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WS-17-1428Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address 1201 NE 94 Street Miami Shores, FL 33138- Owner Information Address Permit NO. WS-5-17-1428 ■ Permit Type: Windows/shutters Pe r im ork Ciess fication: Window/Door Replacem Permit Status: APPROVED Issue Date: 6/612017 Expiration: 12/03/2017 Parcel Number 1132050100010 Block: Lot: 1201 NE 94 Street MIAMI SHORES FL 33138- 1201 NE 94 Street MIAMI SHORES FL 33138- Contractor(s) GUYCO CORP Phone (954)520-4999 CeII Phone Applicant BERNARD LEE Phone Valuation: Cell $ 24,500.00 Total Sq Feet: 500 Type of Work: REPLACE WINDOWS AND DOORS - NO CHAN No of Openings: 17 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $15.00 $4.05 $4.05 $5.00 $270.00 $12.00 $20.00 $330.10 Pay Date Pay Type Invoice # WS-5-17-64133 06/06/2017 Check #: 7039 $ 280.10 $ 50.00 05/30/2017 Check* 4374 $ 50.00 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is construction and zoning. Futhermore, I authorize the above-nam Authorized Signature: Owner / Applicant / urate and that all work will be done in compliance with all applicable laws regulating t -ctor to do the work stated. Contractor / Agent June 06, 2017 Date Building Department Copy June 06, 2017 1 BUILDING PE IT APPLICATION P' UILDING I I ELECTRIC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: I305) 762-4949 MY SO2017 BY:I.—i ► FBC20I`i Master Permit No. (1Jr) 1 Li 29 Sub Permit No. ri ROOFING n REVISION El PLUMBING El MECHANICAL El PUBLIC WORKS 0 CHANGE OF *�y CONTRACTOR JOB ADDRESS: //�' 1`Ll CityligstAt Miami Shores County: Folio/Parcel#: // "ACI5 "0/0 - 00/0 1(��"' Occupancy Type: � Load: Construction Type: Miami Dade EXTENSION RENEWAL n CANCELLATION I SHOP Zip: DRAWINGS Is the Building Historically Designated: Yes NO Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 1t\'-..;E/M11\0 LoRls Phone#: 1l; 9— 9-3 Address: / O/ N67 ?9 ZA sr. City: /7/17/ des State: zip: 33/38. Tenant/Lessee Name: Phone#: — Email: `> L2 �Ll� G (AkGLl t • i -VVI CONTRACTOR: Company Name: 2V ti Cal f Address: /f038 op -me /- i City: tete6fIN Qualifier Name: &t f 4. # li ✓J/O CG C O%' Z c 2-Z State Certification or Registration #: DESIGNER: Architect/Engineer: State: . 00— O 2 3 Phone#:9s*so Zip: 333 Phone#: F59- SZD Certificate of Competency #: Phone#: Address: �/[ City: value of Work for this Permit: $ Square/Linear Footage of Work: State: Zip: Type of Work: n Addition I I Alteration n New Demolition Description of Work: 1 kW— tA,i n cetru, + etegtri, 5 —ti0 emit ier ID �ep air/Rep lace —i s 16 — LA)lnkto&s Specify color of color thru Submittal Fee Permit Fee $ CCF $ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) 9 TOTAL FEE NOW DUE $ 2 -0 CO/CC $ Notary $ Double Fee $ Bond $ Bonding Company's Name (if applicabl Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the Job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature (10W/ h1 - Signature OWNER erfteEt T The foregoing instrume t was acknowledged before me this 4/% day of ikt% , 20 / 7 , by tan Les , who Is personally known to me or who has produced 1712iV ' 2. t tv identification and who did take an oath. NOTARY PUBLIC Sign: Print: Seal: S. P � EXPIRES: April 23, 2021 "loop FLIP LI P�7 Banded Thu Budget Notary 9sMcee APPROVED BY (Revised02/24/2014) /+ o y , 20 /? , by 601 Ai" , who is personally known to as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: CONTRACTOR The foregoing instrument was acknowledged before me this 5-1 day of (407) 398-0153 Seal: Flo ri dallota ryService. co m *••*•***•*••*••••••***********I*•*****************•******.****••**••** 1� Plans Examiner Zoning Structural Review Clerk 3/30/2017 Property Search Application - Miami -Dade County Of ICE OF THE PROP, "TY APPRAISER Summary Report Property Information Folio: 11-3205-010-0010 Property Address: 1201 NE 94 ST Miami Shores, FL 33138-2946 Owner BERNARD LEE JTRS DEMETRIO T LORIS JTRS Mailing Address 1201 NE 94 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 3,250 Sq.Ft Living Area 2,720 Sq.Ft Adjusted Area 2,897 Sq.Ft Lot Size 14,295 Sq.Ft Year Built 1959 Assessment Information Year 2016 2015 2014 Land Value $479,168 $435,712 $386,537 Building Value $244,434 $246,390 $207,874 XF Value $20,724 $13,715 $13,727 Market Value $744,326 $695,817 $608,138 Assessed Value $700,687 $695,817 $472,758 Benefits Information Benefit Type 2016 2015 2014 Save Our Homes Cap Assessment Reduction $43,639 $135,380 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES BAY VIEW PB 40-16 LOT 1 LOT SIZE IRREGULAR OR 19890-0504 08 2001 1 COC 22016-0443 01 2004 1 Generated On : 3/30/2017 Taxable Value Information 2016 2015 2014 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $650,687 $645,817 $422,758 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $675,687 $670,817 $447,758 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $650,687 $645,817 $422,758 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $650,687 $645,817 $422,758 Sales Information Previous Sale Price OR Book -Page Qualification Description 07/31/2014 $1,022,500 29260-1300 Qual by exam of deed 01/01/2004 $667,400 22016-0443 Sales which are qualified 08/01/2001 $432,500 19890-0504 Sales which are qualified 12/01/1993 $290,000 16197-1048 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: , / e-rt/ vCvr/Ol --�. Qualifier/Owner Signature Date Print Name COMMERCIAL & RESIDENTIAL INTERIORS QB0019347 1638 Orion Lane, Weston FI. 33327 954.520.4999 Gruvo@aol.com DATE: 4/18/2017 RE: DOCUMENT PICK UP From: Guy Ruvolo AUTHORIZATION I hereby certify that FRENCHY ROY, of YOUR PERMIT SOLUTION is fully authorized to process any/ all Permit documents for my company. He will drop off, and pick up any documents, and pay any/all charges due. Regards, qtty/4. Rauolo Guy A. Ruvolo President Glass Action Proposal Page 1 of 1 5/1/2017 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave.. Rm. A-100. Ft. Lauderdale, FL 33301-1895 - 954-831-4000 VALID OCTOBER 1,2016 THROUGH SEPTEMBER 30, 2017 DBA: Business Name: Owner Name: .u` . Eno: o Business Location: ?S OR I ON as WON :'.N Business Phone: , - vl - u Rooms Receipt Business Type: i p_`,C Business Opened:o9i 2&/21r.'_ State/County/Cert/Reg:::GC06 62 ° Exemption Code: Seats Employees Machines Professionals For Vending Business Only Number of Machines: Vending Type: L Tax Amount Transfer Fee NSF Fee 0 .0 Penalty '.✓.0.00 Prior Years [ Collection Cost Total Paid a.00L .0( THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED Mailing Address: This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet alt County and/or Municipality planning and zoning requirements, This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations 2016 -2017 Receipt #01A-15-00006953 Paid 07/15/2016 27.00 BROWARC COUNTY LOCAL: BUSINESS TAX RECEIPT RICK SCOTT, GOVERNOR KEN LAWSON. SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION. CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER The. GENERAL CONTRACTOR Named below IS CERTIFIED Underthe provisions of Chapter 489 FS. Expiration date: AUG'31, 2018 ,., — -RUVOLO :GUY ANTHONY , y `-•r-." .GUYCO CORP 1638 ORION LANE.. „.-'°"" "mow- ,.+---»-.., ,; WESTON - . FL 33327 • -ate-' ~: ISSUED. 06/14/2016 . DISPLAY AS REQUIRED -BY LAW SEQ # L1606140001349 - - ® ACORD CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 4/25/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the pollcy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Absolute Business Services Inc 5200 Station Way Sarasota FL 34233 NAME: Cathy Lewis PHONE , Ext): 941 365-8123 FAX No): 888-453-0827 ADDRESS: insurance@absoluteinsuranceservice.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : Cypress Property & Casualty INSURED Guyco Corp 1638 Orion Ln Weston FL 33327-2328 INSURER B : Retail First Insurance 10700 INSURER C : INSURER D : ' INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR LTRINSD TYPE OF INSURANCE ADOL SUER WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DDIYVYY) LIMITS A COMMERCIAL GENERAL LIABILITY FGL 5008028 00 7/31/2016 7/31/2017 EACH OCCURRENCE $ 1,000,000 PREMISES (Ea occurrence) $ 100,000 CLAIMS -MADE OCCUR MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE POLICY OTHER: LIMIT APPLIES PRO- PER: LOC PRODUCTS - COMP/OP AGG $ 2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAR EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED RETENTION $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y /" N N / A 0520-47514 4/4/2017 4/4/2018 X STATUTE E R E.L. EACH ACCIDENT $ 500,000 E.L. DISEASE - EA EMPLOYEE $ 500,000 E.L. DISEASE - POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS / LOCATIONS 1 VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space is required) GuyCo Corp. - General Contractor - License #CGC06266 CERTIFICATE HOLDER CANCELLATION Miami Shores Village Bldg Dept. 10050 NE 2nd Avenue Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2014/01) © 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Na G snzuelvke ---� w 7 DZ W3 tog (Ai 6 ---o w 5 Pam. . 4 NO N5 Ni6 NI7 • .. W2 •• . ......• LO • . •... •• • • •. • •... .... • • • •• . . tu1Dl ▪ • ••• .... ..•. . ... . .... ....•. • • • .... • • • • . • • •... • • • • • • • .. • •• • . ... • • • • i At,OtL/evgC �tP� CGi-1x,2b22 �o�+o t $ l - 3205 0010 Lee/ c. Reseed 12Dr t3E'1 GuyCo Corp. 954-520-4999 <gruvo@aol.com: CGC 062622 5/1/2017 LEE/ LORIS RES. PAGE 1 OF 2 WINDOW/DOOR SCHEDULE 1201 NE 94 ST. MIAMI SHORES, FL 33138 FIRST FLOOR FOLIO: 11-3205-010-0010 MARK QUANT ROOM WINDOW/ DOOR size APPROVED pos / neg REQUIRED pos / neg ZONE NOA FASTENER TYPE/SIZE x WD 1 1 _ Study SINGLE DOOR 40 x 110 80 / 80 _ yp. ' f fLl./ 3— FL# 18429-RO11 Tapcon- 1/4" x Study MULL 110 t ( i •/ FL# 20400.1 RO 3/8" wedge/ 1/4" Tapcon x W 1 1 Study FIXED 35 x 108.5 120 040 /, rr FL# 18507.1-R2 Tapcon- 1/4" x - Study MULL 110 rr /r FL# 20400.1 RO 3/8" wedge/ 1/4" Tapcon x - W, 2 1 Study FIXED 35 x 108.5 120 / 140 r t J , FL# 18507.1-R2 - Tapcon- 1/4" x -WD 2• 1 Bedroom SINGLE DOOR 40 x 110 80 /'80 it - /, FL# 18429-RO11 Tapcon- 1/4" x Bedroom MULL 110 1, I • FL# 20400.1 RO 3/8" wedge/ 1/4" Tapcon x - W 3 1 Bedroom FIXED 34.5 x 109 120 / 140 t t , , FL# 18507.1-R2 Tapcon- 1/4" x Bedroom MULL 110 r t t I FL# 20400.1 RO 3/8" wedge/ 1/4" Tapcon W 4 , 1 Bedroom FIXED 16.25 x 94.75 120 % 140 110. / fy./ 1, FL# 18507.1-R2 Tapcon- 1/4" x W 5 1 Hall FIXED 44.75 x 95 110 / 130 I ( FL# 18507.1-R2 Tapcon- 1/4" x Hall MULL 95 r , i , FL# 20400.1 RO 3/8" wedge/ 1/4" Tapcon x W 6 1 Hall FIXED 44.75 x 95 110 / 130 t , t t FL# 18507.1-R2 Tapcon- 1/4" x ' Hall MULL • . • • • 05• • . • • • • • • • • • . . . t . FL# 20400.1 RO 3/8" wedge/ 1/4" Tapcon x W 7 1 Hall FIXED 44.75 • .. »95••:::1'10 ..1 • • • .• 1.330 • • • • • . . • •. t , ti FL# 18507.1-R2 Tapcon- 1/4" x W 8 1 Hall FIXED 44.75 x 95 110 / 130 r t t FL# 18507.1-R2 Tapcon- 1/4" x Hall MULL ; •;' - 95• • • • • • • • • • • • t , tc FL# 20400.1 RO 3/8" wedge/ 1/4" Tapcon x W g 1 Hall FIXED • ..44.75 ••x • • 95: : • • * 110 /`C3Ct : t I, FL# 18507.1-R2 Tapcon- 1/4" x Hall MULL 95 t . FL# 20400.1 RO 3/8" wedge/ 1/4" Tapcon x W 10 1 Hall FIXED 4 Y5:x 95: : : •lf0/ 13g 1' 5' FL# 18507.1-R2 Tapcon- 1/4" • •.. • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • x ND 1 1 Living SINGLE DOOR 40 x 120.5 80 / 80 Li0•y_Rd 1/ FL# 18429-R011 Tapcon- 1/4" x Living MULL 121 f/ /I FL# 20400.1 RO 3/8" wedge/ 1/4" Tapcon x N 3 1 Living FIXED 47.5 x 120 90 / 100 // fi FL# 18507.1-R2 Tapcon- 1/4" x Living MULL 121 I I i, FL# 20400.1 RO 3/8" wedge/ 1/4" Tapcon x N 4 1 Living FIXED — - 47.5 x 120 90 / 100 I i FL# 18507.1-R2 Tapcon- 1/4" x N 1 1 Living FIXED 47.5 x 120 90 / 100 I , /, FL# 18507.1-R2 Tapcon- 1/4" x Living MULL 120 i ' I. FL# 20400.1 RO 3/8" wedge/ 1/4" Tapcon x N 2 1 Living FIXED 47.5 x 120 90 / 100 /, I, FL# 18507.1-R2 Tapcon- 1/4" x N 5 1 Dining FIXED 47.5 x 120 90 / 100 J t 1, FL# 18507.1-R2 Tapcon- 1/4" x Dining MULL 120 G i /' FL# 20400.1RO 3/8" wedge/ 1/4" Tapcon x N 6 1 Dining FIXED 47.5 x 120 90 / 100 /, f1 FL# 18507.1-R2 Tapcon- 1/4" x Dining MULL 120 /' FL# 20400.1 RO 3/8" wedge/ 1/4" Tapcon x N 7 1 Dining FIXED 44.5 x 95 1107 130 ' > 4o,y/_ f,( y FL# 18507.1-R2 Tapcon- 1/4" THIS FORM SHALL BE SUBMITTED ALONG WITH THE FLOOR PLAN AND ALL PRODUCT APPROVALS. •• ••• • . . • • •• • • • • • • • • • •• .•• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • ••• • • ••• •.• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • RAMMS ENGINEERING, INC. Kd=.85: : 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2014 • Robert S. Monsour, P.E. FI # 11955 / 0006024. ASCE 7.10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior &Exterior Zones (4&5 - Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height (Maximum) . Effective Wind Area (or, Tributary Area) in Square Feet 10 20 .30. . 40 50 60 ' 1.00 _ 0.95 0.92 • 0.89 0.88 0.86 15 ' 40.4 .' 38.5 37.5 36.7 . 36.1 . 35.7 20 42.7 . '40.8 39.7 38.9 38.3 . 37.8 25 .44.6 42.6 41.5 40.6 40,0 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44.9 . .44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 . 53.7 51.2 49.8 48.8 48.1 47.4 Interior Zone (4 � Walls) Negative Pressures' Exposure.0 For the 175 mph Wind Zone CATEGORY 2 Height (Maximum) Effective Wind Area (or, Tributary Area) in Square, Feet 10 20 30 40 50 60 -1.10 .-1.05 -1.02 -0.99 -0.98 ,••aaQG ` 15, -43: 8 -42.0 -40.9 -40.2 :-39.fi , abta •.•-"J.1 `..4 IA • . 20 -46.4 -44.4 . -43.3 -42.5 25 -48.4 -46.4 -45.2 -44.4 + .0 43:2 : 30 -50.5 -48.4 -47.2 -46.3 •~4'S ', ....4.4.1. • 40 -53.6 -51.4 -50.1 . -49.1 sail. .41.7 .8 • . 50 -56.2 -53.8 -52.5 -51, 5 '0 '1 - • •-5d.1 • • 60 -58.2 -55.8 -54.4 -53.4 . ►-M _2.0 _ • • •• •• .• . • ••. • • • . • • .••• • •• . .•• • .• • •1•• . Exterior Zones (5 - Walls) Negative Pressures " Exposure C For the 175 mph Wind Zone.. • CATEGORY 2 0 . Height (Maximum) . Effective Wind Area (or, Tributary Area) in Square Feet 10 0 20 - 30 - • - 40 50 60 .