist of editorial changes to comply with FBC 2017. B. CALCULATIONS 1. None C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). D. MATERIAL CERTIFICATIONS I . Notice of Acceptance No. 17-0221.06, issued to Insulfoam, LLC, for their- 000 Insulfoam Expanded Polystyrene Insulation, expiring on 11/29/2022*' . • • • • 2. Notice of Acceptance No. 16-1108.04, issued to Dyplast Products'?! f'0 --for theiY•Dyplast- • • •: • ISO -Cl Polyisocyanurate Insulation, expiring on 01/11/2022. Gee """ • 3. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North ejica Ingo fm; their • Expanded Polystyrene Block Insulation, expiring on 02/24/2021....... .... . �; • • • 4. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastits-fbr their lehapoi Sheet• • • .. Products, expiring on 07/17/2018. • . . . . ...... E. STATEMENTS• 1. Statement letter of conformance to FBC 2014 (51h Edition) and FBC 2017 (6th Edition), prepared by Al Farooq Corporation, dated 10/05/17, signed and sealed by Javad Ahmad, P.E. F. OTHER 1. This NOA revises NOA #15-0302.01, expiring 07/21/20 Ishaq 1. Chanda, P.E. Product Control Examiner NOA No. 17-1018.11 Expiration Date: July 21, 2020 Approval Date: December 14, 20I7 E -3 7-1/2' X 2-1/4' X 18 GA TOTAL if OF DOOR TOP FIXTURE 5-1/2• X 2-3/4' X 0.1' HDGMT CONSISTS OF GALV. STEEL CENTER HINGE ® W/ (4) #14 X 5/8' SMS WITHOUT DELRON SLEEVE (STD.) -'PUSH / NUT \��1 6•-9' 11 SECTION 18' 3 SECTIONS 21' STEEL PLATE WITH ONE 5/16-18 MS W/ NUT FASTENED TO END STILE WITH (6) /14 X 3/4' SELF DRILLING SCREWS OPTIONAL DOOR NEWER TO BE INSTALLED AT ANY CENTER STILE • O 7-1/2' X 3' X .071' 1= STEEL / 6 ® 1 a' !3 SECTIONS IB' 2 SECTIONS 21' SEE SHEET 4 FOR TOP BRACKETOPTIONS DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLOTODA BUILDING CODE, TAS -202, TAS -201 B TAS -203 FOR HVHZ AND END ROLLER HINGE W/ (6) 414 X 5/8'SMS I I 8-9' S SEC1KINs zl' - I 9' a SECTIONS 18" - CENTER STILES - 9'-3' S SECTIONS Ie' 1 SE.'TION 21' 8 8) WITHOUT DELRON SLEEVE (STD.) , 1 0 WITH DELRON SLEEVE (OPTIONAL) 11, 7-1/2' X 2-1/4' X .071• YA GALV. STEEL CENTER HINGE ® W/ (4) #14 X 5/8' SMS LOCK • WITH DELRON SLEEVE (OPTIONAL) 2/ DOOR CENTER HINGE i a 1' W X .15 THK. LATCH STANDARD LOCK �� r- fA SPRING LOADED SLIDE BOLT (DOTH SIDES` FASTENED W/ (4) #14 X 1/2• S.M.S. B 5/8' MIN. LOCK ENGAGEMENT CONFORMS TO SECTION 1008 REGARDING GARAGE DOORS .158 DIA. GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 7• X 3" X 0.1' STEEL PLATE WITH (4) 114 X 3/4' SELF DRILLING SCREWS BRACKET STD. LIFT DOOR /BRACKET LOW HEADROOM DOOR OPTION TOTAL if OF DOOR L' BARS AT HDGMT CONSISTS OF EACH DOOR 6'-6'2 SECTORS 18' 2 SECTIONS 21' WITH (4) /14 X 3/4' SDS 6•-9' 11 SECTION 18' 3 SECTIONS 21' 3 7' .4 SECTORS 21' - 7'-1* - 7-6' S SEC710N5 18' - T-9' 7Ai —SEMVNS 1e' 1 SECTION 21- CENTER STILE a' !3 SECTIONS IB' 2 SECTIONS 21' 8'-3' 2 s0:!Wi1S 1e• 3 SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLOTODA BUILDING CODE, TAS -202, TAS -201 B TAS -203 FOR HVHZ AND 8'_-6' 1 SECTION 1_8' 4 SECTMJNS 21• 8-9' S SEC1KINs zl' - DOOR 9' a SECTIONS 18" - OUTSIDE 9'-3' S SECTIONS Ie' 1 SE.'TION 21' 4 9.-6;_4 SECTIONS 18' 2 SECTIONS 21' 11FW__11 9'-9' 3 SECTIONS 18' 3 SECTIONS 21' DAB DOORS INC. 0 2 SECTIONS Ie• 4 SE_ --TIONS 21- 10`-3" 1 SECTION 18' 15 SECTIOMS 21' 6 SECTIONS 21' - BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 6 SECTIONS 18' 1 SECTION 21' 5 SECTIONS 18' 2 SECTIONS 21• 4 SECTIONS 18' 3 SECTIONS 21' 2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 3 SECTIONS 18' 4 SECTIONS 21' 2 SECTIONS 18' 5 SECTIONS 21' E12-3' S 1 SECTIONS 18' 6 SECTIONS 21- _37 SECTIONS 21' -_ 6 SECTIONS 18 2 9EQTION$ 21' S SECTIONS 18 3 SECTIONS 21' MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 13• 4 SFCTY*q 1e 4 sECT10NS 21' 13'-3' 3 SECTIONS 16' 5 SECTIONS 21' 3. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCI10RS INTO WOOD ONLY. 4 MATERIALS 13'-6' 2 SECTIONS 16' 6 SECTIONS 21' EIFM-:jl 13'-9• 1 SECTION 18' 7 SECTIONS 21' ON 14' a SEC110K5 21' - REO111REMENTS OF THE 2014/2017 FLAFBDA BLDG. CODE & ADOPTED STANDARD! 14_-3' 8 SECTIONS 16' 3 SECTIONS 21' 14•-6' S SECTIONS 18. 4 SECTIONS 21' 14•-9' 4 SECTIONS 18' 5 SECTIONS 21' 6 IT 3 SECTIONS 18' 6 SECTIONS 21' 15'-3' 2 SECTIONS 18' 7 SECTIONS 21' An 15'-8' 1 SECTION 18' B SECTIONS 21' OPTIONAL 1S'-9' 9 SECTIONS 21' - 16' 16 SECTIONS 18' 4 SECTIONS 21' /BRACKET LOW HEADROOM DOOR OPTION L7-7/8' X 3-1/8' X .010' OPTIONAL DNFLUSH FACE L , q L (3) 5' WIDE AT 7' O.C. MAX. IBM 1 1. m I m 1. NOT TO I I m mi -M WITH (4) /14 X 3/4' SDS OPNG. AREA EXCEED CEED 120 SQ. IN. MAX. DOOR WIDTH rmjA-191 16'-2• CENTER STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT INSIDE ELEVATION DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLOTODA BUILDING CODE, TAS -202, TAS -201 B TAS -203 FOR HVHZ AND II 101 DOOR ASTM E11386-05/ASTMGENERAL OUTSIDE END STILE 11 11FW__11 DAB DOORS INC. 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDMON)/2017 (STH EDITION) FLORIDA Hurricane Master® Model 824/811 BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). LOCK BAA GUIDES Max. Size 16'-2" X 16'-0' High 2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS INSTALLED ON END STILE With Window Lite Option I V, o I I MFW_ Ily WITH (4) i14 X 5/8' SMS MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Q .18T X .6W LOCK BAR DESIGN PRESSURE RATING = + 48.0 PSF 3. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCI10RS INTO WOOD ONLY. 4 MATERIALS ENGAGES EIFM-:jl INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WTM OTMQi DISSIWIAR MATERIALS SHALL MEET THE ON EACH SIDE OF DOOR CENTER SOLES SCHEDULE 'A' REO111REMENTS OF THE 2014/2017 FLAFBDA BLDG. CODE & ADOPTED STANDARD! OUTSIDE KEYED LOCK CENTER STILES CONFIGURATION V It, mi. I ODOR WOWS / OF CENTER STILES An FOR A SITE SPECIFIC PROJECT. i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OPTIONAL B _0_TO 9 -10 2 OF RUCE THIS PRODUCT AND SFALNG AROUND OPENING FOR RIR LOCK BAR LOCKING SHOWN '`�_ 10'-0 ' TO 11'-10' 2 L7-7/8' X 3-1/8' X .010' OPTIONAL DNFLUSH FACE L , q L (3) 5' WIDE AT 7' O.C. MAX. STEEL PLATE NOT TO WO G WOOD GRAIN DESIGN WITH (4) /14 X 3/4' SDS OPNG. AREA EXCEED CEED 120 SQ. IN. MAX. DOOR WIDTH --mill 16'-2• CENTER STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT INSIDE ELEVATION DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLOTODA BUILDING CODE, TAS -202, TAS -201 B TAS -203 FOR HVHZ AND RAISED PANEL EMBOSSED DOOR ASTM E11386-05/ASTMGENERAL OUTSIDE END STILE NOTES HANDLE DAB DOORS INC. 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDMON)/2017 (STH EDITION) FLORIDA Hurricane Master® Model 824/811 BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). LOCK BAA GUIDES Max. Size 16'-2" X 16'-0' High 2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS INSTALLED ON END STILE With Window Lite Option AND INSTALLED PER MANUrS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE o WITH (4) i14 X 5/8' SMS MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Q .18T X .6W LOCK BAR DESIGN PRESSURE RATING = + 48.0 PSF 3. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCI10RS INTO WOOD ONLY. 4 MATERIALS ENGAGES IN TRACK —' 5? -0 PSF ` INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WTM OTMQi DISSIWIAR MATERIALS SHALL MEET THE ON EACH SIDE OF DOOR CENTER SOLES SCHEDULE 'A' REO111REMENTS OF THE 2014/2017 FLAFBDA BLDG. CODE & ADOPTED STANDARD! OUTSIDE KEYED LOCK CENTER STILES CONFIGURATION 5. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION ODOR WOWS / OF CENTER STILES FOR A SITE SPECIFIC PROJECT. i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OPTIONAL B _0_TO 9 -10 2 OF RUCE THIS PRODUCT AND SFALNG AROUND OPENING FOR RIR LOCK BAR LOCKING SHOWN '`�_ 10'-0 ' TO 11'-10' 2 WATER INFILTRATION SI ION RE95TAVCE ETC. S CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, ALTERNATE TO m 12'-0' TO 13•-10' 3 AND TO BE RENEWED BY BU9DING OFFICIAL. SPRING LOADED SLIDE BOLT8'-0• I TO 9'-10' I • • *00 1 -0•TO 170' • • 4 • • fi. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION LOCKS SHOWN ABOVE r, _ DOOR WIDTHS • • IT -1P T 16 ' • • y IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. I�wIltlCi�GYC(� • • • • • • • LABELING TO COMPLY WITH SECTION 1709.9.2. till T ♦I I�T�/qqq/��/,7' %14 X SELF DRWNG SCREWS �� !�?7�7� BE3/4' USED IN UEU OF /14 X 5/8SYS �� y;• VGEN$F'••, AMq•1ue N• 1 /0/1 ) Ct�MR1Y•DtNrT r� 10'-0' TO`11'-10' DOOR WIDTHS 1 IP 14'-0' TO 15'-10' DOOR•.urmS _J - 7 • • • •\• • • • • • • Caetnl 4 _ • L,/G-t', 63, 7-1 -1 �O-• S TE OF •af/�� REFER TO SHEET 2 I 12'-0' TO 13'-10' -. 15 2' i FOR U -BAR PLACEMENT DOOR WIDTHS DOOR WIDTHS 11�`` • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • rowing no. 98-05 SCEIION 1 ____ � �M� I SCOTON 8 SCEnON 8 SCEnON 3 SCErION 7 SCEnON 7 aID SCETION 6 0 f SCETION 2 SCETION 6 f LLI � SCEWN s SCE110N 1 SCETION 5 O ` n0 CI 0 w l� 4 SECTION DOOR HE]GNT RANGE W-6' M 7'-0' SCETION 4 I SCETION 4 — d �jj µW1 fid! M G t LL (3) U-BARs SCEfgN 3 $CETION 3 m - r f �2: —_ SCEnON 2 , SCETM 2 a g Q IL 0F SCETION 5 SCErgN 5 Tl SCETION I sCEnON 1 Q W (L S m O TT SLEl10N 4 Qw��n B SECTION DOOR 8 SECTION DOOR scEnoN a — SCEWN ] 5Tk1pN } HEIGHT RANGE 12'-8' TO 1S-3' (5) U -BAITS HOGNr RANGE 13'-6' TO 14'-0' (6) U -BANS ..I 0 e0 Q J _ Q W Oml rC SCEWN 2 I SCEnON 2 SCETION 9 SCEWN t SCETgN 1 I SCEnON 6 G2 n 5 SECTION DOOR HOGHT RANGE 7'-6' TO 8'-0' �5'SECTTONDOOR�c3$5 lIExHT RANGE 8'-1' TO 8'-9j SCEnON 7 b (3) U -OARS (4) U -BARS 3 U n SCETION e H7 0 � M 4 $CE710N 6 SCETION 6 scum 5 J C > O Q E i N a L - - SCETON 4 p E C SCETION 3 SCETION 5 SCETION 3 o O U O I 0 3 o r SCETgN a I SCEr10N 4 _ J 0 Z U SCEiION 2 Q t SCETION 3 I SCErgN 1 •• m SCE ON 1 Q N SCETON 2 SCOpN 2 - r —� SCENON 1 SCETON 1 9 SECTION DOOR HEIGHT RANGE 14'-3' ro is' -9' (6) U -SARs 6 SECTION DOOR 6 SECTION DOOR i HER:FR RANGE IB_-�O 10'-3' FEIGHT RANGE 110'-6' () BARS SCEMN 10 I y r !`RODUCt REVXM o a R SCETION 9 y�Pli'VL a'lli b! Fbdk. - W � � SCETION a A �m N. 17-019- 7 (-� 19 - 0 a SCETION 7 I Htp4M6. 4ee / ai � � S=ON 8 sCET10N 7 k /S�.' • L N SCETM 6C - N SCE110N 5 • • • • • • • O ^ o » g d o SCETON 3 • • • • • •�'�ON• • • • • �� 1'w .:.�,• /// m •I SGEnON 2 SCETION 3 jp:•' VGENyF''.• i u - D5B2 SCETION 1 • • • • • WEIM 6? • • • ; i7 - - • ••SO:IDN 1• 7 SECTION DOOR • • • • • • • • • • - 0'•, OF ' (yam` drawingo no. PI 10'-9' TO 12'-3' (5) � (s) �_ • • • • 70 �ECIlONO00R HEIC(6) RANGE16•-0• �E/'f• ORION.HE1A7T • .....�RI. •• a3� Zai $ moi/ S ` S�Q�AL sheet Q Of 6 U-B AIn \\t' ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • V O 16 GA. X 2-1/4" X 3/4' X 2' GALV. STEEL U.BAR REINFORCING TRUSS 6 BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO #14 X 5/8" S.M.S. AND TO END STILE W/ FOUR /14 X 3/4" SELF DRILLING S. 1/2" X 1-3/4 X 16 GA. OPEN TUBE 0 TOP & BOTTOM OF EACH PANEL Q 1ST SECTION (BOTTOM) REINFORCING STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16• X 1-5/8" LAG SCREW (FULLY THREADED), HEX WASHER HEAD -TYPE A `_ SOUTHERN PINE 0.55• S.G. /� i 1.9" X 2.19" X 3.X..090' STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING STEEL TRACK 14 GA X 2-1/8' X 1" (STANDARD) 12 GA X 3-5/16' X 1-1/2" (OPTIONAL) FASTENED TO TRACK PLATES W/ 1/4-20 X 5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT USE REINFORCING 'U' BAR AT TOP SECTION ONLY AT 16 G4 X 2-1/4" X 3/4" X 2" FOUR SECTION DOORS GALV. STEEL U.BAR REINFORCING TRUSS i I TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES M W/ TWO IT 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR 1 14 X 3/4' SELF DRILLING SCR. 24 CA S FLAPS BENT OVER PANEL 1/2' PUNCHED HOLES ® 4 O.C. 6 ff� 3/16" POP RIVETS1 AT 4" O.C. (6) FOR 21" STILES (5) FOR 18- STILES 16 GA X 2-1/4' X 3/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO 1i 14 X 5/8' S.M.S. AND TO END STILE ENO STILE W/ FOUR # 14 X 3/4" SELS DRILLING SCR. .024' STL PANEL INTERMEDIATE SECTIONS TOP SECTION OUTSIDE of DOD REINFORCING OPTIONAL STOP MOULDING BY DOOR INSTALLER 114 X 5/8' SMS 6 PER HINGE 1/2" X 1-3/4' X .058" FORMED STEEL F -GLUED TO PANEL AND SECURED TO END STILE WITH (4) 3/16" POP RIVETS 1-7/8" X 2-5/8" X .049' STEEL �CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS POP RIVETS 14 X 5/8" S.M.S. r 4/ HINGE t • • • • • • • • • • • c 7-1/2' X .050"� INTERIOR SIDE 7-1/2" X .071'J �=3 3/4" X 2' X 2-1/2" X .049" STEEL END ROLLER RII•G! • • `-r END STILE, CONNECT TO PANELS WITH • • FLAPS AND (5) OR (6) 3/16' ALUM RIVETS PUSHNUT SEE DETAIL ABOVE q.820 OIP. K .50" STEED ROLL•RS {STD.) ON ROLLER SHAFT SOLID BRASS DOOR VIEWER *82" TWO X .51P NYLON IALLLRS 4DPAONAL) BY 'SCHLAGE SECURITY HARDWARE' EDGE - DISTANCE INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE SECTION POSITIONED AT EYE LEVEL e• �iT3/16j� PROBUC t R01fb'm mumpl�i��whi qe /M•YB Amp,—a. Nr - (O Aettpmem 1 13pira1ls•DNe 2 • • • • • • • • • • • c 7-1/2' X .050"� INTERIOR SIDE 7-1/2" X .071'J GALV. STEEL • • • • • END ROLLER RII•G! • • `-r CENTER HINGE • • • • • • • • PUSHNUT •• • q.820 OIP. K .50" STEED ROLL•RS {STD.) ON ROLLER SHAFT • • • • • *82" TWO X .51P NYLON IALLLRS 4DPAONAL) .LED • • • 2.75' eQ X .A"•STEEL RtUARS (OP11oNAL) 2.75'•d[A X .Sd' NYLON ROM -ERS (0*TIONAL) SECTION B -B WITH 5" STEM ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/8" POWER -BOLT BY 'POWERS t 2" MIN. EMBED INTO CONC. 2' MIN. EDGE DIST. w1me 814- o" Cd•6 ONE PER BRACKET SEE SHEET 3 FOR BRACKET SPACING v. pD. AH 1 NUf0 SS BOLT 6 0592 �- OF /� RiDN..•" \ �� mV. Z m i00i. - 0 A W 0 t3 Or¢z,!,E o 0 d O G ..i 0-0L1 1 Q2InO m • w=LL LL Z N - o Ji02 n ma W Q wmf r Tawing no. 98-05 POP RIVETS 2-3/4• X 5-1/2" X 3' X .104• GALV. STEEL TOP ROLLER BRACKET ON EACH SIDE FASTENED W/ (6) / 14 X 5/8' S.M.S. - - 090 THK. GALV. STEEL ADJUSTABLE _SLIDE FASTENED TO BRACKET - - W/ 5/16-18 X 3/4' HEX HEAD M. SCREWS & NUTS. 5/16" X 1-5/8" LAG SCREWS INTO WOOD OR 5/16' SLEEVE ANCHORS WITH 1-1/4' EMBED INTO MASONRY' 3 PER BRACKET 2-1/2• X 4-1/4" X 13 GA STEEL PLATES WELDED TO 1-1/2' X 1-1/2' X 14 GA. ANGLE FASTENED TO TRACK WfTH (4) 1/4-20 SS. BOLT & NUTS TOP BRACKET (STANDARD) TOP BRACKET (OPTIONAL) LOW HEADROOM DOOR HORIZONTAL REINFORCEMENT 1/2' X 1-3/4• X .058' FORMED STEEL 'GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH 2" X 5-1/2• X .104• (2) 3/16' POP RIVETS GALV. STEEL FASTENED W/ (4) 14 X 5/8" S.M.S. TOPP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT 1/2' X 1-3/4' X .058' FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16• POP RIVETS -5/16' MEETING RIB 1.82" DIA X .50' STEEL ROLLERS �W/ .44 DIA X 5' STEM OPOONAL INSULATIONS: _ _ BY 'OYPVST PRODII .TS I /" ISO -25 POLY-ISOCYANURATE DENSITY = 2.0 PCF N.OA J16-1108.04 OR �� BY 'CFLLOFOAM NORTH AMERICA' DENSITY = 1.03 PCF N.OA t15-1203.04 - OR BY 'INSULFOAM LLC' DENSITY = 0.92 PCF N.OA 117-0221.06 BOTTOM SEAL OPTIONS SEE SHEET 5 SECTION A -A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES 1 •=SECTIONS -ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. p ORIZZ. TRACK SUPPORT, 14 GA. GALV. STEEL TRACK 1-1/2' X 1/2' X 1/8' HORIZ. ANGLE BRACKET • SECTION HEIGHTS I 14 GA GALV. STEEL ROLLER HINGES FASTENED FOR DOOR HEIGHTS 7 FT. W/ (6) j 14 X 5/8" SMS WRHOUT INSULATION OR WINDOWS, WI - - MIN. .024• ROLL FORMED STEEL PANEL 2' X 2- X 1/8' HORIZ. ANGLE U DRAWING QUALITY G-40 FOR DOOR HEIGHTS ABOVE 7 FT. OR m MIN. YIELD STRENGTH - 39 KSI DOORS WITH INSULATION OR WINDOWS WITH PRIMER AND BAKED -ON /I SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1-1/2' 0 u p POLYSTER PAINTED TOP COAT i 34" APPLIED TO BOTH SIDES OF STEEL o. - 12 GA GALV. STEEL W/ 3/8-16 % 3/4' BOLT & NUT O 0 - BOTTOM BRACKET FASTENED AND TO SPRING SHAFT GUIDE WITH O qq m / W/ (4) # 14 X 5/8" SMS BOTTOM SEAL OPTIONS SEE SHEET 5 SECTION A -A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES 1 •=SECTIONS -ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. p ORIZZ. TRACK SUPPORT, 14 GA. GALV. STEEL TRACK 1-1/2' X 1/2' X 1/8' HORIZ. ANGLE BRACKET • SECTION HEIGHTS I BRA FOR DOOR HEIGHTS 7 FT. HEIGHT WRHOUT INSULATION OR WINDOWS, WI 83 OI 2' X 2- X 1/8' HORIZ. ANGLE U i FOR DOOR HEIGHTS ABOVE 7 FT. OR m 23" DOORS WITH INSULATION OR WINDOWS Z m /I SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1-1/2' 0 u p 21"118• 18' 21' N/A 1" TO 2" 11-3/4' FIRSTAT 3' D.C., REST AT 9' O.C. 34" 45' 56" CONNECTED TO FLAG BRACKET ANGLE - T-0" W/ 3/8-16 % 3/4' BOLT & NUT O 0 - 34 AND TO SPRING SHAFT GUIDE WITH O qq m - (2) 1/4-20 % 5/0' BOLT & NUT 4 w 23" 34" 45• 56' 67" 78-1/4' 08 M, 11-3/4" I 34' 45. 56" 67" /V�yy°im V 0-m p VERTICAL TRACK D a o o w 2-1/8" X 1" X .080' 0 y U SECTION A -A rc 2 0 {L Z 5) 0 m C Q w m P '•. PLACEMENTS Ba BS 86 B7 B8 DOOR • SECTION HEIGHTS I BRA HEIGHT 1ST ,2ND 3RD 4TH 5TH B1 82 83 6'-0' 18' 18' 18' 18' N/A 1" TO 2" 11-3/4" 23" 34 45' 56• 67" - 6'-6' 21"118• 18' 21' N/A 1" TO 2" 11-3/4' 23" 34" 45' 56" 67" - T-0" 21"121" 21" 21" N/A i' TO 2" 11-3/4" 23" 34 45' 56' 67' - .�-6_ 18: 18' 18' 16" 18. 1" TO 2" 11-3/4' 23" 34" 45• 56' 67" 78-1/4' 11-3/4" 23' 34' 45. 56" 67" 78-1/4' 1.9" X 2.19• X 3.3' X .090' STEEL TRACK BRACKETS 2-3/16" HIGH CONNECTED TO TRACK WITH 0) 1/4' BOLTS & NUTS. • • • • • • • • • • • •• ••• •• • • • •• •• ••• • ••• •• • •• • • • • •• • • . . . . .. . . . . . . . . .. . .. . . . . ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • PRODuc r REvrsW as 9 Wifi the norib AmgM.a No 1% �Q �J(• f ria , . •<u�T ea,n� I I �I I HIGH LIFT STANDARD LIFT LOW HEADROOM DOUBLE TRACK AVAILABLE TRACK OPTIONS Oct-. 03/ 2-01.7 a n n 0 c p v � o C� (n d ¢ 11 E- 0 CO o o Ctcv 3 o N `00Zc5 DO rn W m N SNS 1= n _ i I s Y a J drawing 98-05 Z 1-1/2' MIN. E DIST. oin m 8� w WOOD BUCK- fid 3/4' o REVERSE REINFORCEMENT � � • v n cm 1/2" X 1-3/4" X .058' A4tLylYte lV•.,-T_,arN•i( TO STEEL /B X 1" TO CONCRETE AND FILLED BLOCK FORMEDSTEEL Illi SELF DRIWNG SCREWS OR o0 n is X1'3/16' W 4j c o 'RIVED' STEEL RIVETSSELF DRIWNG SCREWSMULTIGRIP • • • • y W � �w W/ DOME HEAD ANCHOR SPACING 3/18" 'RIVED' STEEL RIVETS Z 09 3 8' CONFLEX BY 'ELCO' FILLED BLDCK 2' 8' 3-3 $ AT 48" O.C. U n O Z 0 <�`+ 0r o 0, y m 4 MULTIGRIP W/ DOME HEAD 3 8' POWER -BOLT BY 'POWERS' CON.. 2' 8' 2' 3/8- SLEEVE -ALL BY SIMPSONS' CONC. 1-1/2'1 B' 1 3" REINFO4.RCEMENT C-90 GROUT FILLED BLOCK f'm = 2000 PSI MW./ p d o 1/2' X 1 C WW 1/4" DIA LAG SCREWS 1 1/4• DIA. LAG SCREWS FORMED STEEL O O tNv I IR W H2O� AT 6" FROM ENDS BU I AT 6' FROM ENDSIm AND 11' O.C. MAX. AND 11' O.C. MAX. I •- C t1 y r I D LIU W'STRIPALUMIINNUM D4i kc •• ••• • ••t •• ! STEEL W'STRIP ADAPTER Q& F, Q 8 O O drawing no. :0.• • • • • • • • • �"t" 03 Z01-7 �® '•, aF •�� RUBBER W'STRIPPING RUBBER WSTRIPPING Z O n Q Wz LL N .224 .534 .700 j'.040 .348 t_ o J m ¢ J Q w Off+ f OPTION 'A\�-� OPTION 'B' \Uf WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG -0.55 MIN.) THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. WOOD BUCK CONNECTION TO MASONRY PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH i/4' ULTRACON BY 'ELCO' WITH SPACING OF 12. O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4' MIN. EMBED 9' O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 2-1/2' MIN. EDGE DISTANCE 1/4' TAPPER BY 'POWERS' WITH SPACING OF 8" O.C. INTO GROUT FILLED BLOCK WALL, WfTH 1-1/2' MIN. EMBED 9. O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 3" MIN. EDGE DISTANCE 3/8' CONFLIX BY 'ELCO' OR 3/8" LOT BY 'TTW' WITH SPACING OF 5/16" X 1 -5/8 - LAG SCREWS AT 11' O.C. V — S. --moi T 1.790—T-7 STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 5/16' DIA BOLTS WITH WASHER & NUT AT 12' O.C. MAX. PRODUcrR&VOW o REVERSE BOTTOM SEAL OPTIONS IN cwq*yift With at no&Em" � � • v n cm A4tLylYte lV•.,-T_,arN•i( TO STEEL N M TO CONCRETE AND FILLED BLOCK m 0 o0 n WAV' fl4ae, .�dma canNwt W 4j c o rt a • • • • y W � �w 4i � W C L, d Q I+ p .0 c o ANCHOR SPACING ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 3 8' LC SLEEVE BY 'HILTI' CONC. _ 1_1 4 8' 2" 3 8' CONFLEX BY 'ELCO' FILLED BLDCK 2' 8' 3-3 $ o U n O Z 0 <�`+ 0r o 0, y m 4 3 8' DYNABOLT BY 'ffW' CONC. 1-1 2 B" 3" 3 8' POWER -BOLT BY 'POWERS' CON.. 2' 8' 2' 3/8- SLEEVE -ALL BY SIMPSONS' CONC. 1-1/2'1 B' 1 3" CONCRETE f'c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK f'm = 2000 PSI MW./ N v 1-1/4' X 2-1/2" X 14 GA 1-1/z"rC ONI. STEEL ANGLE t�i/2' o 12 CA GALV. STEEL - FIAT BRACKETS t3• LONG . X 14 GA AT 12" O.C. IN DOOR OPNC. FILLET WELDS GALT. STEEL TRACK AT 12' O.C. MAX. AT 1 O.C. ABOVE DOOR OPNG. )ED TO TRACK PLATES CONNECTED W1 (2CTED TO CONT. ANGLE W/ (2) 1/4-20X5/8" TRUSS HD. W/ (3) SPOT WELDS AT EACH SIDE SLOTTED M.S. & LOCK NUT 21' O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2' MIN. EMBED CONTINUOUS ANGLE TRACK 3" MIN. EDGE DISTANCE TO W000 BUCK 3/8' HLC SLEEVE BY 'HILn' WITH SPACING OF S. O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4' MIN. EMBED. 4' MIN. EDGE DIST. 11' O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4' MIN. EMBED AND 2-1/2' INTO EDGE DISTANCE PREPARATION OF JAMBS BY OTHERS FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED BY DOOR SYSTEM. FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY BUILDING OFFICIAL UPON INSPECTION. MAXIMUM EXTERIOR(+) LOAD PER JAMB = (16.17' X 48 PSF)/2 = 388 lbs per FL. MAXIMUM INTERIOR(-) LOAD PER JAMB = (16.17' X 70 PSF)/2 = 420.4 Lbs per FE ••• • • • • ••• • • • • • • • • • • • • REVERSE TRACK COMINUOUS ANGLE TRACK � • v n TO STEEL TO CONCRETE AND FILLED BLOCK m •• ••• • • • • • •• • • • • • • • • • • • • RLTLRN}A TRACK INSTALLATION `\Ltt11{111ITf Y77 o '.. 1jGENSF ••. o .70592 - I •- LIU 11i D4i kc •• ••• • ••t •• ! Q'' O drawing no. :0.• • • • • • • • • �"t" 03 Z01-7 �® '•, aF •�� Yf IT 11111111\� ,sheet cJ o1 B ••• • • • • ••• • • • • • • • • • • • • F�-�i-U *PLASTIC COMPLIES WITH .500 .250 DOOR PANEL CHAPTER 26 OF FBC I 24 GA. (.024) STEEL MIN. SEE EVIDENCE PAGEao Z mp 0 1.765 1.72s Q 2 7/16' DIA WASHER 0 Ory 1:" 1.144 IL N 0 C w ��HN #8 X 3/4' SMS 21 3/4' I o Z 1 1 O • 3/8' FROM ENDS MAX. ,176 b—,800 d 'o, AND 7" O.C. MAX. WDW. WIDTH 0 a p ~ _ * EXTERIOR FRAME * INTERIOR FRAME 0 II 18 1/8RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION 1I00 N (4) #8 X 3/4' SMS a x o MAX. Q W n n O 1-3/8' FROM ENDS \ `� -i LL Z O_ Illi II �I AND 6-1/2" O.C. MAX. w 3 N o D.L.O. J Z Q w 0 C o .175 X .062 DEEP GROOVE II Nol III IIII 1/4' POLYCARBONATE Lt7(AN I BY 'SABIC INNOVATIVE PLASTICS' w - O 0 o . I i NOA 115-0915.08 E 0 `i QI W IIII , - U 'O I n IIII % � y. j m Ol y ao I I Il .175 X .062 DEEP LA % El /j ! G m GROOVE I!I r l a iji (4) #8 X.3/4' SMS INSIDE ELEVATION rtilrREvan a l I j l I �� • t-3/8' FROM ENDS AND 6-t 2 D.C.MAX.RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS �Pb*-s wtu Ill ndk w o I III / O Be1�rt6 tTNe _ R i I C WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION O I #8 X 3/4" SMS m Ns 17^ IOL • 3/8" FROM ENDS 175 X .062 DEEP t�✓�• ate` 3 V ta�z 4 Z� .. Y i 1 I AND 4-1/2' O.C. MAX. GROOVE rwd- #B X 3/4' SMS • •� • I • • • 3/8" FROM ENDS 1--��•_� • • • \1`t 1111 ti fl/Ii,i AND 7" O.C. MAX. •- !�--•-� • • • • • d J� R#{,q, _ /i, m �-==ter __•_ _-a_.r-xa�.--__=-``'• •voP14� 'V 7/16' DIA WASHER r 0 70592 I a a DOOR PANEL • • • • • • • •- 24 GA (.024) STEEL MIN. • • • • • 000 E WERIDR e 0 DOOR PANEL • • • 1f/11; MIN • • •.L SPG. ®• .• IE OF Q(/� drawing no. 24 GA (.024) STEEL MIN. • • GIA�II� & • • • • • QG't. i'3 2-0,14 Ai - RCDP.•'• �� .• .. -Ak.• ••WINDovt LFi ' AS ... `�i. 98-05 /it Ill1111 sheet 6of 6 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • MIAM1•DADE nc 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(7186)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy ES Windows, LLC 3550 NW, 49'h 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 assssibed-herein designed to .comply with the Florida Building elocity Hurricane Zone. DESCRIPTION: Series "EL300" Aluminum Outswing Door - L.M.I. t1tled "ES-EL300 Alurninum Outswing Door (L.M.I.)", sheets 1 through 12 of 12, dated 06/20/17, with revision A dated 07/21/17, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE DYIPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barangnilla, 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, adverti.sir_-g 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 MOA. ADVERTISEN,IENT: The NOA number ,preced6&,,by,,the words Miami -Dade County, ��rIorida, and followed by the expiration date may be displayed'' p"'advertising literature: If any portion; of Oe NOA is displayed, then it shall be done in its entirety. �� - ` ;' ✓ �` - INSPECTION: A copy of this entire NOA sti 11 b provided to 'the user°- yti the -manufacturer or its distributors and shall be available for inspection at the job site at the,'reqUest bf thus.Buiidina Official. This NOA consists of this page I and evidence pagesY,?T and'E :2',,�as,w•ell as approval document mentioned y ,,1 above. ��.a`� •� �'1 The submitted documentation was reviewed by Jorge M.,PlaseAfZ-1 V.E. \i�R'� \ ' ` NOA N 16 0617 n3 o. - /? j Expiration Date: January 04, 2023 X2(7,02011 Approval Data: January 04, 2018 /// Page 1 O bZC `n �,2 4 '4h fir c aey �O P .7110 c p! ear 4'4't �� rhe0r rhe c01710 6 mit° of�� '`Of' Of r�, 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 0 -at -swing Door (L.M.L)", sheets I through 12 of 12, dated 06/20/17, with revision A dated 07/21117, 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 203-94 along with mark -ed -up drawings and installation diagram. of an aiaminurn 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 Clariftca: ion issued on 08/0'3/17, signed and sealed by Constantin Bortes, P..... 0009 • • • • • • .... ....% C. CALCULATIONS ...;.. • I. Anchor verification calculations and structural analysis, comp�6ijig with F.BC-Stn ;....; Edition (2014) and FBC-6th Edition (2017), dated 06/19/17, ptepared by,%I' 'arooq• Corporation, signed and sealed by Javad Ahmad, P.E. ...... .... •;•• ..... 00 2. Glazing complies with ASTM E1300-09. . . . . ...... D. QUALITYA SSLRAlNI CE Goo• • • • • i. Mfiami-Dade Department of Regulatory and. Economic ResoureeS (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 Interlavers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0915.11 issued to Kuraray America, Inc. for their "Sentry GlasC (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 "Safiex Clear and Color Glass Interlavers'' dated 09/07/17, expiring on 05/21!21. 4. Notice of Acceptance No. 17-0712.03 issued'to Eastman Chemical Co. (]NLA,) for their "Saflex CP — Saflex and Saflex IIP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11 /18. �,- rge M. Plasencia, P.E. Produe Control Unit Supervisor NOA No. 16-0617.03 Expiration Date: January 04, 2023 Approval Date: January 04, 2018 E -i ES Windows, LLC ANCE: F. STATEMENTS 1. Statement letter of conformance, to FBC-5"' Edition (2014) and FBC-61 Edition (2017) and of no financial interest dated 07/25/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Distributor Agreement, signed by Carlos Garcia and by Evelyn Daes_ 3. c o. - SW -17-008, issued by Blackwater Testing, Inc., dated 061115/17, signed and sealed by Dennis Duffy, CEO. 4. Proposal No. 16-1477 issued by the Product Control Section, dated 11/2.3/16, signed by Ishaq Chanda, P.E. G. OTHERS 1. None. E-2 --y Jorge M Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 16-0617.03 Expiration Date: January- 04, 2023 Approval Date: January 04, 2018 0000 0060.0 .. . . .. 