-1:40_.. .' -1.29 -1.23 • -1.19 ' -1.15 -1.13 ' _ 15 -- . . ' -54:1 -50.4 . ' -48.3 -46,8 -45.6 • -44.7. • 20 : -57.2 -53.4,, -51.1 -49.5 0 -48.3 -47.3 ' 25 -59.8 . -55.8 . •-53.4 . -51.7 -50.4,'.. -49 4 30 -62.3 -58.1 -55.7 ' -53.9 -52 6 •= 5.1.•5 , ' 40 •• -66.1 -61.7 -59.1 -57 2 -55 8 i 2,1 3154 , - .. 50 -69.3 -64.7 -61.9 . -60.0 .;5,8 5`., ., ''' + ' ,` 01 60 -71.9 -67.0 -64.2 -62.2 . r: 0441 • X, 111 41 Ai Length of End Zone (a): 10% of least horizontal dimension or .4 h, Whrcliever,r, but not Iess•than 4% of least horizontal dimension or 3 ft. (h = mean roof),fi ig1 „ t fe' NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR.FIJ f ROOFS:'' • • Quality Accuracy., Assurance Fenestration Testing Laboratory, Inc. 8148 NAV. 74th Avenue Medley, FL 33166 Phone: (305) 885-3328 Fax: (305) 885-3329 (888) 819-7877 e maiL clientservices@fenlab.com wwwftl-inc.com kJ" -r Thermal Simulation Report Manufacture: La Finestra, L.C. Address: 2790 NW 104 Court Doral, Florida 33172 Report Date: 2/6/2014 Simulation Date: 2/6/2014 Expiration Date: 2/6/2018 Report Number: 7740 Project Number: 13-4898 Revision Number: 1 • • • • • • • • • • • • • • • • •• • • • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • •• • • • • • • • • • • • • Specifications: NFRC 100-2010: Procedure for Determining Fenestration Product U-Factor • • • • • • • NFRC200-2010: Procedure for Determining Fenestration Product Solar Heat Gain • • Coefficients and Visible Transmittance at Normal. Incidence. NFRC500-2010: Procedure for Determining Fenestration Product Condensation Resistance Values Software: Therm 6.3.37, Window v6.3.67, Simulation Manual Spectral Data Library: IGDB v33.0 and v41.0 Environmental Condition: NFRC 100-2010 Summer (Note: This report cannot be used for NFRC Certification as the default environmental condition used for NFRC certification is the winter condition) Baseline Product Validation .• • The baseline product must be tested in accordance with NFRC 102 "Test Procedure for Measuring the Steady -State Thermal Transmittance of Fenestration Systems"4to validate the U Values indicated. NFRC 100-2010 states "The baseline product is the individual product selected for validation testing". The individual -product selected as the baseline product shall have a simulated U-factor within 0.10 Btu/h•ft2•F or 20% of the lowest simulated U-factor, whichever is greater. c 0 .« 0 V Ql 0 N LI 7 2 Product Number Pane Thickness #1 Pane Thickness #2 Cl. to Gap Fill Emissivity Surface # 2 Spacer 0 ti LL 3/16" clear-090 PVB-3/16"-1/2 AIR-3/16" S870XL 01 0.461 0.197 0.500 AIR 0.018 SS-D 0.39 Window Size: 1177 mm (46 5/16") by 1486 mm (58 7/16") high Non-standard size Page 1 of 6 • • .' . � ., 0 _ ) - "' .. ,i . - _ ._....• -..s. c_._. sate -4- ..- . . ,...e..li ,- ti ski: ... r_ '.�4'�"" ` _ w a ar _ apse. ,., .:�.r..a _ , - - -- tr-- " Quality;.. Accuracy Assurance Fenestration Testing Laboratory, Inc. 8148 N.W. 74th Avenue Medley, FL 33166 Phone: (305) 885-3328 Fax: (305) 885-3329 (888) 819-7877 e-math clientservicesCfenlab.corn www.ftl-inc.com •• • • Report Date: 2/6/2014 Simulation Date: 2/6/2014 Expiration Date: 2/6/2018 Report Number: 7740 Project Number: 13-4898 Revision Number: 1 IVlo:de1Designatieq.. Series; EKU-53 Aluminum Fixed Window Opbaatbr Cock. FIXD Simulated ModetSiie: 1200 mm by (47 1/4") by 1500 mm (59") high , • • ...• • • •• • • • • • • • • • "" "" 'Y 'Ark Frame Construction Frarne Materiararidrinish:..< \ "' ,,(AL)'Painted aluminum alloy with non -thermally broken members Glazing Number' 3.aminates created in Optics , 30009 • • 0833-090 PVB-9803` k , pglet • • • • • • 9853-090 PVB-9803 . - '' , - k `*� - 3t1011 } 5035 090 PVB 9803 i ce,: ` ,_ ; i `«,,''e, ' ', - • 4 Spacer Type ''', ` k , 'Sealant Primary .'.:-m Sealant Secondary - Desiccant Cardinal XL Staintes Steel PIB k.,'.,:, ' r'' ," ,.' Silicone " Silica gel (loose fill) `", .. r Edge`of Glass Construction si ,. Interior Conditioiiit' _ EPDM gasket and`aluininum glazing bead , --. ' ,.'N- i Exterior Condition:, ` ,Silicone •, .4,i. r'' , , , ,' u ` Gas Type `�,') Filling Te`chnique4 ' ,' \. i "a, ,Gas Fill Percentage None - - '' None., "A "�+,' , ' , a '.x None ' JI ti a . -, Weather Stripping ' Quantity Description "Location` •. None None None Hardware Quantity Description Location None None None Only continuous elements which require modeling are listed Reinforcement Material Location None None Page 2of6 1 Quality Accuracy Assurance Fenestration Testing Laboratory, Inc. 8148 N.W. 74th Avenue Medley, FL 33166 Phone: (305) 885-3328 Fax: (305) 885-3329 (888) 819-7877 e-mail: clientservicesCfenlab.com wwwftl-inc.com Report Date: 2/6/2014 Simulation Date: 2/6/2014 Expiration Date: 2/6/2018 Report Number: 7740 Project Number: 13-4898 Revision Number: 1 . . • . . • • Dividers/Grids • • • • • • • -• Grid Size Material Grid Pattern • • • . • None None None Note: any deviations in grid pattern are noted here •.... • �.... • •• Modeling Assumption: Tinted and clear glass were grouped per NFRC 100 section 4.2.5.H. •••• Frame flange was not simulated per NFRC 100 section 4.2.5 A. • • • • . • • . Page 3of6 . • • •• • • ••. • •••. • • • •. . � • . • . • • • • • 0 .• Quality Accuracy Assurance Fenestration Testing Laboratory, Inc. 8148 N.W 74th Avenue Medley, FL 33166 Phone: (305) 885.3328 Fax: (305) 885-3329 (888) 819.7877 e-mail: clientseruices@fenlab.com wwwftl-inc.com •. • • • • • • • • •.•• • • • • • • • .. Simulated Data Report Date: 2/6/2014 Simulation Date: 2/6/2014 Expiration Date: 2/6/2018 Report Number: 7740 Project Number: 13-4898 Revision Number: 1 •. • • • • •••• •••• • •g • ••••• •••• 73 •••• • a• r•••• ••.• ' • • • N • • 1•••• • •• d •• •• o r • • y r1 / 3• • • a • Fi ' - Product ID Number Grouping ID Number t wir Pane Thickness #1 e or, .erg. Pane ThicknessThickness #2 r fit, t,v `• .�"� i. . I.C. * Yti' fa l7,"" uS. E IL 0 • %Spacer/ y p. Emissivity Surface # 3 Emissivity Surface # 4 Tint F' C9 Total Product U-Factor Condensation Resistance Total Product SHGC NG Total Product VT NG 3/16" clear-01) PoVV9716"-1/21AIR-17±6" 5B70XL 01 00 0.461 0.197 `. 0.500s AIR SS-D '0.018 CL N 0.39 19 0.31 '0.51 3/16" cledr,090 SGP-3/16" LowE 366. { 02 00 0.461 _ , i '1. " CL N 0.90 16 0.30. 0.49 3/16" gray-0905GP-3/16' LowE 3&s, \ 011 0r46 Ac =y •, t \ y GY N 0.90 16 0.32 0.29 3/16" clear-090 PVB-3/16" clear 'L 03 00 ` 0.`461. 'J)1( i ` 's - ' °` { CL N 0.89 16 0.62 0.72 3/16" gray-090 PVB-3/16" clear ,' �`` -'`r, 01 0.459} 14 I...-. GY N 0.89 16 0.48 0.40 3/16" bronze-090 PVB-3/16" clear w.' N_ 02 0.459, ,'{ `� ; BZ N o. g 16 0.51 0.48 3/16 Azuria-090 PVB-clear �' 1 03 r `0.458 * ',.,. BL N 0.89 16 0.44 0.58 3/16 LoE 340-090 PVB-3/16 clear ".ti" 04 00 .0,461 ,ye a - :i "'�' CL N 0.97 16 0.25 0.31 3/16 LoE 340-090 SGP-3/16 clear ;, 05 00 ` 0.461 r w 4 , ' , ' 1 CL N 0.98 15 0.25 0.31 3/16 LoE 340-090 PVB-3/16 LoE i89 f I 06 00 0.461' ; 4 'R , 0.149 CL N 0.69 10 0.20 0.31 3/16 LoE 340-090 SGP-3/16 LoE i89 �` 07 00 0.461' y c `'- " . 4,, , 0.149 CL N 0.69 10 0.20 0.31 Low E Coatings Used: PPG Industries Solarban70XL Cardinal Glass Industries LowE 366 Cardinal Glass Industries LowE 340 Cardinal Glass Industries LowE i89 e=0.018\.`� e= 0.022 e= 0.028 e= 0.149 x 1, ,I ,!' *-' Page 4 of 6 • Quality Accuracy Assurance Fenestration Testing Laboratory, Inc. 8148 N.W. 74th Avenue Medley, FL 33166 Phone: (305) 885-3328 Fax: (305) 885-3329 (888) 819-7877 e-mail: clientservices@fenlab.com www.ftl inc.com Report Date: 2/6/2014 Simulation Date: 2/6/2014 Expiration Date: 2/6/2018 Report Number: 7740 Project Number: 13-4898 Revision Number: 1 0000 • • Remarks • •• ---- •• • - - r•-• "Rating values included in this report are for submittals to an NFRC licensed IA and are n9t;p} pt to b2• d: directly for labeling purposes. Only those values identified on a valid Certification Authorizalippport (CAR)by an NFRC accredited inspection agency (IA) are to be used for labeling purposes." •••• •••• • • • • •••• •••• "The Condensation Resistance results obtained from this procedure are for controlled laboreto.nmenditi vve:tl• do not include the effects of air movement through the specimen, solar radiation, and the tfiermel bridging that• may occur due to the specific design and construction of the fenestration system opening." , • • • • • • • Simulations were conducted in full compliance with NFRC requirements. Simulation relates ily Ldthe similated Fenestration product. is. ' "' •• • Rounding is per requirements of NFRC 601, NFRC Unit and Measurement Policy. U factors, Solar Heat Gain Coefficients, Visible Transmittance and Condensation Resistance values are calculated with a default frame absorption of 0.30 for all products other than glazed walls and slope glazing which have a frame absorption of 0.50. Drawings referenced in this document are an integral part of this report, therefore, are required when distributing this test report. Simulation results obtained represent the actual value of the simulated specimen and does not constitute opinion, endorsement or certification by this laboratory. This test report is considered the exclusive property of the client named herein and is applicable to the specimen simulated. This report may not be reproduced without the approval of Fenestration Testing Laboratory, Inc and if so must be in full. Revision History Table Revision Description Author Effective Date 0 Initial release Jose Sanchez 02/06/2014 1 Added options 04-07 as per Mr. Mario Restrepo Jose Sanchez 07/04/2015 Simulation Conducted by Jose Sanchez NFRC Certified Simulator Simulator- in- Responsible- Charge Page 5 of 6 Quality Accuracy Assurance Fenestration Testing Laboratory, Inc. 8148 N.W. 74th Avenue' Medley, FL 33166 Phone: (305) 885-3328 Fax: (305) 885-3329 (888) 819.7877 e-mail: clientseruicesCfenlab.com www.ftl-inc.com • • •••• • • Appendix • • • • • : Fer�stration Simul • • ated Product Drawings and Bill of Material • • • • • • • •••• •••• — - • • • • •••• •••• ti 4 y._ • • • • • • • ' is 1,, h • •• •• ••- 4 `a *i L P '!} • _r . - • • . • • • 1 ' t*I., �1 • ` h, 1' • ▪ 6 • j ' •, G • • ••• • •• 4 1 1 ., • • F$ 1 Page 6 of 6 ti • 1 Report Date: 2/6/2014 Simulation Date: 2/6/2014 Expiration Date: 2/6/2018 Report Number: 7740 Project Number: 13-4898 Revision Number: 1 ORIOA DePARTMC OF Business Florida r&A=t=r7 ► OFFICE OF_THE SECRETARY Professional Regulation 08PR HOME 08PRDIVI8ION'S CONTACT08PR BCIS Home I Log In ' User Registration ( Hot Topics I Submit Surcharge f Stats & Facts I Publications FBC Staff I BCIS Site Map ( Links I Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail t 12F!Mt FL # Application Type Code Version Application Status Comments Archived Revision 2014 Approved Product Manufacturer La Finestra, LC Address/Phone/Email 2790 NW 104th Court Miami, FL 33172 (305) 599-8093 brunosalvoni@lafinestra.us • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • • Authorized Signature Bruno Salvoni •• •••• •""• ' ' brunosalvoni@lafinestra.us Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed • • • • • • • • • • • • • . • • • •. •• •• • • • • • • . • • • . . • • • • • •• • • • • • . • • • .• • • • •• Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 04/30/2018 Validated By Troy Bishop, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL18507_R2 COI1ep .per Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 08/26/2016 08/26/2016 08/30/2016 10/13/2016 FL # Model, Number or Name Description 18507.1 - Preglazed Window Wall, L' ' Preglazed Window Wall Large & Small Missile Impact Resistant Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +100/-100 Other: Installation Instructions FL18507 R2 II Dwg_p_df Verified By: Frank L. Bennardo, P.E. PE0046549 Created by Independent Third Party: Yes Evaluation Reports FL18507 R2 AE Eval .pdf • • • • Created by Independent, Third Party: Yes• • . • Bac7(4 Etiti •• • • • • • • • • • • • • Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-4a1-3826 • ••.• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • The State of Florida is an AA/EE0 employer. Coo right 2007-2013 State of Florida.:: Privacy Statement :: Ak&sskRity Statement!: Relkind StatitionP • • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to aipublic-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact450.481).1395. *Purfu•nt14 Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must rovidethe DepartSrlERt41RR an email address if they have one. The emails provided may be used for official communication with the licensee. However email acilressss aire public record. If you do ritivaiihst: supply a personal address, please provide the Department with an email address which can be made available to the.public.•To detersiooif yor are a liwnsee urVer Chapter 455, F.S., please dick here . • • •• Product Approval Accepts: gai ethA„ 12 Credit Card Safe securitymETRICS `` P. E. R.T. --ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT ENGINEERING E-XPRESS® EXPERT PRODUCT EVALUATION REPORT August 26, 2016 Application Number: EX Project Number: Product Manufacturer: Manufacturer Address: Product Name & Description: Scope of Evaluation: FL#18507.1-R2 15-2573 La Finestra, LC 2790 NW 104TH Court. - Miami, FL 33172 Pre -Glazed Window Wall with Unitized Option Large & Small Missile Impact Resistant .•., • • • • •••• • • • •• • •••• • • • This Product Evaluation Report is being issued in accordance with the requirements df•tf9@'Florida • * • Department of Business and Professional Regulation (Florida Building Commission) RCVCllapter 61320- 3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above haltihn tested • • • • and/or evaluated as summarized herein to show compliance with the Fifth Edition of th21'18rida Builditftj' Code (2014) and is, for the purpose intended, at least equivalent to that required by tttd Ctft . Re"''. evaluation of this product shall be required following pertinent Florida Building Code rfl8difitations of • • revisions. • Substantiating Data: • .