6 0 0 6 0000.. 6666 .666.6 0000.. .00000 0000 00 0000.. 0000 . 6 6 6 6. 66666. 6660 66666 6. 6• •• 6 666666 0000.. . a . . . 0 ....0. 0000.. 0 6 . 0 0000.00 0 0 00. 6 --y Jorge M Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 16-0617.03 Expiration Date: January- 04, 2023 Approval Date: January 04, 2018 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IM?ACT. SHUTTERS ARE NOT REQUIRED. ES—EL300 ALUMINUM OUTSWING_ENTRANCE DOOR •. ... . ... ... . . .. .. . . . . . . . . . . . . . ... . . . . .. . APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WTHOUT SIDELTTES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 B 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-COMPRFSSIBLE. 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 SAFET" 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 RENEWED BY BUILDING OFFICIAL. 11 II It, II SQUARE BEAD OPTION r.. . 1/19" HERT STREN'DP:MS • • .090" Interlayer Troslfol PVB • By. Kuraray Americo, In • tnr.y.. • • • 8 t ui l Americo, in O • • 0" Aterldyls• • • Soflex Clear And Color Gass By 'Eastman Chemical Co.' OR .075' Interlayer So"ex CPan Lh PET Core By 'EoslmChemical Co.' 3/16" HEAT STREN'D. GLASS SILICONE DOW CORNING 985 DOW CORNING 795 DOW CORNING 2400 GLASS TYPE 'A' 7/16- OVERALL LAM. GLASS INSTRUCTIONS: USE CFARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WINO ZONE USING APPUCABLE ASCE 7 STANDARD. STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE SHEET 2. STEP 3 FOR SIDFLRE PANEL (D) CAPACITY SEE SHAT 3. STEP 4 FOR SIDEUTTE COMBINATION WITH DOOR SEE MULLION CAPACITY CHART ON SHEET 4. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 STEP 5 AND 4 SHALL APPLY TO ENTIRE SYSTEM. HEAT STREN'D. GLASS 3/8" AIR SPACE �J3/16" C NM1 3/16" HEAT STREN'O. GLASS 0 n N 090" Interlayer Troslfol PVB �epn7i BR 'Kumray America, Inc.' OO .090" Interlayer SentryGlos d y�y�IL•' By Kuroroy America, Inc.' C .090' Intulcyer O I II Ely 'Eaelman Chemical Co.' o ( .075" Interfayer o APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WTHOUT SIDELTTES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 B 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-COMPRFSSIBLE. 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 SAFET" 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 RENEWED BY BUILDING OFFICIAL. 11 II It, II SQUARE BEAD OPTION r.. . 1/19" HERT STREN'DP:MS • • .090" Interlayer Troslfol PVB • By. Kuraray Americo, In • tnr.y.. • • • 8 t ui l Americo, in O • • 0" Aterldyls• • • Soflex Clear And Color Gass By 'Eastman Chemical Co.' OR .075' Interlayer So"ex CPan Lh PET Core By 'EoslmChemical Co.' 3/16" HEAT STREN'D. GLASS SILICONE DOW CORNING 985 DOW CORNING 795 DOW CORNING 2400 GLASS TYPE 'A' 7/16- OVERALL LAM. GLASS INSTRUCTIONS: USE CFARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WINO ZONE USING APPUCABLE ASCE 7 STANDARD. STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE SHEET 2. STEP 3 FOR SIDFLRE PANEL (D) CAPACITY SEE SHAT 3. STEP 4 FOR SIDEUTTE COMBINATION WITH DOOR SEE MULLION CAPACITY CHART ON SHEET 4. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 STEP 5 AND 4 SHALL APPLY TO ENTIRE SYSTEM. 3/8" AIR SPACE CONSISTING OF• SPACER: 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'UNGERMAYN GMBH' AROUND THE PERIMETER OF THE GLASS. PRIMETFR S A ANT: SILICONE DOW CORNING 791 GE 2000 PRODUCT REVISED `6% aa ca.plyln� with the Florida ...•. Building. �. C, o NOA-Nilo. 16-0617.03 u Expiration Date 01/0412023 •y Mtami-Da Product Control OF $A�� drawing no. 2 � ��.J \i "IIAAAT HEAT STREN'D. GLASS 3/8" AIR SPACE �J3/16" ro • . 3/16" HEAT STREN'O. GLASS 0 n 090" Interlayer Troslfol PVB �epn7i BR 'Kumray America, Inc.' OO .090" Interlayer SentryGlos d y�y�IL•' By Kuroroy America, Inc.' C .090' Intulcyer O Saflex Gear And Calor Glass Ely 'Eaelman Chemical Co.' O L o g .075" Interfayer Soflex CP With PET Core 'Eastman LL Z N LL By Chemical Co.' O 3/16" HEAT STREN'D. GLASS Q z Wp f �' SILICONE DOW Comm 985 m DOW CORNING 795 '= Z DOW CORNING 2400 s - � (O I I Z 3 U u4 i V) to In a � n 3 M < Q M w CLASS TYPE 'AI' 0 _ 7" OVERALL MSUL. IAM. GLASS f (6 Lon NOTE: w UJ M F EXTERIOR LTTE OF GLASS TYPE 'A1' TO BE TEMPEn'ED FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. 3/8" AIR SPACE CONSISTING OF• SPACER: 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'UNGERMAYN GMBH' AROUND THE PERIMETER OF THE GLASS. PRIMETFR S A ANT: SILICONE DOW CORNING 791 GE 2000 PRODUCT REVISED `6% aa ca.plyln� with the Florida ...•. Building. �. C, o NOA-Nilo. 16-0617.03 u Expiration Date 01/0412023 •y Mtami-Da Product Control OF $A�� drawing no. 2 � ��.J \i "IIAAAT . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 1 •37 5 • • • • • • 148 1/16" WIDTH . • • • —•-•- FRAME WIDTH • • • • • pa �m •a _•=_=_^IIIIi11•••iIIIIi' i •=• =•= •• •I \ J•A/ _ `/�•f1IliLLiI1iliV i / /F 1 M11ii1E 34 • • • • X Iarwzon �•O a�dDfZ • •• W166 • 30/8' 34 1/16' PANEWIDTH WIDTH WIDTH HEAD/SILL ANCHORS PANEL WIDTH AT STILE ENDS SURFACE APPLED 25 1/16' SURFACE APPUED 25 1/16 27 (4) AT O.C. 25 1/16" OLOPGm FALSE Ni D.L. OGD.LMUNTINSFALSE MU •• m BE US MAY BE• • MAY • •• • cO r0 WH�oZ HotoW fg IO.3b¢0 A�MM kJ V El =s ci tO tz mO a J J \ 1 i\ loaXQoH�v IT v_Sf I // Ai - 0 J w L__ =---rr--=--n- u n u \ 1 1 z an own Z3-j� ACTIVE INACTNE .'j 3 Z ` w vi 0 I j I L0 4 12' 1 5/8' --Li 12' L 7 5/8' MAX. MAX.MAX.HEAD/SILL ANCHORSHEAD/S!LL '6' (4) AT MULLION ENDS HEAD/SILL HEAD CORNERS LL CORNERS SILL CORNERS K1D7H SILL SEE CHART SHEET 4 j TYPICAL ELATION ELEVATION ELATION ( O ) ( O -XX -O ) NOTE THE FRAME AREA OF ALTERNATE SIZE MUST NOT o EXCEED TESTED FRAME AREA = 98.7 SO. FT. D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.438' (STD. BOT. RAIL) FRAME HEIGHT - 14.875" (HI -RISE BOT. RAIL) D.L.O. WIDTH (SDE LITE) = FRAME WIDTH - 12.563' PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18'0617.03 Expiration Date 1/04/2023 By Miami -Da product Control LX 2' K—) A o �!g 0,7� _ 1, OF `�,�; drawing a no. SMELTTE LOAD CAPACITY - PSF OR STAND ALONE STATIONARY PANEL (0) _FRAME _ WIDTH HEJO P_PNEL THRESHOLD WIDTHHDCIIT 1Y -ES EXT.(+) INT.(-) 37-5/8' 37-5/e' 96' 9fi' 34-1/16" 9,3-9/16' STD. 80.0 34-1/16' 93-5/8' ADA 80.0 80.0 80.0 43-5/8 40-1/16` 79-9/18' STD. 80.0 80.0 43-5/13 82" 40-1/16" 79-5/8" ADA 80.0 80.0 D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.438' (STD. BOT. RAIL) FRAME HEIGHT - 14.875" (HI -RISE BOT. RAIL) D.L.O. WIDTH (SDE LITE) = FRAME WIDTH - 12.563' PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18'0617.03 Expiration Date 1/04/2023 By Miami -Da product Control LX 2' K—) A o �!g 0,7� _ 1, OF `�,�; drawing a no. DESIGN LOAD CAPACITY - PSF DOOR TO SIDEUrE OR DOOR TO DOOR WAUON SIDELRE WIDTH INCHES FRAME HEIGHT INCHES UNREINFORCED REINFORCED EXT.(+)/INT.(-) EXT.(+)/!NT.(-) 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 18 24 3080.0 36 71.4 80.0 64.4 80.0 54.58.80 75.9 18 24 30 36 90 58.0 80.0 52.4 73.7 47.8 67.2 43.9 61.7 16 24 30 36 1 96 47A 67.2 43.2 60.7 39.4 55.3 36.2 50.9 H A18 0 0 UNREINFORCED REINFORCED DOOR TO SIDELRE MULLION WOR TO DOOR MULLION • ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . IVERALL FRAMs W. • F • • 1-f / •• /L C • H • 3 \ G • • Xo Ox iVERALL iHpME WDTH• • • F • • • • • J / L \ i \ /r SIDEUTE WOR FRAME WIDTH SIDEUIE DDDR FRAME SIDELRE WIDTH WIDTH WIDTH F 4-_ E \ i \ /r SIDEUTE WOR FRAME WIDTH WIDTH NOTE: X p ; FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELUE CAPACITIES SEE SHEET 3. FOR SIOELTTE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE, DOOR/SIDELRE OR DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. - y SWELITE WIDTH SINGLE (X) DOOR WIDTH C ( oxo ) vnrr.s� OVERALL FRAME (A) \ \ / L \ K / l WOR I I DOOR DOOR SIDELITE FRAM. FRAME FRAME SIDJ_(TE WIDTH WIDTH WIDTH WIDTH WIDTH ( XOX) ( XXO ) ( OXX ) O A SWID7HE DOORME I SWIDTHE DTH ( OXXO ) APPROVED CONFlGURATIONS PRODUCT REVISED as complying with the Florida Building God. NOA-No. 16-0617.03 Expiration Date 01/04/2023 By-- Mlaml-0a raduct Control cNSF •�'•. It a .70592 = b TE OF • • drawn a no. (lI J,9.,'......iO�.'a��j W1 591. DOOR SIOEUTE WOR .7RAME FRAME WIDTH WIDTH _ WIDTH XXXO XXX PRODUCT REVISED as complying with the Florida Building God. NOA-No. 16-0617.03 Expiration Date 01/04/2023 By-- Mlaml-0a raduct Control cNSF •�'•. It a .70592 = b TE OF • • drawn a no. (lI J,9.,'......iO�.'a��j W1 591. 3, TYPICAL ANCHORS FOR SPACING . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • • • • •• • •• • • • • • • • • •• • • • • • • •• • • • • •• • •• ••• • ••• •• •• • • • •• ••• •• • ••• • • • • •• • PRODUCT REVISED as complying with the Florida Building Code NO,... 16-0617.03 Expiration Date 01/04/2023 By Mia tD roduet oetrol -'C272,'V DOOR DETAILS a : o )•, IE Ofd drawing no. ,. :..... IDP..• �: W17-59 sem•_�,s,,, WOOD BUCK IEDGE DIST. ----^ TYPICAL ANCHORS SEE ELEVS. FOR SPACING WOOD BUCKS AND METAL STRUrTUR NOT BY E.S. WINDOWS MUST SUSTAIN_LOSED BY GLAZING AN T. THEM TO THE BUILDING STRUCTURE. 7 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DW, ULTRACON BY 'ELCO' (Fw177 KSI, Fy-155 KSQ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INIO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY I1•1710 CONCRETE OR GROUT FILLED BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS (J11 1/4- CIA J%S OR SELF DRILLING SCREWS (G CRS) I IAMI-DARE COUNTY APPROVED MULLIO' OR INTO METAL STRUC JAMBS) (3) THREADS MIN, PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/d" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL S-RL'CTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. • ... ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • • 26Y WOSD BUCK • • • • • • • • OR 00 0 WOD Si2UCTU • • • • • • SEE NOTi SHEQ Tt • • : • •: I•E _ \ • I • • • N EDG( •• :IN: K • TYPICAL ANCHORS Q q II SEE ELEVS. FOR SPACING ISEE� TYPICAL ANCHORS SEE ELEVS, FOR SPACING PRODUCT REVISED as com ying with the Florida Building Code NOA-N.. 16-0617.03 Expiration Date 01/0412023 By Miami -1) ,ad rodoct Control DOOR DETAILS 0 I OF•�Ey` drawing no. ��:-.....' I,X. W17-59 U ROVED Ij 1 MIAMI-DADE COUNTY APPCUPPED Ij SEE SEPARATEI NOA i� Q q II 2 W ISEE� r YPICAL ANCHORS 10 D 8 �$vp FOR SPACING In 'QZME 9 J w , 8 0 o Z 5 o -J J W o: F- N o Z3Jm 8 3�LL� N N J iv W �1 � DOOR DETAILS 0 I OF•�Ey` drawing no. ��:-.....' I,X. W17-59 1/4` MAX. SHIM TYPICAL ANCHORS SEE ELEV.-\ FOR SPACING l METAL STRUCTURE TYPICAL Al $E FOR OC . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . � � • � E6 : : �� • M2$ EXTERIOR LEPF WIDTH_ DOOR FRAME WIDTH n n I 1/4• MAX. DOOR DETAILS �P.• cEn ;O £ , o PRODUCT REVISED -.7 I as complying with the Flodda _ . 7 2 jr Building Code _ y� [• = S NoA-No. 16.0617.03 Explmdon Date 01104/2023 7 OF W� �n„1 (yam drawing no. By �1: 27 t../ '"%s'..c, ”' W17-59 Miam a roduct Control 1BY WOOD BUCN TYPICAL ANCHORS SEE ELEV. FOR SPACING .9. o I 1/4• MAX. DOOR DETAILS �P.• cEn ;O £ , o PRODUCT REVISED -.7 I as complying with the Flodda _ . 7 2 jr Building Code _ y� [• = S NoA-No. 16.0617.03 Explmdon Date 01104/2023 7 OF W� �n„1 (yam drawing no. By �1: 27 t../ '"%s'..c, ”' W17-59 Miam a roduct Control . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . TYPICAL ANCHORS• • • • • • • I� .EDGE DIST. -SEE ELEVS. • • • • • • • • • • • �v a N FOR SPACING � t • • • • • • • • Z o m 3 2 a d'oo�o v W •• • • • •• ••• •• per �+ M29 � EI7 � la • • • • • • • • • i1 N • • • • • • • • • • • pW1 a. M6 Et \ N i • • • • • • • • • o y I�. COQ C 6 D Mfi QPJ�� Vy7 O E4 M2 LLl7NQ_ J r i I J I Q to II � z u I C) io 0 J w � I o w o vi J w _ A oM^I M o .h. �N< w L.; �, W ,iI x 0 II S i WW 1w w ES i p a u xI ' EL _\ I M2 H CG/ EI1 I Tr r J �c MMELITE DETAILS ; o PRODUCT nggREVISED Bu Idingas l0odewith the Florida E3NOA-No. 'I6-06'17.03 ��®.... �� n i �. \ \ Ilk Expiration Dato 01/04/2023 `\UGE, 592 WEEP HOLES I a • - a -• 3/16 X 1Et9 M25 S g� 1FROM ENDS _ "-EDGE DIST. TYPICAL,ANC ORS t OF ly�� drawing v no. � _.= SEP CAL ANCHORs �t. ? �:.f �� •.• o IL:. W17-59 SEE'ELEYS. EDGE DIST. SEE ELEVS. i FOR SPACING FOR SPACING �!!//11f111111 sheet 8 of 12 1/4" MAX. SMM TYPICAL ANCHOR$ SEE ELEV. FOR SPACING 0 o .. W � O #10 SMS OR TENS �-{ AT 6"FROM ENDS AND 12' O.C. MAX. OPTIONAL REINFORCING SEE SHEET 4 FOR CAPACITY (CARBON STEEL TO RE PANTED OR PLATED) EXTERIOR . . ... . . . ... • • • • • • • • • • • •• ••• • • • • ••• ,�Rl • yPTI ul RENFOR I • •J • • lyrE �iEE a PLATO MB • • • • (CARBON STEEL g1 .�'i! P //�.Y�� P • • • • • • • E6 V N24 F' • • • Et • • • • � EXTERIOR O M P I 01- 1- n Q a � E Od°`^ N Cot _&VM cAoo -- __ OZE2 a W z""' a m EwM E21 � I J � ro ¢ g m o n M26 M27 � z E.6 M24 L / OPIIONPL REWFCRCING OL MS SEE SHEET 4 FOR CAPACITY u W (CARBON STEEL TO 6E PAINTED OR PLATO) A X V E12 24 M2 E6 s d N 0 rn 00 n i m a DOOR LEAF VADTH r � Z3�2 32 � DOOR FRAME WIDTH ui .. °I o E21 � I I EXTERIOR �w 12 M26 M27 E21 E.6 M24 u n m a DOOR LEAF VADTH r � DOOR FRAME WIDTH DOOR FRAME WIDTH SIDELRE FRAME WIDTH .. °I o PRODUCT REVISED � a as complying with the Florida Bullding coda NOA -No. 16-0617.03 ` O N''•'.7O �i r Expiration Date 0110412023 3 0582 0 . Miami roduct Control _.� . ;yyj� •• drawing no. W17-59 sheet 9 of 12 �1,' 2''', I SIDELITE DETAILS OF 4(t` 'i 3•..R P''EA�� ////i��,�i4` 1��` • • • • • • • • • • • • • • • • • • • 000 ITEM ® PART / REQD. DESCRIPTION MATERIAL • MANF./SUWUER/RWWKS E1 ES -0 -IM -001 3 FRAME HEAD/JAMB 6Q63i6 • • E2 ES-EL300-002 1 FRAME SIL (STD.) 3- 8 • •- • • • E3 ES-FL300-003 1 FRAME SILL (ADA) 6066-T6 • • - • • • • E4 ES-ELJOO-004 2/ LEAF TOP AND BOTTOM RAIL 6063-T6 - E5 ES-EL300-005 1/ LEAF HI -RISE BOTTOM PAL 6063-1-6 - E6 E9 ES -E1300-006 ES-EL3OC-009 1/ LEAF 1 JAMB STILE AS'RiACAL STILE (ACTIVE) 6063 -TS, 6063 6 w • • •-• • • w e • • • Flo ES -E1300-010 1 ASTRAGAL STILE (INACTIVE) 6063-T6 • • IF • • • Ell ES-EL300-011 1 ADA SILL W'STRIP ADAPTER 6063-T6 • L • • • • • • E12 ES -E1300-012 1 FRAME COYER 6063 -TS - E13 ES-EL300-013 4/ LEAF GLASS STOP (LAM. GLASS) 6063 -TS - E14 ES-EL300-014 4/ LEAF CLASS STOP (LAM. GLASS) 6063-T5 - E15 ES-EL300-CIS 4/ LEAF CLASS STOP (NSUL. LAM, CLASS) 6063-T5 - E+6 E17 ES-EL300-018 ES-EL300-017 AS READ. AS REGO. SNAP IN FI1ER EXTERIOR TRIM 6063-T6 6063-76 - - E18 ES-EL300-018 AS REDD. FRAME COVER 6063-T5 - E19 ES-EL300-019 1 COVER STD, SILL 6063-T6 - E20 ES -6011 1 COVER ADA SILL 6063-T6 - E21 ACC -PL -6201 HOCK UP PLATE 6063-T6 - Mi ES -5008A AS REOD. GIA7JNG GASKET SIUCCNE DUROMETER 65±5 SHORE A M2 ES-P251-GO5A AS REOD. EXTERIOR LEAF GASKET SILICONE DUROMETER 70±5 SHORE A M3 M4 M5 ES-45T-GO9 ES -21-1304A h2322:NG AS RE00, 2/ LRE AS REDD. ADA SILL GASKET SETTING BLOCKS AT 1/4 FONTS _ PILE W'STRIPPLNG EPDM SILICONE POLYPROPYLENE BUROAIETER 70±5 SHORE A DUROMETER 80±5 SHORE A - M6 W23221NK AS REDD. PILE W'STRIPPNG POLYPROPYLENE - M7 W23381W AS REDD. PILE WSTRIPPING POLYPROPYLENE - M8 - AS READ, MULLION REINF. CHANNEL (LENGTH = MULL HT. - ID' A36 STEEL - M12 - 4/ LEAF HINGE ASSEMBLY - PAGER M22 112-24 X 1/2' - HINGE FASTENERS ST/ST FH SMS M23 18 X 1/2" - WSTRIP ADAPTER FASTENERS ST/ST PH SMS 110 X 3/4" -- FIX. PANEL FASTENERS, AT 6" FROM ENDS & 12" O.C. ST/ST PH SMS 112 X 1-3/4" - FRAME ASSEMBLY FASTENERS ST/ST PH SMS L.2 3/8-16 X 2" - LEAF/PANEL ASSEMBLY FASTENERS ST/ST HEX CAP FULL THREAD 18-8 - - 3/8" WASHER ST/ST HEX CAP FUIL THREAD 18-5 110 X 1-3/4" AS RFOD- I HEAD ASSEMBLY FASTENERS ST/ST PH SMS • • �v Z m� LOCKS: h Q � e ACTIVE Lcec� x • • SURFACE MOUNT 3 POINT MORTISE LOCK SYSTEM O w H +" • BY 'INTERLOCK USA' it • KEY OPERATED ON EXTERIOR AND THUMB TURN ON Q' D • INTERIORLEVER TYPE • HANDLE ROM OAT 4ENGAGING F3/4" 0 m 0 • • AACTIVAPIE S YSIIHOO BOLTS MIN. HEAD AND SILL m (2) 110 X 3/4" FH SMS Q C O Q INACTIVE LEAF: Wt SURFACE MOUNT 2 POINT LOCK SYSTEM Q BY ')NTERLOCK USA' {L = LEVER TYPE HANDLE AT 43-5/8' FROM BOTTOM O E ACTIVATESSHOOT BOLTS ENGAGING 3/4" MIN. AT HEAD AND SILL Q w m f FASENED WITH (2) 110 X 3/4" FH SMS HINGES: n 4-1/2' LONG FLUSH MOUNT STEEL BUTT HINGES BY 'H4GER' v FASTENED WITH 12-24 X 1/2` FH MACHINE SCREWS o m FOUR PER HASP(LEAF). p TOP AND BOTTOM HINGES AT 7-7/8" FROM EACH END (1) HINGE REDD. AT MIDSPAN FOR 82" HIGH DOORS WITH i STANDARD THRESHOLD ONLY. U ALL OTHER DOORS TO HAVE INTERMEDIATE HINGES ,4T 26-3/8" O.C. MAX. So J •rj W SEALANTS: O_ 1-- N ? 3 a ALL FRAME AND LEAF JOINTS AND SEAMS SEALED p 't m WITH DOW CORNING 791 SILICONE. a Z - n 3zt�n 'n vi PRODUCT REVISED as complying with the Florida Building Code Non -No, 16-0617.03 Explrwtlon Date 01104/2023 By mfam-Da-gKPEoduct Control LL1 2 7 m drowing a no. ',. W17-59 . . ... . • . ... .. .. . . . .. .. . . . . . . . . . . . t 1.600 IIIIF�r Tp 1.400 611 2.416 _� J I 3.E25 1.730J pg0 NP. 5 •• • • 3•• 980 • : • • .P.:1 • 000 • 1.490 2.065 • •••••• • 793 • 7• 'jf !d �{ .2J1 •-' I-- 3-- 873 .062 1.222 •873 .062 1.222 b73 .052 1.222 -� NP. TMP TYP. /�NY l!i -4.000 Z _ G 1 _ ' a a 4 d 2.096 4.500 .. • • .. S F o 0 w p Et FRAME HEAD/JAMB • • • • • • • 9 •• • • • • • •• • • • • • • • • • E9 ASTRAGAL STILE IACTIVE� • • • • 1 E'4 E15 • • GLASS STOP (LAM. GLASS) GLASS STOP (INSUL. LAM. GLASS) W yy Q �j7M _ y•f C 2 M o 1.8271 1.480 0` 0 • � � ,„ .120 070 NP. 1.500 1 EI TOP AND BOTTOM RAIL 5.296 1.3 TYP. Q _ 4 n to oN I J c7 b ,VJ 1j4,:: .456 3.485 � 2.065 A70 1.490 �, 3.182 �- 3.E25 1.740 - n � EFRAME SILL (STD.) .080of NP. 'e10 ASTRAGAL STILE (INACTIVE) I Q -a7 .29 ,080 1.173 Typ, 7.125 8.000 {� 303 .950 E16 SNAP IN FILLER 25 n v .250 -1 �w1 .125 2225in ? 3 a n E3 FRAME SILL (ADA) L �1.730� uULL'CN REINF. CHANNEL q8) A1 Z 0 3 o ^� 1 1n t0 W M 11, 226 324 ,JI-{ E5 HI -RISE BOTTOM RAIL .080 i - 4.500- Typ• 1.7 1.490 �i 1.314 - Eft ADA W'STRIP ADAPTER o .045 y,_-� ^ T7P. 1.066 I�� y L 3.625 !1.696 �1 PRODUCT REVISED PRODUCT as complying with the Florida Building de o oil y Et2 FRAME COVER E6 JAMB STILE NOA-No. 16-0617.03 ``` t11+1111111', Expiration Oate 1/04/2023 By ': • o sF•'. � o e o 711 P445 1.3831- 289 J _-'jI1.118 Miaml-0a Product Contra 2L� 303�J,"�° .060 1 8 A OF •<E(/`� 2,7 -7 drawing a no. w177- 59J E78 FRAME COVER E19 COVER STD. SILL220 COVER ADA SILL E17 EXTERIOR TRIM . . ... . . . ... • • ••• • • • • ••• aWl • ••� •• • ••• •• O z p / • • • •• • • O?N� paono8 e LL z"oF g C.1 n Ir n D00 SIDELRE FRAME � I Z TOP CORNER ��' o 2 o z UJ Vii• J \' Z 3v� I �� nm ACCESS Z HOLE o I � �Zc2 vl Vi,, vi 4j Q DOOR LEAF CORNFR SIDELffE PANEL CORNER c `= 0 0 ttUllhl rll/ U°c< Haat4� � f�79A.y r�i hr PRODUCT REVISED as complying with the Florida n . Building Coda o. 592 $ won-tro. 16-0617.03 = _ DOOR FRAME DOOR/SIDEL[TE FRAME Expiration Date 01/04/2023 BOTTOM CORNER BOTTOM CORNER aTE F� drdr g no. By O ORIDP..•' ��. Mla a roductControl "dr6 /,•� '%ass./�, t�` W17-59 i / a ��rrrnnUttat sheet 12 of 12 �2hn rn(� # �� `/ MIAMI-DADE J/ 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.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 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 DESCRIPTION: Series "EL400" Aluminum Sliding Glass Door - L.M.I. um. Sliding GIass 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., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, 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 fevision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOkas 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's� ADVERTISEMENT: The NOA number preceded by the words Miami -Dade •County , lorida, 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 requesi of.the Building Official. This NOA consists of this page 1 and evidence pages E -Land E-2, as well .as, document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia; P.E.' NOA No. 16-0617.02 =M1AMHWX=DECOU % Expiration Date: July 20, 2022 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 I 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 203-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-17-009, dated 06/15/17, signed and sealed by Constantin Bortes, P.E. with Letter of Clarification issued on 07/13/17, signed and sealed by Constantin Bortes, P.E. ."". C. CALCULATIONS • • • • • ...... .... ...... 1. Anchor verification calculations and structural analysis, compl�ixg rwith FBC-5th • Edition (2014) and FBC-0 Edition (2017), dated 06/20/17 at#rNised �V.QI/a3/17' • prepared by AI-Farooq Corporation, signed and sealed by JavacrAlimad, I.E. ' • • •. 2. Glazing complies with ASTM E1300-09. • • • • • • . • •. • •. • • D. QUALITY ASSURANCE . . . . ...... 1. Miami -Dade Department of Regulatory and Economic Resour:es MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "TrosifolO 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 BP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 11/11/18. Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 16-0617.02 Expiration Date: July 20, 2022 Approval Date: July 20, 2017 E - I ES Windows, LLC F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51' Edition (2014) and FBC- Edition (2017) dated 07/12/17, issued by Al-Farooq Corporation, signed and sealed Javad Ahmad, P.E. 2. Statement letter of no financial interest, dated 07/12/17, issued by Al -F oration si ned and sealed b Javad 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. Jorge M. Plasencia, P.E. Pro et Control Unit Supervisor NOA No. 16-0617.02 Expiration Date: July 20, 2022 Approval Date: July 20, 2017 E-2 . . .... ...... ...... .... ...... .... . ..... ...... .... ..... .. .. .. . ...... . . . . ...... Jorge M. Plasencia, P.E. Pro et Control Unit Supervisor NOA No. 16-0617.02 Expiration Date: July 20, 2022 Approval Date: July 20, 2017 E-2 DAYLITE OPENING WIDTH: PANEL WIDTH - 5.688" DAYLITE OPENING HEIGHT: PANEL HEIGHT - 5.813 PANEL HEIGHT = DOOR FRAME HEIGHT - 1.250" THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SHIES ES-EL400 ALUMINUM SMIZING 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 VE_OCTTY HURRICANE ZONE (HVHZ). 113Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTAIIFO 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 15 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 SHAT 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 PRO:ECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG 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 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • .. . d5" • • • • • • • • 6•_• • • POCKET JAMB ANCHORS INSTRUCTIONS: USE CHARTS AS FOLLOWS FALSE MUN IN OPTIONN 7yp, HEAD ANCHORS 3. AT INTERLOCK ENDS CLUSTER OF 4 OR 6 PUDL SEE SHEET 6 PAIR FOR QUANTITY & CAPACITY p2 TRACK FRAME HEAD • • 95 3/8- • DOOR FRAME WIDTH � A C 4115132". fes--D.L D.L OPG. ;I h I it / F- _=='�r=i= 46 3/16 PANEL WIDTH Ii II z � PMIEL WIDTH I II 11 1 13/16" 111IN. a2 �v qm 0. h Y Z ry FW Zn QCL 5g 0g°`� W N hof c � 0It0Q o 0obr 0 IN ;t�z0�� zm Q wmi Jk' i II 2 TRACK FRAME JAMB STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WINO ZONE USNG APPLICABLE ASCE 7 STANDARD. STEP 2 D=MINE DOOR CAPACITY FROM TABLE ON SHEET 5 FOR THE REINFORCING OPTION USED. STEP 3 USING CHARTS ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. PRODUCT APPROVED as comp in with the Florida Building e NIDA -No. 16-0617.02 Approval Data 07/2 012 01 7 BY /� miaml-0,d• roduct contra i n a 7E OF Au drawing no. W16-73 4115132". fes--D.L D.L OPG. 48 3/16" 46 3/16 PANEL WIDTH n z � PMIEL WIDTH --- 2 TRACK ' 1 FRAME SILL 6" SILLANCHORS SILL CORNERS 15" MAX. AT INTERLOCK 6" CLUSTER OF A ENDS SILL TYP. lu, I TYPICAL ELEVATION---� OX STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WINO ZONE USNG APPLICABLE ASCE 7 STANDARD. STEP 2 D=MINE DOOR CAPACITY FROM TABLE ON SHEET 5 FOR THE REINFORCING OPTION USED. STEP 3 USING CHARTS ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. PRODUCT APPROVED as comp in with the Florida Building e NIDA -No. 16-0617.02 Approval Data 07/2 012 01 7 BY /� miaml-0,d• roduct contra i n a 7E OF Au drawing no. W16-73 . . ... HEAD . . • •• .. .. . .•. .. .. . . . . . . . . . . . \G n ••• • FRAME HEAD _ . . ... • • . . ••• • • 1S' MAX 6 • • • HEAP .0.046 • • • • K HEAD TYP.• • • • AT TRA(#L ENN•• • ••• B' MAX. COHEAD r z RNE CORNERS 3 PAR • CLU 0 R 8 =OF �� SEE REETU •ADD • CAPACITY• • • 0 • • A 13/15" II I� ELE ATIONy ox—xo oV\V 2 TRACK \G n FRAME HEAD _ • -i'� ?�-p. • • • • • les' • • • • • • • DOOR FRAME 1110TH • • • • • • • • • •• • • • • • ••• •• m I II II ii n Ij K 6' MAX. it II SILL ANCHORS o U AT INTERLOCK/ASTRAGAL ENDS CORNERS 11 IL _ 6 CLUSiiR OF 4 1111111111/1 r 7 S•' OF II I� II II II I� A 13/15" II I� ELE ATIONy ox—xo oV\V \G n rc 1 m rc N c�i POCKET JAMB FALSE. MUNTIN ANCHORS OPTIONAL �J I 42 2'� � 42 1/2' 0.1 -OPG. C.L. OPG. 48 3/16' 48 3/16' PANEL WIDTH I II II ii n Ij 6' MAX. it II SILL ANCHORS o n I II II - II II AT INTERLOCK/ASTRAGAL ENDS CORNERS 11 IL _ 6 CLUSiiR OF 4 1111111111/1 r 7 S•' OF II I� II II II I� A 13/15" II I� ELE ATIONy ox—xo �J I 42 2'� � 42 1/2' 0.1 -OPG. C.L. OPG. 48 3/16' 48 3/16' PANEL WIDTH 6' MAX. 1O SILL ANCHORS SILL n AT INTERLOCK/ASTRAGAL ENDS CORNERS TS' 6 CLUSiiR OF 4 1111111111/1 r 7 S•' OF SILL A 13/15" �J I 42 2'� � 42 1/2' 0.1 -OPG. C.L. OPG. 48 3/16' 48 3/16' PANEL WIDTH 2 TRACK FRAME JAMB Z TRACK FTiM1E SILL PRODUCT APPROVED ascomp with the Florida Building Cods NOA-No. 16-0617.02 Approval Date 07/2012017 By MI•m a roduc 6' MAX. 1O SILL ANCHORS SILL n AT INTERLOCK/ASTRAGAL ENDS CORNERS TS' 6 CLUSiiR OF 4 1111111111/1 r 7 S•' OF SILL TYP. k TYPICAL ELE ATIONy ox—xo 2 TRACK FRAME JAMB Z TRACK FTiM1E SILL PRODUCT APPROVED ascomp with the Florida Building Cods NOA-No. 16-0617.02 Approval Date 07/2012017 By MI•m a roduc m z 1111111111/1 r 7 S•' OF � c n . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . .. U • • • • • • HEAD..ICHOF29 • � n ls• yAx.•.b • a• INTEnLacK,MSTrircnL ENDS HE*D • • TY'* • CLLSTERp OF 4 Og E • 3'• • SEE SHFL 6 • z -� 3 - • • • A• • FOR QVWNTY *aWACITY O m 6' MAX. n PAIR HEAD a _ CORNERS • __ -1 3 TRACK Q 6 S O n rI I. _ FRAMs HEAD C O O LG v C W N In -- --- . it•• -i . . .. . - 60 • • 27: 9�6' . . ..' .' TYP. O < .TH G��LL O M oaoo's �mz0 0 Q w � QzmS k m K m X nsa D Q MIN. M J mw a JOf <¢ N vit Z �0 3 00)" b < r'1 m Vi0�� POCKFT JAMB 3 TRACK LJ M < ANCHORS FRAME MMB PANEL WIDTH 3 TRACK ° W 1 � I ;•. I - __� `_.�� r _, � 7 FRAME SILL 6" MAX. Z SILL ANCHORS o SILL 16' MAX. 6' AT INTERLOCK/ASTRAGAL ENDS CORNERS SILL TYP. CLUSTER OF 4 ,f• O � � TYPICAL ELEVATION o e oxx—xxo J'p.PrH .o PRODUCT APPROVED ` � scg as com 1ylny with the rIorida Building Code NOA-No. 16-0617.02 Approval07120/2017 TE aF ��(!/�� drawing no. Mlam ro uc on o �5+ °O,' e9e. W16-73 MAL �� sheet 3 of 23 - DOOR NiMA• WI • • • • • i I I li n II u n n II �--Ir-- i o '� c5 I u L• n /' �' � O Z � II 8 II 11 IyLI� II II II u u I I _ B~ O FALSE MUNf1N OPTIONAL 42 I/2' 42 1/2' D.L. OPG. D.L OPG. 48 3/16' 48 3/16' PANEL WIDTH 6' MAX. _ HEAD CORNERS rr l —. . . ... . . o r .. .. . .