• • • • • • • • •• • • • • ••. • • •• • PRODUCT EVALUATION DOCUMENTS EX drawing #15-2573 titled "Pre -Glazed Window Wall with Unitized Option", sheets 1- 34, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report(s) HETI-08-2140A, 08-2141A, 15-5108, 15-5122, 16-5030, 16-5032, 16-5034, 16-5086 by Hurricane Engineering and Testing, Inc. and test report(s) FTL-3545 by Fenestration Testing Laboratory, Inc. Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201 & 203 test standards per test report(s) HETI-08-2140B, 08-2141B, 08-2142, 15-5109, 15-5123, 16- 5030, 16-5033, 16-5035, 16-5083, 16-5087 by Hurricane Engineering and Testing, Inc. and test report(s) FTL-3545, FTL-3546, FTL-3547 by Fenestration TestOil,apgrAtory, Inc. 00 di Tensile performance has been tested in accor0tb E 8-15a test standards per test report(s) HETk'166i •••.. ,�'IRaised Engineer's Seal Valid for T313, 16-T314, 16-T330 by Hurricane Engiri'9'aresfirig,•'•• D';Pages 1 through 2 Inc. - 4• ' • No. 46549 * AUG 2 6 20 -o'• STATE OF rr - 1 40 • 13 '•.' 0 R`O' ' �►pnk L. Bennardo, P.E. �' .••'' G'�$•PE0046549 C.A. #9885 .,,,,SS�ON'A`,r, . 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM V W O. CTS\l5S16n FL PROD APPROVAL 4EmErw SE'PNOOVCT .r wvr. rncsisnf C_ry K M IEC, Eva R POW OOC ENGINEERING EXPRESS La Finestra, LC Pre -Glazed Window Wall with Unitized Option E.X.P.E.R.T. PRODUCT EVALUATION REPORT (CONTINUED) August 26, 2016 Page 2 of 2 • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Anchor Spacing 2. Maximum Allowable Size/Pressure Combinations 3. Glass Capacity 4. Anchor Capacity No 33% increase in allowable stress has been used in the design of each product. The following are approved for use in the HVHZ as specified in their corresponding NOAs: • SentryGlas Interlayer by Kuraray America, Inc. (NOA #14-0916.11) I▪ mpact 4esi$tanve: • I.artst.and Snaall.Mi&sile Impact Resistance has been demonstrated as evidenced in previously listed test • reports, and is etsownted for in the engineering design of this product. • •••• •.•. • • • WintfL'oad R'd&lstance •.•. • f±'aCh product ht�s tIeen designed to resist wind loads as indicated in the design schedule(s) on its • respective PrgdtrCt'Pvaluation Document (i.e. engineering drawing). • • Ins •...• •• each product.listed above shall be installed in strict compliance with its respective Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. Each product component shall be of the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respective Product Evaluation Documeht (i.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in each product's respective anchor schedule. Host structure conditions which are not accounted for in each product's respective anchor schedule, shall be designed for on a site -specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. Each product has been designed for use within and outside of the High Velocity Hurricane Zone (HVHZ). 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX:(954) 354-0443 ENGINEERINGEXPRESS.COM VVVIOJECT 1.1.1100 APPROVAL 1.4EWIVWQCIXJCT.FPROVM. DOCB1f$l6Ta.0JP. -PR00UCl EVK REPOFT 00C 1. • • ••• • • •• •• • • •• • •• • • • • • •• •• •• •• • • • • • • ••• • • • •• •• • •• • • • • • • • • • LA FINESTRA• Lc. ,,, ,,, PREGLAZED WINDOW WALL WITS NI1 4qD QPTION LARGE AND SMALL MISSILE IMPACT RESISTANT • • .; • .• • • • . • GENERAL NOTES:f[S�E£RyE51ORED�Np • ANEFe 1•� 04Fuli lAlUl100*1 ODE EDSNITION 1 PER A" a. iR- E28 4,R1666.131�Et9776-1s • D.TAlt•11SIII•20) •��j�• • • • • • Fj 1. 36 TI U� - v T : H4�V��ft0Q•1Y••N,�7R1GNE ZONE Q*1(} AS QUALff 0 •2 DESIGN PRESSURES NOTED HERE A Ad BASPD 04 MNONUM TESTED PRESENRE5 TRADED BY A LS SAFETY FACTOR. 3•UI1S GLAZED WITH 4/16' LAMINATED GLASS OR 1.5/16' INSULATED LAMINATED (TEAT STRENGTHENED) ARE LARGE MISSILE IMPACT RESISTANT AND 00 NOT REQuINE TVACI RESISTANT SHUTTERS. .. 44N0 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SISTEM. WIND LOAD DURATION FACTOR C4+1.6 HAS BEEN USED PoR •WOOD ANOIOR OESR71. 5-THE AROUTECl/E/IGlNEER OF RECORD FOR THE PROTECT SUPERSTRUCTURE WITH WHICH THIS DESIGN 1S USED SHALL L BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN W)OCM SHALL BE COOMTNATEO BY THE PERMITTING CONTRACTORW000 Bt106 M OTHERS) SHALL BE NTO4ORED FRDPEILLY TO TRANSFER LOADS TO THE E%LR1TNG 6•THE SYSTEM DETAILED HEREIN LS GENERIC AN0 DOES NOT PROVIDE INF01114111ON FOR A SPECIFIC SITE. FOR SEM COMMONS DIFFERENT FROM THE CONOTNONS DETAILED HERGFL A D/NGIN1EER OR E1CT10N WITMST1R115DARCHITECT SHALL PREPARE SITE SPECTFTC OOCWNAHS FOR USET. ]•ALL concocts ANCHORS SPECIFIED HEREIN REFER TO ELCO CARBON STEEL uLTRIG0N5. FASTENED TO 6' MEN. 7430113.000 PSI MDt. NON -CRACKED CONCRETE �(641OTHERS) OR POWERS ALI CONCRETE MOORS PER MANUFACTURERS A 2 INN iNTO 3,0041 PSI REWINWI A M5, ED CONCRETE INSTALL ►ALL. FASTENERS INTO METAL SUBSTRATES TO BE 5/16'0 ELCO COIL -ILEX UNLESS NOTED OTHERWISE. ALL RWU-BOLTS AT UOEMKOIATE VERTICAL MULLIONS TO NE 1L- DIA THJW40LT5 WITH FENDER WASHERS AND NUT A5 SHOWN HEREIN. FASTENERS SHALL BE CADMILBT-MATED OR OTHERWISE CORR05ION-RPSL5TMIT MATERIAL AND SMALL COMPLY Pl1TH -SPECIFICATIONS FOR ALUMMJM STRUCTURES. SECTION 1.3.1 6T THE AU MIR8I ASSOCIATION, INC., • ANY APPLICABLE FEDERAL, STATE, A/D/OR LOCAL CODES. 9-ALL EXTRUSIONS SHALL SE 6063-T6 MIN AIRY! AND TEMPER, MANUFACTURED BY LA FONSTRA LC 10. OLADDF0 ILLUSTRATED HERON UTILIZES SENTRYOLA54MER AVER BY RURARAYAIE.NCA M0. (HOAR 14401571) 11-THE (DNTRACTOR 15 RESHgN510LE TO 346UtATt ALL MEMBERS FROM DISSIMILAR MATEIHA A TO PREVENT ELECTROLYSIS. 124NQNEFA SEAL MIXED HERS TO VALIDATESSTRUCTURAI. 006104 AS SHOWN ONLY. USE OF THIS SPECIFICATION 6Y CONTRACTOR, et. ef. INDEMNIFIES • SAVES HARMLESS THIS ENG18806 au too Acost • DAMAGES 1M01EUNr LEGAL FEES 6 ADPEUATE 1085 RESULTING FROM /WEIDA& FABRICATION, SYSTEM ERECTION • CONSIMJCTION PRACTICES BEYOND THAT WHICH TS CALLED FOR BY woo, STATE, • R&M CODES • FROM DEVIATIONS OF THIS PLAN. 1 -EXC'EPT . AS ExPRESSLY PROVIDED HEREIN, NO ADDITIONAL. CERTIFICATIONS OR AEFURMATIOMS ARE INTENDED. L4- ALTERATIONS. ADDITIONS, OR OTHER MARKINGS TO THIS 000114ENT APE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION. ls•SKEGUARDS MUST BE OBSERVED MOT IN THISCERT5F1(AT10N) IS- THIS DOCUMENT DOES NOT ADDRESS ANT ENERGY EFFICIENCY RATING i7-PRODUCT SHALL BE PERMANENTLY IA86LED WRH A MTNIMA4 OF 011E LABEL PER SYSTEM CONTAINING THE FOLLOWING: IA FINESTTAAAA,, LC DORM. FLORIDA TA RODL' 0 BSY FLORIDA MELDING LION FLORIDA PRODUCT APPROVAL NUMBER _ i SHEET 1NOEx P SHEET OESCI1►ITO71 1 COVER SHEET 2 GLASS TOM AND sHAP6 3 WINDOW LOADS 4 ELEVATIONS - AHOIORING 5 ELEVATIONS - ANCHORING 6 SMALL MULL1011CHARTS 7.12 DETAILS - 13 ELEVATIONS - ANCHORING 14 ELEVATIONS • ANCHORIN0 u.o / SHEET INDEX SHEET DESCRIPTOR 1S-17 LARGE MULLION DORIS 18.23 DETAILS 24 ELEVATIONS • ANOIORMG 25-26 UNITIZED MULUOM CHARTS 27.25 DETAILS 29-32 PARTS 33 PARTS UST 34 ASSEMBLY DIAGRM s JM • 34 TOTAL `,,,,,.,,,, ,,./.F,, No.46549 S 'o i i1ATE OF a,�*4............ Fi• • N �.... FhFF/NMH... TEST MOM MMdiR • TAS 201 aid 200 006066 66060662 ntl TMN41PF HETp-7HOB HEM01.2142 HETLISE402 lETL7360S HETMidl01 HE761646D IEMIS8326 Han/Batas NEIL414667 12100. TeYiv)AM.Met[ , maws FTL,15M FTL ISO T41NRR- 1LSTM ES4Sa •H••0 H10*114 0.4 TM** 1ETL14.1312 - HCIFI -T313 NETM6•TSM HETL1►1Xx1 • y^f n ! LT . FL #18507.1-R2 15-2573 'ChM0751111EA8 NOTED of 34 POSSIBLE ARCHITECTURAL SHAPES: TRIANGLE . UE ry GDTMIC ' TRAPEZOID QUARTER SEGMENT HALF ARCM EQUAL. LEG' TRIANGLE . S'i' HEAT STRENGTHENED GLASS .090 SENTRYGLAS INTERLAYER BY DUPONT HUT �STRENGTHENED GLASS A BED Of DOW CORNING 121 SILICONE j•.THICK L GLASS BITE NUN 9ETTD10 ElOO(NO --� OVAOMETEA SHORT .A. TYPE ... . . . ... . . • .. •• •• • . .. •. • . • . • • . . . •.• . . • •• . •••. •• •• • • •. •. •. . • • • .. • • . •. •. ... • • ND SHAPE NAY EC=teE OP TESTED RECTANLE TRANSOWEDMOULD SI(NR. HALF -CIRCLE �a q� l►� ELIPTICAL '., ,r ELLIPTICAL QUARTER QRCLE PENTAGON 4 EYEBROW itIP411'• ••• q ••-'-I`O• • • • ;• • . • • .. •a, . ,, . . • 11,%•- • •• .- •• • • • • HALF PAN !,4" TEMPERED GLASS r AmSPACE q Yi HEAT STRENGTHENED GLASS, .090 SENIRYGIAS INTERLAYER BY DUPONT —\ `. Sr HEAT STRENGTHENED GLASS GLASS TYPE A r.0• a 1'-0• T. 9(' ` wly . A BED OP DOW CORNING 121 SIUCONE �• TNIO( GLASS BITE MIN SETTINGSETTI WO(SO OWNOREJO SNORT "A' Tilt OCTAGON • •• - ,,,,prunruuaAA 1 Sri! tip' +..3r :': P V'J A a W. HEAT STRENGTHENED GLASS .090 SE TRYGLAS INTERLAYER BY DUPONT ii_ HEAT STRENGTHENED GLASS . A BED OF DOW OORNING 121 SILICONE i• THICK ur GLASS BITE NIN \� SETTING NROOc SS ONRONETB( SNORT •A' TYPE V TEMPERED GLASS i• AIR SPACE Si HEAT STRENGTHENED GLASS .090 SENTRYGLASINTERLAYER BY DUPONT ' \ Se HEAT STRENGTHENED GLASS A BED OF DOW CORNING 121 SILICONE !• THICK .. uz• GLASS BITE MIN' SETTING NOOK SO OORONETES SNORT •A' TYPE w•TTwaON.Y•N!a 15-2573 DCALN6NTE (IKEEE HONED Ponsas t GLASS TYPE A 1• o- . L 0• . ,>< FRInre5 GLASS TYPE B 1''0• = • • • •• •• • • • • • • • • • • • • • • • ••• • •• • •• • • • • •• • • • ••• • • •• • • • • • • • • • • • • • • WINDOW LOADWL4 •-�' NOMMUL OM • • WIDTH HEIGHT P1144. ,H..V. 36' +120 -140 42' ,, +120 -140 46' • +210 -130 4LS' +105 -124 54• -+105 424 -- G&W .105 -124 - 62375" +105 -124 - 66' +105 -124 •.. 72' : 1._ +105 -124 .105 -114 - ---al-- +205 -124 •4. - 90'•` +105 -124 -36`- +105 -124 102• •, +105 -124 3061-- +ILLS -124 • 114 • : +105 -124 120a- +90 -101 126" ,. +90 -101 132' +90 401 131" +90 -101 144" +90 -301 150' +90 -190 156' 090 -300 36' +120 -140 42" +120 .240 46" +110 -130 483" .: ., +10M -123 54' ... 493 -110 60.15" -. .93 -110 62.375• .93 -110 66' 493 410 72' +93 -110 71' , +93 -110 44• +93 -120 90' 1 54' 493 -110 96" - 493 410 102 493 -110 109' +90 -100 114• 490 -100 120• +90 -100 126• +90 - -100 132• +90 -100 136' +90 -100 144• 490 -107 '. 150• +90 -100 ' • 156• 490 -100 WINDOW 1040910 • NOMINAL 0913 WIDTH HI3GHT 1.1.4s. 4.1•4r. - 36' N30 -140 42' +120 -140 46" +110 430 48.5• +104 -123 -110 60.25' 030 -100 62.375" 49D -100 CO" +90 -100 . 72" +90 -100 78' + +!0 -100 84• 60" 49D 400 90' +30 -100 96' .90 -100 10�2 ' +90 -100 106' .90 -100 114' +90 400 120' +90 -100 126' 490 -100 132' +90 -100 138" +90 -100 344" 490 -100 36• .120 -140 42. +120 -140 46" +110 -130 483' +104 -123 54" 493 -110 60..25' .90 -100 62.375• 486 96 66• +82 41 72" 66" 482 41 78' 442 41 84' 482 91 90' 462 91 96' 412 41 102' +82 41 108' 402 91 114' +82 41 120• 462 -91 126• .82 41 36' +120 -140 42' +120 -140 46" *110 430 48.5' +104 -123 54• +93. -110 60.25' +90 -100 62375" 466 ' 96 66" 482 - 91 72' 72" +75 93 78' +75 43 64' +75 93 90" +75 93- 96' +75 43 102" +75 43 104" +75 43 114' +75 43 120' +75 43 -3 - WINDOW LOADING -.: .. NOMINAL DINS 4 WIDTH HEIGHT hl„4,. H.A.Y. • 36' +120 -140 4 u• +120 -140 46" +110 -130 40.5" +104 -123 54' - +93 -110 6E25' H0 -100 62375" 466 46 66' 70' 42 ' 91 72' +75 43 78' .49 -77 M' +4 -77 90' +69 -71 96• +69 -T7 102' x +69 -77 109' +69 -77 36' - +320 -140 42• +120 -140 46' +110 430 485' +104 -173 54• +83 -130 60.23" ' +90 -200 62.375" +66 -96 66' 84" 462 41 72' +75 43 71• 49 -77 84" - +64 -71 90• +64 -71 96' .64 -71 102' 464 '-I1 36".. +120 -140 u• *220 -140 46' .. +310 -LID 483" +104 -123 54• +93 -110 60.25' +90 -100 62375• 90" +96 96 66• 4 482 -91 72' +75 .43 78' +69 -77 84" - +64 -71 90" +40 46 96• .60 66 36" +120 -140 42' +120 -140 46" +110 -130 483" +104 -123 54• +93 -110 60.25" +90 -100 62375" 96" .05 -96 66" +82 41 72' 475 43 71" +69 -77 84• +64 -71 90' 460 46 • • • • •• • • • • • 3' Wadet.O+1D 4 e • . . • ¢ • 36' • • •+1N1 -140• • 42' • 420 4404. • 46• +110 -330 483" +104 -123 54' +93 -110 '4,� • 108" • 090 p W80 623s1. 4r •• • • • • • 3 46 • • 66' • • • - • 9 •• • Al •' P2'• • • •46 , 43 .--,...wi•" • • 40 • •-q • 84" +64 -71 36" +120 -140 42' 4120 -140 4r- +110 -130 48.5' +104 -123 --`°-' +90 -100 0025' 106' +90 -100 62375" .66 96 66" +82 91 73" .75 43 76' +69 -77 36• +120 -140 42' +120 -140 46' +110 -130 48.5' +90 -100 54• 114' a+90 -100 60.25' +90 -100 62375' 466 46 66• 412 41 72' ♦75 43 36' +120 -140 42" .119 -140 46" +110 -130 445' +90 -100 54' 120' 490 -100 6035' - 490 -100 62375' 46 -96 66' .82 41 72• +75 43 36' +120 -140 42' +114 -135 46' +90 - -105 443• 490 -100 54' 122.375" +90 -100 60.5' +90 -100 62375• 446 -96 66' MO -91 36" , +120 -140 42" +107 -127 46' 490 -105 483" .90 - -300 54' 126' +90 -100 60.25• +90 -100 112375' 466 -96 66" 482 42 • • • • • . WINDOW LOADING • NOMNILL.0148 0).4., Hrar. WDTH 11190147 36' 132" +113 -133 42' ,90 -110 46' .90 -105 485' 490 -100 54' NO -100 60.25' H0.100 62375' 46 .96 36' +101 -122 42' 030 -210 46" 490 + -10S 483" 138' +90 -100 54' 490 -100 60.25' +90 -100 62375• 46 -9 36' H4 -112 42' HO -110 46' +90 -105 46.5" 144" +90 -100 54• .90 -100 60.25' +90-100 -FRAME THOTH--` , a * No. 46549 • i p 1 A.STATE OF ? te e 40R10t' 0 NOTE TO 0E78011NE ALLOWABLE LOADS FOR RX WYN00WS ONLY, SEE CHARTS THIS PAGE FOR MUUED WINDOWS USE THE - LoWEST PRESSURE OF WINDOW CHART moo RESPECTNE MULLION CAPACITY CHART. GLASS DEMON PER A$TM E1300-12 NOTE: WATER MRLTRATION 20 P41. PER ASTW E33140 NOTE CHARTS ARE APPUCABLE FOR MAW TYPES 'A' AND"B' , "• Ora SelleNe5 E• was Z 5 i ••• • • • ••• • • • •• •• •• • • •• •• • •• • • • • •• •• ••• • • • •• • •••• •• • •• • •• •• •• • •• •• •• • • • • •• • • • • • • • • 4. >• C ► { - - — - --- -PQ27hi45,FRAME.1 SMALL MULLION FRAME SIZE D.LO. , - • • >-r • • .. • •i •r-_ iw • _ • • • • _ • • 1 • • • -• _ • • "' • • - ' •" • • • • • • • • • • • I • • . •rt• • It tfM "4 l• t*IAX.1.t v V. v '±v: v it OPP. y .--FRAME are --} ••` ••,}t D.•1_1, •• • II•• ••. • ; • it• v a v 4 4 4 4 4 <7 . 4 . 4 a • 4 ••• •• • `•_ • - -1it • {P0E7646) AT HEAQSIU... • MND 3.*5S • 4 4' • - 4 A -6 6 6 0 6 6 0 t 6 6 ems' jj a} a a "' * • 4Y O.LO ME FRASIZE 2 3k" j D.LO.. FRAME SIZE - 5;1 ; Ala a a ANCHOR TYPES: �: ,�* i SL" TNRU-SOLT WITHFEIDEt WASHERS AND NIT , • E INTO 30�00 Pad. •177 KSI CONCRETE M N.� 2 Ali•", IUwro4N. EDGE DISTANCE. ,;... 1/4-20 SINS SCREWS GRADE 5 MIN. (Fu. 1201CSI Fy. 155 KSI) WITH 5 PINCHES MIN. PASS THE THREAD PLANE AND 1" MIN. EDGE DISTANCE INTO MIN. TRICK ALUMINUM (606345 MM.) OR MIN TRICK STEEL (A•36 MIN.) r :..iM:.T7 ULTRACON TN EIOD (Fu.177 KSI Pp 155 KSI) INTO 2EY Y WOOD FUCK (SYPI2 G. 0.55 MIN) WITH I IV MIN. ENGAGEMENT WOOD AND 1" MIN. EDGE DISTANCE. CYr • I � •a. .ti�1..► a 8F ► t> OP T ► .1. . 4 :r. • 4 TYPICAL ELEVATIONS' q 4 ► 4 4 P t ft ---MUU1ON SPACING FRAME SIZE D.LO. 1_2T j. • v • v v v A''''"‘" 8EN14;q 4„ 1NtofaMl KA4. o.465. Muu.Icm SPAC010_ .' .,l ..... .. 4C34, FRAME SIZE• r bit • S I tp.j v v v _v v v. w1 i a 4 4 1:= .4 t. SC •,t.. r .. d „,6 1 6 6 6 6 G 8 M,.f^ I. • a 75 A' P D.LO. • FRAME 52E • 2 at a a 4 u A At; A 1. A rem. suNfiun111N1WOPNAWRtN Lult6i saears®2 PAiltr UI10e1 6 72 Vida7C01611 11010 NIt MI110Y O1NRCqON N LCOIN 010.1.1 is NOTE: FOR PRESSURES USING TESTED IRALIONS SEE °ARTS ON SHEET 6 RRAW L SERMADO. RE. sill • • • • • • • • • • • 410 • • • • • • • • • • •• • •• •• • • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • •• • • • • •• •• • • • • • • ,.••y•1••••• s-- -- E oPP. - FRAME SIZE -3%'$ ANCHOR TYPES • --< 3'; THRU-BOLT WITHFENDER WASHERS AND NUT . 3(; &LTRACON BY ELCO (Pu-177 KSI Py- 155 KSI) WITH 1 j'; MIN. EMBEDMENT INTO 3000 Psi. CONCRETE MIN. AND 2 3f; MIN. EDGE DISTANCE. 1/4-20 5MS SCREWS GRADE 5 NIN. (Fun 120 K51 Py- 155 KSI) WITH 5 PINCHES MIN. PASS THE THREAD PLANE MD 1• MIN. EDGE DISTANCE INTO S j' MIN. THICK AUPIDEUM (6063-T5 MIN.) OR 36" MIN THICK STEEL (A-35 MIN.) WOOD BUCK SYP 2 G..0.551MIN) WITH 1 W KSINIA' ENGAGENWW INTO WOOD AND 1' NIA. EDGE DISTANCE. 7013 FRAME.-: S MAI4. M U I, .I44J • . ••• •• •• •• •• •• •• •• • •• • •• •• •• •• •• • • ••.• •. • •• • •• • • • • • •• 5o TYPICAL ELEVATIONS • (4) PAX 114 NNL • D.LO. - FRAME SIZE - 3 ,,,,,,..BE,,,,,,, r:? ��G@NSA• .� . No.46549 t *� . a STATE OF fr 'VAS 141440C L II O.P.! 1N6046 19 tpt'.-4" 8 �` 111,1r IIIII WESMETWruD4$MOWED U,n16711m•1 BflWVIEVWOIR sT1ESrt01Ct ub POI RAMA MUM* CM* 1403.2.41710.3.1 NOTE: FOR PRESSURES USING TRH NRR110NS SEE CHARTS ON SIFT 6 z W 15-2573 •CMlaNI•MVO NOTED 34 RTS 1 ° ' ao MULLION DESIGN CAPACITY (PSF) NOMINAL DIMS NON41E04F 1 WY771 410117 'f . 'X 36' 4' .• 100- 47 ,�}_` 100 ,46' • 54' 100 4W - 66' 100 ' 72' 100 174' 100 . 84- 100 c 90' 100 . 06' 100 1 36' 100 42' 100 ' :� 109 54 100 00' 10._.._, 06' 64' 100 7r 100 76' 100 t 84' 100 90' 93 96' 87 r, 36• 100 4r too • 1i 46' 100 44 54' 100 • 60' 100 • 6T 100 7r 8.7 95 .. 7W 47 - 84' 41 90' 76 - 96' ' 71 .♦ r-s.a,+3 r,, LT I 1a. • ••• • • • • • .• •• •• • • •• • • • •• •• • •• • • ••• • • • •• •• • • • • • •• • • • • MULLION DESIGN CAPACITY (PSF) : • NOMBiAL 0646 WIDTH HEIGHT NON -RE NO (+7•) P.S.F 36' 47 54. 60' 66' 72' 78' 6t' 9a� 98' 66' 100 100 -100 100 94 65 74 72 , 67 .82 -55 t ' 36' 100 42' 100 48' 96 64' 87 60 79 68' 72' 71 7T 65 78' 60 84' • 66 60' 52 96' 40 36' - r•100 sr . 95 , 8' 63 54' 74 9, 66 66' 7W CO 7r 56 78' 51 84 47 00' 44 96' " 41 r 6 a • •• •i • „• ,I•,i • •• • 7 • 1 • • • • •• • • • • • • • • • • • • nk ow, •.• 70•,,'J' ••••..••�� •••••. • • • • • ••'•• • • • • • MRILCvibESTC>)I CAPACRY(YSF) NOMINAL DIMS NON.)E94F WIDTH HEIGHT (H-) P.Si • 317.• • • S0 •• —4•••• -,--.•••• • 6• • • _.0 • • • •g • ___ • we • • $3 66' 7r GC48 44 ' 7r'' 41 64' . • 30 g0' • 35 96' `4 33 36' '* 72 42' 62 54 _AL___. 54' . 48 60' 43 66' 90' 30 7r 36 78' • 84' s _3L_ 31 00' 28 96' 27+ 36' '. 59 42' ' 51' 46 • 44 54' 39 60' 35 66' 95`• 32 7 • 29 74• 27 N' 26 90' • 23 96' 22 4 I•. s • ♦- s. $ 4 •�• • P027569 Ndt-Rld6st.e4 • k 4 F r. NOTE: FOR ALLOWABLE PRESSURES THE LOWEST PRESSURE RATING OF MULLION AND FOXED WINDOW SHALL APPLY. T 9 . 7 4 7 1 7 WI • ,''''''14N♦ii''''' INUNK L O 0680. RL AGE .. �y * • • v M s W2 A 1 4 * • M I W 1+W2 2` r L + t♦ L 1 r •, , ) r THICK MIN S rrli (A36 MIN) OR ALUMINUM (6063-T5) OR PRODUCT APPROVED MULLION ^\ . PERIMETER SEALANT NOT BY LA FINESTRA 1/4" MAX SHIM.•.,\q f i0 �Cl SEE SHEET 4 FOR ANCHOR TYPE AND SPACING. MAX SHIM PERIMETER SEALANT NOT BY LA FINESTRA -' ( HEADER INTO WOOD - 7, 6'wl-O' SEE SHEET 4 FOR ANCHOR TYPE AND SPACING. HEADER INTO METAL 6'.1'-0' • • ••• • • . ••• • •. .• •• • •• •• • • •• • • •• •• •• •• • • . •• • • •• •••• •• • •• • • •• •• • • •• • • • • • • • •• •• • • •.• • ••• • • • • • • • • ••• SEE Sj{EV 4 FZIIZ+CHOR TYPE AND SPACING. • • •• •• •• • • • • • • • • •• • • • • Y Y •. '� --_—.— • .• • ry. a• • " Vi'S); K W O --3K51 MN CONC. ,• • • • • • •I L_ HEADER INTO CONCRETE 7) 6' - I'-0' 2"x WOOD BUCK "".r BY OTHERS 1/4' MAX SHIM " --- SEE SHEET 4 FAR ANCHOR TYPE AND \i SPACING. J�— APPLY LOCITTE PL S40 POLYURETHANE SEALANT iA`, HEADER INTO WOOD W/ EXTENSION (OPTIONAj) t ; � 6a 1,0" NOTE: WOOD BUCKS AND METAL STRUCTURES NOT BY LA FINESTRA MUST SUSTAIN LOADS IMPOSED BY GLAZING STSItM AND TRANSFER THEM TO THE BUILDING STRUCTURE. a 0 ••. • • • ••• • • • • • • • • • • • • • • • • • • •• •• • • • • • • • 000 • • • • • •• • • • • • • ••• • •• •• •• ••• • • • F L MAX SHIM L. PERIMETER SEALANT •'� . „ NOT BY LA FINESTRA Jt YL k` SETTING BLOCK BB DUROMETER SHORT "A' TYPE 1/4" MAX SHIM • ••• ••• • •• .• • • • • • • • SEE SHEET 4 FOR ANCHOR TYPE AND SPACING. SILL INTO WOOD • • • • • • • •' • • • • ••• • • ••• • • • • • ;• •• • •• ••• •• • •a • • • • • • • • •• • ►- • • • • • • • • • • • • • • • 4 • • �'-2"x WOOD BUCK BY OTHERS PERIMETER SEALANT NOT BY LA FINESTRA ;" THICK MIN STEEL (A36 MIN) OR ALUMINUM (6063-T3) OR PRODUCT APPROVED MULLION L. SEE SHEET 4 FOR ANCHOR TYPE AND SPACING. SILL INTO METAL 6" : L'•O" y • • • 1• • •:• • o I/4" MAX SHIM PERIMETER SEALANT NOT BY LA FINESTRA S PERIMETER SEALANT J NOT BY LA FINESTRA 3KSI MIN CONC. • . • SEE SHEET 4 FOR ANCHOR TYPE AND SPACING. SILL INTO CONCRETE 8 6'' 1'-0" APPLY LOCTITE PL 540 POLYURETHANE SEALANT ISEE SHEET 4 FOR ANCHOR TYPE AND SPACING --'"I i' 1/4" MAX SHIM rx WOOD BUCK 8Y OTHERS 2A SILL INTO WOOD W/ EXTENSION (OPTIONAL) ..LauLEN pFnFFFIP MLL NUR7•YMOS 66 t. *' tEOF i4_ Kt to • N..r irFwrraaruxa - T ,,,r,SSwseOUNA-'T�V Z z WVI Te dy r AP' NOTE: WOOD BUCKS AND METAL STRUCTURES NOT BY LA FINESTRA MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. rl (l� . mrrn.raci 15-2573 •EALF NT51J&DS NOTED rx WOOD BUCK EN OTHERS r _SEE SKEET 4 FOR ANCHOR TYPE AND SPACING. 7 PERIMETER SEALANT NOT BY LA FINESTRA "i JAMB INTO WOOD g 6•L°-0• r SEE CLIP ATTACHMENT ' DETAILS ON SHEET 12 SEE SHEET 4 FOR ANCHOR TYPE AND SPACING. 1/2• 150.13/16" :.13/16'M FS. F.S. } 3/1C. C.L. GL- 4 VERTICAL INTERMEDIATE DETAIL 6' • 1'-0' • • ••• • • • ••• •• •• • • •• • •• •• • • • •• • • • •• •• • • . •• • • •• •••• • • •• • • •• •• • •• •• • • • •.• • •• •• • • ••. • • • • • • • • • • 31LSICONC. - • •• •• • • • • SEE SHEET 4 FOR ANa4oR TYPE AND SPACING. { � t •• • •+ 13/16" -1 • • • • • •• • • • • • • • • • • •• • •• • • • • •1i VIC MIN sTm (A36 MIN) QR AL1140‘0M (6063-1S) DR 6MULLION RODUCT APPROVED MION- • 41 SEE SHOT 4 FOR ANCHOR TYPE AND SPACING. ••• •• 1 • • • • • • ♦• • • •• • • • • PERIMETER SFAULNT NOT BY LA FINESTRA JAMB INTO CONC 6•�1'-0' rsY WOOD BUCK SY OTHERS. SHEET SUE 4 FOR ANCHOR` , TYPE AND SPACING. ` • • • • • • • • • •• -PERIMETER SEALANT NOT BY IA FINESTRA APPLY LOCTITE PL 540 POLYURETHANE SEALANT JAMB INTO WOOD W/ EXTENSION 9 6' ` 1°-0" NOTE: WOOD BUOCS AND METAL STRUCTURES NOT BY LA FINESTRA MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. r —DLO. j 13/16'-4 FS. GL .'''' Et gENiy�' r.e \ 4..`" .4tth,..' ..,„C.6tHeiNIT- irr 111::Si0:11"14:0' SI a � r PERIMETER SEALANT NOT BY LA RNESTPA JAMB INTO METAL 1•0' f 1 A • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4, ....("fr • PERDIETER SEALANT ' NOT BY LA FINESTRA MAX SLUM% ‘,7 THICK MIN STEEL (A36 MIN) - OR ALUMINUM (6063-75) OR •Ropy,cr APPROVED MULLION PERIMETER SEALANT 2 Nor BY LA Futesnut """ I/4" MAX SHIM ; ; 1' / SEE SHEET 5 POR ANCHOR TYPE AND SPACING. 011.4.% • • • • • ."- • • • • • • • • • CORNING 1211.,... IIED OF WAY SRICONE1'. THKX A • Pl., • • • • • • • • • • • • • • • • • • •• OOOOO • • • • PEFUNETER ssmur 1/4.20 SMS SCREWS NOT EY LA FINESTRA GRADE 5 /404. LOCATED A 13 FROM MOS AND 6" MAX. O.C. FOR THE IIAL.ANCE (TYP.) • • • • • • • • • • 1/4" MAX SHDI. • • • MAIM FRN•E ADAPTOR HEADEF21NO WOOD 6' • SEE SHEET 5 FOR ANCHOR / TYPE AND SPACING. L." AVeldr, 111."/FAI-411.11Vot /AV LIAO" IMMO GLAZING FRAME ADAPTOR . , . . Iwo OF DOW CORNING 121 SILIODNE ; THIOC HEADER INTO METAL. 6' • 1*-0' r fa ik1: 10`.1,r_r4: Fit;14.E. • • • • • • • • L • SEE SHEET 5 FOR ANCHOR TYPE AND SPACING. • • • :•k• -IA • • • AP • 4. ea) OF DOW CORNING 121; maw r "ck IN-owno*tALr.Ia7mM; FRAME ADAPTOR • 4- 4 , MIN CONC. HEADER INTO CONCRETE 6' r-o• ref 4,, • .41 ...P4a 1 p NOTE: WOOD BUCKS AND METAL STRUCTURES NOT BY LA FINESTRA MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ,,,S*4.''1111UM 7IIMP'""'n0 4_ "MIFF 11•11•100.P.E. 46S4 iii..Z.vti.....\:.,..0...;:tri IF7V110. 1......."06149 111-WIni . . •‘0.7 *t ..'. 0 '' • - i 4 1/470,0'...,..... 041:::‘,0f v,......,1.....6170 :I nresmanwartmatittc t t-., .., ..:' '''' 11:....:*.".../. 2111 *A 2 i 1 t iCji 1 Z ur ii g 111 (m. Ph .,0 1 )ri t nnv.. F • 5 sit 1114 caroroalt've.ratanceordas. 15-2573 .0— —tt- FiA satelasumestome a 8 i ?1/4" MAX SHIM a PERIMETER SEALANT 'NOT BY LA FINESTRA Tt I(4" MAX SHIM O Q PERIMETER SEALANT /�J NOT BY LA FINESTRA ' I" THICK MIN STEEL (A36 MIN) "/ OR ALUMINUM (6O63-TS) OR. ' PRODUCT APPROVED MULLION 11 ) BED OF 00W 1 CORNING 121 "1 SILICONE I• 1l4.20 SMS SCREWS THICK GRADE 5 MIN. LOCATED I % A"T 3" FROM ENOS AND ; SCE ; ...- .C. FOR THE /4" f 2'x WOOD BY OTHERS SEE SHEET 5 FOR ANCHOR - TYPE AND SPACING. • SILL INTO WOOD 6' . i'-0' .. BED OF DOW CORNING 122 SILICONE �' 1 THICK SEE SHEETS FOR ANCHOR TYPE AND SPACING. C;)SILL INTO METAL 6" u 1.-0' • • • • • • • • ••- •• •• • ♦ • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 6 • • • • • • • • • •; • •1 • • 0 • '-tiLL •3 1/4' MAX SHIM PERIMETER SEALANT NOT BY (A F/NESTRA • • • • • • • • ••• • • • • •• • •..-•_--•-^-•"-•'-t-•...._..�,.•_.__._...�__ .�,• - • • • • • • • • • • •: ABED OF DOW j CORNING 121: �• 111 SILICONE 1' 1 • •,• *nt •• ar [[[ •'• • • C 1. m ;- • i : • 4....•�...._• •. •••• ._i1I 4 4 • aIk 3kS1 MIN CONC. SEE SHEET 5 FOR ANCHOR TYPE AND SPACING. ( SILL INTO CONCRETE 6• � r-D• .........ft4 `` `,.N No 4.* ,p'% STATE�F %rSS�QN A��.� �• NOTE: WOOD BUCKS AND METAL STRUCTURES NOT BY LA FINESTRA MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. iS ,r ..,.n.. ' . • `44',', j R r>i WOOD BUCK •,BYOTHERS., J • _SEE SHEET s FOR ANCHOR ,' TYPE AND SPACING. Yt •+ -0 ~ w -,u_, A-"' BED OFDOW .Y ..e' •,, i ` . CORNING 121 t ''' F SILICONE 1'r1 `- ram-. ,I t ? -i �, THICK '''1� _ EXTERIOR 3/4"; DLO.—i, 17/B"— F.5_ R.O. wa It v BED OF DOW CORNING 121 y N SILICONE i" THICX MAX SHIM PERIMETER SEALANT NOT EN LA FINESTRA JAMB INTO WOOD 6" = 1'-0" 3 3/4' ---- --- ---- 2 3/8" • — �• Ltl—f A EXTERIOR '1 3/4.4- „ : DLO_-•-1! 17J8• F.S. C.L 1( ••• • • • ••• • • • •• •• •• • • •• •• • •• • • • •• • •• •• • • • • •• • •••• • •• • • •• •• •• • •• •• •• • • •• ••• • ••• • • • • • • • • I•L!i CONC!-t• •• • •• • • • • • • SEE /HER 5 '•' • . • • ",�. •. • • • • *YPE ANI! SPACING, n • 1 I BED OFDOW CORNING 121 AISCONPi•1=410i! • • • • � + r1 - • ra—r♦ - • • • • •.•-.---•,—•— • • • •• EXTERIOR -t 3/4' #- DLO+'-""'— 17/8" F.S. R.O.------•-U4- _i MAX SHIM • PERIMETER SEALANT,. ' NOT BY LA FINEST'RA •...,... y,,: ; JAMB INTO CONC 12 6' . -3f .Dt i.." i. t-t 7 :. POWERS WEDGE BOLT WITH 3" EMBEDMENT INTO 2KSS MIN CONCRETE AND 3" MIN EDGE DISTANCE. SPACING AS SHOWN ABOVE. $14 WOOD SCREWS WITH 1" EDGE DISTANCE 1 3.4' EMBEDMENT INTO SYPt2 + MIN WOOD BLOCKING/ SPACING AS 4'1SHOWN ABOVE 4' 4 3/4- .-1 7/8" 3/16' C-L 1/4-20 SMS SCREWS GRADE 5 MIN. LOCATED A T 3" FROM ENDS AHD 6' MAX. O.C. FORTHE BALANCE (TYP.) .. SEE SHEET 5 FOR ANCHOR TYPE AND SPACING- EXTERIOR DLO. ',4,1'\ VERTICAL INTERMEDIATE DETAIL 6;. 1"-0" WOOD ANCHORING smEH mull t ;L S alit_ 4 11-e �ry Z. BED OF DOW CORNING 121 SIUCONE THICK j" THICK MIN STEEL (A36 MIN) OR ALUMINUM (6063-T5) OR PRODUCT APPROVED MULLION SEE SHEET 5 FOR ANCHOR TYPE AND SPACING. „ BED OF DOW CORNING 121 SILICONE i" EXTERIOR 3H'}- DLO. ` 17/8'—.yJJJ F.S. R.O. MAX SHIM PERIMETER SEALANT` NOT BY LA FINESTRA ,(3`1JAMB INTO METAL 2 16._1,41. EL.CO DRILLR.PX OR BETTER INTO )(," STEEL (A36 MIN) OR ALUMINUM (6063-T5 MIN) WITH 1" EDGE DISTANCE AND SPACING AS SHOWN ABOVE 1/4-20 SMS SCREWS GRADE 5 MIN. LOCATED ,"- A T 3" FROM ENDS AND 6" MAX. O.C. FOR THE BALANCE (TYP.) SEE SHEET 5 FOR �l ANCHOR TYPE AND SPACING. EXTERIOR 1, 3/4" - -4 3/4" EXTERIOR -----DLO,-----4--1 7/r ----� 1 7/8" — —DLO. i --- F.S. F.S. *� 3/16' C.L. T C.L. VERTICAL INTERMEDIATE DETAIL 6' -1..0" CONC ANCHORING small mull BED OP DOW CORNING 121 SILICONE I" THICK 1/4-20 SMS SCREWS GRADE 5 MIN. LOCATED AT 3' FROM ENDS AND 6' MAX. O.C. FOR THE BALANCE (TYP.) SEE SHEET 5 FOR ANCHOR TYPE AND° SPACING. 4.' EXTERIOR -f 3/4' - -} 3/4' EXTERIOR. ----DLO. ! 17/8--1 17/8' DLO. -- F.S. t F.S. VERTICAL INTERMEDIATE DETAIL 6• -1-0 METAL ANCHORING small mull 15-2573 •CA 1NT•WI•EMIDIEO a t. P }-----FRAME SIZE 0.40. --•- � NAM ♦ ♦ TV Kr f. j ✓ V v} V 7 6 a a D.LO.. FRAME SIZE - 2 )j' ANCHOR TYPES 11 3.." THRU-BOLT WITHFENDER WASHERS AND NUT • • ••• • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • P027645 -FRAME 1•LA►RGe 1ULLION»•: • • • •• • • • • • • • •• • •• • •• • • • • • • •• .0 4 v c 4 • 4 c 4 4 4 4 i ERAME SIZE -D.LO. MAIL M tj- ♦ MA1L% L v 'rrv? v �e1 41 • a a to A A A D.4O.. FRAME SIZE - 5 3 ' 7 die" ULTRACON BY ELCO (Fu.177 KSI Fy. 155 KS!) WITH 1 h" MIN. EMBEDMENT INTO 3000 Psi. CONCRETE MIN. AND 2 ifs MIN. EDGE DISTANCE. . 