• . .. .. . . . . . . . . . . QF. 11 $Q Q: HNO i Q � Z J . . ... . . . . .. . 15• MAX! • 6' • • �1EAD�S • • Type • • H • • • • • 3. • • • Ai Ib IA,11 ENDS z i . + ADEE DL • • 4ORR QHUEANARY & cAPANTY • 04 7'-- • • • • • M • • i • • • • I �,•�s__ • • • _ 3�• • • • • • ' • T. POCKET W ffi U POCKET JAMB ANCHORS 6' MAX.=SILL SILL ANCHORS SILL �` 6• AT INTERLOCK/ASTRAGAL ENDS CORNERS Typ. CLUSTER OF 4 TYPICAL ELEV_AT19N oxxx—xxxo } T 4 TRACK ,{ice 4 RA SILL PRODUCT APPROVED m as complyl�g with the Florida S Building Cod• '� �, NOA-No. 16-0617.02 = c Approval Date 07/20/2017 �_ $ B �(,) TE OF •�� drawing no. Y i'QS• • ORvol..` �/ W1 Mia a product on ro �� S ••.... �`-73 4�,�ItJi111�1�`�� eheet 4 0`23 2 Oe $ n a 4 TRACK FRAME HEAD F E Z e 3 o o� N 1 d N dot � 0 VF QF. 11 $Q Q: HNO i Q � Z J LL?of ^ Jdio¢ .l Q�ow a nim I'3 J M 2 15/16• o: o n MIN- N R N g C) Z� Z z J W 0 L � H 4 TRACK FRAME JAMS LL N 0 5 I W n } T 4 TRACK ,{ice 4 RA SILL PRODUCT APPROVED m as complyl�g with the Florida S Building Cod• '� �, NOA-No. 16-0617.02 = c Approval Date 07/20/2017 �_ $ B �(,) TE OF •�� drawing no. Y i'QS• • ORvol..` �/ W1 Mia a product on ro �� S ••.... �`-73 4�,�ItJi111�1�`�� eheet 4 0`23 EIl [/ 111 O [1f Cl F11 1] 1E19 n E11 ni f EIE D\TERLOCKS AnEAGALI.NTERLACKS ASTRAGAL T/O REINF. A/O REm, WITH REINF. WITH RL7NF. AVERAGE PANEL WIDTH = DOOR FRAME WIDTH NUMBER OF PANELS DOOR HEIGHT AND WIDTH SIZE MUST COMPLY EGRESS REQUIREMENTS PER FBC AS REQUIRED. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DESIGN LOAD CAPACITY - PSF AVI10a PMEL MffH NcH ODOR F11 -4E FIOCFir r m INTERLOCK 8 ASTRAGAL 91711M AITHOWPT REINF. INTERLOCK 6: ASTRAGAL STUBS WITH REINF. EXT.(+) INT.(-) EXT.(+) INT.(-) 30 36 42 47-1/4 48 54 60- 82 60.0 60.0 80.0 WO 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 8C.0 I 80.0 59.1 59.1 78.8 + 52.5 52.5 7C.0 78.8 70.0 - 47.3 47.3 30 36 42 47-1/4 48 54 e0 84 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 60.0 60.0 60.0 60.0 80.0 80.0 59.1 59.1 76.8 78.8 5 525 70.0 52S 70.0 47.3 47.3 30 36 42 47-1/4 48 54 90 090' Interlayer 80.0 80.0 80.0 80.0 80.0 80.0 1 78.8 80.0 80.0 78.8 52.5 52.530 X42 47-1/4 48 .075' Irterlayr 0 80.0 80.0S6 WO 6.0 = 80.0 80.0 80.0 80.0 80.0 80.0 BOA80.0 x-3/16' HEAT STREN'D. GLASS - - 59.1 59.1 30 36 42 47-1/4 48 102 - - 60.0 60.0 _ - 60.0 60.0 - - 60.0 60.0 - - 60.0 - - 59.1 60.0 59.1 30 35 42 47-1/4 tOB - - - - - - 14. - - EIl [/ 111 O [1f Cl F11 1] 1E19 n E11 ni f EIE D\TERLOCKS AnEAGALI.NTERLACKS ASTRAGAL T/O REINF. A/O REm, WITH REINF. WITH RL7NF. AVERAGE PANEL WIDTH = DOOR FRAME WIDTH NUMBER OF PANELS DOOR HEIGHT AND WIDTH SIZE MUST COMPLY EGRESS REQUIREMENTS PER FBC AS REQUIRED. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 4 P5 O GLASS TYPE :A 7/16" OVERALL LAM. GLASS NOTE: FOR SENTRYGLAS INTERLAYER LIMIT MAX. D.L.O. AREA TO 25.7 S0. FT. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SEE CHART ABOVE FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCING TYPES. SEE CHART ON SHEET 6 FOR HEAD ANCHOR CAPACrFY. LOWER DESIGN PRESSURES FROM DESIGN LOAD CHART OR HEAD ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. 6" TEMP. G S 3/8' AIR SP F3HEAT EN'D. CLASS I .090" Inter) er Trosifol PVB By 'Kuroray erica. Ina' OR .090" Intwtayer S-ftyoo. By Kuroroy Amer' ,Ina' OR 1 .090" Interlayer SO- Clsor And Col Glass O'Eastman Chemlco Co.' R 075' Interlayer SaBex CP With PET Cor IBy Eastman Chem'col II [3/16' HEAT SrREN'D. GLASS TYPE 'Al' / 1" OVERALL INSUL LAM. GLASS NOTE: FOR SENTRYGLAS INTERLAYER AND SALE)( CP INTERLAYER DMIT MAX. D.L.O. AREA TO 25.7 0. FT. SPACER. 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'UNGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. PFRIMFT R SFAI AN' SILICONE DOW CORNING 791 GE 2000 Iii >,R< o o PRODUCT APPROVED as complying with the Florida Building Coda NOA No. 16-0617.02 Approval Date 07/20/2017 sr �� Mlsm-V tie Product Control 8 1\11WN Illllll�� o \\ AyCeN .70592 (g= o S I', ATE OFr•4, Q drawing ` no. �' •., ortlo►:�G�?� W16-73 • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • •• • • • • • • • • • •• ••• • ••• •• 3/16' HEAT STREN'O. GLASS .090" interlayer Trosifol PJB • • • • By 'ftomy A•I•'i•o, Incl • • • • • •90tilrtslays • • • • • • �nl70Es • • • • • • Sy 'I•rroM Merica, Inc.' • •• • *1 r•OR• • ••• •• 090' Interlayer Sotlex Clear Antl Color Glass 'Eos'.man Chemical Co OR .075' Irterlayr Soflex CP With PET Core By E.-- Chemical Co' x-3/16' HEAT STREN'D. GLASS 4 P5 O GLASS TYPE :A 7/16" OVERALL LAM. GLASS NOTE: FOR SENTRYGLAS INTERLAYER LIMIT MAX. D.L.O. AREA TO 25.7 S0. FT. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SEE CHART ABOVE FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCING TYPES. SEE CHART ON SHEET 6 FOR HEAD ANCHOR CAPACrFY. LOWER DESIGN PRESSURES FROM DESIGN LOAD CHART OR HEAD ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. 6" TEMP. G S 3/8' AIR SP F3HEAT EN'D. CLASS I .090" Inter) er Trosifol PVB By 'Kuroray erica. Ina' OR .090" Intwtayer S-ftyoo. By Kuroroy Amer' ,Ina' OR 1 .090" Interlayer SO- Clsor And Col Glass O'Eastman Chemlco Co.' R 075' Interlayer SaBex CP With PET Cor IBy Eastman Chem'col II [3/16' HEAT SrREN'D. GLASS TYPE 'Al' / 1" OVERALL INSUL LAM. GLASS NOTE: FOR SENTRYGLAS INTERLAYER AND SALE)( CP INTERLAYER DMIT MAX. D.L.O. AREA TO 25.7 0. FT. SPACER. 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'UNGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. PFRIMFT R SFAI AN' SILICONE DOW CORNING 791 GE 2000 Iii >,R< o o PRODUCT APPROVED as complying with the Florida Building Coda NOA No. 16-0617.02 Approval Date 07/20/2017 sr �� Mlsm-V tie Product Control 8 1\11WN Illllll�� o \\ AyCeN .70592 (g= o S I', ATE OFr•4, Q drawing ` no. �' •., ortlo►:�G�?� W16-73 .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . HEAD ANCHOR /AAD CAPACITY -PSP ANCHOR TYPES 'A� ✓p 'H' ANCHOR TYPE 'C• 1/4' MAY. SHDE S/9' MAX SH1M 1/2" MAX. SHIIf S/e" MAY. SEO)I 00411 • • • • • • •• ••• • ••• •• p 4 ANCHORS 4 aNCH096 6 aN®OR6 4 1NCHOAS A aNC80R5 4 aFLHOPS 8 aNC80R6 O h Q Z E�-ES A? M1c. at MTG. At Mrc. a M1v. et Iltc. et M1C. at M1C. ENDS Q f e N DDDR FPAAIE STOE EN➢S SN8 RIDS 5:9.B D0A5 STB.: YNLLS SNB YIDS 9ftIE F7JB9 517IR 0 b O Ci 0 PANEL Htl9NT EXT. (+) EXT. (+) IXT. (+) EXT. (+) EXT. (+) ETR. (+) IXT. (+) •• • • • •• ••• •• eq O 0 N n nCfES IM. - IM. - MIT. - Hi•. - IM. - IM. - t1f. - }p 80.0 80.0 80.0 90.0 80.0 60.0 80.0 • ••• • • • • •• • Q,rCC u 36 80.0 80.0 80.D 80.0 a0.0 80.0 90.0 • • • • • • • • . • O p N r 42 80.0 80.0 80.0 78.3 80.0 60.0 80.0 •• • • • • • ••• •• 47-1/4 82 80.0 80.0 80.0 69.6 80.0 80.0 80.0 - �OZOe t7 pato° 49 eo.o ao.c eo.o se.s eo.e eo.o eo.o 54 80.0 76.3 60.0 80.9 90.0 727 80.0 Q,ZO n 60 80.0 70.5 80.0 54.8 73.1 65.4 80.0 Q O y }0 80.0 BOX 80.0 80.0 B0.0 6C.0 80.0 �?y: J uro 36 80.0 80.0 80.0 B0.0 _ 80-0 EIC.O 80.0 6WAfr 42 80.0 B0.0 80.0 78.5 80.0 BG.O 80.0 a7 -1/a Ba eo.a ac.o eo.o sa.o eD.o ac.o eo.o 60.0 76.5 48 59.5 Bo.o ac o eo.o 6e.9 aD.o 79.9 eo.p 60.0 m 54 58.5 8C.0 78.5 B0.0 59.5 79.3 71.0 80.0 60.0 o I 60 60.0 80.0 68.8 80.0 53.5 71.4 63.9 80.0 60.0 b 30 60.0 80.0 80.0 87.0 80.0 80.0 6O.D 80.0 102 60.0 8 }6 60.0 B0.0 BG.O 80.0 80.0 80.0 60.0 6,7.0 60.0 60.0 3p N v 42 60.0 80.0 80.0 BO.0 71.4 60.0 80.0 &p.0 60.0 36 47-1/4 90 90.0 80.0 BO.0 63.4 B0.0 757 B0.0 60.0 42 U J ~ 48 60.0 80.0 80.0 6p.0 62.4 80.0 74.5 &0.0 60.0 47-1/4 Z J w 0_ 54 60.0 80.0 71.4 80.0 55.5 74.0 66.2 80.0 60.0 0 n N CO a 30 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 OO �36� map;0. .80.0' �80.0� - 781--80.0 X80.0 80.0 -80.0- NM 42 96 � 80.0 80.0 80.0 66.9 BC.O 79.6 ¢ Z 8 y J e 3z 47-1/4 J w tn� n ie W rv�j k I5 IIIg WW N6 SEE CHART ON SHEET 5 FOR DESIGN LOAD CAPACITY OF 7 DESIRED GLASS SIZE AND REINFORCING TYPES. - e SEE CHART ABOVE FOR HEAD ANCHOR CAPACITY. Nlo LOWER DESIGN PRESSURES FROM DESIGN LOAD CHART ` o OR HEAD ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. lµ1111111/1/7� N PRODUCT APPROVED as tom Iylny with the Florida Building Cod• NOA-Io. 16-0617.02 = - Approval Data 07/20/2017 '• TATE OF drOwclg rro. ` BY !ioR�oP.•' �� '� W16-73 Mi • ro u n NA1., 0.0 47-1 /4 60.0 76.5 80.0 59.5 79.3 71.0 80.0 48 60.0 60.0 60.0 58.5 BC.O 60.0 60.0 30 60.0 60.0 60.0 60.0 aC,O 60.0 60.0 36 60.0 60.0 80.0 60.0 6C.0 60.0 60.0 42 47-1/4 48 102 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 58.0 6G.0 60.0 6p.0 fi0.0 60.0 55.1 6G.0 60.0 60.0 60.0 3p 60.0 60.0 60.0 60.0 60.0 60.0 60.0 36 60.0 60.0 60.0 60.0 60.0 60.0 60.0 42 10B 60.p 60.0 60.0 59.5 60.0 60.0 60.0 47-1/4 6p.p 60.0 60.0 52.9 60.0 60.0 60.0 OX (SHOWN) XO DOOR MWE W. • • Y•• • • • ••• • • • • • • • • • 0:0 • • • • • • • • • . • • . • • XX XX (SHOWN) G S OX -0 (SHOWv) .• . . . •• ••• .. OX—XX (SHOWN)f XX—XO 'OX—XO XX—XX. EXTERIOR NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET S. 3, FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. PRODUCT APPROVED as com Iyy�ngg with th• Florida Building Godi NOA-No. 16-0617.02 Approval Data 07/20/2017 By Miam a ro uc an o A M At/ i . 70592 I ATE OF•!(�� ldrawing` no W 16 973 H F F i OX—XX (SHOWN)f XX—XO 'OX—XO XX—XX. EXTERIOR NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET S. 3, FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. PRODUCT APPROVED as com Iyy�ngg with th• Florida Building Godi NOA-No. 16-0617.02 Approval Data 07/20/2017 By Miam a ro uc an o A M At/ i . 70592 I ATE OF•!(�� ldrawing` no W 16 973 DOOR FRAME W. I a a ' I I I Ci N i V I xf= I ao EXTERIOR PX (SHOWN) XP r DOOR FRAME WIDTH PXX-XX (SHOWN) XX-XXP r -- DOOR FRAME WIDTH 1 _ I - I aK I g� '- F J '• F M I I �2 I Ur 1 80 I • • • 1 0 • • • • PXX-XX (SHOWN) XX-XXP r -- DOOR FRAME WIDTH 1 _ I - a i• E sa I I Ci -x I YF - `III • • • 1 0 • • • • PXX-XO (SHOWN) OX-XXP r DOOR FRAME WIDTH PXX-XX (SHOWN) XX-XXP PXX-XXP APPROVED CONFIGUROTIQNS POCKETED DOORS TWO (2) TRACKS . . ... . . . ... . . ... . . . . .. . YDOOR FRAME WID� _; • • • • j•- • —� • • • • • • • • • • •• • • • • I I � I 22y I YF • • • 1 0 • • • • 1 I ao PXX-XX (SHOWN) XX-XXP PXX-XXP APPROVED CONFIGUROTIQNS POCKETED DOORS TWO (2) TRACKS . . ... . . . ... . . ... . . . . .. . YDOOR FRAME WID� _; • • • • j•- • —� • • • • • • • • • • •• • • • • I a I oo __ ZZ I I •I I I I a • -• • • • • EXTERIOR PXX (SHOWN) XXP NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5. 3. FCR ANCHOR DETAILS SEE SHEETS 14 THRU 19. i �-00 I a I I lY� U la� L--- I EXTERIOR PRODUCT APPROVED as=18ing with th• Florida Building Code NoA No. 16-0617.02 Approval Date 0 712 0/2 01 7 By � Miam ro uc on ro sly' J 8 � C v: n v � U J ~ z -% W vin�n 0 n Z e 0 3 I 1n N n w Lj u� m o N `/' p�1"` :. A!4•R�,sq psi' m I ` 0.70982 g i �yATEOF.� draw ng9 no. I o'er• j a • • • • • 1 0 • • • • I a I oo __ ZZ I I •I I I I a • -• • • • • EXTERIOR PXX (SHOWN) XXP NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5. 3. FCR ANCHOR DETAILS SEE SHEETS 14 THRU 19. i �-00 I a I I lY� U la� L--- I EXTERIOR PRODUCT APPROVED as=18ing with th• Florida Building Code NoA No. 16-0617.02 Approval Date 0 712 0/2 01 7 By � Miam ro uc on ro sly' J 8 � C v: n v � U J ~ z -% W vin�n 0 n Z e 0 3 I 1n N n w Lj u� m o N `/' p�1"` :. A!4•R�,sq psi' m I ` 0.70982 g i �yATEOF.� draw ng9 no. . . ... . . . ... .. .. . . . .. • • . • • . . • . . . . . . ....... .... E F � F o- o - N G -0 o- o- . .. .. • • • • • • • • • • • • NOS; r U � M1 DOOR FRAME WIDTH H • • • • • • • • • • • • • • 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. • • • • • 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS Z o 3 r x REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 74 THRU 19. Q n a w I Q f Z a `^ •144: • • • OWN10. N •• • • t • • • OGy�LL EXTERIOR - --i M O OC< e g O cl OXX (SHOWN) O • ti ¢ S xxo a n Mi Zw>m J Z$5 J FRAME WIDTH S Elm B. - �I h� i � n o N M 19 — U J W D J O N 3 f EXTERIOR XXX (SHOWN) N1 Z - n v1 S < r7 ------- I 3� C O F DOOR FRAME WIDTH EXTERIOR °1 f Leif T�- Iv1l O . o. PJIQ.A1�•,��o PRODUCT APPROVED as com 1rI�g with the Florida i o Buliding Gode NOA-No. 16-0677.02 Approval Data 07/20/2017 OXX—XXX (SHOWN) XXX—XXO �'l� TE OF �/� �` drove ng no. OXX—XXO XXX—XXX APPROVED CONFIGURATIONS NON—POCKETED DOORS Mlam� a ro uc on ro ORIDI;.'• \�� % S • .. ��(y '/ W16-73 THREE TRACKS A110 \\�` sheet g of 23 E F � F o- o - N G -0 o- o- i- H I I j LL i� I x� I ao PXXX (SHOWN, XXXP 1�50 z z UpU VI a0 -0 II -o PXXX—XXO (SHOWN) OXX—XXXP la I I�Q IZ2 I Ino I L____ DOOR FRAME WIDTH 1 1 K W I a 5 I zz y o - NOTE: le 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. Ip lu 9 2. FOR APPLICABLE DESIGN PRESSURES AND REIN'ORCEMENTS REQUIREMENTS SEE SHEET 5. lr Q W 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. ��'+ o iE-v-�.... u I t IQ V�r Q W t, V ILa� O F-w-m--mmmm 1� Qaoo.l QabF,I E -0 II -o PXXX—XXO (SHOWN) OXX—XXXP la I I�Q IZ2 I Ino I L____ DOOR FRAME WIDTH 1 1 K W I a 5 I zz y o - NOTE: le 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. Ip lu 9 2. FOR APPLICABLE DESIGN PRESSURES AND REIN'ORCEMENTS REQUIREMENTS SEE SHEET 5. lr Q W 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. ��'+ o i; F u mNµI IN t IQ V�r Q W t, V ILa� O Qaoo.l QabF,I PXXX—XXX (SHOWN) XXX—XXXP PXXX—XXXP APPROVED APPROVED CONFIGURATIONS PO .KET D DOORS THREE (3) TRACKS PRODUCT APPROVED as Building lY2 with tho Florida NOA-No.CCotl 16-0617.02 Approval Data 07/20/2017 By MIa-ini�a mpWON LLia'�-n IIJQac IQ W I 8 � o V) � I q v 3� J Z -J o � VM z 0 $ Z 3 J e 3zl�a ¢_ i"' WMgr 11iiV .70562 jrZ o Y TE OF F", drawingno. .... . yw`W16-73 i F i; F PXXX—XXX (SHOWN) XXX—XXXP PXXX—XXXP APPROVED APPROVED CONFIGURATIONS PO .KET D DOORS THREE (3) TRACKS PRODUCT APPROVED as Building lY2 with tho Florida NOA-No.CCotl 16-0617.02 Approval Data 07/20/2017 By MIa-ini�a mpWON LLia'�-n IIJQac IQ W I 8 � o V) � I q v 3� J Z -J o � VM z 0 $ Z 3 J e 3zl�a ¢_ i"' WMgr 11iiV .70562 jrZ o Y TE OF F", drawingno. .... . yw`W16-73 9 u c I DOOR FRAME wlDTrl ,1 � o- o- o - OXXX (SHOWN) XXXo DOOR FRAME WIDTH 7 H i- i• i, i; G o- XXXX (SHOWN) NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. Z 0 n 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19.°n Inc i �6 0 J cq CL G �m a "» 0mm M N0 J0 Q W J e LL Z W o Z O i QQ_ J a W m _ DOOR FRAMF. WIDTH r— H FO - F F i (SHOWN) PRODUCT APPROVED - s complying with th. Florida Building Code NOA-No. 16-0617.02 Approval Data 07/2012017 APPROVED CONFIGURATIONS ATE OF ••(y- drawing9 no. SON-POGK�ED DOORS BY �i�` [ORIUP••' (9: ` W� 6—%3 Mlam a ro uc on ro �i s� "' • �� FOUR (4) /1111.1—%% sheet 11 of 93 DOOR FRAME WIDTH PXXXX (SHOWN) XXXXP UW _ T. M r 3 O� ova G og` o- o- o- 4- Ow0`LOI N N ao � OEiyM, .0 .0 In � a o PXXXX (SHOWN) XXXXP v g DOOR FRAME WIDTH a I Zo 41 o- 8 is I I O� UW _ T. M r 3 O� ova i f Ow0`LOI N N ao � OEiyM, v o» In � a o o qyg N NK d q N Q W ? {Lww_- NOTE: J is°ma Q m f 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2" FOR APPUCA13LE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. -� h 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. v i v g DOOR FRAME WIDTH a I Zo 41 o- 8 is I I O� PXXXX—XXXO (SHOWN) OXXX—XXXXP APPROVED CONFIGURATIONS POOR FOUR (4) TRACKS PRODUCT APPROVED as com Iy g with the Florida Building Code NOA-No. 16.0617.02 Approval Date 07/20/2017 By Mianf7e Product Gontmi �'••'�c.BiisF'•-.• I o .7M2 • iE OF ��6/� drawing➢ no. .OR�o�'.Ca�.�� W16-73 o- PXXXX—XXXO (SHOWN) OXXX—XXXXP APPROVED CONFIGURATIONS POOR FOUR (4) TRACKS PRODUCT APPROVED as com Iy g with the Florida Building Code NOA-No. 16.0617.02 Approval Date 07/20/2017 By Mianf7e Product Gontmi �'••'�c.BiisF'•-.• I o .7M2 • iE OF ��6/� drawing➢ no. .OR�o�'.Ca�.�� W16-73 I I I I I i I I 1 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 m 2 �m 0 q�f QW 2 z� a Z; 00On�n CLct � 0GOmm r m gay°� d H O n Q W LL N (� 2 y Jn�aj Q..E 12 e PXXXX—XXXX (SHOWN) XXXX—XXXXP PXXXX—XXXXP APPROVED CONFIGURATIONS POCKETED DOORS FOUR (4) TRACKS PRODUCT APPROVED as comp)yfng with the Florida Budding Code Now -No. 16-0617.02 Approval Date 07/20/2017 By Mlanfi-D�roduct Control a k L19 5 drawing no. W16-73 ' 0% .. 0 , • • . . 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 m 2 �m 0 q�f QW 2 z� a Z; 00On�n CLct � 0GOmm r m gay°� d H O n Q W LL N (� 2 y Jn�aj Q..E 12 e PXXXX—XXXX (SHOWN) XXXX—XXXXP PXXXX—XXXXP APPROVED CONFIGURATIONS POCKETED DOORS FOUR (4) TRACKS PRODUCT APPROVED as comp)yfng with the Florida Budding Code Now -No. 16-0617.02 Approval Date 07/20/2017 By Mlanfi-D�roduct Control a k L19 5 drawing no. W16-73 • ... • , • .•. • • FLU W TYPICAL ANCHORS • . • a TYPI:AI. AIgHCg6 ' • • A! FOR SPA SEE NG ' ' • • ��. • ', Ali N� ••• •• Z qn3 1BY OR 26Y� �O r b @ Z < EDGE DIST: 1 13/.16" WOOD BUCK x Z W < v Ci �N. m • CONCRETE 1• W ._, &GE DISTO 3 16" 3 KSI MIN. iiia 0 • �y FF E1 7O ,l E1 M5 Q'� O18 p C (LO< �! � E16 4 aD O+M1+4 v ALMS O 1 u E8\/ y Z 9 M11 C a7 -7- C I I El6 i t I I 4113 �� E4 1 1 I 1 1 r I 11 1 I I I - I I I I I I I I I I_ I 11 1 I I I 1 I I I I Imo 11 8 I I I I 11 r� I !i IzJL' z -j L' Wo I N In N n w w 7- 0 _ E. kiii pa M p X Zd a D W 1 i o Z 3 n I I I I 1 1viLO o v WLI)¢' 1 I 11 I I I I I 1 1 I I I I I 1 1 I I I I I I I I I I I I I I I I I 1 1 I 1 1 I 1 I I 1 1 E15 I j l E5 I I I I I I M13 1 I I 1 1 1 1 1 Mg i 11 I 1 1 O'3 I 1 I 1113 E17 E9 i I I F-2 I I I V� 12- o E1El ® y 1 11 4 r 1 M5 M= Jit 8 Ir' I rn MS - _ •! ,_ — --- -_ �p7•1p1111/)/ C ` . CONCf1ETE° �I •,POURED & HARDENED GONCR:'TE°.• �� EN.4F m 1 3 K51•M N.: 1" 1>3/i e" • : / •7777 HIGH STRENGhI GROUT 3 1c51•uIN, ids/'i6' PRODUCT APPROVED _ Q NON -SHRINK, NON-METALLIC s 'MIN . as c ITIPIM with the Florida 70592 n ? • •. .. MIN.: • BuOding CCoodde - - n f'c - 5000 PSI MIN. - ' EI]GE DST. NOT BY ES W. \ © woA-No. 16.0617.02 MUST TRANSFER SRU SHEAR LOADS TO STRUCTURE � Approval Date 07/20/2017 TATE OF drawings no. TYPICAL ANCHORS BY — gi1D1;.•' TYPICAL ANCHORS SEE ELEV Miaml a ro uG n ro �� s �� W1 6-73 SEE ELIEV.FOR SPA' NC FOR SPACING '��I filll A` 1NN\ `\ sheet 14 of 23 • • • • • •a.1 TYPICAL ANCHORS, SEE ELEV. FOR SPAANG — — — — — AT HEAD 4— — • TYPE 'A'- 1/4* DLA. ULTRarON BY 'ELCO' (Fu=�7I, Fy=155 KSI) • • • -INTO.WOCD STRUCTURES_ +1I 2" MIN. -PENETRATION INTO WOOD• • • • • • • THRU 1DY BUCKS INTO CONCRETEI'•• • • 1-3/4" MIN. EMBED INTO CONCRETE, 1/2" MIN.. EDGE IST. THRU 2BY BUCKS INTO CONCRETE `_% 1-1/2" MIN. EMBED INTO CONCRETE, 1/2" MIN. E DIST. E 'B'- 1/4' DIA ULTRACON BY 'ELCO' (Fu -n7 I, Fy=155 ) DIRECTLY INT�CONCRET�E.) EMBU. EDGE DIST.TYPE 'C'- l' nl(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.) — (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) — — — — AT SLLL — — 'ELCO, TYPE 'B' 1 /4" DIA. ULTRACON BY (Fu -17/ KSI, Fy-155 KSI) DIRECTLY INTO CONCRETE MIN. EMBED INTO CONCRETE 1 -3/4" — - — — — — AT JAMBS — — — — -- TYPE 'ELCO' 'A'- 1/4- DIA. ULTRACON BY (Fu=177 KSI, Fy-155 KSI) INTO WOOD STRUCTURES 2" MIN. PENETRA110N INTO WOOD ' THRU 1B" OR 2BY BUCKS INTO CONC. OR FILLED BLOCK 1-1/4" MIN. EMBED INTO CONCRETE 1-1/2" MIN. EMBED INTO FILLED BLOCKS TYPE 'B'- 1/4- DIA ULTRACON BY 'ELCO' (Fu -177 KSI, Fy-155 KSI) DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS 2" M'N. EMBED INTO CONCRETE 2" M'N. EMBED INTO GROUT FILLED BLOCKS TYPE 'C'- 1/4" DIA. 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" TIIK. MIN. (Fy = 36 KSI MIN.) (S -EEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) — — ANCHOR EDGE DIST N S 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 f c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. .. 111 JIl • ••0 TYPICAL ANCHORS SE_ ELEV. FOR `PACING METAL VSTRUCTURES 1 13/18' 1/8` THK. NTN. N� Km ------------------ •oma M v TYPICAL ANCHORS i _ ___ —SEE ELEV. t�IWTOAPPR'D MUWON SEE SPACING 0 11 BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. PRODUCT APPROVED ;—,;,, a _ 'C', as complying with the Florida Building God. NOA-No. 16-0617.02 Approval Data 07/20/2017 By / Mia j roduct ConuaT_ TYPICAL ANCHORS SEc ELEV. FOR SPACING 15�V Z m O� F h I W ry `fry CL 2 Qs� O a'D�o L ct ? O V OR V o�� 2� p0ao0 ��Z0� 9=I g Q 5 i )B'•'�VOENgF �'•.. � � 4 0662 � n OF ' l(j� dowing no. Vis:........N t3 � WI 16-73 • •• • • t, E �� • �4ENf. As REOD. • • G m 3 E19 SEE SHEET 5 r PANEL WIDTN I FOR CAPACITY • • • • • El E rSTR CLARE TYPICALANCHORSOLL FOR SPACING lV w `4a? a M73� M11 E26 M'8 EIO D.L OPG. 11 M7 M, • • • • • • • k6 E73 E26 m O O ` o p TYPICAL ANCHORS ,v • • • • O 1 n = SEE ELEV. • • • TYPICAL ANCHORS a w FOR SPACING • -- -- SEE ELEV. Q' O C LL FOR SPACING Q y N -fir- • • ••—•. ci GWH paoa8 o zza I L6 In S0•g� awmf ^. m vola, „ REINF. AS READ. - E} Eta M13 E7 E79 FO S�HEET�m EXTERIOR vg 1/2' MAX- LOAD BEARMG �- "� PANEL WIDTH SHIMS 1BY OR25Yo '� WOOD BUCKS MAX. MAX. DOOR 3/R" MAX. v7 .moi 1 /2" FFJME WIDTH LOAD REARING LOADSHIMMING SHIMS I o C) z J W n � N (nN•? � 0 4 M Q M7 �O Q O o Z3� FJ • M6 i �7o�C TYPICAL ANCHORS f w UjM SEE ELEV. - - -- FOR SPACING z _ c n 3 - - o a a o i 99J c n u o3. EXf RE NF. AS R5 ° o 3333 E6 M5 E12 El 9 SEE SHEEP 5 fc o FOR CAPACITY tt 111111111 `b c < 1/2" MAX.,• MA%. DOOR FRAME WIDTH ,_y _� SA�3�'•v �' I n o PRODUCT APPROVED 1 LOAD BEARING as com 1yI�1t99 with the Florida ' SHIMS Building Code//' ��(( .70592 = - NOA�Io. 16-0617.02 Approval Date 07120/2017 ® STATE OF d-7 ng no. Mfaml ro uc n ro ',F�191;.G\°�� `1116-73 ,s sheett6of23 HOOK STRIP ANCHORS SEE ELEVS. FOR SPACNG� e�tj.z" s m POCKETED JAMB OPTION POCKET CAVITY NOT BY E.S. WINDOWS NOT PART OF THIS NOA TO BE REVIEWED BY AHJ O HOOK STRIP ANCHORS: SEE ELEV. FOR SPACING 1/4' DIA. U'_TRACON BY 'ELCO' (F-171 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS 1-3/4' MIN. EMBED INTO CONCRETE 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS J14 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MW. PENETRATION IN`O WOOD ,414 CMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 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 WIIH AUJM;NUM TO BE PLATED OR PAINTED) TYPICAL DGE IDWANC INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. PRODUCT APPROVED as complying or with tha Flida BuIlding Code NOA-No. 16-0617.02 Approval Bata 07/20/2017 By ' MI -44 adi'Produet Control O �• 0d1°N`a 0 N rott O G'w odoo� o -ata� N 0 JJ Q W �LL Tp {L 2oNo_ Q W ONI f 3 o! 0 • ATE OF ••(y�� drdawing no. I W16-73 18Y OR 26Y WOOD BUCK J�NSF • • • • • • .. :0- • • • •• • • • TYPICAL ANCHORS (SEE NOTE SHEET 1) _ • • • • • • • • • • • • • • SEE ELEV. 358' EDGE MST. / M ¢ cIn. EDGE •• • ••• ••• 3 5/8" µ+z FOR SPACING DIST. o 1 O E E- ST. �: MIN. V rn. rz MIN. • • ; _ . _L • • —� •• • • + a0 N 3 N� G l f • ... •� �a�a u m TYPICAL ANCHORS EIA g �� zz a [TYPICA._ ANCHORS O N SEE ANCHORS � wars TYPICAL ANCHORS SEE ELEVS. w SEE ELEVS. FOR SPACING FOR SPACING O FOR SPACING CONCRETE cnrE 3 5/9; G 3 K51 MIN. 0 TYPICAL ANCHORS METAL STRUCTURES 1/e• Tri K. (SEE SHEET 15) J 5/8" MIN. TYPICALANCHORS SEE ELEVS. FOR SPACING N -DADE COUNTY APPR'D MULLIONII SEE EPARATE I.II (SEE SHEET 15) T1",ANCHORS n rY II m jl No 4 Oda n x�W got � d 6 C M o QaOowp 0 �CiC O Z N 4 Of JOm¢.1 G I m 0_ O O O N v U J Z J W 5 N NNµ n � Q`hM alo n o Z 3 J m g 3zl`^n I vis a In U! Ln 1BY OR 28Y- --- —WOOD BUCK �] _ GLI% ��P�,.'A9,°�� (SEE NOTE SHEET 1) '�•. �11�Q ` I i J�NSF r o � PRODUCT APPROVED as co 1y1ng with tl» Florida 9uilding Cod9e TYPICAL ANCHORS . TYPICAL ANCHORS -0 Approval pato 07/2012017 FRAMES Br —�gi' lot ' C�°°; SEE ELEV. 3 TRACK Miam a ro uc on ro SEE ELEV. ANCHOR LOCATIONS sheet j$ cf 2.3 FOR SPACING FOR SPACING O1/2' MAX. LOAD BEARING SHIMS WOOD STRU RE a0 N 3 n z I TYPICAL ANCHORS SEE ELEVS. FOR SPACING in v O o IXT. w LL EXi. B 1/2' MAX. LOAD BEARING SHIMS ' CONCRETE cnrE 3 5/9; G 3 K51 MIN. 0 TYPICAL ANCHORS METAL STRUCTURES 1/e• Tri K. (SEE SHEET 15) J 5/8" MIN. TYPICALANCHORS SEE ELEVS. FOR SPACING N -DADE COUNTY APPR'D MULLIONII SEE EPARATE I.II (SEE SHEET 15) T1",ANCHORS n rY II m jl No 4 Oda n x�W got � d 6 C M o QaOowp 0 �CiC O Z N 4 Of JOm¢.1 G I m 0_ O O O N v U J Z J W 5 N NNµ n � Q`hM alo n o Z 3 J m g 3zl`^n I vis a In U! Ln 1BY OR 28Y- --- —WOOD BUCK �] _ GLI% ��P�,.'A9,°�� (SEE NOTE SHEET 1) '�•. �11�Q ` I i J�NSF r o � PRODUCT APPROVED as co 1y1ng with tl» Florida 9uilding Cod9e N0.70392 . NOA-No. 16-0617.02 -0 Approval pato 07/2012017 FRAMES Br —�gi' lot ' C�°°; drawing no. W1 6-73 3 TRACK Miam a ro uc on ro ��AA��Q(aa�\t\`V�� ANCHOR LOCATIONS sheet j$ cf 2.3 113Y OR 28Y WOOD BUCK w i (SEE NOTE SHEET 1) �'£DGE .111Y1 • ' 3 5/8�, ..z X i MIN.. EIB a m (p , TYPICAL ANCHORS �� SEE ELEVS. FOR SPACING TYPICAL ANCHORS OSEE ELEVS. B FOR SPACING .CONCRETE IN. 3 KSI M N. !.. '., l� ' • ' 0 • • • •• ••• • • �• �c�.o • • • • • •• • • • • • • •• 3/6- MAX. �z • • LOAD BEARING LOAD BEARING 3- EDGE DIST. g' • • o• SHIMS o \cd W MIN. ; m w rte' I vi�sv d u W M � EJB TYPICAL ANCR M • • —SEE ELEVS. FOR SPACING z C� :EtGE 1151 .3 5A'MV U T�T ro U 0 0 NZ TYPICAL ANCHORS 5 SEE ELEVS. FOR SPACING �o w N TYPICAL ANCHORS SEE ELEV. 1YPICAL ANCHORS SEE ELEV. FOR SPACING FOR SPACING 1/2- MAX. LOAD BEARING © NRE SHIMS � 4.�10'1y111ORR1UICK o J1 � o SHIMS (SEE NOTE SPEET 1) METAL f \ u STRUCTJRES n 1/6' THK. r (SEE SHEET 15) u EDGE DIST. 3 5/8' *&,— Z qr MIN. O H g q a W I F 2 a N O U O m LTYPICAL ANCHORS m O N M1 SEE ELEVS. FOR SPACING N a 0 O foo g o°��0 jI MIAMI -RADE COUNTY APPR'D MULLION �I w j I SEE SEPARATE NOA I I Q w N_ o (SEE SHEET 15) I O � c N TYPICAL ANCHORS TYPICAL ANCHORS ' 0 4 SEE ELW SFE ELEV. FOR SPACING FOR SPACING J i -j 1/2' MAX. 3/6- MAX. IW N - LOAD BEARING LOAD BEARING 3- SHIMS SHIMS m w rte' I vi�sv d u W M � EJB U T�T U 0 0 m 5 EXT. EXr. 71 PRODUCT APPROVED es com hin with the Florida Building Coda 7 �: _• : * = No".. 16-0617.02 o J1 � o Approval Date 07/20/2017 drawing no. 4 TRACK FRAMES eye °P''��.` ! W16-73 ANCHOR LOCATIONS Nllam •Pro ue on ro '��i��iSJp �L �` �`�� j �/it IIIIt sheet19 of 23., I7T]S / PART / REr�D. DPSCR37'T10N • • • �F-/ IgR/RID�IiS • ' I Et ES-EL400-Lq1 1 � FRI�ME HEAD (2 TRACK) • 6063•T6 - • • • • i� o EfA E".�.-EL400�Ol AS REOD. FRAME HEAD (3 TRACK) -T6 • • • • • ; E18 ES-EL400-205 AS REOD. I FRAME HEAD (4 TRACK) 8063-T6 - h z E2 ES-EL400-302 1 FRAME SILL (2 TRACK) 6063-T6 - F m o a E2A ES-EL400-202 AS REOD. FRAME SILL (3 TRACK) •�O6?T6• • a epON E2B ES-EL400-206 AS REOD. 