1/4-20 SMS SCREWS GRADE 5 MIN. (Fu. 120 KSI Fy. 155 KSI) WITH 5 PINCHES MIN. PASS THE THREAD PLANE AND 1' MIN. EDGE DISTANCE INTO YA' MIN. THICK ALUMINUM (6063-TS MIN.) OR )'e MIN THICK STEEL (A-36 MIN.) v ifs` ULTRACON BY ELC0 (F(.1•177 KSI Fy. 155 KSI) INTO 2BY WOOD BUCK (SYP#Z G. 0.55 MIN) WTTN 1 35" MIN. ENGAGEMENT INTO WOOD AND 1' MIN. EDGE DISTANCE. - MULLION SPACING • • • • • •.."_.-4/4124E SIZE • • • • • • •• • • • • • • • • • D.L.O. • • • • • • • OPTIONAL •KTIINYSISN • • • (P02791Sj AT • • • AND IAMBS TYPICAL ELEVATIONS T- ♦ y� o- -I_ I. a P P • ,r • 4• • MAX' P 10' v v nAx v { ^v v v OPP. MULLION SPAQNG -- :*4;:‘4% FRAME SIZE -- 1- 1wr �1 4 1 u. • • ,Y T T, ✓ 7 7 v v u —c SAX .4 u 4 a tl 4 a 4 4 4 U 4 A a A (a a° a A °A- a G a a D.LO. • FRAME SIZE - 2 36" f 4 a 4 4 4 4 4 • O 4 a . �44>t: 51MS AM 1ME MAXIMUM 430W10 MESS SS ADDRESSED SEM44/41.r MOM ISM 514.0i1C ENGINEERING PER E4d116A 6U10bING CODE 2411.1.IA 1/141.1 • .: NOTE: " FOR PRESSURES USWG 1GS+E4 MULLIONS SEE CHARTS ON Stitt I b 15, 16 A 17 , 1 X- g • • • • • • • • • • • • •• •• • • • •• •• • • • • • •• • . • • • • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • :7.033 FMK, rAARGEMULLION3 5. '' • • • • • • • •• • • • • • • • • • • • • • • • ••• • • • • • • • .. • • • • • • •• • • • •• , • , • • • • • • }--- -MULLION SPACING--- FltAME5I2E-------{ • • • }-------fRAME3[>x D.LO.- , • • OOOOO-• • fiTK'o"! K r 4• D.LO. - FRAME SIZE - 3 %" ANCHOR TYPES --a ya" THRU-SOT WIMPENDER WASHERS AND NUT Ifs' ULTRACON DY EICO (Fu-177 KSI P/.. 155 OW WTM 131* EMBEDMENT INTO 3000 P.I. CONCRETE MIN. AND 2 i(1" MIN. EDGE DISTANCE. V 1/4-20 5MS SCREWS GRADE 5 MIN. (Fu. 1201(51 Fy- 155 KSI) WITH 5 PFNCFIE5 MIN. PASS THE THREAD PLANE AND 1' MIN. EDGE DISTANCE INTO );• MIN. THICK ALUMINUM (606345 MIN.) ORi4• PUN THICK STEEL (A-36 MIN.) WOO 9( X (SYP•RAcom �2�GG- 0 551�1)) KSI N 1 I5 FIN SNGAGINTO GEEF(ENT INTO WOOD AND 1' MIN. EDGE DISTANCE. TYPICAL ELEVATIONS a . A 1. MULLION SPAWN—, FRAME 512E • D10. 1 1 1 6 6 A fO.LO. - mute size 3 W . 4 4 4 4 4 4 4 a 4 4 1 Sort •�- 1It1 YatSR1e•.UMBlG slAmnntlaa Kamm coos1,n111I' -.._ NDTt FOR PRESSURFs USING TESTED N U0NS SEE CHARTS ON SHEETS 15. 16 817 - MOT L 15-2573 11w11.1iUALE01 TU/ 34 - ► UWON DESIGN CAPACITY 1P69 , , ,• e - NOYSIAL ora • LARGE N011441E3/F MINCE REINFORCED WIDTH IEK#4T (yrsr. (.I►ar. MW OW4+. 36' - +12411 -120 +120 ' -120 +120 -120 +320 -120 46' ' +130 -120 +120 •120 485T i +120 -120 +120 -320 54' +120 -120 +120 -1213 60.25" 1• 4120 -120 +120 - -120 62.375" 3 +120 420 +120 -120 +120 -120 +120 -120 72" t , +120 •-120 +120 -120 78' • +110 -120 +220 -120 +120 1 -120 +120 -120 90' 46' +120 -120 +120 -120 +120 420 +120 -120 102' +120 -120 +120 -320 -• 10•'.- -. +120 -120 4120 - -120 114' +120 -120 +120 -120 '- +320 -320 +320 -120 —12rY +120 -120 +320 -120 "'122' +120 -120 +120 -120 ---1- +120 -120 +120 -120 —Ur- +120 -120 +120 -120 350' +120 -120 +120 •120 196- +120 -120 +120 -120 36" . . +120 -120 +120 -120 42" +120 -120 +120 -120 46' +120 -120 +1200 -120 48.5' +120 -120 •120 -120 -54' +120 -120 +120 -120 60.25' +120 -120 .120 -120 ' 62.375" +120 -120 +120 -120 66 +720 -120 +320 -120 72'. +120 -120 +120 -120 7S' "", +120 -120 +110 -120 94• +120 -120 +320 -120 90' +120 -120 +120 -120 96" 54" +120 -120 +120 420 102' 4120 -120 +120 -120 106' +120 -120 +120 -120 114' +120 -120 +120 -130 120' +120 -120 +120 -120 326' +120 -120 +120 -120 13r +120 410 +120 -120 138' +120 420 +320 -130 • x. mot- +120 -130 +130 -120 — 250 9 +120 430 +120 -120 156" +120 -120 +120+1.30---7120- +axLI N DESIGN CAPACIIYjPlin NpAB69I. DO49 LARGE NON4BNF ' LARGE REINFORCED W1OTN HEIGHT j.*w. HP.tr. (y►4s. HA.4r. 36' +120 420 +120 ' -120 42' +320 -120 +120 -120 46" +120 -120 +120 ' -120 ' 444" +320 '-130 +320 -120 54' +120 -120 +320 -120 60,25' +120 -120 • +120 • 470 •. 62.375" +320 - 20 +120 -120 66' +120 -120 +120 -120 7r +120 -120 - +120 •120 - 78' +120 •120 +320 -120 . 94' 60' +120 -120 +320 -120 , 90' +120 -110 +120 -120 96' 4120 ' -120 +120 -120 for +120 -120 +120 --120 106' °. +130 -120 +120 -120 114' +120 -120 +120 -120 120' +120 -120 +120 -120 126" +320 -120 +120 '--120 132' +120 -120 +120 -120 1311" ♦120 -120 +120 430 144' +120 -120 +120 -120 150' +120 -120 +120 -120 156' +120 -120 +120 4.20 99" +120 -130 +lm • -120 43' +120 • -120 ' +120 -120 44- +120 -120 +120 -120 4435' +320 -130 +120 ' -120 64' +120 --120 +120 -120 60.25' +120 -120 +120 420 62375' ♦120 -120 +120 -120 66' +120 -120 •+120 -120 72"` +120 •120 +120 '-120 7r +120 -120 +120 -120 34• +120 • -320 +120 - 30 90' 66" +120 -110 +120 -120 9C +320 420 +120 -120 �' +120 -120 +120 -120 -, 108' +120 -120 +120 -120 114' +120 -120 +120 -120 120' +110 -120 +12(1 -120 326' +120 -120 +120 -120 - 13? +120 -220 +120 -120 116' +170 -120 4120 • 420 , 144- +120 -120 +320 -120 150' +120 -120 +120 • -120 156' +120 -120 +120 -120 • . .•. • . • .•. .• .• . • .• . .• •• • • • • . •. •• •• •• • • • •• • • •. •.•• •. • •. • • •• •• • •• •. •• • • ••. . •. • • • • • • .7• OVEL.13314DESSIRCPPACWr(PPF) • • 1FDWMl4 • • • • • tARCE' AQN-R�INF• w�iE RERIFOIICED • • • • WITH MP; • pl1..i. •Hoes. • t4►4r, i41►.r• 36' +120• -121 +120 • • •120• 4r +120 -120 +110 -120 • 46' +120 -120 +120 420 483' • • • • +120• +�1240(,• -120 SC• •• • +3 Op F+" 1# ' • _ • • • +113) • -990 • 4370 -330 bran• • . •• 6 : 'u0 4204 66' • • •-` P • • •-� 7r +120 -120 75' +110 -120 +120 -120 64• +120 120 +120 -120 90' 72' `+ilF-rn +120 -120 +120 -120 302' +120 -120 +120 -120 -'-" +120 420 +120 -120 114- .' +120 -120 +120 -120 120" +120 -120 +120 -120 126' .. +320 -120 +120 -170 13r +120 -320 +120 -120 138' +110 -120 +120 -120 144' +120 -120 +120 -120 ---Br- +120 -120 +IIO -120 156' +120 -120 +1211 -110 ECM VIEZIIIMIIICIZEMEZZI ® sMIZEMELMIm1111E31 ®MIUtall 1 _S201 Miall NOUN SLUINIMIIELLAIMEL31 ® sajwitMLA' II wamezmujimax MI 4i sajoimmis. axis SVAIMILMILAIIII:41 was ••4i i•iwarrimi man Ymiwaii �� 5ii�1•i�1ll�li�il��i`i.i,� �1•iiiii•i��i�`� MULLION DESIGN CAPACITY ( 1 NOMINAL OIIAS' LARGE NON•XEWF IARGEREINFORCEO WIDTH HEIGHT (4PIM 0PAM hl rSA 141.4r. 36' +120 4120 4120 -120 42" 4120 -110 +120 -120 46" +120 -119 +120 -120 455' +120 415 +120 -120 54' +320 '-109 +120 -120 6025' +120 -103 +120 -120 62375' +1m 401 1 +120 420 66' +170 :49 +120 -120 • 72' +120 .47- ,. - *120 .. ..-120 • 75' +120 45 +120 -120 - 34" +120 -5 • +120 -120 ,90" 34' +120 -95 +120 -120 Sr +130 -45 +120 -120 102' +120 45 +120 420 108' +120 A5 +120 -120 134' +120 A5 +120 -120 120' +120 A4 +120 -120 —DV- +120 •95 +120 -120 132' +120 A5 +120 -320 1--- +120 415 +120 -120 144' +120 A5 +120 -120 -"250. +120 -95 +120 -120 156' +120 45 +120 -120 NOTE:. FOR ALLOWABLE PRIM/ORES THE LOP/FAT PRESSURE RATWO OF MULLION AND F002043947C 1N SWILL APPLY. 1 d a - - MULLION DESIGN CAPACITY (PSF) - NOMINAL 0948'- URGE INN-REINF LARGE REINFORCED . 1NDTHR MENoHT J (.0i7, t-Irar tyra.r. f4761. 36' • +120 -120 +120 - 420 42' , .120 -115 - .120 -120 •« 46... .: - ,, .,t p. • • +120 -10$ . +120 -120 48.5' .120 -105 +120 -120 -- 54".. { .+ +120 -98 .120 -120 60,25' ` • +120 -93 - .117 -117 ' 62.375" +120 - -91 +115 -115 . • 66", Li +120 -89, +113 -113 72"-.' ` .117 46 .109 -109 78" +114 .-r4 - .106 -106 - . 844 . t .112 -83 .105 -105 -90,‘ i 90' .112 / -82 +105 -105 96"'' C .112 -62 +105 -205 •^ 102` . 1- +112 42 +105 -105 10R'.• ♦112 - 42 .105 -105 114" .112 • -52 .105 -105 120'.1 .112 -82 .305 •105 126" ,i +112 .42 +105 -105- 132" +112 42 +105 -105 138 +112 • -82 +105 -105 144' +112 ,-62 , +105 -105 150' +112 -82 +105 -105 156' .112 42 , .105 -105 36' :... • +` "+.` -4 +120 -119 +120 -120 42" +120 -106 .120 -120 46'.. +120 -99 +120 -120 • 4&5". +120 -96 +120 -120 54".., +120 -90 +114 -114 60.29'' i-, ''! +114 -84 +107 -107 67..379' +112 43 +105 -105 66'_ 71. +109 -80 +102 -102 n' . 7 .105 -77 +98 -91 78" ' 7 +102 -75 +95 -95 r 4' - ." +100 -73 +93 .93 +99 -73 +92 -92 96" +98 -n +92 -92 102' +98 -72 +92 -92 10r +98 -72 +92 42 114' +98 -72 +92 -92 120' +98 -72 +92 -92 , 116" . +94 -72 +92 -92 1 132' :. 4 +98 .72 +92 -92 138' - .98 -n +92 -92 7-116'7s +98 -72 +92 -92 150' +98 -72 +92 -92 156", 1. +98 -72 +92 -92 r • -:1 ', •, r14_ 4. n -144,0 3 ••• • • • • • • • • •• • • • • •• •• • • ••• • • • • • • • • - -. - MUUJONDESltjt4j'•6PAC(A' PSF) • ' • NOMINAL 091S - LMGE NON-RE9114 l 1.434E R8INFORCED • • • WIGiH HEIGHT, 44114 IF. 4. • - 36' `m.. +120 • -114. 8 +120 • •-120 42' +120 -98 , +120 . -120 46' -4+. +120 '-92 +117 -117 • 48.5' .120 48 . +112 -112 - 54+ . +112 • 912 • rigs • - 45 4 + 60.25' .105 ,irr i91 • '-Ye 4 62.375" . +103 • -75 .+96 1 0.96 4 66".99 • -73 . ' • 4 +72' '! +95 - •+9_•'' •. +.Y • -59 • 78' +92 ,-68 +86 -_-86 • 84' "Th.+ +90 ;.-66 , +84 44 • 90' -: ; 102" T .• 488 -45 , .+82 - 42 96 +87 -64 •42 ; .83 102' - +8/ -64 .+81 -81 108' • '1,t +87 , -64 , 41 a ! 41 in- +87 -64 +81 . 41 , 120" -,f' +87 -64 +81 -81 " 126' _ +87 , 44 , +81 • -81 132" +4,,, - +87 -64 y+81 - -81 13 . +87 -64 . 41 -81 '"--i4i" ` ., +al -64 +81 ,.-81 130' +87 64 .81 , -81 `, -13r-- - +8/ ,-64 , +81 -81 36' +120 -103 +120 -120 42' +120 -91 +116 416 46' +116 -85 +101 ' -108 48.5" +112 - -82 +104 : --104 54' +104 -76 .97 : .--97 80.25' +96 -71 . +90 . -90 ' 62.375' 4 +94 -70 +88 48 66' +91 -67 +AS -15 - 72• +87 -64 ;+82 , -82 78' +84 -62 . +79 • -79 84' +42 60 , +76 . --76 90' 108" +60 -59 . +75 •.75 96' +78 -58 +73 ; . -73 102" at +78 -57 , +73 • -73 10*" --ire- +78 -57 •- +72 . -72 • +78 ,,-57 .72 . ,,2;n 120' p .78 . -57 -, +72- 72 126' Z. +78 -57 „+72 -72 132" .78 -Si , +72 . , •n 138" +78 . -57 - +n - -72 -1za.- +11 -!7 , , +/2 •. -72 '- +78 -57 +72 -72 +q -$/ .71 , -72 '• .•• w +' 11 • • • • • • •• • • • • • • • • • • • • • „] - • •, e, 1.11411,174 DESIGN CAPACITY (PSF) • ' w t •• w~M'• DIRGE NON-RE9ff,' 1ARGE SEINFORCEO • W10p4. � •NEIMNT4 II4440 Hras. 4*)+$$ 44+E1. 36" • +120 -97 , +120 '-120 42' _ +116 ' -85 ' +108 !'-108 46" - +108 n -80 • +101 ' -101 • _48.Z' •• ' et +104' .77 '^ +97 -97 • • 542. • .96 ' " -71 +90' -90 • 46612Y • :1 +90 :,, -66 , - +84 + .84 • • „T : 1 +88 -64 , '. +82 " -4r2 72" +81 -59 .75 - -75 7r +77 -57 +72 -..72 r4" .75 ,-55 i :- +70. -70. 90' 114" - • .73 -54 L • +68 .', --611 96" '4,7 .71 -52 . +67. . -67 1�02 1= +70 .-51 . , +66 , ., 46 . 106- . - .69 • -51 -. +65 65 . • 114' +69 . -30 . +65' , 45 , . 120' .S +69 f„-50- .+65J --65 . 126' e'. .69 ' -50 . +65 -65 132' '1 1 .69 -S0 , +65 • -65 - " 8'- 4 +69 • -SO ,_ +65 ,065 144' i' a. +69 . r., -50 065 . -65 -i56'- 7. +69 .• -50 , , +65 -65 . 156' .. +69 •. -50. +65 _ -65 36' "- • :4 . ' 1 `� -+74 ' y ` 120" -, +120 +-91 +115 -115 . 42' +109 • -80' ' +102 "-102 46" +101 - •75 - +95 ' -95 4*S' .97' -72 .91' . 491 . 54" +90 ,, -66 +84 44 - . 6026' +84 • -61 (r711 t -78 • 62.375" , +12 -60 L. +76 . -76 - 66' +79 -54 , +74 -74 • 72 -55 I . ,70 ,. -70 7r +70 --+ -52 . '.• +67 - 67 84' +67 •-49 .•.+64 -64 90' . +64 :. 47 < +63 -63 +62 : -46 .- +61 . -61 102' +61 .. 445. +60 40 108' +40 44 . +59 -59 . . 114' +59 '- • -43. , +59 , -59 • 120" ". -, +59 -43 . ,. +59 ,- -59 . 126' +59 , -43,. +59 .59 132' LE+ +59 -43 -.59 ` -59 _ 136'-' + +59 r4 -43 +59 -59 177r 1 1'5. - ;_. +59 . , 43 +59 -59 . 1517' +59 43 , +59 „ -59 • 156' ._. +59 ' -43. , 49 , -59 'F. - MULLION DESIGN CAPACITY (PSF) 4 . , •. Wow • NOMINAL O&13 LARGE NON-REINF LARGE REINFORCED WIDTH - •HEIGHT-.. mow. oral. PIPS/. F0,31, 36" . - +120 -89 '+113 5--113 1-42" -, +106 ' -78 +99 - -99 ' 46' +99 •'-73 , +93 '' -93 485' -.t- 9+ +95 -70 +89 -89 S4' - +138 -65 • +82 -82 60,25' •, +81 r -60 +76 -76 62375' +40 -59 . , +74 -74 66` t +76 -56 " +72 .72 72" . +71 • -52 - +68 -'- -68 78' -' " +67 •,.-49 �- +65 -65 84" -' " +64 - .. -47 +62 .. -62 90" 122.375 +61 - 45 • .61 61 96" ' '; +59 • . 44 - • +59 49 102' 1 "4+ "+58 - -42 _. +58 -S8. r 08 .57 -. -42 . ' +57 -57 -OFu +56 . -41 • . +57 -57 • 120' t' ,,• +55 '.: 41 .56 - -56. 126' i`T .55 - ' -41 - +56 ' 46 132' + ;1- +55 a -41 - +56 ' -56 13r" 1. rt' .55 -41 ..56 -56. 144" ... +SS . -41 . +56 .. -56 150' +5S .. 41 +56 -56 . 156' +55 -41 . ' +56 • -56 WIDTH = %• W1+W2 2 "1• • • t I 1+ NOTE: FOR ALLOWABLE PRESSURES THE LOWEST PRESSURE RATING OF MULLION AND FD(ED WINDOW SHALL APPLY. BCYh1118018F8DN07E0 ' .MULLION DESIGN CAPACITY (PSF) . - NOMINAL DIMS LARGE 'NON -REPO URGE REINFORCED ' - WIDTH HEIGHT p1+u. 61,11.+ 1.11.10, 101,3.+. 36' +117 • -86 +109 -109 42" +102 ' -76 +96 -96 -. 46" +94 -70 +89 -69 .48.5" +S9 -67 +86 -86 'sm. +82 -61 +79 -79 °' 60.25" +74 -56 +73 -73 .. 62.375 +72 -54 +71 -71 +69 -52 +69 -69 . - 72' +65 -49 +65 -65 7r +61 -46 +62 -62 84" +58 -44 +60 -60 90' 126' +56 -42 +58 -5e 96" +54 -40 +56 -56 • :102' +53 -39 +55 -55 .10r +52 -38 +54 -54 114" .51 -38 +53 -53 - 120" +51 -37 +53 -53 126' .50 -37 +53 -53 132' +50 -37 +53 -53 138" +50 -37 +53 -53 -4' .50 -3? +53 -53 +50 -37 +53 -S3 156" +50 -37 +53 -53 36" +102 -76 +103 -103 ' 42' +88 -66 +91 -91 46' +81 -61 +84 -84 48S' +77 -58 +81 -81 . 54" +70 -53 +75 -75 .6025' +64 -48 +69 -69 62375" +62 -47 +67 -67 + 66' +59 -45 +65 -65 72" +56 -42 +61 -61 +52 -39 +58 -58 S4" +50 -37 +56 -56 90' 132" +48 -36 .51 -53 96' +46 -34 +51 -51 1�02 +45 -33 +49 -49 108' +44 -33 +48 -45 114' +43 -32 +47 -47 320" +42 -32 +46 -46 126' +42 -31 +46 -46 132' +42 -31 .46 46 i38' +42 -31 +46 -46 " +42 -31 +46 -46 150" +42 -31 +46 -46 156' +42 -31 +46 -46 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• ••• •• . •. • • • •• • •• •• •• • • • • • • •. •• • • • • • MULLION 0ES10N CAPACITY (PSF) a • • NOMINAL UWS 1ARGE NON•REINF LARGE ReNfOICfQ WIDTH HEIGHT 1+1+4+. 49P4 f. MPS=. • else .• 36' +S9 -67 +98 -98 42" +77 -56 +866 -86 46" +71 -53 +60 -e0 48 5" +62 -50 477 -72 . 54' +61 -46 +70' •70 . 