'FRAME SILL (4 TRACK) • GO6 - 6• • -• • • ' • • 0ON U E3 ES-EL400-003 2 FRAME JAMB (2 TRACH) %O6, -TE• • -• t • • • • IL C4 E3A ES -E1400-203 AS REOD. FRAME JAMB (3 TRACK) • 60 -T • -• • • • • FF H E3B ES- 207 AS READ. FRAME JAMB (4 TRACK) 6063 -TS - ' • • • • • U r Vpjm E4 ES -E1400-004 1/ PANG ,TOP RAIL (PISUL LAM. MASS) 8063-T6 - od000yg� ES ES-EL400-005 1/ PANFi. BOTTgA RAL (INSUL LAM. GLASS) 6063 -TB - 6063-T6 - O E6 ES -6400-006 AS REQO. JAMB SP.LE (NSUL IAM. GLASS) 27 E7 ES -E1400-007 AS RE00. INTERLOCK STILE (INSUL LAM. GLASS) 6063-T6 - Q O p EB ES -E1400-009 1/ PANEL TOP RAL (LAM. GLASS) 6063-T6 - iL Za_ O O f l� E9 ES-EL400-010 1/ PANEL BOTTOM RAIL (IAM. GLASS) 8063-T6 - Q W W f E70 ES-EL40C-C71 AS REOD. JAMB STILE (LAM. GLASS) 1 6063-T6 - E71 ES-EL400-072 AS REOD. IN-ERLOCK SME (UM. GLASS) 6063-T6 - E12 ES -F1400-073 AS REOD. ASTRAGAL STILE (LAM. GLASS) 8083 T6 - E12A ES-EL400-008 AS REOD. ASTRAGAL SOLE (HSUL LAM. GLASS) 4063-T6 - � v E13 ES-EL400-D14 AS REOD. JAMB COVER 6063 -TS - E14 ES-EL400-015 AS READ. POCKET JAMB fi063-T6 - 8' 0 E15 ES-EL400-01fi AS REOD. SILL TRACK 606Z -T6 - 0 n E16 f:S-F1400-077 AS READ. HEAD COVER 6063 -TS - n E17 ES-EL400-018 AS READ. SILL RISER 6063-T6 - U� J E18 ES-EL400-0'<O AS READ. FlXt7 PANEL BO -.TOM GUIDE 6063-T6 - Z W o � E19 ES-Ei400-021 AS READ. INTEzLOCK REINFORCEMENT 8005-T5 - (n In H E26 ES -6011 AS REOC. SCREW Cb/ER 6063-i6 - JN Z e M7 ES-E1400-0Ot 4/ PANEL GLAZING GASKET (IAM. CLASS) SILICONE DUROMETER 7033 SHORE A J M2 ES-f1400-GC2 4/ PANEL GLAZING GASKET (NSUL. LAM. GLASS) SILICONE OUROMETER 7033 SHORE A J F M3 E52020 -G04 AS REOD. INTERLOCK BUMPER PVC OUROMEtER 6035 SHORE 0 N N4 ----W33271 NK AS READ. PILE WSTRIPPING (IMERLOCK) WOOL - w W M J MS W331B1NK AS REOD. PILE WSTRIPPING WOOL - LOCK: M6 PS01-0014 PS HEQO. DOOR HANDLE DIE CAST ALUM TWO POINT HANDLE SURFACE MOUNT METALLIC HANDLE AT 44' FROM BOTTOM M7 P501-1075 AS R'cQO. STRIKE FOR MORTISE LOCK ST. STEEL - FASTENED TO LOCK STILE TI- MB P501-7036 AS REQo. MORTISE 2 POINT LOCK ST. STEEL - (2) j8 X 1/2" FH SMS M2 ATION FASTENERS M9 GT -R34/3 -01-A 2/ PANEL ROLLER ASSEMBLY ZAMAK - SURFACE MOUNT MFTA111C 3 PLY DUAL HOOK LOCK 44" BOTTOM I M70 6844.1 AS RE00. BUMPER ALUM/NYLON - FROM FASTENED TO LOCK STILE Wlir MI1 ES-EL40D-FP' SL AS REQO. FIX. PANEL CUP ST. STEEL - (2) 110 X 1' FH SMS M72 /e % 3/+' AS REOD. KEEPER FASTENERS ST. STEEL P.H. SNS SURFACE MOUNT METALLIC KEEPER AT 44" FROM BOTTOM ,n M13 j10 X 1-i/4' AS REOD. PANEL ASSEMBLY FASTENERS ST. STEEL P.H. SMS FASTENED TO FRAME JAMB ASTRAGAL STILE WITH M14 j12 x 1-i/2" AS REOD. FRAME ASSEMBLY FASTENERS 5f. STEEL P.H. SMS (3) j8 X 3/4' PH SMS P MI5 j6 X 3/8' AS READ. FIX. PANEL CLF FASTENERS ST. STEEL P.H. SMS r o ri �D- MI6 j8 X 1/2" AS REOD. FIX. PANEL CLW FASTENERS 5T. STEEL F.H. SNS o Mill j70 X 1/2" AS REOD. ROLLER FASTENERS ST. STEEL P.H. SMS G < M19 j10 X 1' AS REOD. LOCK INSTALL ``1`L11111.w1�1``/..11/j2 PRODUCT APPROVED �� m as —p1yingg with thv Fbrfda ,! 1 BuildinCoda, NOA-No. 16-0617.02 Approval Date 07/20120`117 SEALANT: � Q ATE OF 7.4(%� drawingg—no. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH COLORED SILICONE. By MW o uc on r �i�s.'�20RIDP.•-�Eyy�� X77///�O/dA1.lEi1�� W16-73 WHITE/ALUMINUM (sheet 26 o/ 23] ATION FASTENERS 5T. STEEL F.H. SAES M20 j8 % 1/2' AS REOD. FiANOLE INSTNIATKIN FASTENERS ST. S1EE1 F.H. SMS �— 4.575 I�y-.062 —C 743 FRAME HEAD (2 TRACK) • • ••• • 5.686 • �— .062 RA -T • j�i51• FRAME HEAD (3 TRA" • • 1 • NB •'• :BANE HEAd (4 TRACK) t 062 2.0 I .062 2000 .070 2.000 00 —rte .E58 T�-4.782— E2 FRAME SILL (2 TRACK) FRAME SILL (3 TRACK) 1.386 —{ 1.380 .062 .072 3.715 5.525 �- 4.585 5.686 7,gg6 7.335 .062 .072 062 072 O63A E3B FRAME JAMB (2 TRACK) FRAME JAMB (3 TRACK) FRAME JAMB (4 TRACK) —062 I 1.74 17-12-1 433 178 I--2.750 POCKET JAMB FRAME SILL PRODUCT APPROVED as comP% with the Florlda Building Code Now Ho. 16-0617.02 Approval Date 07/20/2017 Br /lam Mim Product Control Z m m O y h no Ow L OGu'1M Oo>m OacogY� mm p n 2 m � w Cf ., Q W mm i K 0 m i$ drawing no. W16-73 -�j 1.340 1.811 2.6186 .062 i�_ -I.866 n PANEL TOP RAIL �.666y- 299 062 2.118 L PANEL BOTTM RAIL ESI (LAM. GLASS) F 2.92621 G62 1.490 .3 0 � 2.051 PANEL JAMB STILE E 00 (LAM. GLASS) y---2.750 .115 1.340 1.798 I I .062 1- F 1.622- INTERLOCK STILE 500 �1 TI 2.551 1.74 -� IIII .062-14 - SILL RISER -^{ 1.340 l� I 1.81 2.6_6 082 PANEL TOP RAIL 4SUL LMA. GLASS) 2.S93 062 II 2.118 Lif 3 - �1.340 F� PANEL BOTTM RAIL S J (INSUL LAM. GLASS) 062 1.490 � 1.340 Imo- 2.051 PANELJAMB STILE 6 (,..L LAM. GLASS) p-- 2.750 - 5 15 1.3408 .062 3- 1.622-^1 INTERLOCK STILE 7 (INSUL LAM. GLASS) _ow t • 1.75' • • ••• 1._r .875•A6- 0.062 •.082 •• • • =s • 140• • 1 04 • • • • • • •' • . z 422 3.422 - ASTRAGAL STILE E12 (IAM. GLASS) rl ,732- 1.350 .125 .929 I� EIB INTERLOCK STIFFEN7i 863 _441 .087 EI FIX. PANEL BOTTOM GUIDE 71l 050 .512 .275 ASTRAGAL STILE 'INSUL LAM. GLAS' �I040 x•1.711 f� HEAD COVER 2431 .050 _ 1.781 JAMB COVER .287 ; r .040 ^ 1 1 TRACK INSERT I1F26) SCREW COVER 970 929 .052 .480 M1 GLAZNG GAKET LAM. GLASS 1.340 972 .062 1.075 r� M2 GLAZING GASKE7- INSTIL. IAN. GLASS MATERIAL - SILICONE 1NRDNESS - 70±3 TENSILE STRENGTH = 1139 PSI ELONGATION AT BREAK _ 235% TEAR STRENGTH - 107 Lb/IN ERRTLENESS TEMPERATURE _ -40' F COMPRESSION SET = 12.5% (22h0212F) PRODUCT APPROVED s comps=ewith the Florida Building NOA-No. 16-0617.02 Approval Data 07/20/2017 � y�U Z q r QIL tjaN O w0�" n OGw'� �v o D a o o N O+It2 OJ m Q W JIB y�j LL KosB 0 V4 Q . 00 s 3 0 S �'• OF •�Lrz �� j drawing no. -fie • .. °.... W16-73 �u M ... a• 3 Z q A N M > OA o .0.�< ti 0�� 7 LL N LL Z O z m I ! Q W 0 S FRAME TOP CORNER 2 TRACK FRAMES (SHOWN) I o 7 TRACK FRAMES (SIMILAR) WITH (1) MDL. FASTENER I o h 4 TRACK FRAMES (SIMILAR) Wren (2) MOL FASTENERS PANEL IOP/BOTTOM CORNER LAM. (LASS RAIL k STILE (SHOWN) INS LAW GLASS RAIL STIP (SIMILAR) Z -I W o � V 1F 7 H z3�nl M14 to Q J w LJM<� u coo= 0 0 IT ``11s11Q111111/Illi J C PRODUCT APPROVED ` �P' OC ' •, m t o as com iyln with the Florida Building Codi Z. Na 2 NOA-No. 16-0617.02 FRAME BOTTOM CORNER Approval Dat. 07/20/2017 ="O Jr_ 9 2 TRACK FRAMES (SHOWN) ; 3 iTL1CK FRAMES (SIMILAR) WITH (1) MDL FASTENER By F • �{/�` drawmq no 4 TRACK FRAMES (SIMILAR) WITH (2) MDL FASTENERS Mla r rol uc on o s'• F R101`: •• �� W1 _ i�,lllll�l,l IAL 1�q� sheet 23 of 23 Openning # y MIAMI- D1ADE J MIAMI-DADE COUNTY MEN 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`b 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 witt,the Florida Building : Series "5000" Outswing Aluminum Casement Window — L. M. SPR rawi b - - lum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision F dated 10/16/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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, 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 terminale this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOX `l, ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County,. FIV da, and followed by the expiration date may be displayed in advertising literature. If any portion of .tlie 140A is displayed, then it shall be done in its entirety. r Cti, ,rte 1 INSPECTION: A copy of this entire NOA shall, be provided oto ,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# 15-0129.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. e'a,., _,�`" •, The submitted documentation was reviewed by Mandel Perez' ,#.,E:' NOA No. 18-0116.04 MIAMWADE COUNTY Expiration Date: April 03, 2023 Approval Date: February 22, 2018 211�)IB Page 1 ES 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. 11-0419.01) 2. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision E dated 05/06/15, 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) Forced Entry Test, Type `B" Window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 588-07 • . • 0 * •'• along with marked -up drawings and installation diagram of sCries•5000. ogt5wing aluminum casement window, prepared by Fenestration Testing Ta'16fatory.,de.,'Test .•.; • Reports No. FTL-6294 and FTL-6295, dated 02/25/11 and Q:ff 11 I respectively, . • both signed and sealed by Marlin D. Brinson, P.E. .... • • • .:. . .... • .... . (Submitted under NOA No. 11-0419.01) ..� � .., 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 " '• ' ' ;;;• 2) Uniform Static Air Pressure Test, Loading psr 1'43q, TAS 202-94 • 3) Water Resistance Test, per FBC, TAS 202-94 . ....:. ....:. 4) Large Missile Impact Test per FBC, TAS 244 : ; :00..: 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 '.:.. • ' 6) Forced Entry Test, Type `B" Window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 588--04 along with marked -up drawings and installation diagram of series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5336, dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 08-0204.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014), dated 10/27/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 Manue rek, P.E. Product Contr l E miner NOA No. -0116.04 Expiration Date: April 03, 2023 Approval Date: February 22, 2018 E-1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5te Edition (2014), and of no financial interest, dated October 27, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. corn Ilan letter for Test Reports No. FTL-6294 - , issued �byFenestration Testing c., a e 5/11 and 03/16/11 respectively, both signed and sealed by Marlin D. Brinson, P.E. • (Submitted under NOA No. 11-0419.01) ' • • 3. Laboratory compliance letter for Test Report No. FTL-5336, issue$..w Fenesti&idn .. .. ...... Testing Laboratory, Inc., dated 11/16/07, signed and sealed by Carlo S. Riond3, P.E. (Submitted under NOA No. 08-0204.05) • • • ...... ..... G. OTHERS 1. Notice of Acceptance No. 12-0820.06, issued to ES Window$,�W1, for their Series • "S-5000" Outswing Aluminum Casement Window - L.M.I., approved on 1448112 anti• • •.:. expiring on 04/03/18. • • • Manuel Perez,,1P.EL Product Control Ex min r NOA No. 18- .04 Expiration Date: April 03, 2023 Approval Date: February 22, 2018 E-2 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision F dated 10/16/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition (1017), dated 10/27/14 and revised on 09/22/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 0000 1. Miami -Dade Department of Regulatory and Economic Resources.*(RER) •..... E. MATERIAL CERTIFICATIONS •' " • • • •' 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray Amtri�a, Inc. fdr the' "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayerv"datec�Ewzs/18 expiring on 07/08/19. "• • • • 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America' , I'nc. for heir: "SentryGlas® (Clear and White) Glass Interlayers" dated 1?J28��, expiring on F. STATEMENTS • • • •' 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 61h Edition (2017), and of no financial interest, dated September 19, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0120.05, issued to ES Windows, LLC for their Series "5000" Outswing Aluminum Casement Window -L.M.I., approved on 05/14/15 and expiring .. on 04/03/18. Manuel Pe z, P E. Product Control am' er NOA No. 18 6.04 Expiration Date: April 03, 2023 Approval Date: February 22, 2018 E-3 55 / li s �E co 57 3 n p n w e uz 3 3 54 \ \ I CAM LOCKS (2) LOCKING POINTS ALL SIZES SERIES 5000 ALUMINUM OUTSWING CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE OR DOUBLE WINDOWS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH SERIES 5100 FIXED WINDOWS USING MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM CASEMENT WINDOW, FIXED WINDOW OR MULLION CHART 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-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 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. 0 •.. ••• • • • • • SURFACE APPLIED • • • • • • • FALSE MUNTNS • • • 0 • • • • : • OPTIONAL • u u / n D �• N0. OF WDW. HEIGHT KEEPERS _ D VENT WIDTH -_A =-w • • •• •• WINDOW WIDTH SINGLE (XI 76" 5 TYPICAL ELEVATIONS / R•• • • •• • v = ' TJ • • • •t N � "N •• •• \ _ \ _ -____GL_____ > \ II \ II II I MULTI P INT LOCK X Z' LOCKING POINTS_ 30" N a SEE CHART (C _ D.L. OPG >10 II u / / / / / / I_ 30 5/8" L 30 5/8" I D.L OPG D.LD.L. OPG 35 7/B" 35 7/8" VENT WIDTH VENT WIDTH 74" WINDOW WIDTH DOUBLE (XX) �V Z rom Qf Z� a Z C oo�� 00 N ILoo 'm 0 o a.0 s 0 IL 0-aL r K U) n Q w Z) Q W 01 f H THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. ° o r SHUTTERS ARE NOT REQUIRED. o V o c PRODi1LF RF.VISFD p�� O Ih the FlmiN JN^... m cempl)'n4..i \� Building Code j8-�I16"o4- gyp•••• Ngo'•. A« ptance r u e �anrne Date 23 _- ossa M�xn-Cade Product ; �ld�� _ A 9 A OF ((Z drawing no. N0. OF WDW. HEIGHT KEEPERS 35 1/4" UPTO AT SASH VENT WIDTH 37" WINDOW WIDTH SINGLE (XI 76" 5 TYPICAL ELEVATIONS II u / / / / / / I_ 30 5/8" L 30 5/8" I D.L OPG D.LD.L. OPG 35 7/B" 35 7/8" VENT WIDTH VENT WIDTH 74" WINDOW WIDTH DOUBLE (XX) �V Z rom Qf Z� a Z C oo�� 00 N ILoo 'm 0 o a.0 s 0 IL 0-aL r K U) n Q w Z) Q W 01 f H THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. ° o r SHUTTERS ARE NOT REQUIRED. o V o c PRODi1LF RF.VISFD p�� O Ih the FlmiN JN^... m cempl)'n4..i \� Building Code j8-�I16"o4- gyp•••• Ngo'•. A« ptance r u e �anrne Date 23 _- ossa M�xn-Cade Product ; �ld�� _ A 9 A OF ((Z drawing no. • l0(� 0 m m Z r 3 ° h J h Z W fV Q Q Z d �. O \e ° WH OV ° U N m m 8 Qa0g °.3tE O Q W W b (�ZNSO t Z f w Q W D h vi ,n lI 0 3 ti Rz J L7 J w 3 N a Q a M n 0 Z 3 J ¢ Z v 0 g N N < N Q J N 111 M f OSut c 08 M: ~ o o i E w NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION m DECLARATORY STATEMENT DCA05-DEC-219 0 r a n 0 V - C PRODUCE REVISED `�\ W. /7j m aswrip7yirgwid�the Fkaida ��1^`:. Builth,& Cad^_ �� ,.•\,1 8[c� i ^ e A.ccepl�m 7Vo 1$' OIl/o. i I•r� Pred]ct %� �_ c DESIGN IQAD CAPACI7T -PSP FOR (X) SIZES 1tEIH CAH IACI(S 1/IND0113 1TITFI IfI1LTI POINT IACE GG89 TYPES GLASS TYPE GU9S TYPES GLASS TYPES 1fIXT al is BY OF ND01I DINS. C. D. E, F 'A' 'B' 'C', 'D', '6', 'F' WIDTH HEIGHT IXT.(+) 1M.(-) EXT.(+) 1M.(-) IXT.(+) 1M.(-) IXT.(+) 1M.(-) 19-1/8" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 26-1/2' 46, 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 37' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 42" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 19-1/8" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 --;00 �� 185,0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 38 85.0 85.0 X85.0 B5.0 90.0 90.0 90.0 90.0 !42' 65.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 19-1/8� 85.0 85.0 B5.0 85.0 90.0 90.0 90.0 90.0 zs-1/z' s5.o bs.o ss.o BS.o 90.0 9o.D 9a.D 90.0 50-5/8" 37" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 42" 85.0 85.0 63.0 85.0 90.0 90.0 90.0 90.0 19-1/8 85.0 B5.0 85.0 85.0 90.0 90.0 90.0 90.0 26-1/2" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 63' 37' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 42" - - - - - 90.0 90.0 90.0 90.0 26-1/2' 74-I /4" - - - - - 90.0 90.0 37' - - - - - - 90.0 90.0 19-1/B' 90.0 90.0 26-1/2" 76� - - - - - - 90.0 90.0 36� 85.4 B5.1 24' 65.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 28" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 32" 46" 85.0 65.0 85.0 85.0 90.0 90.0 90.0 90.0 36" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 40" 85.0 85.0 85.0 83.0 90.0 90.0 90.0 90.0 42' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 21' 85.0 65.0 85.0 85.0 90.0 90.0 90.0 90.0 28" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 32' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 36" �• 85.0 8.5.0 85.0 85.0 90.0 90.0 90.0 90.0 40" 85.0 85.0 85.0 B5.0 90.0 90.0 90.0 90.0 42' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 24' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 28" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 32" 60, 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 36' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 40' - - - - - - 90.0 90.0 4r - - - - - - 9o.D 90.0 24" _85.0 85.0 85.0 B5.0 90.0 90.0 90.0 80.0 28" 85.0 85.0 85.0 65.0 90.0 90.0 90.0 90.0 32" 66" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 36� - - - - - 9D.0 90.0 90.0 90.0 24' - - - - - - 90.0 90.0 28" 72" 90.0 90.0 32• - - - - - 90,0 90.0 38" - - - - - - 90.0 90.0 24" - - - - - - 90.0 90.0 28" 76, 90.0 90.0 32� - - - - - - 90.0 90.0 36" - - - - 85,4 85.4 DESIGN IgAD CAPAf,TY - PSF PO (XY) SIZES 1l17'H C • I/It7R]•S 17I7'� Hl1LT1 POIN'` CK • CIA.15 T}PFS • •1d9S TYPE; G ,TYPgS SASS T•P899 1HND07/ OIYS. A. B. C, Of 8, F • 'A' • 'Cl 'D', '6��. WIDTH HEIGHT EXT.(+) 1M.(- .(+) 7N1.(•) FJ(T.(i� 1M.(-) ) (- 37" 26, 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 5J-1/8� 85.0 83.0 85.0 85.0 90.0 90.0 90.0 90.0 37' B5.0 5.0 85.0 90.0 90.0_ 90.0 90.0 53-1/8" 38-3/8' 85'0 65.0 •5.0• �.0 9(�l• 90.0 • •90.0 74" 85.0 .0 ��• !£.0 9•.0 9Q0 90. 90.0 84" 85.0 85.E 5.0 .0 �.S 9010 90.0 •90.0 37' 85.0 •8,.0 l5.0• 85O 9b.0 9(f0- 90.0 •90.0 53-1 B5.0 85.0 8.5.0 85.0 90.0 90.0 90.0 90.0 50-5/8" 74" 83.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 B4' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 37" B5.0 B5.0 85.0 85.0 90.0 90.0 90.0 90.0 57-1/8" 79.6 79.6 79.6 79.6 79.6 79.6 79.6 79.6 63' 74" 61.4 61.4 61.4 61.4 67.4 61.4 61.4 67.4 84' - - - - - 56.5 56.5 37' - - - - - 66.6 66.6 53-1/B' 74-1/4" - - - - - - 47.6 47.6 74" - - - - - - 36.0 36.0 37' - - - - - - 62.0 62.0 53-1/8" 76' - - - - - 44.3 44.J 74" - - - - - 3},t 33.4 48" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 56� 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 6t" 85.0 85.0 85.0 85.0 90.0 80.0 90.0 90.0 72" 48' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 60" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 84' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 48" 85.0 85.0 85.0 83.0 90.0 90.0 90.0 90.0 56" 85.0 85.0 B5.0 85.0 90.0 90.0 90.0 90.0 64' 85.0 85.0 85.0 65.0 80.0 90.0 90.0 90.0 72" 54' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 80' 85.0 85.0 85.0 85.0 90.0 90,0 90.0 90.0 84' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 80.0 48" B5.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 56' 85.0 85.0 85.0 85.0 88.9 68.9 88.9 68.9 64' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 72" 60" 73.5 7J.5 73.5 73.573.5 -73.5 73.5 BO' - - - - - - 68.7 68.7 B4" - - - - - - 66.8 66.8 48" 75.2 75.2 75.2 75.2 75.2 75.2 75.2 75.2 56' 65.7 65.7 65.7 65.7 63.7 85.7 65.7 65.7 64" 66, 58.9 58.9 58.9 58.9 38.9 58.9 58.9 58.9 72' - - - - - - 53.6 53.8 80" - - - - - - 49.9 49.9 48" - - - - - - 57.4 57.4 56' - - - - - - 50.0 50.0 64' 7Y - - - - - - 44.6 44.6 72" - - - - - - 40.6 40.6 48" - - - L�ff 56" 76' 48.6 - - - - - 42.361 37.672" 34.7 /B" HEAT STREN'D GLASS 1/8 HEAT STREN'D GUS • • • • • • • • • • • • �v ¢ c " .090' Interlayer .090" Interlayer • • • • • • • • • Trosifol PVB SentryGlas ' • • • • • • ' • • • By 'kuraray America, Inc.' By 'Kuraray America, Inc.' ' •' • • • • • • • Z M 3 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GIAS ' ' ' • • • • • • n z SILICONE SILICONESILICONE Q i n li F DOW CORNING 795/ 3 DOW CORNING 795/983 w DOW CORNING 795 O o C Z • • •IL E 10 I. t0A I • • •� • ' II II • �I �I /0 U RA n I I: • • • • in • 10 • • • II V W H a a ' i 2B I: I: 26 D I� j it i o � o g 0 o Q'rcZ� tv ¢ a- Q W7 4 b 30 4� AT 1/4 POINTS ON UTES Jo r0_ J 25 WIDER THAN 36" Q w m P i• GLASS TYPE `A' GLASS TYPE 'B' ALT. GLAZING OPTION SETTING BLOCKS AT LAM. GLASS <-- THESE GLAZING STOP CAN BE USED WITH NOTCH GLAZING BEAD LEG GLASS TYPES 'A', 'B', 'C' & 'D'. TO CLEAR BLOCKS n �I i 5/32" HEAT STREN'D GLASS 5/32" HEAT STREN'D GLASS z OR OR 5/32" TEMP. GLASS 5/32" TEMP. GLASS w J 1/4" AIR SPACE 1/4" AIR SPACE J w 5/32" HEAT STREN'D GLASS 5/32" HEAT STREWD GLASS 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS .090" Interlayer .090" Interlayer .090" Interlayer .090" nterlayer O M o p M w Trosifol PVI SentryGlas Trosifol PJB .090* las ,.� By 'kurcray America, Inc.' By 'Kuroroy America, Inc.' By 'kuroray America, Inc.' By 'Kuraray America, Inc.' I.Z 3 tD 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS 5/32" HEAT STREN'D GLASS 5/32" HEAT STREN'D GLASS a I� Z �_ o SILICONE SIDCONE SILICONE SIDCONE � N0 � Z DOW CORNING 795/983 DOW CORNING 795/983 F DOW CORNING 795/983 F DOW CORNING 795/983 W M r i m m _ _z i m z m \N U' �IIIFt.I-.��_^IJII fesIII.I �-(�T�I 26 \yr leIII i IIII 26 L\ 10 108 IIII I IIII� We1 0B10 IIII 1III iIItI 26 pUN S W W 4 TpoV' 5A AT POINTS ALL SIZES GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' GLASS TYPE 'F' SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG c �' TO CLEAR BLOCKS GLAZING OPTIONS a' o PRODUCT REViSFD \1t 111111 f!/! - u —plys-with the Fkrida ell;'�g� Bdm,Cade p* •' .•"Zd NOTE: 1/4" AIR SPACE CONSISTING OF, Ace F—ceNo j -jj j p4„ �.''VC N o TO QUALIFY FOR SMALL MISSILE IMPACT RATING SPACER: Expwati pate S EXTERIOR PLY OF GLASS TYPES 'E' & 'F' MUST BE TEMPERED. 'HELIMA' LOW PROFILE ALUMINUM SPACER By _ BY 'LINGERMANN GMBH' Meiarc: 'a�•%e product AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT:®�•, ({yam drawing no. SILICONE n DOW CORNING 791 ""n' L fii�ts�r •![ P••��% W0$-08 GE 2000 iyyy6® �•.�a1�� 1-- — TYPICAL ANCHORS .. .. . .. .: ... TWIrAI AWI-Ir1RC _ UK INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. NTO CONCRETE = 1-1/2" MIN. (INTERIOR ANCHORS AT MULL CLIP) INTO WOOD STRUCTURE = 11/16" MIN. INTO METAL STRUCTURE = 11/16" MIN. NOOD AT HEAD, SILL OR JAMBS SG — 0.55 MIN. 'ONCRETE AT HEAD, SILL OR JAMBS fa = 3000 PSI MIN. 90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. PRODUCE REVISED m c -ldymm tt,i h the Florida Building Cods.Or„ E60�ration Date By r N4iauti ade Product _ 2?L i M11 r r '�'�t,10EN.4F''•, a i o 7 T OF drawing drawi0 R10►.•�W08-08 3. V.V 3/16' MAX. • • • • • • • • • • m SHIM © O 48 : • • 1/R' LAO(. • • • • • • • • O 54 A �I • • 49 45 • SHIM • • • • • • Z 3 IEOP • y 3 16 • • • WOOD BUCKS • *00 • • 56 55 0 Z n W TYPICAL ANCHORS 15 51 46 60 59 F W 2 I SEE ELEV. • CAM FOR SPACING 0 l0�Vy `. 0 0 _________ SCREEN OPT--- • • • • • • • • • • • • _________ J q 0 µµI 16 • i 174. • • • • • • • O•. � C • 's •. • OSyn LL • • ••• •. TYPICAL ANCHORS w 0 U)C EE ELEV. �y0 6 14 g 13 52 50 o .F R SP AC w Q w j 6 16 6 EXTERIOR 4 + IL z U) f ° METAL J a 0 a a STRUCTURE D.L.OPG. Q w VENT WIDTH MULTI POINT LOCK OPTION CAM LOCKS OPTION WINDOW WIDTH SINGLE VENT WINDOWS 3 (� o W w �U —I W � 1/4' SHIM u of MAX. V) a BY WOOD BUC 0 0 a m ` Z3-� WO D STRUC E 3 16 37 SHIMS v• Q Z- 15 0 • a_ w 1/2- EETYPICAL ANCHORS 16 I W I�j F -------- SCREEN OPT.---- ----------- -------- v IEE ELEV. FOR SPACING N 0 wa 1 1a4' off= 6 TYPICAL ANCHORS 14 9 13 SEE ELEV. 18 6 36 EXTERIOR D.L OPG.tc FOR SPACING D.L. OPG. •v ml,g u VENT WIDTH VENT WIDTH WINDOW WIDTH o o�6 DUAL VENT WINDOWS d 0 o YY111 I u u uT�Y PRODUCTREVISFD 'itl�IFe FloHd1 �� AyP`y•�� % �mmP1Y`n8" f- n •1 Acc<plonce N E .70592 Nlisnli a Product ATEOP !(�� drawing no. •� n �i OR10P.•' \�� v, WO8-08 Al- �Y11Inn11NY sheet 5 of 10 TYPICAL ANCHORS • • • • • SEE ELEVS. FOR SPACING • • • • e • METAL • • • EDGE DISi.. \ e ML•LIO I _ 53 O \ ALT. ALT. P TYPICAL ANCHORS SEE ELEV. FOR SPACING • • TYPICAL ANCHORS. • • • • • • • • SEE ELEV. FOR 30ACI•G • • • • • • • • METAL • • • *AM* • • STRUCTURE* • • • ML•LIO SEE SE EDGE DIST. 1 53 • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING • ON SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER PRDDUCF REVISED w mmPIY'n8 with the Florid Building Code AccrPtmce hb E piraliat Uat By M14i•ni ade Product �_. 27 ( 1 �ycEN$F •' :o : � o / {7 '• �T = a s i STATE OF '•�� drawl0no. FtoRtor�.�d�� W08-08 3. 514 9� 30 �I --I .080 O9 SNUBBER FRAME -1 [-.329 1.848 .80T 3 0501 .062F- 1.876 .392 L2Q 6 3 GLAZING STOP (LAM. GLASS) I�0 .528 VENT IMPOST i 1.030 .125 1.844 .168 794 IMPOST STIFFENER .1351 1 I .050 F-1.083 -i GLAZING STOP (INSUL. LAM. GLASS) —IF147 ,1 -7[-328 .803 O62 .543 111; L.250 .837 �- tOC 1A GLAZING STOP (LAM. GLASS) GLAZING WEDGE 1.000 j� 1.000 1^- .338 125 .125 3.000 3.000 2. L L --j 338 1 X 3 1 X 3 z3 CUSTOM MULLION 234 STD. MULLION 2a • . 0:0 •. • ... too• to • •• i • • , • • .• • 0 00 •• • • • •• ••• too • ••• • • • • •• • • • • • „ • to 00 1.688 2 062 —� .500 � 725 2.063 A—` 53 FLUSH FRAME ADAPTER MULLION CLIP NOTCH OPTIONAL&1/2- PR ODUCT R E V ;SDc c—ds�wlA thF kwi& 30 &Codc A,—.p—r -Ol .04- m— ¢m— DX,Eyrr-xBs . M' v i S TE OF �� FR1�draingo no. v—O8�W 52 53 54 55 56 57 58 59 60 • . ••• • . • PART / QUANTITY DESCRIPTION MATERIAL 41 MANF./•UPPUER ES ES5001 1 FRAME HEAD 6063-T6• • • • • • �� Lam+ ES5001 7 FRAME SILL 6063-T6• • • • • • • • \ 710 ESSO01 1/ VENT FRAME JAMB -HINGE SIDE 6063-T6 - • • • • o E55001 1/ VENT FRAME JAMB -LATCH SIDE 6063-T6 - • • • • • O �F. b 3 m ES5002 1/ VENT VENT TOP RAIL 6063-T6 E55002 1/ VENT VENT BOTTOM RAIL 8063-T6 - f Z N o ES5002 1/ VENT VENT SIDE RAIL -HINGE SIDE 5063-T6 - • • • • • • • • • 0 0 0-0 U ES5002 1/ VENT VENT SIDE RAIL -LATCH SIDE 6063-T6 -• • • • • • • • IL t�uVu ES5004 2/ VENT SNUBBERS, 2-1/2" LONG 6063-T6 - • • • • • • 0; D G ES1103 AS REDO. GLAZING BEAD (LAM. GLASS) 6063-T5 • • • • • 0 t , 0 C - AS REOO. GLAZING BEAD (INSUL LAM. GLASS) 6063-T5 - j cr ES1008 AS REDD. GLAZING BEAD (LAM. GLASS) 6063-T6 - 0 d 004 g 27-425 AS READ. GLAZING GASKET EPDM OUROMETER 60 SHORE 'A' 0 0 b K ES1010 AS REDD. GLAZING WEDGE SOFT PVC DUROMETER 365 SHORE 'A' O: 0Z 0 n AS READ. Q y - FRAME k VENT ASSEMBLY SCREWS - 110 X 1-1/2' PH SMS W 4 p - 2/ SNUBBER SNUBBER INSTALLATION SCREWS /8 X 1/2' PH SMSJ 0 m Q J E202 AS READ. OUTER WEATHERSTRIPPING (POLYPROPYLENE BASE, TPE BULB) - OUROMETER 65 SHORE 'A' Q w ch r u ESS005 AS REDD. INNER WEATHERSTRIPPING EPOM DUROMETER 60 SHORE 'A' ( PJS40-55 AS REDD. CORNER LOCK ST. STEEL SULLIVAN k ASSOCIATES 301SS 2/ VENT 4 BAR HINGES -HEAVY DUTY - TRUTH HARDWARE - 3/ HINGE HINGE MOUNTING SCREWS AT FRAME - /10 X 1/2' PH SMS - 4/ HINGE HINGE MOUNTING SCREWS AT VENT - /10 % 1/2" PH SMS pv� 3 23 SERIES 1/ VENT SINGLE ARM OPERATOR (AT 8-1/2' FROM ENDS) - TRUTH HARDWARE o NOVA 1/ VENT SINGLE ARM OPERATOR (AT 8-1/2" FROM ENDS) - INTERLOCK A - 4/ OPER. OPERATOR MOUNTING SCREWS - /10-24 X 3/8' PH SMS J - 8/ OPER. OPERATOR MOUNTING SCREWS - j8 X 1/2' FH SMS J w 30175 1/ OPER. 13-3/4' LONG TRACK ST. STEEL TRUTH HARDWARE Z Of 1- - 1/ OPER. OPERATOR TRACK ST. STEEL INTERLOCK SIO - 2/ TRACK TRACK MOUNTING SCREWS - 010 X 3/8' PH SS SMS o 0 . M TRACK TRACK MOUNTING SCREWS - /8 X 1/2FH SMS j Z 3 - m - AS REDD. 1X3 CUSTOM MULLION 6063-76 - - AS REDD. 1X3 STANDARD MULLION 6063-T6 - $o N o - AS REDD. MULLION CUP 6063-T6 - 'j 4j 27-372 2/ LITE SETTING BLOCK, 7/16' X 3/16" X 3-1/2' LONG EPDM AT 6' FROM EACH END, DUROMETER 7535 SHORE A —� - 2/ LTTE SETTING BLOCK, 5/16' X 5/8' X 4' LONG EPDM AT 6' FROM EACH END, DUROMETER 7535 SHORE A - 8/ LRE TAPE SPACER (1/4" X 1/27 FOAM AT 6' FROM GLASS ENDS - OPTIONAL 5/16" BOX SCREEN ES5OD9 2/ VENT ANTI SAG SKATE, 2' LONG NYLON/CELCON M&M PLASTICS - 2/ SKATE SKATE MOUNTING SCREWS - J6 x 1/2' PHSMS o 0 0 ES5003 1 IMPOST 6063-T6 Quo Qa ES5010 AS ROD IMPOST STIFFENER 6063-T6 N �s1 CL01-0500 - MULTI -POINT LOCK MECHANISM INTERLOCK ?pal KI - - LOCK FASTENER PLATE - - 2/ LOCK LOCK FASTENER SCREWS THREAD FORMING SEALANTS: .01 -2250 -XXX - SNAP ON COVER - ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS .07 -1050 -XX% - SNAP ON HANDLE - SEALED WITH CLEAR ALUMINUM COLORED SEALANT. 0 - - GUIDE (ACETAL) - ME- M - - KEEPER (ACETAL) - pRoDu1111111 EVISED - - LOCK BAR (304 ST/ST) _ w � uh1Ne Flmib Building Cade �•, o ^ ES -5017 AS REDD. FLUSH FRAME ADAPTER 6063 -TS OPTIONAL oltb ;�`��J�+s• Acceptance lNo F 4 - 1/ VENT LOCKING HANDLE - SULLIVAN k ASSOC. Ezpi:ali,Date � - 2/ VENT LOCKING CAM (AT 11-1/2' @ 50-1/2" FROM BOTTOM) SULLICAN k ASSOC. _� 0592 . - 2/ LOCK LOCK MOUNTING SCREWS - 6-32 x 1 2 PH MS 1f / DI - Mivn D Product ES5013 1/VENT LOCK HANDLE/CAM CONNECTOR - 1/4" x 1/2' ALUM. BAR` O_ _ Browing no. ES5011 2/ BAR CONNECTOR SCREWS - CUSTOM ,\ -, :O '• TE OF 6(/` v L IDI•..