60.25" +56 -42 +65 -6B 62375" +54 -40 +63 -63 : 66' +52 -39 +61 .6j 72" +48 -36 " +56 -56 7e" +45 -34 +53 -53 84" +43 -32 -- +50 -50 90" 138' +41 -31 +48 4e 96' +39 -29 *46 -46 102" +38 -29 +44 -44 10" +37 -28 +43 43 114" +36 -27 +42 -42 120" *36 -27 441 -41 126" .35 -26 .40 -40 132" +35 -26 +40 -40 138' .35 -26 .40. -40 144" +35 -26 .40 -40 150' +35 -26 +40 -40 156' +35 -26 .40 -40 36' +78 -58 +93 -93 42" +67 -S0 - +82 -82 46" +62 -46 +76 -76 48.5" +59 -44 +73 •73 54' +53 -40 +66 -66 6025' +49 -36 +60 -60 62375" +47 -35 +58 -58 66' +45 :34 +55 -55 72" +42 t31 +51 -51. 78 . . +39 -29 +48 -48 64" +37 -28 145 -45 90" 144' +35 -27 +43 43 96" +34 -25 +41 -41 102' +33 -25 +40 -40 106' +32 -24 +39 -39 • 314' +33 -23 +37 -37 120' +30 -23 +37 -37 126" +30 -22 +36 -36 132" .30 -22 *36 -36 138' +29 -22 +35 -35 'emu +29 -22 +35 -35 ' +29 -22 +35 35 156 +29 -22 .35 -35 •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • •• • • • •• • • • • • • • • • • • • • • •• • WI W2 42 WIDTH WIDTH 2 '3t 4 gip 46*AM - + 1 -11::" f,+H0Q1-C� NOTE FOR ALLOWABLE PRESSURES 1 THE LOWEST PRESSURE RATING OF MULLION AND FIXED WINDOW SHALL APPLY. o ;PERT .NOT • J. SEALANT LA FINESTRA 1' THICK MIN STEEL (A36 MIN) OR ALUMINUM (6063-TS) OR PRODUCT,APPROVED MULLION ,. i ) 0 PERIMETER SEALANT w' NOT BY LA RNESTRA Te 1/4. MAX SHIM J> 4c O b ;Lr ..• . . • ... • • • ••.•• • . . .. .• • • • • •• •• •• • • • • • ... • • • . . • •. • • • • ••. • ..• ••• • •• . • • • • •• .•. .l •.. • • •.40 • .xVir • • • •. / OY-bYRS• 1/4" MAX SHIM • • • • • 4,44 • •--- • • • • • •• • • • • • • . • • • • • PERIMETER SZALAN? NOT BY LA FINESTRA - E HEADER INTO WOOD 6" 1,0* SEE SHEET 13 FOR ANCHOR TYPE AND SPACING. 1 HEADER INTO METAL PERIMETER SEALANT NOT BY LA FINESTRA 3KSI MIN CONC. HEADER INTO CONCRETE 3_ 2'x WOOD BUCK --BY OTHERS •r -�-^t1/4" MAX SHIM APPLY LOCTITE PL S40 POLYURETHANE SEALANT SEE SHEET 13 FOR ANCHOR TYPE AND SPACING. 4 4-'-:-1,....'.". i ' a - STATE OF p� 1°4e : •• O R io, .�lg I—„0D.Le1.. 0.4 in -Eel 12 to al I Wu<x b Rgi c �g xP v. W our a 1�i Wia 1 . F .i• • L 1AHEADER INTO WOOD W/ EXTENSION (OPTIONAL 18 6" . 1'-0" NOTE: WOOD BUCKS AND METAL STRUCTURES NOT BY LA FINESTRA MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. l •CALE4NT•OAl2• NOTED ci 1/4• f MAX SHIM PERIMETER SEALANT NOT BY LA FINESTRA 1/4• {{ MAX SHIM PERIMETER SEALANT . NOT BY LA FINESTRA j• THICK MIN STEEL (A36 MIN) OR ALUMINUM (6063-TS) OR PRODUCT APPROVED MULLION • • •• •• • • • • •• •• •• • • • •• •. • • • • • • • • • • • •• •• • •• • • • • • • . ••• . • • • • • • • • . • • • • • • • • • • • • • • • • • S• F • k • i •I ci •:• • • I • • • • • • • t •• •j ern • • • • . • • •• • •• •••• • • • •• • • • • • • • ••• • . • •,•-• • • • • • • t • • • • ••S • • •• • ,• -f • •• •A •• 1/4• . J 1 2hc WOOD BUCK MAX SHD4 BY OTHERS PERIMETER SEALANT if NOT BY LA FINESTRA SEE SHEET 13 FOR ANCHOR TYPE AND SPACING. SILL INTO WOOD 6• 1'-0• SEE SHEET 13 FOR MOTOR TYPE AND SPACING. SILL INTO METAL 6• • 1'-0' PERIMETER SEALANT -' NOT BY LA PINFSTRA 3KSI MIN CONC. • SEE SHEET 13 FOR ANCHOR TYPE AND SPACING i`� SILL INTO CONCRETE 19 .11 SEE SHEET 13 FOR ANCHOR TYPE AND SPACING. /P- APPLY LOCTTTE PL 540 POLYURETHANE SEALANT -'-�_ �'�1 .r`''..� `�'--2• WOOD BUCK BY 0'T ERS. (0 SILL INTO WOOD W/ EXTENSION (OPTIONAL) 19 6'' 1'-0' u4. MAX SHIM NOTE: WOOD BUCKS AND METAL STRUCTURES NOT BY LA FINESTRA MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. .111 si 15-2573 [•du,NID WENNOND 1 ... . • . ... . • •• •• •• • • •• • • •• • • • •• •• •• •• • • •• • •••• • • • • • •• • •• •• ••• • •• • • • ••• • ••• ••• • • ••• • • •• • • • • 4114 WOOD•SCROWS WITH.I" • • • • • STANCE 1�48EDMEl�T•1• • • • P#2 MIN WOOD BUCKING/ ACING AS SHOWN MOVE REU Rc ENT - • • • • • • �• • _� CHARO3 FOR • • ▪ • . REINFORCEMENT • REQUIREMBQTS. • • ' .i' • • OOOO. •• • •• ••• • • •,_.•••. • e , SEE SHEER 13 FOR ANCHOR TYPE AND SPACING. t ' i VERTICAL INTERMEDIATE DETAIL 20 b' 1-0' WOOD ANCHORING NON—REINF. + REINF. r t - 2 3/4' 1 SRP _..i 2 3/4;1' _; r 0 V POWERS WEDGE BOLT WITH 3" EMBEDMENT INTO 2KSI MIN CONCRETE AND 3" MIN EDGE DISTANCE. - ., SPACING AS SHOWN ABOVE. fit•" ELCO DRIILFREX OR BETTER INTO3j^ - ' a '1- STEEI (A36 MIN) OR ALUMINUM (6063 T5 MIN) WITH 1' EDGE DISTANCE AND SPACING AS SHOWN ABOVE ' A Z `ti"t ! r .?' 4 ' Qt., VERTICAL INTERMEDIATE DETAIL METAL ANCHORING ' �.2. NON-REINF. + REINF., w 4 ' ...,- 41/2' SEE SHEET 13 FOR AN010R TYPE AND SPACING. VERTICAL INTERMEDIATE DETAIL 6' • 1'-0" CONCRETE t 1T a"i} ' ? ' NON—REINF. + REINF. + UNITIZED r.; T Fe . • NOTE: WOOD BUCKS AND METAL STRUCTURES NOT BY LA FINESTRA} MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. PERIMETER SEALANT '" 'NOT BY to FINESTRA 1/4• MAX SHIM g TH!CK MIN STEEL (A36 MIN) OR ALUMINUM (6063-TS) OR PRODUCT APPROVED MULLION _PERIMETER SEALANT NOT BY LA FINESTRA SEE SHEET 14 FOR ANCHOR TYPE AND SPACING. Y'x WOOD BUCK BY OTHERS OPTIONAL GLAZING FRAME ADAPTOR ♦- HEADER -INTO WOOD 6'-1.-0" SEE SHEET 14 FOR ANCHOR TYPE AND SPACING. OPTIONAL GLAZING FRAME ADAPTOR BED OF DOW CORNING 121 srucoNE �• THICK i \ HEADER INTO METAL 6" 1,_O" 1/4' MAX SHIM • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • • • • • • • • • • • • • •• CO} • I • j`FE $a � 4 FORNGANCHOR .••� • ACI• • • • • • • • • • • •• •••y .• .• • •. .Ir' . • • • ! . e r Ts ^, .� PERIMETER SEALANT NOT BY LA FINESTRA •4.• o oa 3KST MIN CONC. • • IP 1 • -w• •• OPTIONAL GLAZING FRAME ADAPTOR HEADER INTO CONCRETE 6'a V-0" ,,,anL1MNn,,, NO. Sass. Ol •p'; STATE OF •1�� t O Rid i,UmgT6iYKuio 1�N a'tl ' NOTE: WOOD BUCKS AND METAL STRUCTURES NOT BY LA FINESTRA MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1I4• "'. MAX SHIM PERIMETER SEALANT NOT BY LA FINESTRA ( r' 4 MAX SHIM—, PERIMETER SEALANT NOT BY LA FINESTRA -/ THICK MIN STEEL (A36 MIN) OR ALUMINUM (6063-T5) OR PRODUCT APPROVED MULLION e ••• • • • • • • •• • • • • • • • • •• •• • •• • ••• • • •• •• • • • • • • • • • • • • • • .. • • i• • } f—BEO OF DOW ._.__ —1., • •• • • • j- CORNING 121 F.- SILICONE ;• THICK SEE SHEET 14 FOR ANCHOR TYPE AND SPACING. • • • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • e• •e e •• • 0 vi •• • • • ••. • •aft �•, • • •y. •r • • • • .• • •• . • • • • • •+" • '`?, •" • • • OOOOO • •• • • • • • • • • _•• J� '`-2`.4 WOOD BUOC.L MAX SHIM PERIMETER SEALANT NOT BY LA FINESTRA } SILL INTO WOOD .22.fir /_.}=mot I )110,1 :? f a r „ I • "• 1 I r • •a• :. t• r rBED OFF DONE CORNING 121 s1UcoNE;• THICC I 114.20 5M5 SCREWS GRADE 5 MIN. LOCATED A T 3• FROM ENDS AND 6• MAX. O.C. FOR THE { BALANCE (TYP.) SEE SHEET 14 FOR ANCHOR TYPE AND SPACING. SILL INTO METAL 22 6• .1.-0• r7BED OF DOW CORNING 121 SILICONE;. THICK • a • • 3KSI MIN CONC.,. SILL INTO-CONCRETE,`eS11111 22 6• - 1'4O' Ir e i* 5 {s' 4 r NOTE: WOOD BUCKS AND METAL STRUCTURES NOT BY LA FINESTRA MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. EXTERIOR 4 3/4-1- DLO. 1 1 7/8" F.S. • . ••• • . • • •• •• • • • 0• •• • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • • 4 1/2" . • #14 WOOD SCREWS WITH I" EDGE ••• :•• ••• • • •• Y--1•.•-1.•--• 2 1/2' r•-� - DISTANCE 1 EMBEDMENT If1T0 • i • • • • s P • • " • SYP#2 MIN WOOD BLOCKING/' •" s'"? '• • I'•" • SPACING AS SHOWN ABOVE ••• •• ••• ••• ••• • ^REINFORCEMENT - SEE CHARTS — a, FOR REINFORCEMENT REQUIREMENTS. 1/4-20 SMS SCREWS GRADE 5 MIN. LOCATED A T 3' FROM ENDS AND • • 6" MAX. O.C. FOR THE • • BALANCE (TVA.) ��, • ;-^SEE SHEET 14 FOR • ANCHOR TYPE AND SPACING. rh �•! ems' y3/4" f- EXTERIOR 1 7/6' ^"'-'!F-'"'" DLO. F.S. 3/16" C.L VERTICAL INTERMEDIATE DETAIL 6' 1'-0" WOOD ANCHORING NON-REINF. + REINF. BED OF DOW CORNING 121 SIUCONE I" TMCK .r • ; •i t • • t N3" POWERS WEDGE BOLT - WITH 3" EMBEDMENT INTO 2KS1 MIN CONCRETE AND 3" MIN EDGE DISTANCE. SPACING AS SHOWN ABOVE. 2 314....—_-+ 2 3/4"--------.# �_ %b" ELCO DRIU.FLEX OR BETTER INTO W. STEEL (A36 MIN) OR ALUMINUM (6063-TS MIN) WITH 1" EDGE DISTANCE AND SPACING AS SHOWN ABOVE —1 3 4' 1-i_--13/4'--i EXTERIOR - 3/4" --1--1 7/8"--•-,,:--1 7/8 REINFORCEMENT - SEE CHARTS ^-" FOR REINFORCEMENT REQUIREMENTS. 1/4-20 SMS SCREWS GRADE 5 141N. LOCATED e .�- AT 3' FROM ENDS AND 6' MAX. 0,C. FOR THE BALANCE (TYP.) SEE SHEET 14 FOR ANCHOR TYPE AND SPACING. • I• • • ••• • • . • 1+1 • • •• • •• • • •• • 7.•• • • ' • ••• •• 8ED OF DOW CORNING 121 S!UCONE TMID( \ ,3 EXTERIOR -fi 3/4'1. DLO. # 17/8" F.S. 1 4 1/2' smt 2 1/2" • 1/4-20 SETS SCREWS GRADE 5 MIN. LOCATED AT 3" FROM ENDS AND 6" MAX. 0.C. FOR THE _ EMI/SCE (TYP.) SEE SHEET 14 FOR ANCHOR TYPE AND SPACING. -1 3/4" f EXTERIOR 1 7/8" { DLO. F.S. 1/-3/16" C.L. #- C.L. VERTICAL INTERMEDIATE DETAIL 6" = 1'-D" CONCRETE NON-RE1NF. + RE1NF. + UNITIZED VERTICAL INTERMEDIATE DETAIL 6" . 1'-0" METAL ANCHORING NON-REINF. + REINF. -1 3/4" I- EXTERIOR F.S. 1 F.S. 3/16" C.L T C.L --^-- 4 t.. NOTE: WOOD BUCKS AND METAL STRUCTURES NOT BY LA FINESTRA MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1 F .•• • • • • • • �T�.)C•sa.41 yyPO27645 FRAME — UNITIZZq• ' .. • ..c. . MULLION SPACING .a -' i ' ▪ rla - FRAM 512E ' *- ' - {-D.LO. S;` Ta L • J {:Ji14 • iu# .F� u r N, - ,- Ls, l.ybv. A w 1— i ► l_ ► ► p J- p f. "• f.AL a c v a v f MULLION SPACING FRAME SIZE if "30 ANCHOR TYPES • • 1 iro f' t 5 t NNLt MAR • -• • • • • • • •• • • • •• •• • • •• •• •• •• • • • •••• • • • • • •• •• •• • • • • •• •• • • • • • • • •• • • • • •• ••• r 1. :••'•• °• •f0�.b FRAME: ` UNITIZED • • • •• • • • • • 4 a 4 4 4 4 a a • • -••—MULLION SPACING— •— FRAME SIZE t--• D.L.O. (•� • • • • • • • • � •• 4 4 4 4 4 4 nr .. a• t t 5 T f It f f T MULLION S FRAMEPACING SIZE _._._. D•LO.1-- •i'CJ •°'J;4 r s. ? p I ► ► ► t Kr a 5 a e T°•,Y a=,TA113i't 3 1 ; L .:��_a •� a�'• • LD.- LO.. FRAME SIZE - 2 3Y THRU•BOLT WA1WENDER WASHERS AND NUT ✓ ULTRACON BY ELCO (Fu.171 KSI FY. 155 1051) WITH 1 ?5 MIN. EMBEDMENT VITO 3000 PM. BETE NUS AND 2 ' MIN. EDGE DISTANCE. 1/420 SNS SCREWS GRADE 5 MIN. (W 120 KSI Fy. 155 K51) WITH 5 PINCHES MIN• PASS THE THREAD PLANE MID 1' MIN. EDGE DISTANCE INTO II." MIN. THICK AI H MI$I I (6063•15 MIN.) OR hi" MIN TRIO( STEEL (A-36 NM) die ULTRACON BY ELCO (R14177 K51 Fy. 155 K51)1NI0 25Y • W000 BUCK (SYP#2 G• 0.55 MIN) WITH 1 W MIN. ENGAGEMENT:* i INTO WQDD AND 1' INN. EDGE • 9 3 i.. i 'f - i i1 t "' I,..,I #' - • • • A • 1 e a• AA AA A-4 A•• A D.LO.+FRAMESIZE•3fir ANCHOR TYPES 4 • 4 4. r • • Y• 4 a (iv/ • N0 4'N� * I ` 4. )I+fit i 7r:,f i .1A-.)1T 474, TMRU•BOLT WITHF91DER WASHERS AND NUT ' $e ULTRACON BY Elm (Fu.177 K51 F . 155 KSI) WITH 1' M1N. 81BEDMENT INTO 3000 PO. CONCRETE N1N. A14 2 3(e M1N. WOE DISTANCE- ". 1/420 SMS SCREWS GRADE 5 MIN. (RR. 120 K51 Fy. 155 Kg) WITH 5 f PINCHES MEL PASS THE THREAD PLANE AND 1' MIN. EDGE DISTANCE 1UY0 i(" MIN. THICK *WMINUM (6063-T3 MIN.) OR IV MIN THICK STEEL (A-36 MIN.) °J(e ULTRACON BY ELCO (Fu4177 KSI Fy. 155 KSI) INTO 2BY WOOD BUCK (SYP02 G. 0.55 MTN) WITH 13i• MIN. ENGAGEMENT TNTO WOOD AND 1• MIN. EDGE DISTANCE. 4 4 4 NOTE:: - _ 1s FOR PRESSURES USING TESTED MULLIONS SEE MMVOS ON SHEETS 25 . 26,: . •r I 15-2573 SCAM NM Min NOM JI --inB.LION DESIGN CAPACITY (vsF NOMINAL DIMS • .WGS UNIT® , WIDTH HEIGHT (o)rn. Nru. 36' +120 -140 • 4' +120 •140 46' +120 -140 48.5' ,a +120 -140 .. 5C +120 -140 +120 _ -140 _ 140_. 62375":. +120 -- fA•r. . +120 -140 +120 440 78" -s +120 -U0 - 84". +120 -140 90`-f. 48" +120 -140 96 +120 -140 ' 10r w +130 -140 ` -"` 104* +120 -140 •114• +120 -140 • 170' ,. +120 440 1r +120 -140 132" +120 -UO +120 -140 144" +120 -140 --237"-- +220 -140 UV +110 -140 36' - +320 -140 4• +120 -140 • 45' +120 -140 483" +120 -140 - SC - +120 -140 60.25• +120 J110 62.375' .120 -140 66' +120 -140 72' +120 -140 78' +320 -140 84' +120 -140 90' +120 -140 96' 54• +320 -140 10r +120 -140 108" +120 -140 114' +120 -140 120" *120 -140 126" • +120 •140 13r_ - +120 .140 138" +120 -140 144" +120 -140 130" -1. 156 +120 -140 MILLION oE180N CAPACITY (PSF) NOMINAL 0048 LAAGE UNITIZED WIDTH HEIGHT Neal'. Nrs* 36" +120 '•140 41" .120 -140 ' 4__ +120 -140 48.5 +120 -140 - 54' +120 -140 6025" +120 -140 62.375" - +120 : -140 66' +120 -140 72' . +120 - -140 ' 7s" +170 -140 8C +120 ' -140 90' 60' ' +120 -140 96' .120 -140 102* .120 -140 108' 4170 440 114" +120 -140 120" +120 -140 126' .120 -140 132" +120 -140 13r +120 -140 144" +120 -140 150" +120 -140 156' +120 .. -140 %" +120 -140 4r .120 -140 as• +120 -14 48.5" +120 -140 54" +120 -140 80.25' +120 -140 62375' +120 -140 E0' 420 -140 72" +320 -140 78" +120 -140 84" +120 -140 90' 66" +120 -140 96" 4120 -140 tar .120 440 101' +120 -140 114" +120 .140 120' *120 440 126' +120 -140 13r +120 -140 13C +120 -140 144• +220 -140 150' +120 -140 156" +120 -140 14141303101300711 CAPACITY (POP) NDMBIALDIMS LAMM UNITIZED WIDTH WOO' 11yrsr. OM'. 36' +120 -140 42'. +120 440 46' +120 -140 46.5" +120 -140 5C . +120 -140 6625' +120 •". -140 62375' +120 -140 66' +120 • -240 72' +120 -140 78" +120 -140 84' +320 -140 90' 72' +120 -140 96• +120 -140 10r .120 ' -140 108• +120 -140 11e- ' +120 -140 —Mr- +120 -140 126' +120 -140 332• +120 -240 +120 -140 'iAr" +120 -. _ -140 '5- +120 140 --156' +120 240 36" +120 440 42' +120 -140 46' +120 -140 46.5' +120 -140 5C +120 -140 5025' +120 .. -140 62.375' +120 -- 440 66• +120 -` -140 72' +120 -140 79. +120 -740 T +120 - -140 78" +120 • -140 +120 -140 102" -. +120 -140 —13P- +120 - -140 114' +120 -140 120' +120 -140 126' +120 -140 132" +120 -140 1 Ur- +120 ZW 114'- +120 - Z40 130' • +it0 -140 —' +120 .-140 • • ... . . • •.. .. .• . • •• . •. •• . • • . • •. •• •. •. • . . • • • •• •.•• •• • •• • . •. •• . • . • • • • • • •• •• • • • • *MULLION SEWN OAIM8ITY(RIF) I4ecE u1►rtiaD• ••• • N)4P+'. •1.1•a/. • 36• • +fio 440 42' +120 .140 +120 -140 • • • 602i' 4112130 a4491 • 62.873+ • • 410 - 4.440 • • • j • 7r +120 -140 84` - +120 -140 90• 84' - +120 -140 . 96" .. +31D -140 10r *no 440 108' +120 - -140 114" +120 -140 120" ' +120 -140 126". 13r +120 240 13C , +120 -140 • 144' +120 -140 -150' +120 -140 156" +120 -140 • 36' .: +120 -140 4r +120 -140 46' .120 -U0 48.5" +120 -110 54" +120 -140 6035• .- +120 -140 62179' • +120 440 66' +220 -140 72' ` +220 -34D 78 +120 -140 84" +320. -140 90' 90" +120 -- -140 96" +120 440 102" ` +120 '. -140 `T 4120 -140 1O-- +120 -1A0 120' +120 -140 —Mrr - +120. 440 +120 -140 —11rr .. +120 -140 "-'--" ° +120 -140 - —136r• +120 -140 _. +120 -140 • WILCO DE83334 CAPACITY (MP) . NOU . DIMS • WOE UNITIZED • •. • ioCIF4'f MraP. NM. • b360 +120 ' 440 it .320 -• -140 46" - +120 .140 48.3"- . +120 -140 ,e• .120 -140 —0--,40475' '� +120 -140 62379 +120 -140 '•� •6y +120 . -140 jj�4• +120 -140 78• ... +120 .140 84" +120 -140 90' +120 . -140 96" .120 -140 tor .320 -140 —4 +120 -340 114• +120 -140 i170,- +120 -140 —325" - +120 -140 +120 440 'SST- +120 -240 " 44 +120 -140 -i97- - +120 -140 --- +120 .340 WI. No. 465 *I • •0°; STATE OF .!I 01- . W2 -+ Wa+W2 WIDTH = 2 NOTE FOR 41.L PRESSURES THE LOWEST PRESSURE RATING OF MULOON AND FDIEO WINDOW SHALL APPLY. 1.158116111130. P e Sla zt ILK EpI 15-2573 SCAM tali MUM NOTED 34 . s. =. • 41'2, 44 a I SIULUON DESIGN CAPACITY IPSP) - 14011tIAL DDSS - veal UNITIZED . ' wart, IIMINT' POW. OW. • 4120 -140. 42' ... .120" 140 . ' 46- •"-_, +120 -140 483" ' 4120 *" • J-140 ••, • 54" t.,' 4120 -140 60.25' t +120 -140 - 62575' '` +120 440 4120 -140 - tr.- r 4220 .140 tr .., 420 -139 ••• &Er" .41 +110 -336 - 90.... ,:, 102" +120 -133 1 +111/ -132 lor . +111 -131 +11/7 -13/ 4-- lle 1 *US -131 +118 -331 126 - 44! +LIS -121 122" +116 -131 Mir +1111 -331 144 4 +111 131 "-Ur- --Mr- +US -131 441s -131 +110 -UO 42" +110 -IAD 46" ;•,, +120 -140 48.5" !,..,,t +120 -140 +120 -U0 60.25" "U +120 -140 . ea-375* il +120 -140 * 66 +120 431 72' i• Z...: *139 -132 tr v..., +114 -In 114' +111 423 = 90" - tor +101 -121 116* *107 -239 tor +UM 418 ---Mr- +105 -117 114" +165 -117 120` +105 -117 126 +105 -117 lar . *Ms -117 5r7: 405 -117 7-114 j +106 +111 I' 771w- +105 417 15r• 3 +105 .117 141.111/ONDE11ON CAPACITY roll NOMINAL OHM UMGE UNITIZED worm , tenwr ,„,.. 4.„...,. 3V 4110 -140 sr +120 440 46* "" . +120 .140 483' +120 '- 440 se L. +120 -140 60.25* DI +120 -135 62375 , +119 -132 66" +US -121 tr *101 -122 78' - - 41136 -217 14" +102 -113 90' 114" 491- ' .110 ---W-" 497 • -101 sor -10ii 105 -105 114" +95 -105 120' .95 +95 - -105 --03"-- -1:1P- -.., - -153"- 495 • -106 -Tar- , s. • 495 - .105 Er- -Br- 36" +120 -140 42' +120 1-140 -140 46" +120 411.5" .120 -140 54' +120 -136 6025* 4111 -126 62.375' , +11.1 i .. -123 66' +107 -119 72" +102 113 ir 497 -108 . 84" j, +94 -104 90" +91 401 96' 120' 489 -99 102' 47 47 108. 46 -96 114" . 4412 -03 120` +45 45 -Mr- r +45 AS 13r +SS 45 ..-7-1111" ----pre-- +65 -95 .45 45 -150'- 415 45 136" +45 -95 - • • • • • • • • • 00 00 • • • 00 00 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • /AUUJON DESIGN ci4PAWYJISSF).. "C"NAL4 DM* •• 436ttirlIZEi 0 . PADTH4 • 4 HBGHT0 1,4 H.., • 361 • -... '120 • 440 sr +120 . -140 - -sr . , , • • • , 4L5" +120 . -140 • or 2+419 . • -133 • 602' • • +j,• , U • Am. • 4 __. . a •• • • 66 • • 404 • 416* so • • • • 433 .. • -uo• .. 44 . -los or a- 491 401 - 917' 122375', +88 41 ••4 96" 1 48 -96 -• 102' , r LW 43 42 - . Lie• -4/1 • 41 120" c +82 • 41 '•• sr 492 . 41 136. I 482 -91 14e ,.- 42 -91 , 150* =-L ' +12 -91 - LW 42 41 36" ' ., +120 440 sr +120 . " -140 46* " ! 4120 ' • -140 485" 41/0 -139 sir Au -.120 60.25* _ 4166 . -111 62-375" '- 4104 " - -116 66" ••.. +UM -111 72" 1 495 -WS tr +90 .101 "---0-"" - - 47 47 90" UV - +84 44 - 96' 42 41 r---7-W-* +79 . 411 = Lie . "•• +74 -Si 120" +77 • 46 Dr +77 46 „ ---132"-- +77 46 131, , +77 ... 46 .. 144' '+77 +77 • 46 --130'-' •arr . 46 7.-116. 477 . 46 DESKIN CAPACRY 4 " 1110611441. DIMS yinot warrizEo'" = 213.K*7 EIZAILIggil MEM 12311111=111111 NOM - EMINNIEMINI MAN IMENNE:311111 EllrEiN UE- NNIE31111 1:13INI CEMI.S1111111 imr.....os D 1:11111111113N1 PIL.SEE 1.- -11:1111111.S31111 CANIEENIIIII COME Elam ILIIINIEANI Mall EMMEN MUM - EZEMIL:1111 NOUN 132* IZMINLUINCI MUM , CraINIILZ111111 MAI t c IcLIZILMIN Wall EMIIIINICINN MU. , IMINOWAINI IIIIWAII ' LAINNUENI IIELLAI ' Lammum Migillill ILANICAIN INELAI 'LANOLINE IORQ1111 LAMINAS IlLa•" 111 :. LANOLIN' mai ILANOWNII =+120 .U0 sr 46° r. +US . 429 - 4115' '- ,- +111 -124 54' , . +103 -11.4 60.25' 62.375' ' • '•„ +92 1. -102 66" , 49 = -99 72" .. +84 43 tr +79 48 114' - +75 -, 43 VP 33r c +71 -79 -- .49 -74 ,. --""W-- +64 41 114* „,- +63 -70 . IV' ,., +61 48 ----nr- - +61 -67 132' +60 47 LW ^ +60 -V? -. ' , -Ter- +60 -67 ."-135. r +60 1.• , -67 Br r. 40 4.,_ 47 rum amwriiisnemall , MILLION DESIGN CAPACITY (PIM - , 401194.41. oais WIDT14 HEIGHT RGE uninixor!. - 34" 144' +120 -140 4r Ise . 419 - . -132 " 46" 144' *110 . 423 - 4L5* 144' +1176 -/3.8 54" 140 .., 47 -101 • 0115' 144' - +90 - . -99 • 61375' 144* AU . 46 66" 144' , 43 - -92 72' 144" ... +77 45 'W---- 144' ,,.. 1.46' +72 - 40 ----0-- .68 . -78 , 144' ... ----Or--' +65 , -n 244' , '---421 .-7102' +62 - 49 ur 450 46 ibir isr • *sa . 44 114' UV 456 42 71327-- 144' .55 -. 41 7126. Ule +54 .43 132' 144" 453 -59 -7191.-"- 144' +53 -59 144" --144"-- .53 4 -99 tsr --7137 463 •,-59 . 144 --13r-- +53 -59 • , ,,,, ,,,,,,,,,, MALI 4f,7Z,ENs « Tr' 4'. 4 • 1 -.4. '44 Lop ,t WIDTH WI +W2 2 4 NOTE FOR ALLOWABLE PRESSURES THE LOWEST PRESSURE RATING OF 1.1111LION MO MED VANDOW 2641111. APPLY, L 8014080. 43. 7- 15-2573 KALI!. KIS UNLESS No= 34 1 0 i DLO. 1 3/16"4-1 3116"-t- F.S. R.O. % *14 WOOD SCREWS WITH 1" EDGE 1 _ DISTANCE 1)4" EMBEDMENT INTO / SYP#2 MIN WOOD BLOCKING/ / SPACING AS SHOWN ABOVE (BAR (A36 ION) { --- 2 3/r 3/4' .{-- L. S/W i T (5 o 0 Lk i n 0 1'1 THRU-8OLTWITHFENOER WASHERS AND NUT. SEE ANCHOR SPACING ON SHEET 1 i5:11 SEALANT (TYP.) -FS. R.O. �� JAMBS INTO MULLION / 27 6" = 1'-0" WOOD ANCHORING UNITIZED 5 6 ELCO DRIL (LEX36 R BETTER) OR INTOSTEEMI (6063-TS MIN) WITH 1' EDGE DISTANCE AND SPACING AS SHOWN ABOVE • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • (1) 6" it STEEL J/ BAR (A36 mug 41/2 t -- 4 ur .- ••I. • • • • • •• i • •-1 —t•—•2 • . • • (••• . • • • •• • r(I) • i• • » • •• • 1 0.1- f H —T •- ; •---•--`•—• •—•—• 1 .-r •1 .• • i • • • • • 1 •- 1 9 0 i 1 A POWERS WEDGE BOLT WITH r EMBEDMENT INTO 2KSI MIN CONCRETE AND r MIN EDGE DISTANCE. SPACING AS SHOWN ABOVE. -- (1) 6" STEEL 2 3/8" � BAR (A3.16 MIN) 0 �, O F.S. R.O. 24, b1 THRU-BOLT WTIHFBJOER WASHERS ARO NUT. SEE ANCHOR SPACING ON SHEET 1 .Y---Slucot/E ('i`r►•) i \ JAMBS INTO MULLION 27 , 6' - 1•-0" METAL ANCHORING UNITIZED u2. +' •1 3/16•-• t-1 3/16"-.---DLO. FS. RD. i 0 2 1/2' 0) -1" is THIW-BOLT WiTHiENOER WASHERS AND NUT. SEE ANCHOR SPACING ON SHEET 1 ----SILICONE SEALANT (TYP.) JAMBS INTO MULLION CONCRETE NON-REINF. + REINF. + UNITIZED B .0 . STATE • %,po��Soot s/OR NOTE' WOOD BUCKS AND METAL STRUCTURES NOT BY LA FINESTRA MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. it - 15-2573 wiiaMrenamSMOTE0 r— R14 WOOD SCREWS WITH 1" EDGE _ " DISTANCE 1 Ii" EMBEDMENT INTO SYP•2 MIN WOOD BLOCKING/ SPACING AS • " SHOWN MOPE EXTERIOR/ sor —4-•--13/4"---1 R.O. 3/4" ENE(" STEEL (A36 MIK) 2 3/8' .•. . •• • .. . • •. •• . • • .• •• • • •• • • • • . . ••• . •. • • • • •• • •. •. •• • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •.• • • • •• • • • . • • .- •• • • • • •.— T • • • { • k '7 1,, 1/4-20 SMS SCREWS] GRADE 5 MIN. LOCATED A T 3' FROM ENOS AND 6' MAX. O.C. FOR THE 3 THRU-BOLT W THFENOER WASHERS AND NUT. SEE ANCHOR SPACING ON SHEET 1 SILICONE SEALANT (TYP.) 4 sir • exTER10R I-I3/4' T DLO. P.S. ------ 2 3/8" JAMB INTO MULLION 6• - i'-0' WOOD ANCHORING I UNITIZED - :.# "(a4-, NJ({' MAD MUREX OR BETTER INTOI(N• STEEL (A36 MIN) OR AUJNINUM (6063-T5 MIN) WITH 1" EDGE DISTANCE AND SPACING AS SHOWN ABOVE ..Rr- 1 f 1 i 1/4-20 SMS SCREWS • 1 '—'-"'""�'— GRADE 5 MIN. LOCATED _ • cr' L« EXTERIOR-ISIS"�- —DLO. } 14/4' _:.F.S. F.S. ., at ' , 't � —.R.O. R O. 5/8' 4 1J2* •-1' 2 1/2' ENBEDMENT INTO DM MIN MERE AND Y MIN EDGE DISTANCE. SPACING AS SMOWN' ABOVE.' A rtr J memo: 45/B";• —DLO.-^----13/4" (1)6'x}•y'STEEL BAR (A36 PUN) • G 0 __�.._ — 0 THRU-BOLT WTTHLFENOER WASHERS AND MIT. SEE ANCHOR SPAC[NG ON SHEET SILICONE SEAUINT- (TYP.) K sir • (I)6'x%y'STEEL , BAR (A36 MD() .dA 21/2" o a 1/4.20 SMS SCREWS GRADE 5 PEAL LOCATED ' ,%- AT 3' FROM ENDS AND 6'MAX. O.C.FORT E BALANCE (TYP.) „HNNNNNN,,, f`(:* 441!!!!Vill V-,130Aff:' STATE !r 'rrrprAf nL. < o s.• TMRU-BOLT WITHFENDER WASHERS AND NOT. SEE ANCHOR SPACING ON SHEET 1 �� ••. SEALANT (TYP.) F.S. R.O. JAMB INTO MULLION 6' - 1'-O' CONCRETE jr' '-1 .. : i . c . NON-REINF. + REINF. + UNITIZED 1 d",4` - JAMB INTO MULLION'! ' N:1 6' = 1'-O"METAL ANCHORING UNITIZED ( NOTE: WOOD BUCKS AND METAL STRUCTURES NOT BY LA FINESTRA MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 21 15-2573 SCAM NT$ UNLESS !IVIED CO, A T 3" FROM ENDS AND 6' MAX. O.C. FOR THE BALANCE(TYP.) D a 5 �1 1 A e • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• • • •• •• • • • • • • • •• •• • • • • • 04111 ii11,,,, 1 2.511 [63.8mmj 1 j C A .1 1 1,1 F. i n ci }----.1.345 (34.2mm) --- .1.087 (27.6mm) -/ TP027645 .069 (27.2mm) .. 0.177 (4.5mm) -0.525 113.3mm1 • ••• ••• • • ••• ••• • ••• •• •••• • • ••• • •• • •• • • •• •• • • • • • • • • • • • • • • • • • • • • • 0.280 [7.1mmj 1.667 [42.3mm) } ) ^- 0,697 [17.118011 • •• •-----•-•-; --fa • • • • • • •••....�: • • 4� ;!• • T • II ♦ N+ } = 0.181 (4,6mm) 0.839 121.3mm) i.0.477 (12.1mm1 - 0.16914.3mm) C} P027643 -1.338 (34.0mm) ---# 0.602 (15.3mm) -� r/ 1 { tl i c�. 0.697 (17.7mm) 0.711 [18.1mm) O P027642 `` R0.248 (R6.3mm) R0.O98 [R2.5mm3 }-.---2.497 (63.4mmj _-.,_�.__i 1 1-1.091 [27.7mmj 4-1- 0.158 14.0mm) 0.079 12.Omm) --ti- ,- (P027644j # 0.241 16.1mmJ -70,177 14.5mmj OPTIONAL ---1.769" (44.9mm) ----j f 0.059 -t0.059 0i897. 122.8mm3t- 0.765" (19.4mm) (,) P027643 4293 0 0378 CORNER KEY 0.157`� r 0.720118.3mm) 0 1/." ALUM. TUBE �S 9 r--0.580114.7mm) 0.227 [5.8mm) ; _'�- GLAZING WEDGE GASKET -1.337 134.Omm] -{ 1. "0. 2.511" 163.8mm) -2.452" 162.3mm]-- E 0.059" 1 ^- 0.787' -- -Y0.393" t--0.865' 0.102' 0.102' f If 0.130" 0.130' -�--i P027646 E .13 M R { 0.125" 13.2mm) 2� STEEL FORCEMENT NO s 9i: STATE OF ...... ONAI /�'h+ntn111131 0409 CORNER KEY FOR ARCHITECTURAL SHAPES d b a 5 Y 1 .•. . . . .•. . . • •• •• •• •• • • •• • •. • . . •. •• •• ••• • • • •• • •••• •• •• • • •• •• •• • •• •• •• ••• • • •• •• ••• • • • 1 • 4 43. li 1 as r' 1.653 (42.0min] 1fln 0.118 JUL 0.118 JUL. 0.118 jj 0.748 (19.0mm7157 .748 (19.0mm] V P027569 ••• • • ••• ••• • • •• • • • • • • • • • • • • •• • • •• •• •• • • • •• • • •• ••• • • •• • •••• • ••• • • • •• •• • ••• • • • •0•750 (19.lm) • • • • • • • • •• • • •" • •—•• • • • • • • • • • l• • • E / 4 m 3.778 I96.0nwn) 2_278 (57.9mm] V V T CUP (TOP VIEW) E-1.505 (38.2mm) ---{ i .505 (38.2n101] (1)T CUP (FRONT VIEW) 7 0.750 (19.1mm] ] 016 H he CbAfaRN 15-2573 16-34 t 1.653 [42.0mmj 1 F1P (TV' 0.118 8 3 2 0.118 - t- 0.118 0.748 (19,Omm1 5 .748 (19.0minj 0.1 q; PO27570 1 0.979 (24.9mm1 �.. U._Il..� J 48 119.0mmj 0.157 V P027570 MODIFIED • . ••• • • • ••• •• • • •• • • • •• • • • • •• •• •• • • • •• • • • •• •••• •• • •• • • •• • • •• •• • • • • • • • • • • • 000 • lip•-----•-.-•---•- • S.Tjp.(;39.7mnj— + •• • • • • • a • • 1 • • • • • —0-4• ,• • • • • _•,..,_ • t• • • ••• vi 1 CV 91 •. • • • •• ••• • • • ZS• • •• .• • • • • • .1 ••• ••••• • •• • • • • • ••• • i 3.360 [85.3mmj 2.304 [58.5mm) { 0.642----t—_.^...-.2.304 (58.5mm) 0 125 0 125 �� 2' LONG (TYP.) ®0.125' THICK ALUMINUM CLIP 0 4.559 (115.&nmj 2.500 (63.5mm) 1.000 (25.4mm) 10 A l-4 1/2'x 3'x 3.3' ALUMINUM ANGLE (6063-T6) ij^ THICK. 0 "ANGLE' CLIP (TOP VIEW) 1 ow .•• • • • ••• • • • •• •. •• • . • •• •• • •• • • •-• •• •• •• • • • •• • •••• •• •• • • • •• •• •• • . •• •• •• • • • • •• •. •• • • • • • • • ' 'r 4y_ 0.750 (19.immj •.1.-M •."`'Rrla ., w 2.750 (69.9mm]—.____. --2.75C�[;9.9mm). - • - - • • • • • •` . }1.080 . 11.000 [25Amm]} 2.000 [ 1ff .8ngn] II{ 125Amlj•--•—•--. • ,1. li J.Z a _ 1 ...3, f 41 Itl• �A• ``i w t H �.,' y P5( 1 -• • .•• • • • 0.125• • d 1 1 9 .125" THICK ALUMINUM CUP FOR ATTAGFIMENT TO WOOD t r LONG (TYP.) 0.750 (19.1mm] a.aw Laan.•n•n1 i t0.125 I- t 0 . • ®125" THICK AWMINUM CLIP FOR ATTACHMENT TO CONCRETE 2"LONO (TYP.) 1' ••• • • • • • io 0.750 (10.1i•mj. • • • • • • • •• • • • • • • •• 3.778 (96.Ommj 0.750 [19.1mm] - 0 [36.Ortwj { 0.642 1A43 [36.6mmj---4 0125 0 125 0.125" THIO( ALUMINUM CLIP FOR ATTACHMENT TO METAL (TOP VIEW) 1.505 (38.2am] }_1.505 13L2mmj 1 .125" THICK AWMINUM CLIP FOR ATTACHMENT TO METAL (FRONT VIEW) BEN * • EN 'O ' STME • OF =pa�'• F� • o a�o� g 1 5 • . ... • • • ... .. .. • • . .. .. • • • . • • •• . • • • • • . ... . • • • . •• • • • •. • . • • ... • • • . ... BILL OF MAT�RtAt$ • ...:• . • •: •••• ITEM * l PART* REM : : • : • • ia' RIAL : ALIIMINUI�`A"(t06 6) 1 i P027645 0.063" SILL/JAMB/HEADER EXTRUSION ' ' 2 l P027569 INTERMEDIATE VERTICAL CUSTOM TESTED MULLION (SMALL) ALUMINUM (6063-T6) 3 P027570 INTERMEDIATE VERTICAL CUSTOM TESTED MUWON (LARGE), : `": • • AtWM NWM ( 3-T6) 4 I P027570 (MODIF.) MODIFIED INTERMEDIATE VERTICAL CUSTOM TESTED MULLIQN1tJ ( ) S Aj,QMI138M (68§3-T6) „ 5 1 P027642 GLASS STOP FOR 1" GLASS ... : : '. •. ALU&AIiuM (6Q63-T6) 6 : P027643 GLASS STOP FOR 9/16" GLASS 'ALUMINUM (606346) 7 P027644 0.050" SNAP COVER ALUMINUM (6063-T6) 8 P027569 "T" CUP FOR SMALL MUWON (P027569) ALUMINUM (6063-T6) 9 T P027570 "T" CUP FOR LARGE MULLION (P027570) ALUMINUM (6063-T6) 10 N/A T" " CUP FOR LARGE MULLION ALUMINUM (6063-T6) 11 1 NIA "ANGLE" CUP FOR LARGE MUWON 4 1/2"x 3"x 3.3"x 1,‘" ALUMINUM (6063-T6) 12 - GLAZING WEDGE GASKET RUBBER 13 - 610 PHIWPS HS SMSSCREWS AT EACH FRAMMCORNER SAE GR 2 MIN 14 0378 CORNER KEY BY MONTICEW SAE GR 2 MIN 15 P027646 0.059" SILL/JAMB/HEADER EXTENSION EXTRUSION ALUMINUM (6063-T6) 16 3.3"X %" STEEL REINFORCEMENT STEEL (A36) ., 17 1 4293 GLASS STOP FOR 15/16" GLASS ALUMINUM (6063-T6) - 18 7013 SILL/JAMB/HEADER EXTRUSION ALUMINUM (6063-T6) 19 N/A ALUM. TUBE ALUMINUM (6063-T6) d 2 3 `ttttttttilt 4HR �. BE No. 46 p STATE OF s '• At�f 1 P027645 (~i ai4 " 9027570 .4" . P027645 Ord t i4 THICK ALUMNI.; CUP (6063•T5 MIN.) 14F FRAME ASSEMBLY AT VERTICAL ' 1.; INTERMEDIATE CONDITION • • • • • • • • • • • • •• •• •• • • . •• • • • • •• •• •• ••• .