•' CS -200K -SS 2/ VENT KEEPERS (A7 12' k 51' FROM BOTTOM) �i� ST STEEL SULUVAN k ASSOC. .., C! '''sslll�i W08 — Q$ KEEPER KEEPER MOUNTING SCREWS - #10 X 3/8' PH SMS A`1 �� Sheet 8 of 10 • ... y�U ,• w 16 00 A • • •• • • • • • •• mm,3 • . Z q n • ••• • ••• •• Q S ¢ a 6 0 O W N M O • ••• • • • • •• •Ito - 0 t oOGa O °z m °o I 1 z O o Z o J 00 J QwaMiik' �I Vi 3 n 0 W I ^� W i V J w 16 In LO001, n 16 i � 3z1i� FRAME CORNER o0 0 — o NVQ.. y ll.I M O � I N a I � flu i v u oIL d 12 d o "4 ci v o � � u PRODUCT REVISE 1111111 if Il/ - u av —plyi/nlc pith the FkrhIIl ` `11 �� AN 1 6utld gC�d ,;yZ�g,, �i /SAS 12 Arce t�rl$'C�lb.Dd. j�'.••'GEN3F -••;V i r 1 0 Expire+ism Date Y a.7 92 = y IMPOST CORNER hti cadcPr«1md ' ®• STATE OF r �� drawing9 no. VENT CORNER _� ' [ '`� .2oR�oP.• �� W�$-08 '�/�S�Oj �AL I�i,1` sheet g of 10 MULLION LOAD CAPACITY - PSF WINDOW DIMS. Ix3 1 x 3 STD. MULL CUSTOM MM WIDTH (W) LENGTH (L) EXT.(+) EXT.(+) INT.(-) INT.(-) 26-1/2' 37' 42" 45" 48' 53-1/8' 62" 58 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 26-1/2' 37" 42' 45" 48' 53-1/8" 62" 63' 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 26-1/2' 37' 42" 45' 48' 53-1/8' 74-1/4' 90.0 90.0 90.0 90.0 83.3 90.0 79.4 90.0 76.1 _90.0 71.7 90.0 26-1/2" 37" 42" 45" 48' 51" 76" 90.0 90.0 65.0 90.0 77.2 90.0 73.5 90.0 70.4 88.3 67.8 85.0 NOTES: 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF WINDOW MULLION. 2. FOR CASEMENT WINDOW CAPACITY SEE SHEET 2 OF 10. 3. FOR FIXED WINDOW CAPACITY SEE SEPARATE NOA. 4. LOWER VALUES FROM STEPS 1. 2 OR 3 WILL APPLY TO ENTIRE SYSTEM. MULLION LOAD CAPACITY - PSF WINDOW DIMS. 1 x 3 1x3 STD. MULL CUSTOM MULL WIDTH (W) LENGTH (L) EXT.(+) EXT.(+) INT.(-) INT.(-) 30" 36" 42" 48' 54" 60" 62" 54" 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 30' 36' 42" 48' 54" 60" 62' 60' 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 30' 36' 42" 48' 54' 59" 66' 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 30' 36' 42' 48" 54" 72' 90.0 90.0 90.0 90.0 90.0 90.0 64.5 90.0 79.2 90.0 30" 36" 42' 48" 51' 76" 90.0 90.0 86.9I., 77.2 70.4 67.8 SERIES 5000 F CASEMENT WINDOW EXTERIOR WINDOW WIDTH WINDOW WIDTH CASEMENT TO CASEMENT MULLION I • 0 ... 1 A o Q x C00 pa0c°a IONVy � t; � mw0 ry W j Iy C Z_ N� aWl- c -- 3 CLIPPtO NI 6LLIq • . / \ J.. / -� _-� -- \ -. ----W2 �� o ••• I W2 W1 e yl 2I u w� 2 3/4" - TYPICAL ANCHORS 4 PER CLIP SEE SHEET 4 FOR DESCRIPTION SERIES 5000 O CASEMENT WINDOW, \ •' e A n z w M \ 1 A o Q x C00 pa0c°a IONVy � t; � mw0 ry W j Iy C Z_ N� aWl- c -- 3 CLIPPtO NI 6LLIq • . / \ J.. / -� _-� -- \ -. ----W2 �� o ••• I W2 W1 e yl n 3 ' TYPIC�E�ATIONS w U J L, SIDE BY SIDE WINDOWS SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS U 3 N f~i1 1/2'�V N Oa ••• • 2U2 W -aW • • i• o.oa" i' j �3z`o Z M N Z (�� Q -j Li M r N 0 V h � u • • CO ¢ OWN` • • �•• • I'• Wl W2I W1 W2 W1 •• • • • '0'``80,M, () m • • ••• ••• 2I u w� 2 3/4" - TYPICAL ANCHORS 4 PER CLIP SEE SHEET 4 FOR DESCRIPTION SERIES 5000 O CASEMENT WINDOW, \ •' e A n z w M \ 1 A o Q x C00 pa0c°a IONVy � t; � mw0 ry W j Iy C Z_ N� aWl- c -- J.. -- -. ----W2 3 _ W1 W2 I W2 W1 e yl n 3 ' TYPIC�E�ATIONS w U J L, SIDE BY SIDE WINDOWS SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS U 3 N f~i1 1/2'�V N Oa N 2U2 W -aW N O W Uy WIDTH (W) = WI + W2 2 o.oa" c �3z`o Q -j Li M r N m � u CO ¢ SERIES 5100 EXTERIOR )W WIDTH WINDOW WIDTH CASEMENT TO FIXED MULLION P�RODpip g&VIS� cempiyinw•itlN Ib FbeNe � �P.• ` �� ri •A OuledmK Cude �� i � Arc glance h '� E�Lareticn MnRy a ade Prodad ••. C - ATE OF drowing no. 2 7c' I ;,ass .�o►..��, w08 -0s �77YT 11 �Aj11Nsheet 10 of 10 Cponni09 MIAMI-DARE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy E.S. Windows, LLC 3550 N. W. 49`h 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, DESCRIPTION: Series "3000" Aluminum Outswing French Doors w /wo t APPROVAL DOCU rawmg o. - s -3000 Alum tswing French Doors (LMI)", sheets 1, 2, 2.1, 2.2 through 5, 5.1, 6, 6.1 and 7 of 7, prepared by Al-Farooq Corporation, dated 06-10-04 and last revised on DEC 05, 2018, signed and sealed by Javad Ahmad, 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 Limitations: 1. Lower Design Pressures (DP) of Doors, sidelites, hardware, glass and threshold (sill) options shall control. 2. See sheets 1 & 2 for doors, 2.1 for single sidelite and 2.2 for doors w/ sidelites (Reinf/unRinf) mullion options within tested frame area. 3. The Water Rating +DP with STD sill= +70 PSF (X & XX) and Hi -Rise sill = +90 PSF (XX) and +100 PSF(X). 4. The frame are of alternate size must not exceed 97.58 ft2, nor panel tested area and max. Panel height. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Columbia, state and series and following statement: "Miami -Dade County Product Control Approved", 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, ani„ ollowed 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 #17-1114.03 and consists of this page J and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E.—� NOA No. 17-1226.11 MIAMI•DADE COUNTY Expiration Date: December 20, 2023 Approval Date: December 27, 2018 Page 1 brL \ O � � iq • C� 9�c Q� 9eu ! e �w of00, ei8i shaq�ci� !h rhe�,geop d�ad°n9id �Y_ dre !nden�s gp�,9virP��9s tq,,o 40V W61e 77P Of Of to nail efal� di �b of all 1/* sWe/ al nrEySen[ C �h pros Y to !/ e%ob !o �l hOf u �qd tabu, ` iof� /S �7 o �of tu�u9ucr� Ator �7�11 �a4i. Q^ E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file referenced below) 2. Drawing No. W04-51 Rev K, titled "series -3000 Alum Outswing French Doors (LMI)", sheets 1, 2, 2.1, 2.2 through 5, 5.1, 6, 6.1 and 7 of 7, prepared by Al-Farooq Corporation, dated 06-10-04 and last revised on NOV 09, 2016, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under#17-114.03/#16-0316.06/#15-0611.10/#14-0722.13/#12-0308.04/#09-1217.03) 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(see sheet 2) 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 drawing and installation diagram of aluminum outswing French door w/ Sidelite (OXX), prepared by Intertek/ Architectural Testing, Inc., No. F2673.01-450-18, dated 11/16/15, signed and sealed by Joseph A. Reed, P.E. 2. 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(see sheet 2) 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 202-9g• • 6099* • ...... Along with marked -up drawing and installation diagram of aluminum outswin.g Frenc$ clew/ • Sidelites, prepared by Fenestration Testing Laboratory, Inc., No. FTL-593B. 10/07109, .... ' • signed and sealed by Julio E. Gonzales, P.E. Note: This test report has beenra,4sed, revievyed, • •.. signed and sealed on 03/29/10 by Jorge A. Causo, P.E. (submitted under filen 41�-0617' 101#14- . • • • 0722.13/#12-0308.40) 0 6 V • 60:060 3. Additional Test Reports: Test reports issued by Fenestration Testing L.aD,�ratory, InZ'TeSt .... • report No(s) FTL-3947 & FTL-3955 per TAS 201, 202 & 202-94, dated 102104/04, both '. signed and sealed by Edmundo J. Largaespada, P.E. and test report Nq. FT -L-5164 t`et• FAS , • • 201/203-94, issued by Fenestration Testing Laboratory, Inc, dated 08/01107'signgd &sealed:" by Carlos S. Roinda, P. E. (Submitted under file # 09-0825.04). C. CALCULATIONS 1. Anchor verification calculations and structural analysis complying with FBC-2014 (511, Edition), prepared by Al Farooq Corporation, dated 08/01/16signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTMS -1300-02, -04 & -09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® Interlayer", expiring on 07/4/17. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Kuraray Butacite PVB Interlayer", expiring on 12/11/16. shaq 1. Chanda, P.E. Product Control Examiner NOA No. 17-1226.11 Expiration Date: December 20, 2023 Approval Date: December 27, 2018 E-1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 08/01/16, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA # 16-0316.06, expiring December 16, 2017. 2. Statement letter dated 11/09/16 issued by ES windows, LLC requesting one year conditional approval until completion of the test proposal # 16-0940 and agree to remedial action, should the test is unsuccessful, signed by Samir Sabagh (Engineer -ES) 3. Test proposal No(s) #16-0940, #09-0225 dated 06/17/09, # 06-0411 dated 07/31/07 & 02/06/06 approved by BCCO. 4. Distribution agreement between Energia Solar, S.A.-ES Windows and ES Windows, LLC, dtd 08/03/15, signed by Ms. Carla Garcia (MGR) and Andres Chamorro (Gen. MGR) respectively. 2. Evidence submitted in previous file #17-1114.03. A. DRAWINGS 1. None. B. CALCULATIONS 1. None 0000 C. QUALITY ASSURANCE •' 6 •"" • • • • • • • 1. Miami Dade Department of Regulatory and Economic Resources (RE I��.� 6000 • 0000 • 0000.. 0000.. 6 D. MATERIAL CERTIFICATIONS• • • • "•"• ' 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. M mer E.413 ont * 00000 . 0 DeNemours & Co., Inc.) for the "Sentry Glass ® Interlayer", expiring on 17/4/1$' • 0 • • • • • 2. Notice of Acceptance No. 16-117.01 issued to Kuraray America, InG•(�;gt}ner E.l'."Dupont 6.6 6 • • DeNemours & Co., Inc. for the "Kuraray Trofosil Ultra clear and color PVH Interlayer• • 0 .0066. (Former Kuraray Butacite ® PVB interlayer)", expiring on 07/08/19; • 6 6 60 . 00 660000 E. STATEMENTS 060 •• 1. Statement letter of conformance to FBC 2014 (51h Edition), FBC 2017 (611 Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 08/01/16, signed and sealed by Javad Ahmad, P.E. F. OTHER 1. This NOA renews NOA # 16-0316.06 for one year, expiring 12/16/18. 1. New Evidence submitted A. DRAWINGS 1. Drawing No. W04-51 Rev M, titled "series -3000 Alum Outswing French Doors (LMI)", sheets 1, 2, 2.1, 2.2 through 5, 5.1, 6, 6.1 and 7 of 7, prepared by Al-Farooq Corporation, dated 06-10-04 and last revised on DEC 05, 2018, signed and sealed by Javad Ahmad, P.E. � �,u --h \, L�tl.,...11 IshAq I. Chanda, P.E. Product Control Examiner NOA No. 17-1226.11 Expiration Date: December 20, 2023 Approval Date: December 27, 2018 E -2 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted(continue) B. TEST 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(see sheet 2) 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 drawing and installation diagram of aluminum Single and double doors outswing French door w/ Sidelite (OXX), prepared by Blackwater Testing, Inc., No. BT-ESW-16- 011, dated 03/16/17, signed and sealed by Constantin Bortes, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis complying with FBC-2017 (6th Edition), prepared by Al Farooq Corporation, dated 09/15/17, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. C. QUALITY ASSURANCE 0.00 1. Miami Dade Department of Regulatory and Economic Resources (REIZ)..'. 0090 .0000. • • • 0000 D. MATERIAL CERTIFICATIONS • • 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc A(forr wr E.: J)Urpnt DeNemours & Co., Inc.) for the "Sentry Glass ® Interlayer", expiririg p*,Q7/4/21� • • 2. Notice of Acceptance No. 16-117.01 issued to Kuraray America, Ino'.(riia$rler E:j.•Dufont DeNemours & Co., Inc. for the "Kuraray Trofosil Ultra clear and colo:epytt Interlayar (Former Kuraray Butacite ® PVB interlayer)", expiring on 07/08/19* ;.•�; E. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6th Edition) and letter �of no �fmanc�Znterest, prepared by Al Farooq Corporation, dated 09/15/17, signed and sealed by Javad Ahmad, P.E. F. OTHER 1. This NOA revises and renews NOA # 17-1114.03, expiring 12/16/23. E -3 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. tsu-A,1. �� «—a---- Ishaq 1. Chanda, P.E. Product Control Examiner NOA No. 17-1226.11 Expiration Date: December 20, 2023 Approval Date: December 27, 2018 6' • • •s• • • • •s• •• •• • • • •• •• • 0 too • • • • • • • • • • • • • • • • • • 35 • • /D- A_'MTG.•STILE; SURF ; APP • 6' MAX. FAL, • • D MAY BE USED CORNERS • • • •• •• v 146 3/8" MAX. v IT OVERALL FRAME WIDTH (4) ANCHORS 35 3/16' 76" MAX. AT MTG. STILES AND MULLION ENDS SIDELITE WIDTH DOOR FRAME WIDTH MAX. n HEAD/SILL A 3" C COO RNERS K II _ � LOCK OPTI N5 2 7i a4 II 6' • • •s• • • • •s• •• •• • • • •• •• • 0 too • • • • • • • • • • • • • • • • • • 35 • • /D- A_'MTG.•STILE; SURF ; APP • 6' MAX. FAL, • • D MAY BE USED CORNERS • • • •• •• v v IT �BOL1\ TI" F I G \ n II K II _ � LOCK OPTI N5 2 II a4 II SEE SHEET FOR WACITY\ II r/ V 7� io p b w •�• I I'�' '�• 11�' O 0 11FLUSH / 11 Ill BOLT / I I _II \ � FLUSH I I B O I t ACTIVE INACTIVE 28 3/16" 12' JI D.L. OPG. HAX SILL D.L. OPG. 33 5/16' 36 13/16"( OXXO ) 33 5/16' PANEL WIDTH LEAF WIDTH LOCK OPTION #1 PANEL WIDTH MAX. FRAME AREA NOT TO EXCEED 97.58 50. FT. PER FBC 2014 SERIES -3000 ALUM OUTSWING FRENCH DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUIREMENTS 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 SWILL 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. N 1 m W 1\ rc b U U DR HAHN 2 SEE SHEET FOR CAPACI BUTT HINGES SEE SHEET 2 FOR CAPACITY :E HINGES TYPICAL ELEVATIONS TESTED UNITS THESE PRODUCTS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY. BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE SHEET 2. USE LOWER VALUES FROM GLASS, HINGES, LOCK AND FRAME SILL OPTIONS USED. STEP 3 FOR SIDELITE PANEL (0) CAPACITY SEE SHEET 2.1. STEP 4 FOR SIDELITE COMBINATION WITH DOOR OR SIDELITE SEE MULLION CAPACITY CHART ON SHEET 2.2. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. 76' MAX. r D . OPG. —� - HEAL SILL ( x x ) LOCK OPTION #2 NOTE: FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET 5. DOOR LEAF WIDTH (X) = FRAME WIDTH - 2.8125" DOOR LEAF WIDTH (XX) _ (FRAME WIDTH - 2.375")/2 DOOR LEAF HEIGHT = FRAME HEIGHT - 2.500" SIDELITE PANEL WIDTH = SIDELITE WIDTH - 1.875" WODUCT DEVXM r arww" wMY ae Rmw a 17-/94' l �- 811d.13mee/w1 z m@n 1. HINGES Z n q SEE SHEET 2 w a FOR CAPACITY a ry `F g n a W O � 44 N r O�~ 1� (a 0 0 W J 4 b W y p Zoi A Wm _< wJw W f F m a Flo V EN3F "•. td �i o o .70592. .. k c 5,2018_ -- - STATE OF Q(/ drawing no. W04-51 LOCK OPTION 1 & 2 ��rwu • • • • • ••• . • 37-1/2" • ••• :9.0: • • • . • .. FRAME HEIGHT 'A', 'B' & 'D' FRAME WIDTH 'C' & 'E' 'F' ♦ 'G'•A. H' ••QP • • OPTION 'I' OPTION '2' INCHES INCHES EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) IM. (-) • • • • • 90.0 90.0 100.0 120.0 90.0 90.0 100.0 120.0 70.0 80.0 70� 0. 90.0 90.0 90.0 100.0 120.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 70.0 80.0 100.0 120.0 90.0 90.0 90.0 90.0 !70.080.0 90.0 90.0 760 90.090.070.0 w • • • • ♦ NOTE: • • • • • • • 00 0 • • LOWEST VALUE S";EQ F:OhPQPTION WILL•APPLY. • " • ••• •• DESIGN LOAD CAPACWY • P`F S DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) FARE OPTRONS) • • 37-1/2" 34-11/16" 26-1/16- GLASS TYPES • • • • ♦ NGE • • LOCKS FRAME HEIGHT 'A', 'B' & 'D' FRAME WIDTH 'C' & 'E' 'F' ♦ 'G'•A. H' ••QP •1' •'2' & '36 OPTION 'I' OPTION '2' INCHES INCHES EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) IM. (-) EXT. (+) INT. (-) EXT. (+) T. (-) EXT. (+) IM. (-) EXT. (+) IM. (-) 95-3/4 37-1/2 70.0 60.0 39-5/8 - - 90.0 90.0 100.0 120.0 90.0 90.0 100.0 120.0 70.0 80.0 70� 0. 90.0 90.0 90.0 100.0 120.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 70.0 80.0 100.0 120.0 w • • • • ♦ NOTE: • • • • • • • 00 0 • • LOWEST VALUE S";EQ F:OhPQPTION WILL•APPLY. • " • ••• •• FRAME WIDTH LEAF WIDTH DAYUTE OPG. 31-1/2" DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) 20-1/16" 37-1/2" 34-11/16" 26-1/16- GLASS TYPES 36-13/16" HINGES LOCKS FRAME HE04T FRAME WIDTH A • B' & 'D' 'C' & 'E' 'F' 'G' & 'H' OPTION 'I' '2' & '3' ION '1' & '3' OPTION '2' INCHES INCHES_ _EXT. (+)--INT."(-)-,EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) IM. (-) EXT. (+) IM. (-) EXT. (+) INT. (-) (+) INT (-) EXT. (+) INT. (-) 95-3/4 71-3/4 70.0 80.0_ 1 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 90.0 90.0 !70.080.0 90.0 90.0 760 90.090.070.0 800 90.0 90.0 90.0 90.0 0.0 80.0 90.0 90.0 FRAME WIDTH LEAF WIDTH DAYUTE OPG. 31-1/2" 28-11/16" 20-1/16" 37-1/2" 34-11/16" 26-1/16- 39-5/8- 36-13/16" 28-3/16" 59-3/4" 28-11/16" 20-1/16 71-3/4" 34-11/16 26-1/16" 76" 36-13/16" 28-3/16" EE PIECE ALUM BUTT HINGE BY 'E.S. WINDOWS'"HINGES L� = c5 21 ��o•' 7 TE OF ��(y` PER -LEAF AT. 11" FROMTOP & BOTTOMLOCK qAND OPTION 1 & 2 AT MIDSPANENED TO DOOR FRAME AND LEAF WITH X 1" FH SMS SCREWS AT FRAME, (5) SCREWS AT LEAF FACE MOUNT 2 WING PIVOT HINGE BY 'MASTER ACCESSORIES' WITH EXTRUDED ALUMINUM BASE, DIE CAST ALUMINUM NOTE: COVER PLATES, ST. STEEL PIVOTS AND GALV. STEEL GLASS CAPACITIES ON THIS SHEET ARE BRUSHES AND SCREWS BASED ON ASTM E1300-09 (3 SEC. GUSTS) (2) HINGES PER LEAF AT 12" FROM TOP & BOTTOM AND FLORIDA BUILDING COMMISSION FASTENED TO DOOR FRAME AND LEAF WITH DECLARATORY STATEMENT DCA05-DEC-219 5/16-24 X 1' FH MS (2) PER WING f3: OPTION SERIES 60AT (DR HAHN A701) DIE CAST ALUMINUM HINGE BY 'DR HAHN' (2) HINGES PER LEAF AT 8-1/2" FROM TOP & BOTTOM FASTENED TO DOOR FRAME AND LEAF WITH D.L. OPENINGS: (2) 5/16-24 X 1" HEX DRIVE FLAT HEAD SCREWS D.L.O. HEIGHT - LEAF HEIGHT - 8.1875" (STD. 130T. RAIL) D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) D.L.O. WIDTH = LEAF WIDTH - 8.625" WIDTHS: FRAME WIDTH LEAF WIDTH DAYUTE OPG. 31-1/2" 28-11/16" 20-1/16" 37-1/2" 34-11/16" 26-1/16- 39-5/8- 36-13/16" 28-3/16" 59-3/4" 28-11/16" 20-1/16 71-3/4" 34-11/16 26-1/16" 76" 36-13/16" 28-3/16" NOTE: DOOR WIDTH AND HEIGHT MUST COMPLY WITH EGRESS REQUIREMENTS PER FBC WHERE REQUIRED. HEIGHTS: DAYLITE OPG. STANDARD HI -PROFILE FRAME HEIGHT LEAF HEIGHT BOTTOM RAIL BOTTOM RAIL 82-1/2" 80" 71-13/16" 68-1/16" 95-3/4" 93-1/4" 85-1/16" 81-5/16" LOCKING HARDWARE: ACTIVE LEAF: OPTION N1: SURFACE MOUNT DEAD BOLT LOCK BY 'YALE' AT 45" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 1/4-28 X 2-1/2" OH MS LEVER TYPE METALLIC HANDLE AT 37" FROM BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) /8-32 X 1-3/4" PH MS. CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 12" FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH `8 X 3/4" FH SMS (2) SCREWS PER BOLT OPTION 12: 3 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39" FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) /8-32 X 2" OH MS OPTION 43: 4 -POINT MORTICE LOCK SYSTEM BY 'INTERLOCK' AT 39" FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) b8-32 X 2" OH MS INACTIVE LFAF (FOR USE WITH OPTIONS 1,2 & 3) CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 12" FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH /8 X 3/4" FH SMS (2) PER BOLT WATER INFILTRATION LIMITATIONS: WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL l +70.0 PSF (X & XX DOORS) HI -RISE SILL - +90.0 PSF (X% DOORS) +100.0 PSF (X DOORS) EXCEPT GLASS TYPES 'G' & 'H' REQUIRE HI -RISE SILL FOR ALL CASES. 3 - I 3A I I 2.000 J_ STD, SILL HI -RISE SILL y ftU �0 Zng C nY Q i 0 eg O ~ LL 0GR�+ cy wo 0 L 0 0QmO Q W j It 0 IL Z• ' Lav J z . Q W V � N d v1 � I g o e i n � U z J W 3 K w Qan, S 3zI� N N o Q W,IWnm� "tobuc r REV"" r comivl71.g with the Mocha �L Ce6 Awptooce No I% E�Neofioo ptc 1� 17 � 1 'J -•� Mk711irildc f.dtlel CoN1N ``1111111 111111 c v ,S c e e � o � f °' •. o T o VGEN@F ' _ .70592 L� = c5 21 ��o•' 7 TE OF ��(y` drawing no. W04 51 STATIONARY PANEL (0) OR SIDELITES • • • FRAMA E E `. G3 .. B ( 0 ) • • • WATER INFILTRATI WHERE WATER INFILTRATI LIMIT EXTERIOR LOADS F STD. SILL = +70.0 PSF HI -RISE SILL = +90 0 V I Y 0 • IONS:IS C M AS FOLLOWSO ~ W 2 Q a • 3 P qFr ( W W • 1.500 2.000 0 O j 0 of STD. SILL D.L. OPENINGS: Cy O M O 0 a o a s O N O H ILZ��G n W Q w O € I - - -� DESIGN LOAD CAPArd ,- &SF• • • 0 M , FRAME HEIGHT Ff./IN. D.L.O. HEIGHT = LEAF HEIGHT - 8.1875" (STD. BOT. RAIL) I e • CW jjmr • • • • kIL • FRAME WIDTH 'A', 'B', '0' 'C, 'E, • 'FTINT.( INCHES EXT.(+) INT.(-) EXT.(+) �M.(- EXT.(+) IM.(33 (HI RISE BOT. RAIL) 70.0 80.0 90.0 90.0 90.0 N n 80.0 6/10-1/2 36 39 70.0 70.0 80.0 80.0 87.0 80.3 87.0 87.0 BO.i • •80.! 3/16' H.S. GLASS 80.0 BD.Fj42 3z 1/8" H.S. GLASS 70.0 70.0 74.6 80.0 74.6 90.0 90.0 • %0xv 90� .090" Interlayer 74.633 80.0 .090" Interlayer 7/0 36 39 70.0 70.0 80.0 80.0 87.0 80.3 87. �7.q� 80.3 80.3 ly.0 80.0 7E.0 • 70.0 fdO.d • 80.0 By 'Kuraray America, Inc. 33 70.0 B0.0 87.6 87.6 90.0 90.0 70.0 80.0 8/0 36 70.0 80.0 87.0 87.0 87.0 87.0 1 70.0 80.0 • • • WATER INFILTRATI WHERE WATER INFILTRATI LIMIT EXTERIOR LOADS F STD. SILL = +70.0 PSF HI -RISE SILL = +90 0 V I Y 0 • IONS:IS C M AS FOLLOWSO ~ W 2 Q a • 3 P qFr ( W W • 1.500 2.000 0 O j 0 of STD. SILL D.L. OPENINGS: Cy O M O 0 a o a s O N O H ILZ��G n W Q w O € I - - -� I O '� ax a `uw r g DECLARATORY STATEMENT DCA05-DEC-219 M D.L.O. HEIGHT = LEAF HEIGHT - 8.1875" (STD. BOT. RAIL) I e x h R D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) z Li r D.L.O. WIDTH = PANEL WIDTH - 4.000" N n 0 M h j a z 3/16" H.S. GLASS Q 3/16' H.S. GLASS 1/8" H.S. GLASS 3z 1/8" H.S. GLASS ^ .090" Interloyer .090" Interlayer IWrl�.w- .090" Interlayer .090" Interlayer SenlryGlas Trosifol PVB Trosifol PVB Trosifol PVB By 'Kuraray America, Inc. By 'kuraray America, Inc By 'kuroray Americo, Inc.' By 'kuraroy America, Inc.' 3/16" H.S. G S 3/16' H.S. GLASS 1/8" H.S. GLASS 5/32" H.S. GLASS w SILICONSILICONE DOWSIL 795 a F SILICONE DOWSIL 795 r SILICONE DOWSIL 795 m DOWSIL 795 i = J cs a^7 1 r ca f� f r 31 ii'I q - r W n 31 f11 it I I I _O GLASS TYPE 'A' ,k„ GLASS TYPE 'B' , GLASS TYPE 'C'„ GLASS TYPE 'D' 1/8" H.S. GLASS 1/4 . . SS 1/8" H.S. GLASS 3/16" H.S. GLASS 090" Interlayer 090" Interlayer .090" Interlayer 090" Interlayer SentryGlas SentryGlas --Saflex Clear And Color Glass Safkx Clear And Color Glass By 'Kuromy America, Inc.' By 'Kuraray America, Inc.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' 1/8" H.S. GLASS 1/8" H.S. GLASS 1/8" H.S. GLASS 3/16" H.S- GLASS SILICONE DOWSIL 795 SILICONE DOWSIL 795 Iw SILICONE DOWSIL 795 SILICONE DOWSIL 795 m F m m m Z N Z N Z 1 Z IN II II II �� 31 iii \ I III rc a 36 35 GLASS TYPE 'E' GLASS TYPE 'F' GLASS TYPE 'G' ��+ W GLASS TYPE GLAZING OPTIONS HI -RISE SILL NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION Cy O M O 0 a o a s O N O H ILZ��G n W Q w O € I - - -� I O '� ax a `uw r g DECLARATORY STATEMENT DCA05-DEC-219 M of 0 I e x h R J L z Li r N n 0 M h j a z Q b SIz3�.. 0 3z ^ I vi C) n vwi IWrl�.w- 4AODNCf REVD71BY Y• aaiiiiiptyin9 wit► t4 FMe4Y eo 1 12•L6.11 � "uN I O '� ax a `uw r g o /� Y li � _ � o 0.70582 a ec 5,2018 Ir u0 )• TEOF ({7�� drawing no. ///��®�� MULLION DESIGN LOAD CAPACITY - PSF SIDELITE WIDTH INCHES FRAME HEIGHT FT./IN. DOOR TO SIDELITE TO SIDELTTE MULLION SIDELITE MULL UNREINFORCED REINFORCED REINFORCED EXT.(+)/INT.(-) EXT.(+)/IM.(-) EXT.(+)/INT.(-) 24 27 30 33 36 39 42 6/10-1/2 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 79.2 80.0 90.0 24 27 307/0 33 36 39 0 80.0 80.0 90.0 80.0 80.0 _90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 77.9 80.0 90.0 15 21 24 27 30 33 36 8/0 1 71.2 80.0 90.0 67.7 80.0 90.0 64.5 80.0 90.0 61.6 77.7 90.0 58.9 74.4 53.3 56.5 71.3 76.4 1 54.2 68.5 70.7 OVERALL_ FRAME W. OVERALL i FRAME WIDTH •/ L • • E F / L W II II • IlOOR DTHWIDT FRAME SSD SWIDTHE DTHE (x0) (oxo) (Ox) �/G \\3 C x 27 27 LTE DOOR FRAME WIDTH (oxx ) UNREINFORCED REINFORCED, REINFORCED ( xx0 ) DOOR TO SIDELIEE MULLION SID OF TO a I rtr MU I KYJ NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 2.1. FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE OR DOOR/SIDELITE MULLION CHART WILL APPLY TO ENTIRE SYSTEM. r )ELITE DOOR FRAME LOTH WIDTH _ ( oxxo ) SIDEUTE WIDTH 39 5/8- MAX. SIDELITE WIDTH SIDEUTE WIDTH 39 5/8" MAX. SINGLE (X) DOOR WIDTH SINGLE (X) DOOR WIDTH WIDTH OVERALL FRAME WIDTH_ OVERALL FRAME WIDTH N) I Q m �(� w Q o �I I a Z yai 0 w� N 0 ry 0 U IL N ItO t 05w'M, a8 IDELITE�E�DE�� TO WIDTH WWDH0 WIDTHDN p O ( xoo) (xox) Zef o (max ) J 005 TH OVERALL FRAME WIDTH Q W W f A O � h s I 3 Of o N jSl.,E.TE SDEUTE SIDELITE DOOR FRAME $ 3ZWDTH WIDTH WIDTH WIDTH n n _ N o (XXL) NVQ ( ooxx) N W M k �ftODUCf IIEVIYGY I a' r cur.vl9ivN wit► We FLeW bWixR Cede oi aft low bb.6 Aenvraace Na n' 122.1. • ( ( s.yluee Dere z -L'S •• VCENSF''•;V0c i o \ ID.7562 r ec 5,2018 4: =� ATE OF o� ((X�� drawing n .toR1Dp•�� W04-511 W II II .� I a Z yai 0 w� N 0 ry 0 U IL N ItO t 05w'M, a8 IDELITE�E�DE�� TO WIDTH WWDH0 WIDTHDN p O ( xoo) (xox) Zef o (max ) J 005 TH OVERALL FRAME WIDTH Q W W f A O � h s I 3 Of o N jSl.,E.TE SDEUTE SIDELITE DOOR FRAME $ 3ZWDTH WIDTH WIDTH WIDTH n n _ N o (XXL) NVQ ( ooxx) N W M k �ftODUCf IIEVIYGY I a' r cur.vl9ivN wit► We FLeW bWixR Cede oi aft low bb.6 Aenvraace Na n' 122.1. • ( ( s.yluee Dere z -L'S •• VCENSF''•;V0c i o \ ID.7562 r ec 5,2018 4: =� ATE OF o� ((X�� drawing n .toR1Dp•�� W04-511 TYPICAL ANCHORS • • �, • �� w fEE ELEwT10NS • „ • • EDGE DIST. TYPICAL ANCHORS , �OR•SPASING • tql' • • SEE ELEVATIONS • • • • • • D B:1-1 • • I FOR SPACING °-• EDG• IST. • • • a • •, ° •' °•• , , ••• •• C q J ° " Z Q IL ^ a IL � 6 0 5 •• • O.• pry`s o • . • . . d fi 21 I 1 N © 21• •I : it : • , • 1 N•• pW 00 - 21• a a 0 e 15 ` 21 13 Q a 0 4 d 22 13 - \,ti SNAPPED 15 34 / o 8 6 rc IN,•PLACE 33 r,1' IAN p 3/4' MIN.ILL Z y W s 6 THROW SOLT _ PENETRATION V' Q J Q W Cl f h 29 29 6 O 31 31 n ¢qq OPTIONAL RIM I= n n w i z -J a 5 (A V, 0 _ 0 nl O t7 ao rn� J 1 J� a, Z3� m O 0 3 z p n n 0i U7 x W x O W W 5 31 31 0R00UCf REVA" p fe,coi r c plfMY 1*6 Ik FW & 0 k kN-I: Coo 6 3O 6 30 A.aepleere No 1 /2 • � c +� � � a r - Elyirnttiea pelt 6 1ETR MIN. 25 THROW BOLT PENETRATION � ` 3A � er' � SNPLACE 15 c` J> INTO SILL �, l ) - ` u<1C 33 22 15 a 01m 1 34 21 34 HI -PROFILE BOTTOM RAIL 2 lul B APPLICABLE TO STATIONARY . 21 i 21 3 s AND OPERABLE UNITS 3 14 'I \ rn 14 \ N 34 .,.: 1,. ... ` .,.5 Ngo,•. �' a • a . v a _ a HI -RISE FRAME SILL e i - I APPLICABLE TO STATIONARY o. 70582 3' ` TYPICAL ANCHORS AND OPERABLE UNITS _ o y •� �• TYPICAL ANCHORS 3/16' SEE ELEV. FOR SPACING 3/16' X 1-1/2*� --SEE ELEV. FOR SPACING WE SLOT �° Dec 5,2018 - a u WEEP SLOT f r 2/ SILL AT XX DOORS %�® STATE OF Qf�� drawing In 1/SILL AT SIDELITES 2 1/ SILL AT X DOORS ` W04-51 EDGE DIST. '�S EDGE DIST. 1� STATIONARY UNITS OPERABLE UNITS �ii�fV@1. sheet 3_of 7 111111111 EDGE DIST. TYPICAL HORS • • • TYPICAL ANCHORS • • • , , • • SEE ELEVATIONS SEE ELEVA Of15 , , • • • • • , , FOR SPACING FOR SPAL♦ING• , , • • • • • � EDGE DIST. • • • • • • • • • m u STRR4TURE • • • IRI-DAdE COUNTY PROVED p (SEE BELOW) JEE N & MULLION ANCHORS 3 EPARATE NOA > EDGE DIST. 03 •• •• • • • • • ••• •• 1 <• 0• ,•• ••• • • • w w N VI TYPICAL SEE ELEV. FOR WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 K INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) -3/4" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) 14 - PR SELF IN R (GRADE 2 CRS INTO MIAMI -DA APPRO OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL 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 - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS ('c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2GOO PSI MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. KLODL'C C WEVNI10 u —plpog with At. Wrkk hwioap Code A, epaece No 17.12?1' I 6apindeo Mtc �2 'S Z 0, �p 0 WN` I ry 0� Oo�m paco.+ 0 -at O QWjLL LL Z_ 0 m Jema_�WY Q W mi f F g e v n 0 o z _ LL C) H z Jw cr t �Nah 0 � C]aMn o Z 3 10 w NN Q . .70592, ec5,2018� a TE OF <y> drowmg no. ��y..'.O... ... '®�� ( W04-51 1/4- MAX. LTYPICANCHORS SEE ELAL EV. FOR SPACING %10 X 3/4' SMS 06" FROM ENDS k 14' O.C. MAX. OPTKINAL REINFORCING SEE SHEET 2.2 FOR CAPACITY .96' X 2' X .96" X 1/8' FULL LENGTH STL. CHANNEL (CARBON STEEL TO BE PAINTED OR PLATED) CONCEALED FLUSH BOLTS er in rams cera can EXTERIOR ( Ono ) 3 POINT LOCK SYSTEM OR 4 POINT LOCK SYSTEM ACTIVE LEAF (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS MUST BE ENGAGED DURING PERIODS �^ OF HURRICANE WARNING) o • O n a jl N Q Q F t ry n CONCEALED FLUSH BOLTS Op `, O O 12 AT 10' FROM EACH END 0 N M 0 WITH LEVERS ON INSIDE FACE IL(y 0 t IN -ACTIVE LEAF 0 U w n LL 0 ''D M 9 0-Oog 0 4 b Ir ry Q WzO LU 7 LL H O - Q W 0 H 25 O 22 � s LOCK OPTION Al J i e x � U So N V) � man I a R Z3�'n 25 3 2 � CONCEALED FLUSH BOLTS y 72 AT 10' FROM EACH END w N Ln Q J WITH LEVERS ON INSIDE FACE w W M m r N IN -ACTIVE LEAF L 1 9 nz� - �_ 8 22 U IN -ACTIVE LEAF LOCK OPTIONS #2 k i3 AH sOMIC F YEYi® � : �k —- pW gwW de 70592 g eDec O•2018 � ®'•.. STATE OF •�6{7\ drawing no. W04-51 TYPICAL ANCHORS ` SEE ELEV. FOR SPACING \ 1/4" MAX. 1BY WOOD BUCK 0 34 16 0 W 4 23 29 TYPICAL ANCHORS SEE SHEET SS SEE ELEV. FOR DETAILS METAL FOR SPACING STRUCTURE 39-5/8" MAX. FRAME WIDTH EXTERIOR ( X ) OPTIONAL REINFORCING SEE SHEET 2.2 FOR CAPACITY .96" X 2' X .96" X 1/8" FULL LENGTH STL CHANNEL (CARBON STEEL TO BE PAINTED OR PLATED) IACTTVE LEAF TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCK OPTION 1. 2 OR 3 OPTION 1 SHOWN ( X-0 ) LOCK OPTION 1, 2 OR 3 OPTION 1 SHOWN OPTIONAL TRIM O PROO11C f REY"& - —plyiq wily I& vkwa ""-s C." A—praarr Not %ZZ4• H e.prrr. Crbal ( 0-0 ) SIDELITE TO SIDELITE ,A" NSF •'•. m N I m G� nr Q i i N a Ooo.Sol20 (pwy! �IQVj U 0 �0Wm 9 10- 0 -a N O Q D� n LL w u) e4 j�7�_ WjY Q W m f h s l I 2 N z -J w Nof z 3 J m 3z c h NN C a W M 5 0 k� E 70592 • X = Uzi UUJ • ec 5,2078 �- o • • � ' • • • • • : � • • • 1/4" MAX. • • •' • • • • -� SHIM O 2 • • • ' 2 WOOD • • •AC•RVE ..EA� _ RR •• • W00 STRU 39-5/8" MAX. FRAME WIDTH EXTERIOR ( X ) OPTIONAL REINFORCING SEE SHEET 2.2 FOR CAPACITY .96" X 2' X .96" X 1/8" FULL LENGTH STL CHANNEL (CARBON STEEL TO BE PAINTED OR PLATED) IACTTVE LEAF TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCK OPTION 1. 2 OR 3 OPTION 1 SHOWN ( X-0 ) LOCK OPTION 1, 2 OR 3 OPTION 1 SHOWN OPTIONAL TRIM O PROO11C f REY"& - —plyiq wily I& vkwa ""-s C." A—praarr Not %ZZ4• H e.prrr. Crbal ( 0-0 ) SIDELITE TO SIDELITE ,A" NSF •'•. m N I m G� nr Q i i N a Ooo.Sol20 (pwy! �IQVj U 0 �0Wm 9 10- 0 -a N O Q D� n LL w u) e4 j�7�_ WjY Q W m f h s l I 2 N z -J w Nof z 3 J m 3z c h NN C a W M 5 0 k� E 70592 X = Uzi UUJ ec 5,2078 �- o ITE OF �� xro►.•�'�� drawing no. W04-51 d��1�; sheet 5.l ofJD 3 ITEM r PART 8 QUANTI j1ESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS • • 1 1-1. 1 • • fRAMC HEAD 6063-T6 - � v1 • • 7 E53l01-2• 2 � DOai•FRAME JAMB 6063-T6 - • •ES. • -;02Z -1. • 1 • FRAML• SILL (STANDARD) 6063-T5 j •••OZ . •3A 15l0�5 1 FRAME SILL (HI -RISE) 6063 -TS - nn 4 ES3003-1 AS REOD. SIDELffE ADAPTER 6063-T6 - Q i Z g a 5 E53004 AS REOD. SHEAR PLATE O ANCHOR LOCATIONS 6063-T6 3' LONG 0.'O vm 6 E53�5-1 • • 2/•LEO• }� AND BOTTOM RAIL 6063 -TS - Ow°�^ N N o • 6A• • L•33prL 2/ VI -PROFILE BOTTOM RAIL 6063-T5 - L X � O H < 7 • ESj00fr1 • 1/DEAF Dd=iR LEAF JAMB - HINGE SIDE 6063-T5 - 05a'�LL • 8• •E5�0071-1 1/ F• DDOR LEAF -LOCK SIDE 6063 -TB - V p ti� • 9• ES3D07-2 1/ LEAF DOOR LEAF -KEEPER SIDE 6063-T6 - >m 10 ES3008-1 AS READ. SIDELTTE STILE 6063 -TS - 0 IL 0 $ o4l 11 FB -1202-914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN &ASSOCIATES Wo 12 FB -1202-914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN k ASSOCIATES Q W j w y 13 ES3011 AS REOD. JAMB TRIM 6063 -TS OPTIONAL 1 w m � o _ n FLUSH BOLT BRACKET 6063 -TS 14 E53012 1 SILL COVER 6063-T6 - J O m Q J Q W In f 35 36 - - 15 E53013 2/ LEAF WEATHERSTRIP ADAPTER 6063-75 - r � O - 16 E53014-1 4/ PANEL PANEL CLAMP 6063-T6 - 17 ES3003-3 3/ LEAF HINGE ASSEMBLY 6063-T6 SEE SHEET 2 3 N 17A - 2/ LEAF PHOT HINGES - SEE SHEET 2, MASTER J � I 17B M701 2/ LEAF DR HAHN 2 PIECE HINGE, AT 6" FROM EACH END DIE CAST ALUM SEE SHEET 2 o g a0 19 - - DOOR LOCK (SAVANNAH 2O1 SL) - YALE x v� 20 - - DEAD BOLT LOCK (PREMIER) - YALE U z O _ 21 W22321NG AS REOD. FlN-SEAL PILE W'STRIPPING - ULTRAFAB 22 ES3020 AS REOD. BULB WEATHERSTRIPPING VINYL AT SIDELITE PANELS v J W J W 23 - 1/ HINGE HINGE REINFORCING BAR ALUMINUM 1-1/4'X1/8'X4-1/4' LONG U) 24 - AS REOD. HINGE REINFORCING BAR ALUMINUM 1/8' THK. X 7-7/8" LONG orn a n 00, 25 - 2/ LEAF 3/8' DIA. THREADED ROD W/ NUTS STEEL - 26 - AS REOD. FRAME ASSY. SCREWS - +10 PAN HEAD SMS e Z 3 27 - AS REOD. MULLION REINF. CHANNEL (LENGTH MULL MT. - 10") A36 STEEL - 3z�o 28 ES4014 AS REOD. BOTTOM RAIL GLASS STOP NEOPRENE - N Q 29 ES4019 AS REOD. PANEL SILICONE STOP NEOPRENE - N W M F 30 - AS REOD. 3/8" DIA. X 1/8" HT. BUMPER SILICONE FRANK LOWE RUBBER CO. O 31 E54013 AS REDO. WEDGE GASKET SILICONE/EPOM 7REMC0 31A ES -3000-001 AS RE D._ S o " c y i O -0 w � Leo c m O O m d o c � •'• NLODUC f MEVIYfrP � ' r —PIO*L wily Oe FbAft bWIWZ Cale 122b.I I _ _� iN .70582 ¢.p{ntirn DO ; C5,2018�; :® •. 'E OF 6(f` drawing no. �f1 � i�L,\\ sheet hof 7 WEDGE GASKET SILICONE/EPOM TREMCO 32 E53022 2/ STILE FLUSH BOLT BRACKET 6063 -TS - }3 34 - 0/LON 2/ BKT. AS REOD. BRACKET INSTALLATION SCREWS DOOR PANEL W'STRIPPING - - /10 X 1" FH SMS SCHLLGEL 35 36 - - AS REOD. AS REOD. 1/16' X 1/2' GLAZING TAPE 1/B' X 1/2' GLAZING TAPE URETHANE URETHANE SAINT GOLiA1N SAINT GOBAIN 4.000300 1.779 1.500 .078 2.016 Oi �z FRAME HEAD/JAMB3.350 . ••. • • • , • • • • • • • • • • • • • • • • • • • 00 9 • • • • I • *00 • .125 2.000 • ••• • • •• •• • MR1tL10M REINF. CHANNEL j`^ .140 MATERIAL - SILICONE/EPDM .481 HARDNESS - 70t5 31 265 I I 160 MATERIAL = SILICONE/EPDM '485 _ HARDNESS - 70t5 GLAZNKETS C U Z m I Q F n I �" W p ci OWgj Q; Ot V o m 07 N m O J a �n m ; m i 1o0 p t R j �ju 39 _t395 2.674 I r �5 SHEAR PLATE •• • • • • • • •0 �5 • .686 • + • • 0.312 + .688 0.125 0601 � F1.608 01 .3681 � � 1.500 �I 15 WEATHERSTRIP ADAPTER 1 750 D76 4.000 3.500 .913 F-590 © TOP/BOTTOM RAIL 1.000 � .6DD .852 - D45 3 JAMB TRIM (OPTIONAL) 2.000 - I i I 2.237 O 7 PIVOT HINGE J.•..•. i PROOUC f REVEW `: •'VOEN3F''•® .Nh 9k � hn0r L n n�6, �/ _ .70592 AteegO. No �o1�.1w. al / /,l __ = h. /i '. 8C 5.2018i` pM . .•�C9`��` i'rs':;°<ORIOOPP�4.000 77775/��NAjj\�\\\�� - o s z 4 i N o W u C 1 f n U J� tr N N a h i00 3 Z I Vl iLn m n W ut g (+ 5/16- DIA. I STEEL PIN I O+ Q+ 3.375 Q I O+ 2.000 I I U n 3 PIECE HINGE 1.555 I E] 3.209 + 1.391 7 � DIE CAST ALUMINUM HINGE 1.112 .250 1 16 PANEL CLAMP 2.674 �t .076 39� 750 3.350 SIDELITE ADAPTER -2.000 .913 - 1.750 "621 .094- to SIDE LITE STILE o � • o o g „ d _ = g I� 7.250 6A .590�I I•� 913 7.750---- 11.9131-� � RAIL 2.163-I 1.145 490- .078 I L �0 .563 -F 4.000 FRAME SILL (STD.) [.078 1.145 a .062 475 --� .927 1 u SILL COVER 4.625 x•+ .913 .094 -➢ 1.984 .5901.750 -� L I .a- (6) 0 LOCK STILE/KEEPER STILE -4.000--7 1.750 .590 .094 O7 HINGE STILE 1.954 .Ofi2 .490 �••� 1.145 I �¢ I 2.000 .563 . 0711 070 4.000 -I ® FRAME SILL (HI -RISE) lo o J a ' 4.000300 1.779 1.500 .078 2.016 Oi �z FRAME HEAD/JAMB3.350 2.250 , • • • , • • • • • • • • • • • • • • • • • • • 00 9 • • • • I • *00 • .125 2.000 • ••• • • •• •• • MR1tL10M REINF. CHANNEL j`^ .140 MATERIAL - SILICONE/EPDM .481 HARDNESS - 70t5 31 265 I I 160 MATERIAL = SILICONE/EPDM '485 _ HARDNESS - 70t5 GLAZNKETS C U Z m I Q F n I �" W p ci OWgj Q; Ot V o m 07 N m O J a �n m ; m i 1o0 p t R j �ju 39 _t395 2.674 I r �5 SHEAR PLATE •• • • • • • • •0 �5 • .686 • + • • 0.312 + .688 0.125 0601 � F1.608 01 .3681 � � 1.500 �I 15 WEATHERSTRIP ADAPTER 1 750 D76 4.000 3.500 .913 F-590 © TOP/BOTTOM RAIL 1.000 � .6DD .852 - D45 3 JAMB TRIM (OPTIONAL) 2.000 - I i I 2.237 O 7 PIVOT HINGE J.•..•. i PROOUC f REVEW `: •'VOEN3F''•® .Nh 9k � hn0r L n n�6, �/ _ .70592 AteegO. No �o1�.1w. al / /,l __ = h. /i '. 8C 5.2018i` pM . .•�C9`��` i'rs':;°<ORIOOPP�4.000 77775/��NAjj\�\\\�� - o s z 4 i N o W u C 1 f n U J� tr N N a h i00 3 Z I Vl iLn m n W ut g (+ 5/16- DIA. I STEEL PIN I O+ Q+ 3.375 Q I O+ 2.000 I I U n 3 PIECE HINGE 1.555 I E] 3.209 + 1.391 7 � DIE CAST ALUMINUM HINGE 1.112 .250 1 16 PANEL CLAMP 2.674 �t .076 39� 750 3.350 SIDELITE ADAPTER -2.000 .913 - 1.750 "621 .094- to SIDE LITE STILE o � • o o g „ d _ = g I� 7.250 6A .590�I I•� 913 7.750---- 11.9131-� � RAIL 2.163-I 1.145 490- .078 I L �0 .563 -F 4.000 FRAME SILL (STD.) [.078 1.145 a .062 475 --� .927 1 u SILL COVER 4.625 x•+ .913 .094 -➢ 1.984 .5901.750 -� L I .a- (6) 0 LOCK STILE/KEEPER STILE -4.000--7 1.750 .590 .094 O7 HINGE STILE 1.954 .Ofi2 .490 �••� 1.145 I �¢ I 2.000 .563 . 0711 070 4.000 -I ® FRAME SILL (HI -RISE) lo o J a ' -, J HI -PROFILE 1.750 BOTTOM dWra0wi4ng-5no1. sheet 6.1 -F71 M DOOR LEAF CORNER . ... . . . ... o a ec5,2018,= ATE OF (yam Ftomona.��e�; drawing no. W04-51 q/ � 25 SIDELITE ADAPTER TOP CORNER SEALANTS: w S / ALL FRAME AND LEAF JOINTS AND SEAMS SEALED WITH �,�/ DOWSIL 791 SEALANT. STATIONARY PANEL OR SIDELITE CORNER 26 -ROD11C f QEYEM r •PMR �Yti681PIW bwdi,rACMo Attep��ce No l7-/ZU-/I E.pi��efr 0.tt12 M� �' OrepoN Cbial SIDELITE ADAPTER BOTTOM CORNER VCEN$F •.•. o a ec5,2018,= ATE OF (yam Ftomona.��e�; drawing no. W04-51 MIAMI- CRnn"n9 # 1 A 1018 MIAMI—DADE COUNTY ® ;J PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv ES Windows, LLC 3550 NW 49's Street Miami, FL 33142 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, ESCRIPTION: Series "EL -150" Aluminum Single Fixed Windows - L.R. •. APPROV rawmg No. W16-70 Rev B, i e - . e A$Aimrn Wdw. (L.M.I)", sheets 1 through 9 of 9, dated 11/13/16 and last revised on DEC 07, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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. Limitations: 1. See design Pressure VS window sizes and glass types in charts in sheet 3. See glazing types in sheet 2. 2. See sheet 5 for optional mulled side by side installation (Approved impact mullion, under separate approval), when the windows are mulled, lower Design Pressure may control for entire assembly. AHJ to review such installation for tributary end load and required anchors. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, BARRA.NQUILLA, 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 b"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 I 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.1.". • NOA No 17-1218.12 Expiration Date: May 18, 2022 Approval Date: February 08, 2018 Page 1 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 2G3-94 000000 along with marked -up drawings and installation diagram of Aminum file4•window, •, prepared by Blackwater Testing, Inc., Test Report No. BTL*9W-1711, dated""' 05/10/2017 signed and sealed b Constantin Bortes P.E. •0000. � y � 0000.. 0000 0000.. *00000 C. CALCULATIONS 0.0.0 000000 0000 0000. 1. Anchor verification calculations and structural analysis, coau S134hg wi'tr0 VISC 51ho 0 0 0 Edition (2014), dated 11/16/2016 and revised on 12/21/2016; pt;pared by Al-Farooq •, Corporation, signed and sealed by Javad Ahmad, P.E. 0000.. 2. Glazing complies with ASTM E1300-09 • • • • • • D. QUALITY ASSURANCE 0000 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 GIass Interlayers" dated 06/19/14, expiring on 04/14/18. 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. A. t C. New Evidence submitted. DRAWINGS 1. Drawing No. W16-70 Rev B, titled "ES-EL150 Fixed Aluminum Wdw. (L.M.I)", sheets 1 through 9 of 9, dated 11/13/16 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 (6th Editionn codQ compliance. T t � � • 6666.. 6666 6666.. es I . None. .66.09 6666 CALCULATIONS 6666 1. None D. QUALITY ASSURANCE 6 9 0 9 0 9 1. Miami Dade Department of Regulatory and Economic Resources �FfR;. E. MATERIAL CERTIFICATIONS 6666.. 6666 6666.. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (61h Edition), dated 11/08/17, prepared prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises # 16-0617.05, expiring 05/18/22. E-2 6 6 9 9 9 6 6666. 6666. 6666.. 6666.. . 6 9 6 9 . Ishah I. Chanda, P. E. Product Control Examiner NOA No. 17-1218.12 Expiration Date: May 18, 2022 Approval Date: February 08, 2018 ro 0O N p FALSE MUNTINS 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./FIX. 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. 48• IDOW 44 7/ . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . I I� O�hn it II cr g 0 d C Q N O a ti z Z p N 11 It Q=14-0 A N M 8 mW 1900 8 <00 0 �'O TYPICAL ELEVATION FLANGE FRAMES WITH FLUSH ADAPTER THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (8TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 48" 4 V W WINDOW WIDTH 44 7/8" ro D.L. OPG. z n J e a. MAX AX 7 HEAD SILL ��7vii of 0I �: Opti p OWIL ry`�yy I I� O�hn it II cr g 0 d C Q N O a ti z Z p N 11 It Q=14-0 II II JZm J W e f II II — ==__moi_==__XI__=== II II I � J h I1 11 II II u n u u 3 o � m Q � visna n N m¢ w x � O 0 QO Z� - 6 Jaz r' 3z�� TYPICAL ELEVATION w J W n V! FLANGE FRAMES WITH FIN ADAPTER r�r-r�r-ri DAYLITE OPENINGS: D.L.O. HEIGHT =WINDOW HE - 3.125" o D.L.O. WIDTH = WINDOW WIDTH - 3.125" 11_ THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 6 SHUTTERS ARE NOT REQUIRED. ° o N 2 � �:C 0 i R1 011U1Itltl,,� m � u. •i F"4UCf REVISRD �P'• GENS�c'•• - u oMP44oL will, the F' -W. :=ON* )%'�2 ( •)Z = 7 � 7 � = II g u te .' `i/ ` �o Sc �5j^"5 �• h O T oP tg� drawing a_ no. c>..••I%fit`'' D!,;;Ga� W16-70 . .. . . . . ... . . .. . . . .. . . . . . . ... . . . . ... .. . . . . . .. . 1/8" HEAT STREN'D. CLASS 3/16" HEAT STREN'D. GLASS w .09D"Interlayer 090" Interlayer n I Trosifol PVB • • • • • • • Trosifol PVB ro R'Kuraray Americo,*1 nc� • • • • • • • • • • • 0 'Kuraray America, Inc.' Z n j • • .090" InterlayerSert •••• • • • • • ••• • • •0 .090" Interlayer b Z �y Q Glos ' ••• ••• • • rSentK-- ByKrara BY uy Americo, Inc.'• OR Kura By ray America, Inc.' 1 OR 0 a S e O .090" Interlayer111 .090" Interlayer � Saflex Clear And Color Glass Saflex Clear And Color Glass H d By 'Eastman Chemical Co. '• • • • • • • • • • • By 'Eastman Chemical Co.' O W OR • .075' Interlayer • • • • • • • • • • • • • • • • • • • OR .075" Interlayer C N Saflex CP With PET Core • • • • • • • • Saflex CP With PET Core n y 'Eastman Chemical Co.' • • • • • • • • 'Eastman Chemical Co.' O L t4 HEAT STREN'D. GLASS mo 3/16" HEAT STREN'D. GLASS 11 DOW CORNING 795 NDOW SILICONE CORNING 795 M2 I- DOW CORNING 983DOW y �I OSILICONE CORNING 983 o !� DOW CORNING INSTANT GLAZE III1 4 ZDOW CORNING INSTANT GLAZE III I II J OaJWMWNTS *AT E7 E7 ON LITES AT 1/4 POINTS ON LTTES M3 36" ONLY WIDER THAN 36" ONLY ro � GLASS TYPE 'A' buss TYPE 'B'r o 3 7/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GAS 7 n TEMP. GLASS f! Z U H 5/32" TEMP. GLASS � Jw J LU r5/16" AIR SPACE ¢ I 1/8" HEAT STREN'D. GLASS 5/16" AIR SPACE FMOUC P REVISM O 3 1% yN. h f 5/32" HEAT STREN'D.� GLASS sWYloi -i^ the rAlw x M 090" Interlayer Trosifo{ PVB 090" Interlayer�h-L� •"w9A Code f •Z u- p m o Z_ e Kuromy America, Inc.' Trosifol PVB By Kuraray America, Inc.' PH 3 J Z w OR .090" InterlayerryGlas Interlayer %yc_ c 11 .090" SentryGlas U) u-) U) N Bygray Ams co, Inc.' Buroray America, Inc.' W F OR OR .090" Interlayer .090" Interlayer 1 Saflex Clear And Color Glass Saflex Clear And Color Glass By 'Eastman Chemical Co.' By 'East... Chemical Co.' O OR G .075" Interlayer .075" Interlayer N Saflex CP With PET Core By Eastman Chemical Co.' Saflex CP With PET Core 'Eastman 5/16" AIR SPACE CONSISTING OF: h i By Chemical Co.' 1/4" HS. GLASS 5/32" HEAT STREN'D. GLASS 'HESE UMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' `u SILICONE DOW CORNING 795 SILICONE DOW CORNING 795 AROUND THE PERIMETER OF THE GLASS. PERIMETER C m DOW CORNING 983 = m DOW CORN'NG 983 SILICONE z f r^ DOW CORNING INSTANT GLAZE 111 M2 'i z M2 DOW CORN:'NG INSTANT GLAZE lli III DOW CORNING 791 ^ - 0L. li j' \ ii II GE 2000 o ii jl �I d < _(� (1 g 7 t1t1111111111j7 '--•,-1. !J L TJ ��\®.AH /'_ m •, '� CENS�C n o E4 o E4 .7 M4 AT 1/4 POINTSM4 SIZES AT 1/4 POINTS ALL ALL SIZES GLASS TYPE 'Ai' 7/8" OVERALL INSUL. LAM. GLASS GLASS TYPE 'Di'dra—g 7/8" OVERALL INSUL. LAM. GLASS '�� FZ O�,•• ��` W16 -706 '��Si�®,,,� GLAZING OPTIONS 11��` slhleet2 of 91 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPES 'D', 'AI', 'DT GLASS TYPE 'A' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) 1NT.(-) 30' 36* 42' 48" 54" 60• 48' 80.0 80.0 60.0 0.036' 80.0 80.0 60.0 80.0 80.0 60.0 -80.0- 80.0 68.6 80.0 80.0 60.0 60.0 80.0 80.0 1 60.0 60.0 80.0 80.0 60.0 60.0 30•� 36" -42" 48" 1" 60• �-54•n _80.0 80.0 60.0 80.0 -80.0 1 80.0 60.0 80.0 80.0 1 80.0 80.0 68.6 60.0 80.0 60.0 60.0 71.1 71.1 53.3 53.3 71.1 71.1 53.3 533 30" 36• 42' 54' 60" 60" 80.0 80.0 60.0 60.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 60.0 71.1 71.1 53.3 68.6 60.0 53.3 64.0 64.0 48.0 48.0 30' 36• 42' 48" 54" 60" 66• 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 68.5 80.0 80.0 60.0 60.0 71.1 71.1 53.3 53.3 64.0 64.0 48.0 1 48.0 30' 35" 42" 48• 54• 60" 72• 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 68.6 80.0 80.0 60.0 60.0 71.1 71.1 53.3 53.3 64.0 64.0 48.0 48.0 30" 36• 42" 48' 54 78" 80.0 80.0 80.0 80.0 60.0 60.0 80.0 1 78.0 80.0 80.0 60.0 68.6 80.0 80.0 60.0 60.0 71.1 71.1 53.353.3 30• 36" 42" 4B' 54• 84' 80.0 80.0 60.0 80.0 80.0 80.0 60.0 76.4 80.0 80.0 60.0 68.6 80.0 80.0 60.0 I 60.0 71.1 71.1 53.3 1 53.3 30" 36• 42" 48• 90" 80.0 80.0 60.0 1 80.0 80.0 80.0 60.0 75.0 80.0 80.0 60.0 67:1 80.0 --so 0 --so-.01 60.0 30' W. 42" 48" 96• 80.0 80.0 60.0 80.0 80.0 80.0 60.0 73.8 80.0 80.0 60.0 65.8 80.0 80.0 60.0 60.0 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • •• ••• •• rWNDOW �WIDhi WINDOW -WID-TH W ,III, WIND01 1 WINDOW W WIDhI_, WINDOW %i 3 3 3 L J WINDOW WIDTH WINDOW WIDTH WINDOW E2 � 3rr �Z I 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. M10DUCT QEVOW u n Plyw%vkh the Flwvt lklinR Code Aaevta.:No ( "/ZI •/2 E1pInN.p D•1e ( w 0. Sl- LT 1h� NOTE: I' --`I lye bcvGaMat GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). L E -C 0 ? 207 ♦.V1A`1�1I �I1 A,,,77 p n NOTE. WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. Z q r 0 Z � W N 0W••` 0 GHQ Q OZM tog 04�Fr U)z �6 LL w 0 0 0 �] J Q�MR 3 3 i o Ht OF drawing no. W16-70 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. TYPES f. 'Di' GLASS TYPE • 'A• WIDTH HEIGHT INT.(-) E) +) 1 .(- 30• 36" 102• 5EXT.(+) 80.0 80.0 600 .042" •60.0 80.0 60.0 64.8 30" 36" 42' 108" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 72.0 80.0 80.0 6 3.8 30' 36" 114" 80.0 80.0 60.0 411006 80.0 80.0 60.0 1.3• 30" 36' 120" 80.0 I 80.0 600 00.0• 80.0 I 80.0 60.0 70.6 • •• ••• •• rWNDOW �WIDhi WINDOW -WID-TH W ,III, WIND01 1 WINDOW W WIDhI_, WINDOW %i 3 3 3 L J WINDOW WIDTH WINDOW WIDTH WINDOW E2 � 3rr �Z I 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. M10DUCT QEVOW u n Plyw%vkh the Flwvt lklinR Code Aaevta.:No ( "/ZI •/2 E1pInN.p D•1e ( w 0. Sl- LT 1h� NOTE: I' --`I lye bcvGaMat GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). L E -C 0 ? 207 ♦.V1A`1�1I �I1 A,,,77 p n NOTE. WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. Z q r 0 Z � W N 0W••` 0 GHQ Q OZM tog 04�Fr U)z �6 LL w 0 0 0 �] J Q�MR 3 3 i o Ht OF drawing no. W16-70 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPES 'E', 'Al', 'D1' GLASS TYPE 'A' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) 1NT.(-) 19-1/8" 26-1/2' 37" 48• 53-1/8' 26" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 19-1/8" 26-1/2" 37' 48' 53-1/8" 38-3/8" 80.0800 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 77.8 80.0 80.0 60.0 80.0 80.0 60.0 75.0 75.0 19-1/8' 26-1/2" 37' 48• 53-1/8" 50-5/8' 80.0 80.0 60.D 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 77.8 Bo.O 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' 58" 1 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 77.8 80.0 80. 060.0 1 60.0 72.3 72.3 54.2 54.2 19-1/8' 26-1/2" 37• 48' �3-1/8" 63• 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 77.8 80.0 80.0 60.0 60.0 72.3 72.3 54.2 54.2 19-1/8' 26-1/2" 37' 48" 53-1/8• 76" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 /, 80.0 80.0 60.0 77.2 t 80.0 80.0 60.0 60.0 72.3 72.3 54.2 54.2 • •• ••• •• rWNDOW �WIDhi WINDOW -WID-TH W ,III, WIND01 1 WINDOW W WIDhI_, WINDOW %i 3 3 3 L J WINDOW WIDTH WINDOW WIDTH WINDOW E2 � 3rr �Z I 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. M10DUCT QEVOW u n Plyw%vkh the Flwvt lklinR Code Aaevta.:No ( "/ZI •/2 E1pInN.p D•1e ( w 0. Sl- LT 1h� NOTE: I' --`I lye bcvGaMat GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). L E -C 0 ? 207 ♦.V1A`1�1I �I1 A,,,77 p n NOTE. WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. Z q r 0 Z � W N 0W••` 0 GHQ Q OZM tog 04�Fr U)z �6 LL w 0 0 0 �] J Q�MR 3 3 i o Ht OF drawing no. W16-70 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . TYPICAL ANCHORS W000 BUCK SEE ELEV. x FOR SPACING m ° ° • a e — DOE pST: EQ • • • EDGE* • • • • • ♦ .. "ems •°. 'f • •ISL • •• • • • • • • EDGE* E1 MT II E2 � • • • • • • • J TYPICAL AAL EL'. • • • • • • • � gE ELEV. /J SEE ELEV.-J SEE ELEV. FOR SPACING FOR SPACING g x 0 3 u e ° e E DIST. TYPICAL ANCHORS -SEE ELEV. FOR SPACING M7— r--------------=---� METAL I MIAMI-DADE COUNTY APPROVED I L� STRUCTURE II MULLION & MULLION ANCHORS II- I SEE SEPARATE NOA I I Z F Z II II N 11 EDGE DIST. IILI Q IL q 0 w � c N TYPICAL ANCHORS O tl p egp SEE ELEV. C 0 ry y FOR SPACING QWZ J • IIII � LL 6 WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Q w m i AND TRANSFER 1-H M TO THE BUILDING STRUCTURE. ,--,�— PRODUCT a>;vet® Qump4i t with the ri r, G CRS) w N ¢ R haW11q Cada INTO MIAMI -D D MULLIONS A—pta— Na ( !Z 1 Z OR W W M ~ PsN�axallDrt�Z INTO METAL STRUCTURES (HEAD/SILL/JAMBS) 4 �' •� (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ��` raimyC.-ahW ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WTTH ALUMINUM TO BE PLATED OR PAINTED) aFR TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE - 1" MIN. o INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. 6 CONCRETE AT HEAD, SILL OR JAMBS f'e - 3000 PSI MIN. c w C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm a 2000 PST MIN. m0 11TniuuY 5 °� m AH 1 ��• GFJI,S�• "• �+ � r i ,� !Dees BY I." "WOOD BUCK drawing a no. - " " ATYPICAL ANCHORS '.5.;:•• ° ►.''�G>.� W16-70 EDGE DIST._FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACIN 1/4" DIA. TAPCON BY 'RW' (Fu=125 KSI, Fy-100 K51) 3 m 1/4' DLA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) ; m INTO 2BY WOOD BUCKS OR WOOD STRUCTURES j 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) Z THRU 1BY BUCKS INTO CONC. OR MASONRY j J J 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) < 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) DIRECTLY INTO CONCRETE OR MASONRY x � C) 01 OQ 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) o Z 3 J m 1 1/4" MIN. EMBED INTO MASONRY (JAMBS) PRODUCT a>;vet® Qump4i t with the ri r, G CRS) w N ¢ R haW11q Cada INTO MIAMI -D D MULLIONS A—pta— Na ( !Z 1 Z OR W W M ~ PsN�axallDrt�Z INTO METAL STRUCTURES (HEAD/SILL/JAMBS) 4 �' •� (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ��` raimyC.-ahW ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WTTH ALUMINUM TO BE PLATED OR PAINTED) aFR TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE - 1" MIN. o INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. 6 CONCRETE AT HEAD, SILL OR JAMBS f'e - 3000 PSI MIN. c w C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm a 2000 PST MIN. m0 11TniuuY 5 °� m AH 1 ��• GFJI,S�• "• �+ � r i ,� !Dees BY I." "WOOD BUCK drawing a no. - " " ATYPICAL ANCHORS '.5.;:•• ° ►.''�G>.� W16-70 EDGE DIST._FOR SPACING . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR D.L. OPG. WINDOW WIDTH MNAII-DARE COUNTY APPROVED MULLION SEE SEPARATE NOA� II II I, ,I -A .. J !., t- WOOD BUCKS _ NtOD viVN�tYc sa�/� �GM •tAen Na � -�Z -�Z E>,pyatir D�te��2-`M— N O _W • • • • • • • •• • . • • • •• • • 1/4• MAX W O . . . . . . .. . . . . 1/4' MAX. • • • • � • 1 .3/4 SHIM • •• •.• • W•• •. Mt E2 TYPICAL ANCHORS SFE ELEV. f SPACING • 1BY ; WOOD BUCKS -4 E J N n 3 3 � o z z UM- � J lil 7 m Q J SHIM o V) N P � E�iFvµcRDRs "' 3 z [SE FOR SPACING r 3 w W M f Pio � L L, 03��3 METAL az u u9 TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR D.L. OPG. WINDOW WIDTH MNAII-DARE COUNTY APPROVED MULLION SEE SEPARATE NOA� II II I, ,I -A .. J !., t- WOOD BUCKS _ NtOD viVN�tYc sa�/� �GM •tAen Na � -�Z -�Z E>,pyatir D�te��2-`M— N O _W 1/4• MAX W O SHIMS ., TYPICAL ANCHORS <d FOR SPACING ELEV. O uO,i N a N G aSEE : - Xr 7 ' V H 1 .3/4 r) 06C<� z0 O Hr z Q Z'S F 1BY ; WOOD BUCKS -4 E J N n 3 3 � o z z UM- � J lil 1/4' MAX. Q J SHIM o V) N w x Qrnµ E�iFvµcRDRs "' 3 z [SE FOR SPACING I N N - n gE5 w W M f Pio L L, 03��3 METAL az u u9 STRUCTURE d T C OII� •- f:f Z %\ i o 0562 k drawingo no. �s+n_ oRt •.JC9�: W 16-70 . . ••. . . • ••• .. .. . . . .. .. . . . . . . . . . . . • ••• • • • • • • • • • • . . ... . . . . .. . V �; EDGE DIST. • • • • • • •• • MWAI•DADE COUNTY APPROVED • • MULRIOM& MUWON ANCHORS iO a ; + p EDGE DIST* • • S Nom• • •s • • SEESENARATE NOA Z r` ° n1 • • • • • • • • • 0 � h z m y a . o I • • • • • • E•g5f. f w I Q'9o8 in • ••�• ••• I 0 EScy \y _ • •�f° • •• • _ ES �� O • • • • •—•• • • 00 Fi ALT. • • • • • • ••• •• 0 F0 0 FE TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS X U) N0 Z SEE ELEV. FOR SPACING SEE FL FOR SPACING SEE ELEV. FOR SPACING IROGUCF REllis" nQBNPI lq-61b Nb, Nei g N pp t7 t0 im".R L,� A�ttpt��tt N��2 Q W T f tspnrw. Drte 2 '" tp.5 v�t Cwawt f J m 3 m o ,M, 3 _ z_ j C J Q N N d n x Qi W 1/4' MAX. O 3� ;o SHIMS 'd' y°�j I• ES ALT. p z 3 m 3 W TYPICAL ANCHORS f 3 Z o SEE ELEV. to FOR SPACING a W Wei: J 1 1/2' < i n, 0 o p�� TYPICAL ANCHORS SEE ELEV. FO R SPACING B O WINDOW WIDTH c m n _ o ALT. V_ 1 CQ?P17 5 E5 i ��`1 P®IIA i. N��/� � �P.•'CEN INSTALLATION DETAILS WITH FLUSH FRAME ADAPTERS ` .70592 ° SEE SHEETS 4 & 5 FOR WINDOW DETAILS \ $ . ° v .••.A OF Q/� drawing no. EDGE DIST.^ ILLUSTRATIVE DTLS. ONLY FOR SPACWG EXT. OR INT. FlNISHES NOT BY E.S. WOW. i 4 O J ALT. ALT. /10 TENS/SELF DRILLING SCREWS AT 6 FROM ENDS AND 12 O.C. MAX. /10 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS AND 12 O.C. MAX. s /TYPICAL SPACING ANCHORS SEE FOR SPACING . ... . . ... % .. % .. . . . . . . . . . . • • • • •• • •• • • • • • • • • • • • • • • TTPIrAL•I�NCWf;•. s E tW. FOR PACING •: #1014006 CREWS `.RADE 2 LRCS) 000 • • INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• TYPK 1/4' MAX. 0 TEKS/SELF DRILLING SCREWS 6 FROM ENDS D 12 O.C. MAX. EXTERIOR WIDTH _INSTALLATION DETAILS WITH FIN FRAME ADAPTERS SEE SHEETS 4 & 5 FOR WINDOW DETAILS g `L111uuI17 ':g<m �'••' cENSF••.• 7 A OF ({/� drawing no. �01 \ice. ��" it lALI,, sheet 7 of 9 V. WO n I �a Z 0 r W U o.g A. c C 0 G�� 0 IL 0 0-IEz go Qzw I Z N _ o J��an Q W o E � J ro N 3 N � 3 _ z_ J Cj jw ¢ It NjF- tn w /IiOMI!CFREvIs�it -, _ m LL .00ma s �PLTx'[ v.:. ituift was"i-N 1'" I -121 •IZ _ J j' Z n N .. Aaceprxn. r;: >fpira�o De�rg2- w N L.I lladllad 1♦(•4a' G G �ww �o g `L111uuI17 ':g<m �'••' cENSF••.• 7 A OF ({/� drawing no. �01 \ice. ��" it lALI,, sheet 7 of 9 . . ... . . . ... . . . . . . . . . . w C-2.9,7 o� O50 • 3I .937 —� Z m 1.562 L .719 • .082 • • C V J ry 1.167-�1 � W h Et FRAME Q 8 m n LL V 'o ui +I O 0. 0 4 D �� N E DE H �Y H 0 gi 1.670 J �$� Q W1miF E2 FRAME SCREW COVER 2.857 v n L� .045 —7 .500 .625 p h 2.780 j R Z U E5 FLUSH FRAME ADAPTER 3 J w Q 1.428-1 I w x Q M n n o Z 3 m 7.500 .063 L w � � Q J .500RTI 625 W W M �f^2.7 O -I E6 FLUSH FRAME ADAPTER WITH FIN45 W A.- 14,4 �! z 1� ,C Q ? ?114? t``t,nTh111�� I(•x.135 i = g .� �_ .623 5 .050 .974 .623 5— .050 .974 .623 5 — .062 .974 STA OF [{/�� drawing9 no. —J � .202 x202 --.z0z �',��5 •• °�''�C9�� W16-70 E3 O GLAZING BEADS E4 A`,`"V`` sheet 8 of 9 ITEM / PART � REQD. DFSCRIPTTON YATERW. YA.1F./SUPPl.[ER/REYARES E1 ES-EL157 1 FRAME 6063-T6 - �2 • ES•F+152 REOD. E &MEW COVER 6063-T6 - �3 • •ES- 109 'AS Rte. (�.AZIN(�BFi� (5/16' LAM. GLASS) 6083-T6 - E4 • ES-8►111 K ROD. Qf,AZING• B.•E.�� (INSUL LAM. GLASS) 6063-T6 - ES- 1 2 AS READ. FtI�H FAME ADAPTER 6063-T6 - E6 ES -ELI AS REOD. FLUSH FRAME ADAPTER WffH FW 6063-T6 - E7 ES*dW GLAZING BEAD (7/16' LAM. GLASS) 6063-T6 - •• • • •• • M1 • • iFRAMsASSEMBLY FASTENERS 5i. STEELPM SMS2 GLAZIN BEAD BULB SILICONE OVROMEiER 6015 SHORE AM3• 8SERIIIG BLOCK AT 1/4 POIMS (LAM. GLASS) SILICONE DUROMETER80f5 SHORE AM4 ELSERING BLOCK AT 1/4 POINTS (INSUL IAM. GSILKONE DUROMETER BOtS SHORE AM5 FLUSH/RN FRAME ADAPTER ASSEMBLY FASTENERS Si. STEEL FH SMS . . •.. . . . ... • . . . . . . . . . • • • • •• • •• • • Z M1 • • • • • • •• • • • • /- / 0 @ < • • • • • • • • � F W i O d / • •• ••• • ••• •• � /a M5 � � S b O .. ... .. Ho WELDED WELDED J lS g J JOINTS a • F FLUSH FRAME ADAPTER CORNER f J vmj N 3 m 3 'O � N � n Z RECT, OR SQUARE WINDOWS CIRCULAR WINDOWS J Q O V N h W I X Q 0) M m O Z �i J b 3 Z J nn MS raonu w .10 Ar�N..ce Nr 12 2p7,2- ` E�rr/�. oue Gs /•N d ��o iRd pryat C�rMt FIN FRAME ADAPTER CORNER AN A .•�(V`� drawingo no. W16-70 MIAMI- 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.gov/economy E.S. Windows, LLC 3550 NW 491h 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 IN tight to have this product or material tested for quality assurance purposes. If this prod"*oc material faits to perform in the accepted manner, the manufacturer will incur the expense of such tasting and th&A IN may immediately revoke, modify, or suspend the use of such product or material within thesis jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade MITI j Pr?duct Control Section that this product or material fails to meet the requirements of the applicable butiditg Vow • This product is approved as described herein, and has been designed to comply w�ith:ta flcxiJa wilding ON: Series "EL200" Aluminum Horizontal Rolling Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W16-86, titled " -orizontal Rolling Alum. Wdw. (L.M.I.)", sheets 1 through 11 of 11, dated 12/19/16, with revision C dated 01/12/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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, 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. Misusd of this NOA-A,an endorsement of any product, for sales, advertising or any other purposes shall automatically terininatir this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOAH' ADVERTISEMENT: The NOA number preceded�1_ the words Miami -Dade County, lorid1a, and followed by the expiration date may be displayed in'.'advertising literature. If any portion ofete' NOA is displayed, then it shall be done in its entirety. N'?�.� \ 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. 17-1114.06and 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. 18-0221.03 MIAMI•DADE COUNTY CExonDate: January 19,2022proval Date: May 10, 2018 Page 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. 16-0617.04) 2. Drawing No. W16-86, titled "ES-EL200 Horizontal Rolling Window Alum. Wdw. (L.M.I.)", sheets 1 through 11 of 11, dated 12/19/16, with revision B dated 09/27/17, 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 pe; FBC, TAS 10,220-94 • • • • • • 3) Water Resistance Test, per FBC, TAS 202-94„• •, • • • • .... .... 4) Forced Entry Test, per FBC, and TAS 202-94..:.. .• . 5) Large Missile Impact Test per FBC, TAS 20 jai • 0 0 0 .. • • • • 6) Cyclic Wind Pressure Loading per FBC, TAS ”-94 • • • •. along with marked -up drawings and installation diagram of an ajW%lpum horilEfital • • • • • V- . ...... sliding window, prepared by Blackwater Testing, Inc., Test Report Ido. 0 • BT-ESW-16-007, dated 12/08/16, signed and sealed by Constantin Bortes,.P.E.. •, •„• (Submitted under NOA No. 16-0617.04) 0*0 C. CALCULATIONS Y • • 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 06/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 16-0617.04) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel Per , P E. Product Control E am' er NOA No. 18- 21.03 Expiration Date: January 19, 2022 Approval Date: May 10, 2018 E-1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 Interlayers" dated 01/19/17, 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 Interlayer" dated 12/28/17, expiring on 07/04/23. 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 HP Composite Glass Intgj(ayers withOFLT Core" dated 09/07/17, expiring_on 12/-11-/1-8. F. STATEMENTS . 6 6 6 : 6_0 6666 • "6006" • 0606 1. Statement letter of conformance to FBC 5th Edition (2014) *NJ *SBC (2017), and of no financial interest, dated 09/25/17, issued by Q1Xwoq signed and sealed by Javad Ahmad, P.E. (Submitted under NOji Yo. -*17-1 6600V 6 6666.. 6666.. 61fNition• 666 :906 2 ----S `° 4), dated - 12/08/16, issued by Al-Farooq Corporation, signed and sealed by 7avU Ahmad' F.E. 0 0 0 •: (Submitted under NOA No. 16-0617.04) 0000 3. Statement letter of no financial interest, dated 12/08/16, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 16-0617.04) 4. Addendum letter, issued by Blackwater Testing for Test Report No. BT-ESW-16-007 dated 12/15/16. (Submitted under NOA No. 16-0617.04) 5. Distributor Agreement, signed by Carlos Garcia and by Evelyn Daes. (Submitted under NOA No. 16-0617.04) 6. Laboratory compliance statement for Test Report No. BT-ESW-16-007, issued by Blackwater Testing, Inc., dated 12/08/16, signed and sealed by Constantin Bortes, P.E. (Submitted under NOA No. 16-0617.04) 7. Proposal No. 16-1228 issued by the Product Control Section, dated 11/16/16, signed by Manuel Perez, P.E. (Submitted under NOA No. 16-0617.04) F. OTHERS 1. Notice of Acceptance No. 16-0617.04, "EL200" Aluminum Horizontal Rolling expiring on 01/19/22. E-2 issued to ES Windows, LLC for their Series Window - L.M.I., approved on 01/19/17 and Manuel P-0221.03 P.E. Product Controfiner NOA No. Expiration Date: January 19, 2022 Approval Date: May 10, 2018 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W16-86, titled "ES-EL200 Horizontal Rolling Alum. Wdw. (L.M.I.)", sheets 1 through 11 of 11, dated 12/19/16, with revision C dated 01/12/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. 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 horizontal sliding window, prepared by Blackwater Testing, Inc., Test Repbrt A, 000090 • • • • • • BT-ESW-17-007, dated 10/24/17, signed and sealed by Constatjtjj Bortes, P.0:. •, C. CALCULATIONS • • • • • • • • • • 1. None. • • • • ..... D. QUALITY ASSURANCE • • • • • • 1. Miami -Dade Department of Regulatory and Economic Resources (qR) ...... ...... E. MATERIAL CERTIFICATIONS • • • 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc.: fer their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. 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. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. None. G. OTHERS 1. Notice of Acceptance No. 17-1114.06, issued to ES Windows, LLC for their Series "EL200" Aluminum Horizontal Rolling Window -L.M.I., approved on 01/11/18 and expiring on 01/19/22. ManuelPe E. 7 Product Control NOA No. 103 Expiration Date: January 19, 2022 Approval Date: May 10, 2018 E-3 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED d _1L___ 72 15/16" /ENT WIDTH FRAME WIDTH TYPICAL ELEVATION FLANGE FRAMES (3) ANCHORS 19" MAX. 7" MAX AT MTG. STILE ENDS II II II�J\ II IIS/ II I� SILL CORNERS CORN AT 5" O.C. JI ' -�` HEAD 4 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED d _1L___ VrV. ANCHORS AT MTG. STILE ENDS /ENT WIDTH AT 5" O.C. TYPICAL ELEVATION FLANGE FRAMES (3) ANCHORS 12" --ILL _/ • •11 •, •I; F II II II�J\ II IIS/ II I� 7 II%•l� tl II II II II AT 5" 0'C. 1 B D 11" �I4 - CORNERS 4 MAX. SILL 32 11/16" 32 11/16" U.L VYIa. VrV. ANCHORS AT MTG. STILE ENDS /ENT WIDTH AT 5" O.C. TYPICAL ELEVATION FLANGE FRAMES ES-EL200 HORIZONTAL ROLLING ALUMINUM WINDOW (L.M.I APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H'R. OR HORIZONTAL ROLLING 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 NOA WILL APPLY TO ENTIRE SYSTEM. .. .. . . . .. .. . . . . . . . . . . • • • 7"•AIAX. 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. 72 15/16" • • • FRAME WIDTH• • • • w -ANCHORS • • 19" MAX. • MC. STILE EYDS �I • • • AT 5" Q.C. HEAD 7 72 15/16" VENT WIDTH FRAME WIDTH II II II I� (3) ANCHORS 12" 6" MAX. • •11 •, •I; F / 7 II%•l� i% AT 5" 0'C. HEAD II II II� II U CORNERS it II II II 11 II I I 32 11/16" 32 11/16" 32 11/16" II \ 32 11 36 9/16" 72 15/16" VENT WIDTH FRAME WIDTH II II II I� (3) ANCHORS 12" 6" MAX. AT MTG. STILE ENDS MAX - 12- HEAD/SILL AT 5" 0'C. HEAD CORNERS B 36 9/16" �(3) ANCHORS VENT WIDTH AT MTG. STILE ENDS II II II I� AT 5" O.C. \ TYPICAL -ELEVATION- JfL OM.�FRAAIES X ILISH��_, MAXIMUM DESIGN LOAD RATING = + 65.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - '65.0 PSF 1 MTG. STILES WITHOUT REINFORCING J MAXIMUM DESIGN LOAD RATING r= + 80.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) MTG. STILES WITH REINFORCING" �— I OPERATING VENTS CAN BE 1/4 TO 1/3 OF WINDOW WIDTH MAX. D.L. OPG. FOR FIXED LITE NOT TO EXCEED 12.7 SQ. Fr FOR ALTERNATE SIZE UNITS MAX. FRAME AREA OF WINDOW NOT TO EXCEED TESTED FRAME AREA OF 31.46 S0. FT. zm Ott nW W R IY 20 V N O O O W dot � 0 9'm c va OZmM g 0600 H O W2J tr m Q W 7 LL b 00 Q W MR M E F I 3 II II II I� II II it I� II II 11 I, II - 12- 3. zm Ott nW W R IY 20 V N O O O W dot � 0 9'm c va OZmM g 0600 H O W2J tr m Q W 7 LL b 00 Q W MR M E F THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT, SHUTTERS ARE NOT REQUIRED. '�' • GENg�c ., i I •� o h a_B 12 201- 70592 i PRODUCT REVISED is mmplying with the Florida- UuildingCode AccePtmce 1•b 1 -Ot21. 03 •• ts,` P, piretinn l)ADe, 7%QZZ ' 0 hOF �\ drawing no. n'IDl�ui�aA,�oac�%�s�:ORION.,_aG.W16-86 3 - 12- 3. SILL I o u A 32 11/16" 32 11/16" n D.L. OPG. D.L OPG. z U 36 9/16':01 (3) ANCHORS -J tai VENT WIDTH AT MTG. STILE ENDS AT 5" O.C. � N U) v 3 cy, TYPICAL ELEVATION p n FLANGE FRAMES WITH FIN ADAPTER o 3 Z 0 W N 0 V) Q J THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT, SHUTTERS ARE NOT REQUIRED. '�' • GENg�c ., i I •� o h a_B 12 201- 70592 i PRODUCT REVISED is mmplying with the Florida- UuildingCode AccePtmce 1•b 1 -Ot21. 03 •• ts,` P, piretinn l)ADe, 7%QZZ ' 0 hOF �\ drawing no. n'IDl�ui�aA,�oac�%�s�:ORION.,_aG.W16-86 4Y6 cv \ x n 0 H ri FALSE MUNTINS / RFACE APPLIED)/ MAY BE USED . . . . . . . . . . ••• • • • . ••• FRAME WIDTH •� (3) ANCHORS • • AT MTG. STILE ENDS • ••r� \ AT 5" 0 C ___ • T j • 1 /tel I 1\\ I lel 1 1 1 • • m 32 11/16' 32 11/16' D.L OPG. D.L. OPG. 36 9/16' TYPICAL ELEVATION FLANGE FRAMES 110' FRAME d -ir---T�= • • • • • • • 7' MAX. • • • • • HEAD/SILL • • • • CORNERS m n °P W N Q IL t N N II N II II II lull 1L___ II I� IL 0oo�o II II II I, II I, F- I I II 1 II II a ,I II W y,y1 / F 6 %/ 7 36 9/16' x S n 0 0 w rnI a.0�E'M J 4 J w W 'n in � FLANGE FRAMES WITH FLUSH ADAPTER 0 O Q WOJ n 7LL b 0 110' FRAME d -ir---T�= Lqtlj- WIDTH 6 v zq n — LL— m n °P W N Q IL t N N II N II II II lull 1L___ II I� IL 0oo�o II II II I, II I, F- I I II 1 II II a ,I II W y,y1 / F 6 %/ 7 36 9/16' L) VENT WIDTH 0 w rnI a.0�E'M J 4 J w TYPICAL ELEVATION 0IL0Q A FLANGE FRAMES WITH FLUSH ADAPTER 0 O Q WOJ n 7LL b 0 0 M ^ Z_ �— 0 J uto p`tM alo Q W in R° (3) ANCHORS AT MTG. STILE ENDS A AT 5' 0� J - it �/ II 6 // 6 •/� II II II it II II 1� ,I d -ir---T�= 11 II , 6 v F 6 — LL— rr�� L N II N II II II lull 1L___ II I� t D_ II 1, II II II I, II I, F- I I II 1 II II II I II II AX MAx. SILL no 7 32 11/16' U H RS 32 11/16" D.L. OPG. AT) MTG.HSTILE END AT MTGORS (35T LLECENDS D.L OPG. AT 5' O.C. AT 5' D.C. 36 9/16' 36 9/16' VENT WIDTH VENT WIDTF 110' FRAME WIDTH CHORS I. AT STILE ENDS 12' AT 5' D.C. MAX IS 6 -- HEAD IS �11 - - 12' m� �1, MAX. �S z SILL h o (3) ANCHORS 32 /16" 32 11/16 32 11/16" PROOI ICF REVISED AT MTG. STILE ENDS D.L. OPG. D.L. OPG. D.L. OPG. � CAmply"6 Mth the Florida V : I1.0dmg C de AT 5' O.C. 36 9/16' 36 9/16" Acccgence Fin-O"ZI.Q3 Q• VENT WIDTH vENf WIDTN Lz Datr W22 % M TYPICAL ELEVATION gy �iC FLANGE FRAMES WITH FIN ADAPTER N1i ti y Prtduct `xnrr GEN,gF N �a .70592 ^_ 'ATE OF(y"�', drawing o no. d -ir---T�= 11 � 6 v — LL— rr�� L N II N II 1L___ 11/16' t D_ II 1, II II II 1 II II II I II II ,I II n �11 - - 12' m� �1, MAX. �S z SILL h o (3) ANCHORS 32 /16" 32 11/16 32 11/16" PROOI ICF REVISED AT MTG. STILE ENDS D.L. OPG. D.L. OPG. D.L. OPG. � CAmply"6 Mth the Florida V : I1.0dmg C de AT 5' O.C. 36 9/16' 36 9/16" Acccgence Fin-O"ZI.Q3 Q• VENT WIDTH vENf WIDTN Lz Datr W22 % M TYPICAL ELEVATION gy �iC FLANGE FRAMES WITH FIN ADAPTER N1i ti y Prtduct `xnrr GEN,gF N �a .70592 ^_ 'ATE OF(y"�', drawing o no. i� MAX.SILL � v rr�� L � o32 11/16' /16' D.L. OPG. D.L. OPG. n 36 9/16' L) VENT WIDTH J 4 J w TYPICAL ELEVATION FLANGE FRAMES WITH FLUSH ADAPTER 0 0 0 M ^ it p`tM alo W N � MAXIMUM DESIGN LOAD RATING = + 65.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 65.0 PSF MTG. STILES WITHOUT REINFORCING O,N MAXIMUM DESIGN LOAD RATING = + 60.0 PSF o 4 (FOR SIZES SHOWN ABOVE OR SMALLER) - 90.0 PSF j w MTG. STILES WITH REINFORCING ` 3 OPERATING VENTS CAN BE 1/4 TO 1/3 OF WINDOW WIDTH MAX. D.L. OPG. FOR FIXED LITE NOT TO EXCEED 12.7 SO. FT. FOR ALTERNATE SIZE UNITS MAX. FRAME AREA OF WINDOW = NOT TO EXCEED TESTED FRAME AREA OF 47.36 S0. FT. o EMT "^. �11 - - 12' m� �1, MAX. �S z SILL h o (3) ANCHORS 32 /16" 32 11/16 32 11/16" PROOI ICF REVISED AT MTG. STILE ENDS D.L. OPG. D.L. OPG. D.L. OPG. � CAmply"6 Mth the Florida V : I1.0dmg C de AT 5' O.C. 36 9/16' 36 9/16" Acccgence Fin-O"ZI.Q3 Q• VENT WIDTH vENf WIDTN Lz Datr W22 % M TYPICAL ELEVATION gy �iC FLANGE FRAMES WITH FIN ADAPTER N1i ti y Prtduct `xnrr GEN,gF N �a .70592 ^_ 'ATE OF(y"�', drawing o no. • ... . . . . .. . V " • • • • •• p •.• • ••• •• QW R. I � o q; �i Owe`^ • • • ••• 0• IL NW XG *00 :*o O a • • ••• TEMP. 1/8" MP. GLS t7 • • • • • • • ' ' ' • • 3/8" NR SPACE • 5/16" AIR SPACE a C > M 1/8" HEAT STREN'D. GLASS 1 8" HEAT ST REN'D. GLASS • • • • 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 0 IL 0 QO A 090" Interlayer .090" Interlayer 090" Interlayer .090" Interlayer 0 N V) Trosifol PVB Kuraray America, Inc.' Trosifol PVB By 'Kuraray America, Inc.' Trosifol PVB By 'Kuraray Americo, Inc.' Trosifol PVB By 'Kuraray America. Inc.' Q w LL m N OR OR OR Interlayer Z _ m f 090" Interlayer SentryGlas .090" Interlayer SentryGlas 090" Interlayer SentryGlos .090" SentryGlas J Z Q Q W al 2 By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' By IKuroray America, Inc.' OR OR OR OR .090" Interlayer 090" Interlayer .090"Interlayer .090" Interlayer Saflex Clear And Color Glass Saflex Clear And Color Glass Saflex Clear And Color Gloss Saflex Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR OR OR ; .075" Interlayer .075" Interlayer.075" Interlayer 075" Interloyer 3 Saflex CP With PET Core Saflex CP With PET Core Saflex CP With PET Core Saflex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' J 1/8" HEAT STREN'D. GLASS 1/4" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 1/4" HEAT STREN'D. GLASS < n ro -� SIUCONE SILICONE SILICONE SILICONE z 3 J 1— w DOW CORNING 795 w DOW CORNING 795 w DOW CORNING 795 � w DOW CORNING 795 r DOW CORNING 983 & J Lu DOW CORNING 983 i m DOW CORNING 2400 t z m DOW CORNING 983 DOW CORNING 2400 DOW CORNING 983 i m DOW CORNING 2400 z m DOW CORNING 2400 of JQ N N c�1 I^ (HOT MELT) Ml rn (HOT MELT) j III 3 ry^ (HOT MELT) I ] M1 ti (HOT MELT) g M1 SII z'^ 0 0 N � cs , II ,I Z Z� J ro I I wo 3 n N E9 a, 0 11 rc o Et — u1 ad w Wnr w M2 M2 W M3 w M3 GLASS TYPE '1' GLASS TYPE '2' GLASS TYPE '1i' GLASS TYPE '2i' I o W 4 5/16" OVERALL LAM. GLASS j 7/16" OVERALL LAM. GLASS 7/8" OVERALL INSUL. IAM. GLASS 7/8" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS a rzaoucr REvlsEI) _Plying Kith the Flmida uilding Code accertaocetmi •' ran I�sre 0022 0 0 = n By o�m' Mian' ade Product •r v AN 5/16" & 3/8" AIR SPACE CONSISTING OF: �P. G � a 'HESPLIMA' pp(1 "—D 12 201 70592 '� \ LOW PROFILE ALUMINUM SPACER — o NOTE: GLASS CAPACITIES ARE BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. ' BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION PERIMETER SEALANT: SILICONE O '• TE OF '� '•. mop.. G\�� W1 6-86 DECLARATORY STATEMENT DCA05—DEC-219 DOW W2000 CORNING 791 ��/sis/0�A11� ��` sheet 3 of 11 TYPICAL ANCHORS SEE ELEV. • . . FOR SPACING • • • , • • ;6 DeST. • • • • , "ICA& ANCHPW *SEE FLEV4r _ • FORSPACING• M14 • • MS f •. • •,• 16; • • m • o • • g � M OPTIONAL TO SWEEP LATCH OPTIONAL TO SPRING LATCH aW_ e Z qm 3 U a QrC U b 0 0 W N ` U IL W �0t � 0t 0oWm 0&,"8 pa0o� N a W 70 LL b m J O Q J aW�€� m 3 m a J Ld it Z V n N N0 (n 0 3Z4�. 0 � NIo�3 vi w lilM� r w G w WEEPHOLES: W1 = 1-1/2" X 5/16" WEEPHOLES AT 5-1/2" FROM o �€ EACH END PRODUCT REVISED eT �'MWllmg with the Florida '21Building Code c aoce No Is -o-211. 44 \ 1 EDGE DIST. Z T Q. . Y N W7 ' •y . FOR WINDOWS WITHOUT a v \ E15 SILL RISER LIMIT MAX. 9 ^ TYPICAL ANCHORS ' �- EXT.(+) LOADS TO 65.0 PSF W, TYPICAL ANCHORS FOR WINDOWS WrrHOur SEE ELEV. 1BY SEE ELEV. E75 SILL RISER LIMIT MAX. �•U—FOR SPACING WOOD BUCK FOR SPACING EXT.(+) LOADS TO 65.0 PSF _ _ ' EDGE DIST. P� AI'1 �'• 70592 = VS I ATEOF ••((A�� drawing no. 11NAL 1111111111 sheet 4 of 11 O W z W x • • m • o • • g � M OPTIONAL TO SWEEP LATCH OPTIONAL TO SPRING LATCH aW_ e Z qm 3 U a QrC U b 0 0 W N ` U IL W �0t � 0t 0oWm 0&,"8 pa0o� N a W 70 LL b m J O Q J aW�€� m 3 m a J Ld it Z V n N N0 (n 0 3Z4�. 0 � NIo�3 vi w lilM� r w G w WEEPHOLES: W1 = 1-1/2" X 5/16" WEEPHOLES AT 5-1/2" FROM o �€ EACH END PRODUCT REVISED eT �'MWllmg with the Florida '21Building Code c aoce No Is -o-211. 44 \ 1 EDGE DIST. Z T Q. . Y N W7 ' •y . FOR WINDOWS WITHOUT a v \ E15 SILL RISER LIMIT MAX. 9 ^ TYPICAL ANCHORS ' �- EXT.(+) LOADS TO 65.0 PSF W, TYPICAL ANCHORS FOR WINDOWS WrrHOur SEE ELEV. 1BY SEE ELEV. E75 SILL RISER LIMIT MAX. �•U—FOR SPACING WOOD BUCK FOR SPACING EXT.(+) LOADS TO 65.0 PSF _ _ ' EDGE DIST. P� AI'1 �'• 70592 = VS I ATEOF ••((A�� drawing no. 11NAL 1111111111 sheet 4 of 11 .. .. . .. .: ... ... . . . . ... • •• ••• •• • • •• • • • •• ••• •• ••• • • • • • ••• • •• • • • • • ••• •• WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE FLEV. FORsP-Nt� BY 1/4" DIA. ULTRACON 'ELCO' (Fu=177 KSI, Fy=155 K INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONIC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) IN IAMI-OADE COUNTY APPROVED MULLIONS OR INTO METAL ST H S) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. 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-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. METAL STRUCTURE DIST. is x \ N TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED a -twMros :•ith the Flmido Bwld.g Code Accepaece Tb __�2� Fr -------- ---------,0 I I l� I MIAMI-DADE COUNTY APPROVED I j l MULLION 6: MULLION ANCHORS I j I� SEE SEPARATE NOA �I ZF o I I EDGE I j I DIST. II 2 W WE L __ _ ___�J r p`o O W N N Er Q; OC OGu',-, 0 'j'A to gSEEpp TYP CHORS OO IL 0 p EAS r. FOR SPACING C 2 O �y Q W > LL 6 �iE02 0 m W Q W 01 f F ,_8 12 2TI 3 0 R z V & Jw 0 30 m 1 n 0 = Z3�2 $ 32 � w viC) W 7 3 H- 0 S Y drawing no. W16-86 ... . . . • •.• O O • RPNFORCING • • O RIOVEDEMCOUNTY UWON �� m 1/4• MAX. VENT WIDTH • Et SErEL� • • lq MAx. • • SEE SEPARATE NOA m • • SF�MS • Z n SHIM • • • • • TYPICAL ANCHORS M16 E4 M5 E6 ES M76 • • • • E1 E4.1 • �' SEE ELEV. • • • • ° FOR SPACING Ii TYPICAL ANCHORS I I a e 1p 0 SEE ELEV. I I 0: 0 p` V OW FOR SPACING • • • 1 1/4 ••. -- _ -_ -- •• II UN^ JL • • • • • • • A • • • • • • II II 0>A o • I 1 � G 0 4.0a U) 0 O Q W 74 b L jl TYPICAL ANCHORS Q w OM1i F M16 M5 Mt6 EXTERIORE77 MS Mt7 SEE ELEV. _ METAL • n a FOR SPACING STRUCTURE D.L OPG. 18Y - WOOD BUCKS WINDOW WIDTH WINDOW WIDTH J vmi WINDOW WIDTH 3 m XO LAYOUT e OX OPPOSITE a o � n z .. O O O O �JW 1/IM VENT WIDTH M7 M6 TYPICAL ANCHORS '. (n N a SHIM REINFORCING 1 4' MAX. SEE FlEV. oN 3O rn r%1 n E16 AS REOD. SHIMS =-'� FOR SPACING n n MI6 E4 MS E6 E5 MI6 MI6 M8 -Z SEE F1EVS. 0 .` x Z 3 J e g 32 � w 0 Wl JL -_ - ccm _ - Xl __---_- L- 811 1_1 o 0 M76 M5 M76 Ms M17 EXTERIOR E6 E77 ` > vii i ter O.L. OPG. WOOD BUCKS : c � - WINDOW WIDTH , i� _ _ Fo o /TYPICAL ANCHORSSEE XOX LAYOUT + ``1t11nuNrrrYr7 u o� FOR SPACING GENBf "' � •r o i 0502 7BODUCT REVISM' - a x rnmPNYI.B -Ih the Florida c IfuiiQiog Code .D22t.oi i 2 2�''. ; �` Ac«Pteora p ®'•• A7E OF ({7` drawing no. RIDt —86 DY �'7s`s�OWAt E�.� L6; ah ProLuu /' 7YU n n 111111 sheet 6 of 11 . ... . . . . ... W EDGE DISE. m •• • •• • • • • • • • • • • ED•E QST. • • • MIAMI—RADE COUNTY APPROVED MULLION &MULLION ANCHORS m 3 _ ° p' • • • • • • RE• • SEE SEPARATE NOA Z n a \. • • • • • •• 0� hw � N.s • • • • • • • • • • EDGE DISE. Q � i � aI •• • W O F E72 �v=i •'� • • • • • • • • 00112 = • E12 OGHmLL O • • ••• • .• • • • • O j a¢rc M IL a ALT.M7 0 Q TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS C Z O Q M SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING w N JmmQJ Q W0, w N 3 I n < o n V z w a a vi x Q'y 1/4• MAX. O C, 3 h W SHIMS z x TYPICAL ANCHORS 1 ALT. i Z 3 J e 3 W SEE ELEV. FOR SPACING n _ vi Q w La °1 1/4 TYPICAL ANCHORS ° `u SEE ELEV. FOR SPACING O WINDOW WIDTH N ^ _ - O ALT. O _ > $ o INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER EN&, a SEE SHEETS 4 & 6 FOR WINDOW DETAILS 0 i •' • • PRODUCTREVISED I iN ixh the ilorida • 2 v • , I ° - >n ui utg Building Cite Accentmce T�'zi.o3 0S OF 1p� Exlwtafon Gk2D22 drawing no. EDGE DIST. S \\. //�YYs� � SAI' Sheet 7 of 1 1 �,x / I� ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES• NOT BY E.S. WDW. TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • • • • • •• •• • •� • • w n Z w pi � • • • • • • • • • • • • • � n �, O h �' � Z • • • E,*ELEV. FOR SPACING l;PJC RL NQHAS: SE H W ro aY10 WOOD SCREWS (GRADE 2 CRS) ` O U INTO 28Y WOOD BUCKS OR WOOD STRUCTURES p O w n • • • • •• 1 /2- "N. Pgf"RATIQ N INTO WOOD 4100 • • • • % •. Fp OVNn O • • •♦ . • I n 'm v'>aa E13 • 4141 • • • • -c D AIT. • 4141• 4141 O /10 TEKS/SELF DRILLING SCREWS Q W LL AT 6 FROM ENDS ILZ C n AND 12 O.C. MAX. ZM W 01 f F Q4Ew 1/4' MAX. GAP 30 3- 1/2' 1/2' MIN. "1 o � n U C, J w i O 1 ALT. fn N a ,� S W off 0 0) E o 0 n m 3 x Z 3 J Wui i 0 010 TEKS/SELF DRILLING SCREWS LJ M < �' AT 6 FROM ENDS I� AND 12 O.C. MAX. ' C C +10 TEKS/SELF DRILLING SCREWS i m _ TYPICAL ANCHORS AT 6 FROM ENDS SEE ELEV. EXTERIOR o r I, r AND 12 O.C. MAX. FOR SPACING 3W3 WINDOW WIDTH m p p .y ALT. `\11111111 f7i�� v`O a m PP INSTALLATION DETAILS WITH FIN FRAME ADAPTER p SEE SHEETS 4 & 6 FOR WINDOW DETAILS 2 H a PRODUCT REVISFL)� _6 w• d^IWY'�With d. Fk id—�j 29 - �` o -g A—m--NN. Ib -0711.03 e.piretiplp �.� W16-86 TYPICAL ANCHORS ?DA1Q �` ORIDP.•'•` \� OR SPACING /SEEELEV. Ry i/ss/0 .... �'` �`\ M 1 '��//�AL1111` sheet 8 of 11 • • ••• • • .. .. . . . •• •o 't'.• _ W ml h m J 0� f IL Z 0 01 n 3: O p o o a �" 0 G�� O 01a¢�m g ' .1 N � O z N Q W 7 LL m 1Li�=0 �op0f wWI Q W m F a J m 3 „ 3 I m R c� z J JL, 4 i In U) a 0 0)M m p 1 m o ✓ = ? 8 3 z `` In C)N W N Q N c1 0 `u h.- \`11\111111// �JpD.AN PRODUCT REVISED �TA>�ewithth.F1010.g 1 2 2°' A cslPUnoe 1� 15.02 .03 = ry_ Ea ;,ti Dax �,y�2 7 OF �� drawing no. By Ai IDH.•' \�� l //11111111 sheet g of 1 1 ITEM / PART / REQD. DESCRIPTION TERLtL MANP./SUPPLIER/REMARKS E7 ES—EL104 1 FRAME HEAD • • •60�—TB • — • • • E2 ES—EL201 1 FRAME SILL • • f�`3—T — • • • • • • E3 ES—EL202 1 SILL TRACK • 603—T6 — • • • • E4 ES—EL702 2 FRAME JAMB (OPERATING) 6063—T6 — • 000 • • E4.1 ES—EL701A 2 FRAME JAMB (FIXED) 606J—TIL 6 — ES ES—EL705 1 INTERLOCK SRLE 6063—T6 — E6 ES—EL106 1 JAMB STILE 6Q�3—� — • • • • • • • E7 ES—EL707 2 VENT TOP &BOTTOM RAIL S—T6 • — • • • • EB ES—EL108A 1 FIXED MEG. STILE • 6.636 • — • • E9 ES—EL109 AS ROD. GLAZING BEAD (5/16' LMT. GLASS) 6963—t6 • — • • • • • • • E70 ES—EL710 AS ROD. GLAZING BEAD (7/16' IAM. G1A55) 6063—T6 060 — E11 ES—EL111 AS ROD. GLAZING BEAD (INSUL LAM. GLASS) 6063—T6 — E72 ES—ELI 12 AS REQD. FLUSH FRAME ADAPTER 6063—T6 — E73 ES—ELI 15 AS REQD. FLUSH FRAME ADAPTER WITH FIN 6063—T5 — E14 ES—ELI 14 AS REQD. HEAD SCREW COVER 6063—T6 — E15 ES -2011 AS REQD. SILL RISER 6063—T6 — E76 ES—EL220 AS REQD. INTERLOCK SOLE STIFFENER 6005—TS — E17 ES—EL221 AS REQD. FIX. MIG. STILE STIFFENER 6005—T5 — E18 ES—ELI 13A AS REQD. JAMB SCREW COVER 6063—T6 — M1 ES -50084 AS REQD. GLAZING BEAD BULB SILICONE DUROMETER 6035 SHORE A M2 80-372A 2/ LITE SETING BLOCK AT 1/4 POINTS (LAM. GLASS) SILICONE DUROMETER 8015 SHORE ate A M3 EL100-801 2/ LITE SETTING BLOCK AT 1/4 POINTS (INSUL. LAM. GLASS) SILICONE DUROMETER 8035 SHORE A M4 EL100-301 AS REDO. VENT STOP RIGID PVC — M5 W23211NG AS REQD. PILE W'STRIPPING WITH PLASTIC FIN POLYPROPYLENE — M6 SK08-4010 2/ VENT SPRING LOADED LATCH 6063—T6 ALTERNATE TO SWEEP LATCH M7 ES -1012 2/ LATCH LATCH SPRING 5T. STEEL — M8 SL302—XX 2/ VENT SWEEP LATCH DIE CAST ALUM — M9 WA2L 2 WEEP HOLE COVER RIGID PVC — M10 ES-1000—P1L — LEFT NOTCH CAP NYLON — M11 ES-1000—PTR — RIGHT NOTCH CAP NYLON — M72 WPSA—N1 2 3/4' % 3/4' RETIC FRAM PAD FOAM — M13 TPR-16019P—A 2 RORER POLYAMIOE @ACETAL — M14 TAR -16019P 2 ROLLER HOUSING POLYAMIDE — M15 /8 % i" — FLUSH FRAME ADAPTER ASSEMBLY FASTENERS Si. STEEL FH SMS M16 /8 X 1' — FRAME AND VENT ASSEMBLY FASTENERS ST. STEEL PH SMS M77 /8 % 3' — FRAME SILW1 6-86 L ASSEMBLY FASTENERS Si. STEEL PH SMS M18 /8 X 3/4" — SWEEP LATCH FASTENERS ST. STEEL FH SMS M20 /14 % 3/4" — ASSEMBLY FASTENERS FOR FLUSH ADAPTER ST. STEEL PH SMS • p2.917 �{ ... • • • 7.187 • • • • • •83 • • L_ ..308 -'j •633 .519 �^--y .135 .626 T- • .050 .974 .62� .050 .974 .62L .062 .974 •• W _ Z m J y ° Z O 2.187 2.812 .062 1.295 T1P. 2.347 • 1.187 L• •• • • • • • • .062 • • 1'260 • • •• �•• • • I F�-.202 .202 .202 E9 E10 E,1 GLAZING BEADS Z p a Q f Z n ao n V O 0 N �- y1 1e7� 2.148 •• ••• • • • • O• `I�P7T•T01/BpYOM 1.7631 L 63 1 -� 0 r Ci o w 00, • • • • • ••• •• E1 FRAME HEAD E6 JAMB STILE t.t22 1.421 7.078 .078J .1��tz5 1.025 J .708 E16 INTERLOCK STILE STIFFENER a o 0 O N W O n Q yj y LL O 4 Z_ I O Q w m Q € k'J 1.938 050 �62 1.187 �1 .�o162 1.187 t.a7a M6 SPRING LOADED LATCH .513 3.310 2.685 P 2,000 1.313 � 1.233 .125 1.013 o "� 3 � m 040 p2.917 �{ .062 • • 1.313 0511 TM • • • 7.187 • • • • • •83 • • L_ ..308 -'j •633 .519 �^--y .135 .626 T- • .050 .974 .62� .050 .974 .62L .062 .974 •• W _ Z m J y ° Z O 2.187 2.812 .062 1.295 T1P. 2.347 • 1.187 L• •• • • • • • • .062 • • 1'260 • • •• �•• • • I F�-.202 .202 .202 E9 E10 E,1 GLAZING BEADS Z p a Q f Z n ao n V O 0 N �- y1 1e7� 2.148 •• ••• • • • • O• `I�P7T•T01/BpYOM 1.7631 L 63 1 -� 0 r Ci o w 00, • • • • • ••• •• E1 FRAME HEAD E6 JAMB STILE t.t22 1.421 7.078 .078J .1��tz5 1.025 J .708 E16 INTERLOCK STILE STIFFENER a o 0 O N W O n Q yj y LL O 4 Z_ I O Q w m Q € k'J 1.938 050 �62 1.187 �1 .�o162 1.187 t.a7a M6 SPRING LOADED LATCH .513 3.310 2.685 P 2,000 1.313 � 1.233 .125 1.013 o "� 3 � m 040 ES INTERLOCK STILE 1.740 � 826 a z J k-- .917 2 2.049 .277 E17 FIX. MTG. STILE STIFFENER J w N V) E2 FRAME SILL 1.407 1.187 1 E18 JAMB SCREW COVER '165 066 2.500 N C) m O = Z �+ r� Z ` o _ C 040 300 8 JI .062 2.000 w W r7 M � 6 }IIS""` Y1 312 .2501 I� 1.374 .625 .046 F-1.387 JI Et4 HEAD SCREW COVER E3 SILL TRACK EB FIXED MTG. STILE E15 SILL RISER G G G y N 0 045 2.614 L-2857 - .500 .625 u 13 719 �L� 2.78 0 i-<•� .0622.3 TYP. E12 FLUSH FRAME ADAPTER c oo�d 1.428-1 1 3.41 2.917 .062 2.917 2.987 A ``�\\' \\\U\G11 II 1•' i' ;S II -I 005 P 1.167 -^1.625 Idrawing 5GO063 .500 . -S .L2 625 = n^, rnmpiyi w� h the Fk*tda - - I:�i;ling C`nde �-B 21 ,� o c - o .875 639 A:cepma Pb is-c4el • no . I 1.562 .045 IF --2.760 Lcprption TJ.�2 ;�` ••.�zoa�o�.•••,[��: BY i77ss�O�AL W16-86 E4 FRAME JAMB (OPERATING) E4.1 FRAME JAMB (FIXED)E13 FLUSH FRAME ADAPTER WITH FIN t� \` NbPrcAmE sheet 10 of 11 FIX. RAIL CORNERRAIL CORNER El • . ... • . • • . . 00 go • 0 9 ... . . . ; • • i see • • • .. • .. • PIP PRODUCT R ED sh 0. Flats- o,IAing 4IB-C121.0�✓ , m = ncsclmce 2 2, tv, E : Q '•. OF (y� drawing no. � W16-86 sheet 11 of 11 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMIMSTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mianiidade.gov/economv Next Door Company 1300 N. W. 74te Street Miami, Fl. 33147 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 Pwt4ict Corm cl•Sectiorf • • • ; • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reseiM this right: to have this product or material tested for quality assurance purposes. If this product or material fails t'o �&Wrm in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immeliteli revokf, mqdify, o>: • • • • suspend the use of such product or material within their jurisdiction. RER reserves• 14e, right tc; 7ed8lte thi,%.... acceptance, if it is determined by Miami -Dade County Product Control Section that this psodw4or matgrial.fails to..:..' meet the requirements of the applicable building code. 000900 ' • • • • • • • • 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 "S -8080F" Flush Outswing Steel Doors -Impact :....: APPROVAL DOCUMENT: Drawing No. W08-85 Rev G titled "Series "S -8080F" Outswing Steel Erit kwe Door" Sheets 1 through 7 of 7, prepared by Al-Farooq Corporation, dated 10-08-08 and last revised on May 23, 2018, signed and sealed by Javad Ahmad, P. E. bearing the Miami -Dade County Product Control Renewal 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 Limitation: 1. Threshold Type B1 (sheet 2) is not rated for Water infiltration requirement, where needed. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", 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 renews NOA # 18-0205.09 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 Ishaq 1. Chanda, P.E. MIAMI RADE COUNTY �Mu.. NOA No. 18-0725.12 Expiration Date: May 13, 2024 Approval Date: September 20, 2018 Page 1 Next Door Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals. A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files below) 2. Drawing No. W08-85 Rev F titled "Series "S -8080F" Outswing Steel Entrance Door" Sheets 1 through 7 of 7, prepared by Al-Farooq Corporation, dated 10-08-08 and last revised on June 12, 2014, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files #14-0211.14/#12-0229.04 /#09-0112.03) 1. Test reports on 1) Air Infiltration Test, per FBC TAS 202-94 2) Uniform Static Air Pressure Test Loading per FBCTAS 202-94 3) Water Resistance Test, per FBC TAS 202-94 4) Forced Entry Resistance Test, per FBC TAS 202-94 • • • • 5) Large Missile Impact Test, FBC TAS 201-94 0000see*:* .. .. 6) Cyclic Loading Test, per FBC TAS 203-94 • �; • Along with installation diagram of double outswing steel door, marked -up by.T:enestration.Testing• • Laboratories, Inc. Test Reports Nos. FTL 5578 (FTL08029), dated 09/08/g8,•gigped ai:4,sppled by • Carlos Rionda, P.E. "" ' '.... ...... .... ..... C. CALCULATIONS .. .. .. . ...... 1. Anchor calculations and structural analysis per FBC 2014, prepared l":1l; Farooq Corporation,,% dated May 01, 2014 and last revised on 06/12/14, signed and sealedby Javad AkmAeP. E. D. QUALITY ASSURANCE ' 1. Miami Dade Department of Regulatory And Economic Resources (RER). E. MATERIAL CERTIFICATIONS (Submitted under file # 12-0229.04 /#09-0112.03) 1. Tensile Test report No. FTL08029Test 1, 2 & 3 dated 23 APR 03 per ASTM A-3705 for steel face sheet, prepared by Fenestration Testing lab, signed and sealed by Carlos Rionda, P.E. 2. Notice of Acceptance No. 07-1107.08 issued to Dyplast Product, LLC (Former Apache Products Company) for "EPS -Expanded Polystyrene Insulation", expiring on 01/11/17 3. Test Report No. 3145021COQ-004 and Test Report No. 3145021COQ-005, both dated March 28, 2008, issued by Intertek. to Next Door Company for "RA -24" Batt Fiberglass Insulation for "Self Ignition Temperature Test" per ASTM E-84-08 for smoke density & Flame spread and Surface Burning Characteristics" per ASTMD-1929 respectively. 4. Test Report No. 3145021 -COQ -006, dated March 28, 2008, issued by Intertek. to Next Door Company for "RA -24" Batt Fiberglass Insulation for "Rate of Burning" per ASTM D-635-06. F STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 04/28/14, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 02/17/12, signed and sealed by Javad Ahmad, P.E. (Submitted under file # 12-0229.04) 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises & renews NOA # 12-0229.04, expired on May 13, 2014. 2. Test proposal # 07-3699 dated 01/31/08, approved by BCCO. (1, 0 x.. ,�.-- Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 18-0725.12 Expiration Date: May 13, 2024 Approval Date: September 20, 2018 E-1 Next Door Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under previous approvals. A. DRAWINGS 1. Drawing No. W08-85 Rev G titled "Series "S -8080F" Outswing Steel Entrance Door" Sheets 1 through 7 of 7, prepared by Al-Farooq Corporation, dated 10-08-08 and last revised on May 23, 2018, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. •••• C. CALCULATIONS . . ... ...... 1. Anchor verification calculations and structural analysis, complying with FBC 2017.;VSdition), prepared by Al—Farooq Corporation, dated 01/25/18 and last revised on7�; 1/18, si * *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. • • • • • F. STATEMENTS 1. Statement letter of conformance to FBC 6' Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 12/22/17, signed and sealed by Javad Ahmad, P.E. 2. Statement of lab compliance, as part of test report. G. OTHER 1. This NOA revises NOA # 14-0211.14, expiring 05/13/19. 3. New Evidence submitted. A. DRAWINGS 1. Drawing No. W08-85 Rev G titled "Series "S -8080F" Outswing Steel Entrance Door" Sheets 1 through 7 of 7, prepared by Al-Farooq Corporation, dated 10-08-08 and last revised on May 23, 2018, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. E-2 tr,� l . (-C„ h M -\h--- shaq I. Chanda, P.E. Product Control Examiner NOA No. 18-0725.12 Expiration Date: May 13, 2024 Approval Date: September 20, 2018 Next Door Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS (Submitted under files #18-0205.09) 1. Statement letter of conformance to FBC 6th Edition (2017) and of no financial inter]%t, prepared by Al Farooq Corporation, dated 12/22/17, signed and sealed by Javad Ahmad, P.E'....' ...... G. OTHER •••••• •••• •••••• 1. This NOA renews NOA # 18-0205.09, expiring 05/13/24. ' .... . ..... ...... .... ..... .. .. .. . ...... % . . . . .... . . . . ...... I haq I. Chanda, P.E. Product Control Examiner NOA No. 18-0725.12 Expiration Date: May 13, 2024 Approval Date: September 20, 2018 E-3 SEE DETAIL SHEET 4 6" MAX. 25' (4) ANCHORS -- HEAD CORNERS AT HEAD I AT 15-1/2' O.C. MAX. ANCHOR OPTION AT GROUT FILLED HEAD 100' MAX. FRAME WIDTH I (5 ANCHORS AT /�IJ�-MTC. STILES ORS 96' MAX. AT 6" O.C. DOOR OPNG. ANCHOR OPTION AT GROUT FILLED HEAD =A mw SEE DETAIL ANCHORS AT WIG. STILES o SHEET 4 AT 3-3/4O.C. 6' MAX. GROUT FILLED JAMB F (3) ANCHORS AT JAMBS ZAT 38-I/2' O.C. MAX. IIt9DUCT "f4C 4j& i• ar.t�• •Nh •.e FL w tM1• 072j • 17- m w SEE DETAIL m w IdV rvs SHEET 4 rvU (4) READ. FOR SIJ. TYPE B SILL ANCHOR OPTION ___.Tr.... XX ` (7) REOD. FOR SILL TYPE 'Bt' CORNERS X THESE DOORS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. RFS IES -8080F OTT SWING COMMERCWL STEEL ENTRANCE DOOR SEE SHEET 7 FOR VARIOUS FRAME PROFILE OPTIONS. (SEE MAX. SIZE ON THIS SHEET). FRAME JAMB TRIM (WIDTH) - 1-1/4' TO 2' FRAME JAMB DEPTH = 4-3/4' TO 8 -3/4 - FRAME HEAD TRIM (WIDTH) - 1-1/4' TO 4 - DOORS WITH THRESHOLD TYPE B ARE APPROVED FOR INSTALLATION WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH THRESHOLD TYPE B1 ARE APPROVED FOR INSTALLATION WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • �v m O Z ry Hf zn a O a p G5 p a jN`e. 0. N VOW ~ Oa C C m o Q t; d 0. NP1pm ry Q W j LL a LL0Koma �O Q W Qi rL f drawing no. W08-85 AT GROUT FILLED JAMBS TYPICAL ELEVATIONS OPTION 1 MAXIMUM DESIGN LOAD RATING + 75.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 75.0 PSF THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE AS LIMITED BY CODE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE • • NOTE • • • INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).• • • RESISTANT, SPACED AS SHOWN ON�ETAILS • • • • • • • iGRGSS j2E0jIIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL II111IIIAAA ANCHORS SHALL BE CORROSION AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT T BASE • • • • • • • • `t\11I MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.• • • • • • • • • ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIVE. • • • • • • • • • • 1} 8F MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE EVMRD C fPI�rfM kb _ REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.K:C� THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE I ObMA IDR • • • • 1 ezas'•o5 • N ••., it By 23,2018 FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODI L ADEOUI CaY PEgING R • • • y Q •. STATEOF ((/ �^` `• 'Y- AZpRTpN OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND • WATER INFILTRATION RESISTANCE ETC. NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZE&SEPARATEr. • • • • .• ,•• moi' F �cl r SSS, SAA �O"L E �� CONDITIONS AND TO BE REVIEWED BY BUILDING OFFICIAL. • • • • • AAAII I I I 1111111 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • �v m O Z ry Hf zn a O a p G5 p a jN`e. 0. N VOW ~ Oa C C m o Q t; d 0. NP1pm ry Q W j LL a LL0Koma �O Q W Qi rL f drawing no. W08-85 TYPICAL ANCHORS EDGE DIST ..... E ELEVS VsE. FORSPACING:RETEPSI GU 14 �. d =0111swillm nff:— O 3/4' MIN. FLUSH BOLT PENETRATION a O a W F k W i Felt. FAR emirs 8 CONCRETE a 3000 -{'SI MIN_ ' EOGE CONCRETE ° '' EOGIE 1ST. CONCRETE'' s. 3000 PSI MIN. 3000 PSI MIN p TYPICAL ANCHORS TYPICAL ANCHORS 5/16' X 3' ULTRACONS 1/4DIA ULTRACONS 1-3/4" MIN. EMBED 1-3/4' MIN. EMBED SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING THRESHOLD TYPE 8 THRESHOLD TYPE B1 APPR'O FOR WATER RESISTANCE NOT APPR'D FOR WATER RESISTANCE TYPICAL ANCHORS EDGE DIS -SEE ELEVS. X0 FOR SPACING a a 'CONCRETE I 00 P.. GIN_ TYPICAL ANCHORS SEE ELEVS. a FOR SPACING a TYPICAL ANCHORS SEE ELEVS, U FOR SPACING 3/8" DtA SI FFVF ANCHOR BY 'WEJ-TY DIRECTLY INTO fc'=4000 PSI CONCRETE, 2-1/2' MIN. EDGE 91ST.' DIRECTLY INTO fc'=2000 PSI MASONRY BLOCK, 3-3/4" MIN. EDGE DIST. �, 0 2-1/2' MIN. EMBED INTO CONCRETE (HEAD/JAMBS) is 3 i 1-1/2" MIN. EMBED INTO GROUT FILLED BLOCK (JAMBS) 3/8' DLA. POWER BOLT BY 'POWERS' tC GROUT `O_ ¢ DIRECTLY INTO W-3000 PSI CONCRETE (HEAD/JAMBS) 3000 PSI MIN. _ P 3" MIN. EDGE DISTANCE GROUT FILLED HEAD OPTION d a 2-1/2" MIN. EMBEDANCHOR PLATES NOT REQUIRED FOR GROUTED FRAMES 3/8" DLe SMS OR MACHINE BOLTS (MIN GRADE 2 QRS' I�lO•UCf RCN•'1Vl1► ., INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.) sK aa•9Wes wh6 ie /yam o o m r B STEEL : Fy = 36 KSI MIN. ftm%wGo& 2 E o e ALUMINUM : 6063-T6 MIN. • • 000 • • • • •►'�.0 o W (STEEL IN CONTACT WITH AP MINUM TO:BE �L AfED`o ORO PAI TES) TYPICAL ANCHORS @ i'YUftLD INIS : • rtWy pD. Ah'�Y�s'% m - • • • • • • • • • • • • ' �.J I ' _ 1/4" OR 5/16' DIA ULTRACDNS (Fu -177 KSI, Fy-155 KSI) ` �' sF _ ` DIRECTLY INTO fc'=3000 PSI CONCRETE 91111DDCTREVIM, ,70592 2-1/2' MIN. EDGE DISTANCE FOR 1/4' ANCHORS -" 'Mb the no,, T} =10 3-1/8" MIN. EDGE OISTAWq FQPS 5/16" ANCHORS • • Ao,,~c No •b -p20(' Ory ay 23,2018'-Y� 1-3/4" MIN. EMBED • • • • • fu#wioe fir. =�'•. a11� • • • • • • • �-'iA <!/� drawing no. • • • • •• • V. � jr. ��•'•.;clOR1DN.•'�� w08_8CJ SE L.ANT: • • • • • • • c .L.a •, SSS �• ALL JOINTS AND CORNER! SEALE& WITH SAdbNE. • • • YYAY ��L 1L`Y tljjjjttl sheet 2 of 7, ••• (71l U Z N m -J-- Z m^ n QI 3 MUST SUPPORT LOADS IMPOSED BY DOOR SYSTEM AND O ' N Nz TRANSFER THEM TO THE BUILDING STRUCTURE. W Op�O Q is 101 fY O ;<IjnN m v 'L/8' DLe HLC SLEEVE ANCHOR BY 'Hien' rn a. DIRECTLY INTO fc'-3000 PSI CONCRETE, 3-1/2" MIN. EDGE DIST. - Iusi v O U 14 GAA. X 3' LONG STEEL PLATE AT ANCHOR LOCATONS p m �- V F z SECURED TO FRAME WITH TACK WELDS (2) PER SIDE FOR 0 Q' ¢ m o Q M REDD. NON -GROUTED FRAMES ONLY Q e p ,Oji • TYPICAL Z R 0 3 n I Q W z LL N X20 -m z u " DIRECTLY INTO fc'=3500 PSI CONCRETE (HEAD/JAMBS) O X o n 3-3/4" MIN. EDGE DISTANCEZ Q W A f r M2 u METAL \STRUCTURES �+ t O __ 3/8" DtA SI FFVF ANCHOR BY 'WEJ-TY DIRECTLY INTO fc'=4000 PSI CONCRETE, 2-1/2' MIN. EDGE 91ST.' DIRECTLY INTO fc'=2000 PSI MASONRY BLOCK, 3-3/4" MIN. EDGE DIST. �, 0 2-1/2' MIN. EMBED INTO CONCRETE (HEAD/JAMBS) is 3 i 1-1/2" MIN. EMBED INTO GROUT FILLED BLOCK (JAMBS) 3/8' DLA. POWER BOLT BY 'POWERS' tC GROUT `O_ ¢ DIRECTLY INTO W-3000 PSI CONCRETE (HEAD/JAMBS) 3000 PSI MIN. _ P 3" MIN. EDGE DISTANCE GROUT FILLED HEAD OPTION d a 2-1/2" MIN. EMBEDANCHOR PLATES NOT REQUIRED FOR GROUTED FRAMES 3/8" DLe SMS OR MACHINE BOLTS (MIN GRADE 2 QRS' I�lO•UCf RCN•'1Vl1► ., INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.) sK aa•9Wes wh6 ie /yam o o m r B STEEL : Fy = 36 KSI MIN. ftm%wGo& 2 E o e ALUMINUM : 6063-T6 MIN. • • 000 • • • • •►'�.0 o W (STEEL IN CONTACT WITH AP MINUM TO:BE �L AfED`o ORO PAI TES) TYPICAL ANCHORS @ i'YUftLD INIS : • rtWy pD. Ah'�Y�s'% m - • • • • • • • • • • • • ' �.J I ' _ 1/4" OR 5/16' DIA ULTRACDNS (Fu -177 KSI, Fy-155 KSI) ` �' sF _ ` DIRECTLY INTO fc'=3000 PSI CONCRETE 91111DDCTREVIM, ,70592 2-1/2' MIN. EDGE DISTANCE FOR 1/4' ANCHORS -" 'Mb the no,, T} =10 3-1/8" MIN. EDGE OISTAWq FQPS 5/16" ANCHORS • • Ao,,~c No •b -p20(' Ory ay 23,2018'-Y� 1-3/4" MIN. EMBED • • • • • fu#wioe fir. =�'•. a11� • • • • • • • �-'iA <!/� drawing no. • • • • •• • V. � jr. ��•'•.;clOR1DN.•'�� w08_8CJ SE L.ANT: • • • • • • • c .L.a •, SSS �• ALL JOINTS AND CORNER! SEALE& WITH SAdbNE. • • • YYAY ��L 1L`Y tljjjjttl sheet 2 of 7, ••• • ro METAL STRUCTURES NOT BY NEXT DOOR CO. U.I • MUST SUPPORT LOADS IMPOSED BY DOOR SYSTEM AND v TRANSFER THEM TO THE BUILDING STRUCTURE. i } n TYPICAL ANCHORS @ HEAD/JAMB: SEE ELEV. FOR SPACINGW �a w Q w W 'L/8' DLe HLC SLEEVE ANCHOR BY 'Hien' rn a. DIRECTLY INTO fc'-3000 PSI CONCRETE, 3-1/2" MIN. EDGE DIST. - Iusi v O U DIRECTLY INTO fc'=2000 PSI MASONRY BLOCK, 4" MIN. EDGE DIST. • F z 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) TYPICAL ANCHORS SEE S. METAL rn M 1-1/4' MIN. EMBED INTO GROUT FILLED BLOCK (JAMBS) FOR SPACING STRUCTURES I • •• o 0 3 n 3/8' DA SUP-R-SIFEVE ANCHOR BY 'MKT' I.. z u " DIRECTLY INTO fc'=3500 PSI CONCRETE (HEAD/JAMBS) o X o n 3-3/4" MIN. EDGE DISTANCEZ M2 u 1-1/4' MIN EMBED �+ 3/8" DtA SI FFVF ANCHOR BY 'WEJ-TY DIRECTLY INTO fc'=4000 PSI CONCRETE, 2-1/2' MIN. EDGE 91ST.' DIRECTLY INTO fc'=2000 PSI MASONRY BLOCK, 3-3/4" MIN. EDGE DIST. �, 0 2-1/2' MIN. EMBED INTO CONCRETE (HEAD/JAMBS) is 3 i 1-1/2" MIN. EMBED INTO GROUT FILLED BLOCK (JAMBS) 3/8' DLA. POWER BOLT BY 'POWERS' tC GROUT `O_ ¢ DIRECTLY INTO W-3000 PSI CONCRETE (HEAD/JAMBS) 3000 PSI MIN. _ P 3" MIN. EDGE DISTANCE GROUT FILLED HEAD OPTION d a 2-1/2" MIN. EMBEDANCHOR PLATES NOT REQUIRED FOR GROUTED FRAMES 3/8" DLe SMS OR MACHINE BOLTS (MIN GRADE 2 QRS' I�lO•UCf RCN•'1Vl1► ., INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.) sK aa•9Wes wh6 ie /yam o o m r B STEEL : Fy = 36 KSI MIN. ftm%wGo& 2 E o e ALUMINUM : 6063-T6 MIN. • • 000 • • • • •►'�.0 o W (STEEL IN CONTACT WITH AP MINUM TO:BE �L AfED`o ORO PAI TES) TYPICAL ANCHORS @ i'YUftLD INIS : • rtWy pD. Ah'�Y�s'% m - • • • • • • • • • • • • ' �.J I ' _ 1/4" OR 5/16' DIA ULTRACDNS (Fu -177 KSI, Fy-155 KSI) ` �' sF _ ` DIRECTLY INTO fc'=3000 PSI CONCRETE 91111DDCTREVIM, ,70592 2-1/2' MIN. EDGE DISTANCE FOR 1/4' ANCHORS -" 'Mb the no,, T} =10 3-1/8" MIN. EDGE OISTAWq FQPS 5/16" ANCHORS • • Ao,,~c No •b -p20(' Ory ay 23,2018'-Y� 1-3/4" MIN. EMBED • • • • • fu#wioe fir. =�'•. a11� • • • • • • • �-'iA <!/� drawing no. • • • • •• • V. � jr. ��•'•.;clOR1DN.•'�� w08_8CJ SE L.ANT: • • • • • • • c .L.a •, SSS �• ALL JOINTS AND CORNER! SEALE& WITH SAdbNE. • • • YYAY ��L 1L`Y tljjjjttl sheet 2 of 7, ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4- MAX. SHIM SPACE TYPICAL AN SEE TYPICAL ANCHORS FOR SF SEE ELEV. FOR SPACING 1 II 14 GkX 3" LONG STEEL PLATE AT ANCHOR LOCATIONS SECURED TO FRAME WITH TACK WELDS (2) PER SIDE REDD. FOR NON -GROUTED FRAMES ONLY TYPICAL METAL STRUCTURES 1 1/4- MAX. 1/4" MAX. TYPICAL ANCHORS TYPICAL ANCHORS SEE SEE ELEV. FOR SP,% FOR SPACING a EXr. LOCK OPTION #1 1,4* MAX SHIM AC TYPICAL ANCHORS 16X 1/2- PH SELF DRILLING SCREWS a, SEE AT t; AND 8" D.C. MAX.Z FOR SPACING .......... ......... . 1C 0 . . . . . . . . . . . ...... ...... ..... . . . . . . . . . ........ . t GROUT Z 3 000 PSI MIN. 20 E111. W Z < 0 EXTERIOR GROUT FILLED JAMBS OPTION tz ffi ANCHOR PLATES NOT REQUIRED FOR GROUTED FRAMES LOCK OPTION #1 1/4* MAX, IHIM SPACE O D z n 16X 1/2- PH SELF DRILLING SCREWS a, 1/2- FROM ENDS AT t; AND 8" D.C. MAX.Z IN -ACTIVE ACTIVE 0 FLUSH BOLTS TDP/BOTTOM 0 o Z C, L)-SM4 EL-. SWEI I Ap 9 1 W Z < 0 EXTERIOR tz ffi L LOCK OPTIONS 0 2� MAX. OPNC. WIDTH 96* SEE SHEET 6 MAX. FRAME WIDTH SEE SHEET I LOCK 02110N #1 litl,. 00 000 00 a 0 0 00 o 70592 May 23,20im- z STATE OF ANCHORS V. ICING 1/4' MAX. SHIM SPACE 0 U i EXTERIOR MAX. OPNG. WIDTH - 48' i. FRAME WIDTH SEE SHEE y. EXTERIOR LOCK LOCK OO /1 LOCK OPTIC 1 O LOCK OPTION MAX. .. c 14 GA X 3' LONG STEEL PLAT1 AT ANCHOR LOCATION: SECURED TO FRAMI WITH TACK WELDS (2) PER SIDI REDD. FOR NON -GROUTED •^• FRAMES ONLY TYPICAL 1/4' MAX. t8 G 3/16' IULTRCOhA 1-1/2' MIN. EMBED 1-1/2" MIN. EMBED • ` • • • • : BQAMM CORNER ANCHORS DETAIL • • • • • • •• 1,1111111„ :.;LIIMa•DUcr IEv� .70582 _ n •• • �gcea. •• • g�J May23,201; EXTERIOR �I • • • A D.' ! i �i®' STATE OF 1; drawing 9 n DOOR OPNG. MOTH i • tt• •• •• t�d�I ;,. • law •�•O`....... NAIl'•i\\ DOOR FRAME WIDTH ,.,,",mc�� `�°�: sWhee0t 84—57 ••• 1-3/8' X 1-3/4' X .053' THK. STEEL/ST. STEEL ANGLE, 4-1/2" LONG WELDED TO FRAME JAMBS N m I tj o z h° • ' 0 a H Z AL ANCHORS :DEV. Q f N al iPACING . O O O .V... Own - IL c • O �i'm m LL • • • V • • • O>� m •• •• Oaoo8 • •• •• ••• • mp Q llsi� • ••• w�LL • fg 1-0-5 Q W fll ri O o p w mIO N 1I FRODUCI ALvtMr1M V ml ^ ee —pilin -m Af nuib n A—p- Cxdc V z.9 } 0.capaoaeNo 0 W z �- 6api*atiott DsOt� w w � d77, N �F 0U MIA1•IpW z 3 = m r v m t8 G 3/16' IULTRCOhA 1-1/2' MIN. EMBED 1-1/2" MIN. EMBED • ` • • • • : BQAMM CORNER ANCHORS DETAIL • • • • • • •• 1,1111111„ :.;LIIMa•DUcr IEv� .70582 _ n •• • �gcea. •• • g�J May23,201; EXTERIOR �I • • • A D.' ! i �i®' STATE OF 1; drawing 9 n DOOR OPNG. MOTH i • tt• •• •• t�d�I ;,. • law •�•O`....... NAIl'•i\\ DOOR FRAME WIDTH ,.,,",mc�� `�°�: sWhee0t 84—57 ••• 1-3/8' X 1-3/4' X .053' THK. STEEL/ST. STEEL ANGLE, 4-1/2" LONG WELDED TO FRAME JAMBS • tj o X ^'M'1 1 � 3 J n • ' SUB CHANNEL I,n X O W OQ.-. Z :2 �! t8 G 3/16' IULTRCOhA 1-1/2' MIN. EMBED 1-1/2" MIN. EMBED • ` • • • • : BQAMM CORNER ANCHORS DETAIL • • • • • • •• 1,1111111„ :.;LIIMa•DUcr IEv� .70582 _ n •• • �gcea. •• • g�J May23,201; EXTERIOR �I • • • A D.' ! i �i®' STATE OF 1; drawing 9 n DOOR OPNG. MOTH i • tt• •• •• t�d�I ;,. • law •�•O`....... NAIl'•i\\ DOOR FRAME WIDTH ,.,,",mc�� `�°�: sWhee0t 84—57 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELLV. I FOR SPACING MAX. oc P'zLrlYYRENE W/O STEB(-•S'A EXTERIOR /6 X 1/2" 0 PH SELF DRILLING SCREWS AT 2-1/2' FROM ENDS AND 6. O.C. MMX. Ifl®I!•II DPNG. WIDTH - 96" AME WIDTH - 1D0" LOCK OPTION 42 (YALE PANIC W/ SURFACE VERTICAL RODS) '., 14 % 3• LONG STEEL PLATE a AT ANCHOR LOCATIONS AN 4. SECURED TO FRAME - w o < 3 WITH TACK WELDS (2) PER SIDE - 07Z • I Z REDD. FOR NON -GROUTED TYPICAL ANCHORS FRAMES ONLY SEE ELEV. TYPICAL ` FOR SPACING 6aPInNoa 8�i4-,.,y+(y,�.2.� �1In- \ . ��^� `•'•— 1 1/4• MAX. I SHIM SPACE 0 /6 X 1/2" 0 PH SELF DRILLING SCREWS AT 2-1/2' FROM ENDS AND 6. O.C. MMX. Ifl®I!•II DPNG. WIDTH - 96" AME WIDTH - 1D0" LOCK OPTION 42 (YALE PANIC W/ SURFACE VERTICAL RODS) '., PRODUCT "elxwan a, mwWn -m *4 EI44I! UvWl.Ace"mRa.No a • • 4. _ N m - w o < 3 - 07Z • I Z a a 1 C, m� Z 6aPInNoa 8�i4-,.,y+(y,�.2.� �1In- \ . ��^� `•'•— (2) 1/4" DIA ULTRACONS I 1 -3/4" MIN. EMBED 2 PER SUPPORT AT 3 O.C. 2-1/2" MIN. EDGE DIST. INTO3000 PSI CONC. p p v 01 0 l 0 • • O IL W W • f6 ' 1Y p F O U n 7M, LL •• •• V C IeM • ,� �,�•` TDPMULLION SUPPORT s' 0' a M c 0 6 O o ••• • aeqpl C N NR m • ••• Q �_� N • w 5 u u w N _ o �1/4-20 J per¢ J X 3/4' Q W m 2 r \ FH MACHINE SCREWS cc umi 2'X 3•X 3/16' w U STEEL TUBE MULLION M2DO(F) Fy = 46 KSI nl i w d W N O U r rn STRIKE PLATE 757F 3 N 1 O r (INTERIOR) Z SET SCREW I • • • • • •• YALE M200FW5 • • • • • • • • • • • • • 1111 EXTERIOR •• ••• •• • • •• �� ENSF �O b \I IOIODUC r REVI8*0 may, 2 ^ MAX. DPNG. WIDTH - 96" d4Yla�I tarRbl .I b th4 L Qad4 Max. FRAME WIDTH - 100 n4«y�yc4No -020 .DS i May 23,201W z�mn + LOCK OPTION #3 • • • • R'�'a•'4 DY4_.a�LS�.Lg STATED -r �� v (YALE RIM PANIC W/ YALE M200(F) MuwoN) �•• • ••� •• G• .�4..�1 �D�••' �� '•. ••• �• ••• �• • •�� ys�®PdALI�`\�` sheet 5 of 7 ••• PRODUCT "elxwan a, mwWn -m *4 EI44I! UvWl.Ace"mRa.No • • • ••• o aoo - w o < 3 - 07Z • I Z " Z_ E 15 D 6aPInNoa 8�i4-,.,y+(y,�.2.� �1In- \ . ��^� `•'•— (2) 1/4" DIA ULTRACONS I 1 -3/4" MIN. EMBED 2 PER SUPPORT AT 3 O.C. 2-1/2" MIN. EDGE DIST. INTO3000 PSI CONC. O SET SCREW I • • • • • •• YALE M200FW5 • • • • • • • • • • • • • 1111 EXTERIOR •• ••• •• • • •• �� ENSF �O b \I IOIODUC r REVI8*0 may, 2 ^ MAX. DPNG. WIDTH - 96" d4Yla�I tarRbl .I b th4 L Qad4 Max. FRAME WIDTH - 100 n4«y�yc4No -020 .DS i May 23,201W z�mn + LOCK OPTION #3 • • • • R'�'a•'4 DY4_.a�LS�.Lg STATED -r �� v (YALE RIM PANIC W/ YALE M200(F) MuwoN) �•• • ••� •• G• .�4..�1 �D�••' �� '•. ••• �• ••• �• • •�� ys�®PdALI�`\�` sheet 5 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LOCK OPTIONS: II ACTIVE LEAF: 'YALE' 8800 SERIES SURFACE MOUNT MORTISE LOCK lj--- 00 MAX. -{ WITH A DEAD BOLT FUNCTION, FASTENED WITH (2) /6 X 3/8" PH SELF DRIWNG SCREWS. I 4-7/8" LONG STEEL STRIKE PLATE AT 38" FROM BOTTOM, / \ FASTENED TO INACTIVE LEAF WITH (2) %12 X i" FH SMS INACTIVE LEAF 'MCKINNEY F801M' MANUALLY OPERATED FL.USHBOLTS I \ ACTIVE AT 12" FROM EACH END OF LEAF FASTENED WITH (4) /8-32 X 3/4- FH MACHINE SCREWS OPTION 41 STEEL STRIKE PLATES FASTENED TO HEAD AND SRL WITH MORTISE LOCK (2) f8 X 3/4" PH SELF DRILLING SCREWS 1Y/ DEAD BOLT FUNCTION NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE -I ENGAGED DURING PERIODS OF HURRICANE WARNING. ACTIVE/INA T� II OPTION 42: (YALE PANIC W/ SURFACE VERTICAL RODS) 'YALE' 7110 SURFACE VERTICAL ROD PANIC DEVICE ON INTERIOR ST. STEEL LEVER TYPE HANDLE WITH KEY / {I OPERATED ON EXTERIOR AT 40" FROM BOTTOM. FASTENED WITH (2) 11/4-20 X 1" PH MACHINE SCREWS / AT LOCK AND HINGE STILES 1-5/8" LONG STEEL STRIKE PLATES AT HEAD -I ACT\ Ii /ACS FASTENED TO FRAME WITH (2) 010 X i" FH SELF DRILLING L SCREWS OPOON E2 MULLKIN 100 MAX. OPTION 03: (YALE RIM PANIC W/ YALE MIOO MULLION) 'YALE' 7100 RIM EXITS PANIC DEVICE ON INTERIOR ST. STEEL / LEVER TYPE HANDLE WITH KEY OPERATED ON EXTERIOR AT 40" / \ FROM BOTTOM. FASTENED WITH l2) /1/4-20 X 1" PH MACHINE SCREWS 3-1/2" LONG STEEL STRIKE PLATE AT 40" FROM BOTTOM FASTENED WITH (2) 1/4-20 X 1" PH MS AND AC11VE AC1NE (2) /10-24 X 1" PH MACINE SCREWS OPTION !3 t 10 �m z Qf z" a S n pp`o O W N 0 U VoW.+ a0a s Qaooti oarua� N 0 Q WJJ N z LL 6 U. Z N O J 7 m J QWNfR" HINGES STEEL MORTISE HINGES 3 PER LEAF AT 7-1/4" FROM TOP TO 12 CL OF HINGE, AT 12-1/4" FROM BOTTOM TO CL OF HINGE, ER �E. y CENTHINGE EQUALLY SPACED FROM TOP @ BOTTOM HINGE I� FASTENED WITH #12-24 X 1/2" FTI MACHINE SCREWS � � c FOUR PER HASP(LEAF). FN()DUCT RSNcww ;y R sr eow# o DOOR EDGE CONSTRUCTION OPTIONS: SumisgCd,MN 619�W 3 Aa'epa.a NoOz OPTION A1EaPir�Nnn Da14_tT_T-,�T LOCK SEAM EDGE CONSTRUCTIONAdjawsaft Nor m LOCK SEAM) - _ .'. '• • • • • • • •� c o •• • • • • ••• • OPTION !1: •RODUCFOEYN" CENSE"-. 4 BUTT SEAM EDGE CONSTRUCTION r r•Py1.s with the R1.d•c - n g •afiLat Cady _ 940. 70592 �; � �• CONDNUOUSLY WELDED SEAM '� ��•• �•i �: - • • • ixp4.da� Or - """� • • • • • X70' ay23.2018�X(/; .: • ::. >: •` • • • ® STATE OF 4{/ drawing v no. . :•:...: •�• •• • a,i %`Ate•'•• RoRLOF;.••'G�� WOS-85 .. v 16 ,GA EDGE CFUNNFZ • • : �XT. • • • � • • • • • • • '., $S+�py"�.' \��•` 7r7r, �1.� .oI sheet. Sof 7 • • • • • • • • • • • •• •• • • • •• •• ••• 0 • 0 000 0 0 4.750 MIN.-- i 1.250. .053 1.H75 MAX. I F--1.938 1.582 • • • • • ••00 t.zso Q FRAME HEAD/JAMB 5.750 MIN. 053 1.250 MIN. 2.000 MAX. 2.625 MA%. 1.938 1-17 .73 1.938 7A FRAME HEAD/JAMB 4.174 ------ 1.743 1 743 .042 7.000 OO BOLT SPACER 5. 174 2.497 .042 -1.503- 0- BOLT SPACER MAX, 1 4. tH FRAME HEAD 1 l45) BOLT S Lr ---3.500 4.750 MIN. .828 I .026 .053 2.000 2.825 MW2.500 ® HAT CHANNEL REINFORCING 1.625 1.938 1.562 .115 1.250 500 --F 1C FRAME HEAD/JAMB (GROUT FILLED) 250 5.000 BUMPER THRESHOLD ((TYF .070 7.00 0 1-4--3.312-�•I BUMPER THRESHOLD (TYP L.WU - ) FRAME JAMB /12-24 4 PER t L I I a.I o ®+ II + 0 1A 0 J- 134" THICK STEEL HINGE gig ¢I�a 4 FRAME CORNERS u/ •• ••• • • • • • ••00 to COW 0 000 00 0 0 0 00 ` ,' � I ••• • �RO•UC7 ACt7p'� ♦. coaplrin{wM•*g11di WRODUCCREVtIND Witt.dwrwHo No. 70582 - - • • n 1 a72r.tZ AtN/M�er Na g' ExyinBa `` • By jk 1 < b kihm CC^� • Ano �Oij We • • • • • • • May 23,2018Q:= : o '-. STATE OF �°d(�� drawing no. \ 4 ••• • • • ••• • • 4