• • • •• • •••• • • • • •• • • • • •. •• •• • • • • • •• • . • • • • • • • • • • ••• • ". •• • • • ...• .• • • • • •• • • ,• • .(r1}.)•`•.•.}•• • • • • • s,$)C • • ikt ', IA •P027645 • ,Jy •JA •• • . • • • • £%0-3) 4. . .. <3d; MU +MLI 4& am. F •r 4B1tOL�xI, ): 'IHRu-T WITH FENDER K WASHERS AND NUT. REFER TO ANCHOR SPACING ON SHEET 3 .e`. .t +1... s' I3ri3!_ fl l.e �(ti�'.,tJri .12 i .iv3li • is41 •',- P027645 2.4 2'X % THICK ALUMINUM ANGLE (6063-75 MIN.) P027645 T P027645 • r CORNER KEY PART 0378 BY MONTICELL( OR PART 0409 FOR ARCHITECTURAL SHAPES ?tit— J • • 4) '-... 2 J _ ?C' 1Ore .Ik^ 1"S'rG#,�;L :li.':iifl(1fI"2'-4" •T)let 7?2,y1"'L .?7:.1..;101 wt;1 'iL •Ir; FO—E .i4 Y • r •Stye} "''7:s Ti .2 ct • 44A91 }y.7.44 Tf'S. �+� .•-. _. * �` „ { C''it.i .11 -1 sy. 1 T 4• r YY 4 '1 FRAME ASSEMBLY — MITERED CORNER OPTION (TYP.)- 1„ it sl v. 1 •:7 F.,..+ . ` ii . •r •"�±1; _';4{,r 'ic 3 y_ .. Ti f ..7r �J.a. i'�. •+1 ✓:•.. C. e. aura r *Di 9'}t 2rIi1 s10x 4 PHILLIPS R4 SMS SCREWS P027645 APPLY LOCITTE PL S40 POLYURETHANE SEALANT ON ALL FRAME )DINTS (TYP.) P027645 NOTCH HORIZONTAL TO ALLOW TNSTAUATTON OF VERTICAL FRAME (). FRAME ASSEMBLY (TYP.) 4 :1 1 15-2573 IN tg1WNn UMEpN009 FLORIDA.06PARTT1BNT OF Business Florida r Professional Regulation D8PR HOME' DBPRDINISION3 CONTACT 08PR BCIS Home I Log In User Registration Hot Topics 1 Submit Surcharge I Stats & Facts 1 Publications 1 FBC Staff BCIS Site Map 1 Links t Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived FL20400 New "r 2014 Approved Product Manufacturer La Finestra, LC Address/Phone/Email 2790 NW 104th Court Miami, FL 33172 (305) 599-8093 •••••• brunosalvoni@lafinestra.us • • • • • • • • • • •• • •••• • • • • • •• • Authorized Signature Bruno Salvoni • • • • brunosalvoni@lafinestra.us Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 04/30/2018 Validated By Troy Bishop, P.E. �. Validation Checklist - Hardcopy Received Certificate of Independence FL20400 RO COI In ep,pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Year ASTM E1886 2013 ASTM E1996 2014 ASTM E330 2014 Florida Licensed Professional Engineer or Architect FL20400 RO Equiv Equiv.pdf Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products�}� Method 1 Option D 04/20/2016 04/20/2016 04/24/2016 06/08/2016 FL # Model, Number or Name Description 20400.1 Aluminum Mullions See mullion span tables and attachment details within product installation instructions. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +100/-100 Other: Installation Instructions FL20400 RO II Dwg,.pdf Verified By: Frank L. Bennardo, P.E. PE0046549 Created by Independent Third Party: Yes Evaluation Reports FL20400 RO AE Eval.�df Created by Independent Third Party: les . . • • • •••• •••••.• • • • •• • • •••• • • • •• • • � • • • •••• •••• • • • • • • •••• •••• Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 •••• The State of Florida is an AA/EE0 employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Aowssjpylify Stateme4t, ?lReJnd Statsriert, • • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in respEitse ublic-recordsorequest, do not seed electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, plltas contact §50.48 1395. *Pursu ntto Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide t e Departircityvali an emaT IdalMslf they have one. The emails provided may be used for official communication with the licensee. However email ad lressesrare publicrecord. If you do not wish Nib supply a personal address, please provide the Department with an email address which can be made available to dt epelic.:To determiin if you are a Iidefi9E• antler •Chapter 455, F.S., please click here . • • • • Product Approval Accepts: • • r eClceck Credit Card Safe sccuritvMETRICS• ELR.T. ENGINEERING EXPRESSO PRODUCT EVALUATION REPORT April 20, 2016 Application Number: EX Project Number: Product Manufacturer: Manufacturer Address: Product Evaluation Report FL#20400.1-R0 16-3151 La Finestra, LC 2790 NW 104TH Court. Miami, FL 33172 Product Name & Description: Aluminum Mullions Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida ""• Department of Business and Professional Regulation (Florida Building Commission) I4ule4 hepter 61b- 3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested' `• and/or evaluated as summarized herein to show compliance with the Florida Building TdVI:ifth Edition • (2014) and is, for the purpose intended, at least equivalent to that required by the Code. Ro-evaluatio not this product shall be required following pertinent Florida Building Code modifications ofr a vie runs. • • • •• • Substantiating Data: • PRODUCT EVALUATION DOCUMENTS • • •• •• •••• • •• • • • • • • • • • • •• EX drawing #16-3151 titled "Aluminum Mullions", sheets 1- 14, prepared by Engineering'Express, 3Vgd; & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. • • • TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 & ASTM E330-14 test standards per test report(s) HETI-16-5019, HETI-16-5030, by Hurricane Engineering and Testing, Inc. Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201 & 203 and ASTM E 1886-13a & ASTM E 1996-14 test standards per test report(s) HETI-16-5019, HETI-16-5030 by Hurricane Engineering and Testing, Inc. Tensile Tests have been tested in accordance with ASTM E 8-15 H test standards per test reports T-307, T-308, T-312, T-313 • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Anchor Spacing 2. Maximum Allowable Size/Pressure Combinations 3. Glass Capacity 4. Anchor Capacity No 33% increase in allowable stress has been used in the design of each product. Raised Engineer's 144tfcP ' Pages . 1 tiglfi ''�C E NS Frank L. Bennar # PE0046549 54 OF ,;, ALE > -rrrrntitt�� .• • • • • • • •• • • • • O *▪ ct- • 160 SW 12" AVENUE # 106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAx:954-354-0443 WWW.ENGEXP.COM ENGINEERING EXPRESS A La Finestra, LC - Aluminum Mullions Page 2 of 2 Impact Resistance: Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. Wind Load Resistance Each product has been designed to resist wind Toads as indicated in the design'schedule(s) on its respective Product Evaluation Document (i.e. engineering drawing). Installation Each"product listed above shall be installed in strict compliance with its respective' Product Evaluation Doment (i.e. engineering drawing), along with all components noted therein. • 1.' • Eab?i roduct cdmpobent shall be of the material specified in that product's respective Product Evaluation DOUNTent (i.e!enYheering drawing). • •• • •L►mr:tations &Conditions of Use: ▪ • • • • Use of each products hall be in strict accordance with its respective Product Evaluation Document (i.e. eigine1 ring dreAr~sfas noted herein. • • All supportingnt►stluctures shall be designed to resist all superimposed Toads and shall be of a material • lilt ip each.produc4's respective anchor schedule. Host structure conditions which are not accounted • • for in each produp's: espective anchor schedule shall be designed for on a site -specific basis by a • rIgiOtted prossional engineer. All components which are permariently installed shall be protected against corrosion, contamination, and other such damage at all times. Each product has been designed for use within and outside of the High Velocity Hurricane Zone (HVHZ). 4 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM { • ..• • •• ••• • • • • • • • • •• • .• • •• •• ••• • • • •••• •• • • •• • •• •• • • • • • • • . • • • LA FINESTR.A,.:LC ...; SERIES ALUMINUM LARGE MISSILE IMPACT ttESIStAN1• ' Ta •• • • • •• ••• • • �'F�•-. ' • • ••• • • • �s�U • • • • • • • • • • • • GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, FOR USE WITHIN ANO OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 202 / 209 B ASTM E1300-09 STANDARDS. ' `• 2. NO 33.1/ 3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND , LOAD DURATION FACTOR CA- 1.6 HAS BEEN USED FOR WOOD ANCHOR DE51GN,. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED 8Y OTHERS ON A )0B-SPECIFIC. BASIS 1N ACCORDANCE WITH THE GOVERNING CODE. SITE SPECIFIC LOAD WINO 1.0AD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA BUILDING CODE 8Y SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS STATED HEREIN. 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SIT[., FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC OOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT, T . , _J 5. PERMIT HOLDER SHALL VERIFY THE APEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUS (BY OTHERS) SHALL 8E ANCHORED PROPERLY TO TRANSFER LO ADS OADS TO THE EXISTING STRUCTURE, 6. ALL EXTRUSIONS SHALL BE 6063-TE ALUMINUM ALLOY, UNLESS NOTED OTHERWISE- 7, EXTERIOR SEAM OF FRAME CORNERS, INSTALLATION SCREWS, AND GLAZING BEAD ENOS SHALL BE SEALED WITH SILICONE. 8. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE. 12. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. 13. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR,. [t, .I. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & 'DAMAGES INCLUDING LEGAL FEES 8 APPELLATE. FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH 15 CALLED FOR BY LOCAL: STATE, & FEDERAL CODES 8 FROM DEVIATIONS Of THIS MAN. 14. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.. 15- 1•ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION. HURRICANE ENGINEERING & TESTING INC LAB REPORT NUMBERS HE111-16.530, 16.1312, 16-1313, 16.5019, T-307 & T308 ITO 8E USED WITHLAFINESTRA PRODUCTS ONLY FL#-20400.1-RO RAM( L ieNHAROO 5 i 16-3151 ••,46+ , 1 D2 D2A D2B 02C TRIB. WIDTH (TW):, TW=W/2 ••• • • • ••• • • •• •• •• • • •• •• • • •• • • • •• •• •• •• • • •• • • ••• •• •• • • • •• •• •• • •• •• • ••• • •• •• • • • • • • • ••• • • • » ••• '•• • '•'� •• • •• •• "•b .-o-• is •• ••I, •1,/• ",••Y •} t'S� r , •. •' : • • . • i • ! y 1 • • f + • •. v•.,•,• •, • ••• •,.,' 3: ti • •• • • • + • • • • • • •.•• W2 ' 4 } ••• :!; • • • • •I•�w__ _I • • • • •• • • • '• • • • .•...,,.•..._• • . • TRIB. WIDTH (TW) TW=(W I+W2)/2 MULLION AT JAMB VERTICAL MULLION„ 4 et 1 l D3 3A> 636 D3C 1 D6 '• v 06A TRIB.` HEIGHT (TH) TH=(HItH2)/2 • HORIZONTAL MULLION TYPICAL ELEVATIONS: TRIB. HEIGHT (TH) TH=H/2. D3 03A D3B 03C D6 06A MULLION AT HEAD/SILL i x• SOUL: i" W • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • SMALL MULLION • • • • • • • • • • • WINDOW OES1GN CAPACITY (PSP). SMALL MULLION , vax(Dow 0e9409 CAPCITY;VP)- slew. v Sion: . . —.NOMINAL DIMS 14046.4/86,49 5.65 P.S.0 WITH-RENF t OF ANCHORS AT EACH WE NOMINAL 0646 pc:64.meg. - - .--,;,-Thig -• .g. • Y45714R41149 • 8 Of ANCHORS AT feRCH SIPE {41-1 P. S F RPM. 8 i4P.S.F Reid. C I H-)fi ...fi F WOOD (-;:i.j PS.P CONC. (44-)P.S9 METAL :441,--)14-9 MTN HEIGHT 44,196. /14 .4-ift.F- CONE* i•-;74 tivi.-FL. ReirOPC (voiliir _WOOD • i..,7:5140 CONC. • • 36" T - 1 ,, 5 A t .. - _ '''', .,-e 48. , . 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I, . .....pow, v. f•r- 1,40 1 I RCMP. C • 7, t. 5f/11140150. P.7N1 4)3 4.1151,4, • 6 1 ) rx,01,41r YON2‘2.AZ50009034) VT 43 66 '16- 31 51 7Ass 101 PAsS.411.0.911.! ( 1 1' 1 l 4 110M1NAL D1M3;. MOTHY 'HEIGHT 42' Ms..• 72' lr 84' 90' 96. 102- }OB 114" 72P, 127 132" 138" 144' 78' W1N00W OESION CAPACITY (PSF) • SMALL MULLION NON-t0iNF . j:t.)PSFw•. - 103 95 63 74 66 WRH. REWF Rand• ♦ R.W. 8 Rent•C 100 96 84 74 97 100 74 67 100 96 14 67 .•• . . • •.• . • • •• 41. • . • .. •• • • • • •. •• •. . . • • •• • •••. • •• • • • •. • •• • • • .• .. • •• •• •• .• • • . SMALL MULLION • II OF ANCHORS AT EACH 6108 WOOD C0NC. • 3 4 4 4 4 um -. • • 66' • • 72' 1. • • • 55 61 47 81 68 51 41 61 61 18 61 56 51 48 4 4 0 • • • • • • • f;a rw�111c1111111c1111ta11110a11■11011111 • 780 • • • 4177 37 • $4 641 oc 25, 30. 31 31 44 44 44 44 - 4 90' 23 28' 29 41 37 36 33 31 3a 27 42 39 37 35 33 32 30 28 42 37 36 33 32 :111 29 28 42 39 37 35 33 32 30 29 20 4 4 4 4 4 • 4 4 4 30' 42' 46'- 64' • 64' 90' 96' 102' 706" . 114' 120' 126' t32' 144' 84' 89 96 9e 96 3 88' 102' t06' 114' 120' 126' 132' 36' 42 76 6e 59 63 72 64- 83 72 64 63 3 3 3 53 se 56 se 5 44 44 52' 49 52 46 32 43 3 41 44 44 44 3 1^ 41 41 41 35 31 26 36 34 30 36 34 32 34 33 36 34 33 30 3 3 24 22 27 24 27 25 24 3. 3 3 38' ., 90. 72 94- 04 64 3 1 1 47 - 82 77 72 72 3 1 t 49' 64 63 63 64 3 1 i 54' • 49 5Q 56 ._ 56 3 1 1 60' 43 50 5I7 50 3 1 1 6e' ' 38 48 49 • 46 3 1 1 72' 36 42 42 42 3 . 1 78' 33 i6 3b 36 3 1 . 1 64' - 3; ti 3d 36 3 t 1 410• 26 33 • 33 ^ 3. 1 1 96'' 27 .33 31 31 31 3 1 1 15? 21 28 20 29 3 1 1 198' . 24 • 26 26 2A 3 1. 1 fie' 22 26 24 4 3 1 1 • 120" 21 25 26 - 25 ' 3^ • 1 1 t 126' 20 24. 24 24 3 t 1 .'. 132". • 23 23 33 3 1 1 138' - . 22 33 22 3 1 1 144' • 21 21 21 3 t 1 4" 80' 72' 78' 64' 90' 06' 107 108' 114' 102' 22 27 27• 27 21• 25 25 26 24 24 ' 22 21 23 49 42 37 33 27 •' 24 22 21 �t 22 22 20 21 21 60 51 8S 40 • 36 32 • 30 27 25 22 2) 20 20 65 66 49 43 39 32 30 26 4 21 46 50 49 43 38 32, 30 2e 34 23 21 r 3 3 3 3 3 3 3 3 3 3 3 3 3 • 3 3 1' 4. ( r 071•1•0 WJ4H)140048d1 16-3/51 8Ai6t 5860E 4A.91(71 L 019 • • ••• • • •• •• • • •• • •• - • • • • •• •• •• •• • • • • •• •••• •• • • •• •• • •- • •• • • • • • • - •. • • • • . • SMALL MULLION • • •• ••• • � • • •• • • • • • • WINDOW DESIOt4 CAPACtTY IPSF) • SMALL MU1.1107.1 NOMINAL ... _ ., WN3rN DIMS HEIGHT IRfM4aZE•RF -• •,. j+i-}PSf wt2H,REINF * OF ANCHORS AT EACH SIDE Rev+l A 4 F<+-}PSF RekM, 6 ..- t•s)P,S.f FkYtF G _.. {<t)P,S.¢ WC1L1D {+1)P.SF CONC. ,_.-......_.,_7-1-P, {H9 D,Si .. - t«)PSF 36' 106 - 41 50 56 86 3 1 42' 35 43 46 50 3 1 1 46' 31- 37 42 43 3 11 S4' 27 33. '37 39 3 1 1 25 30 34 33 3 1 1 „__7__ 66' 22 27 31 31 3 1 1 72' 20 25 26 29 3 1 1 76- 23 26 27 3 1 1 94' 21 24 25 3 1 1 90' .. 20 - 22 23 3 1 95' .. - 21 -21 3 S 1 102' - - 20 27 3 1 1 36' 114' 35 43 46 52 ' 3 1 1 ar 30 36 41 46 3 e 1 46 • 26 32 34 39 ' 3 1 54• 23 25 32 35 3 t 1 60" 21 25 29 31 3 66` - 23 25 26 3 1 1 72' - 21 24 26 3 1 - 74' 27 24 3•i Mr 20 ' 22 3 1 1 90' - 21 3 1 t 36' 120' 30 36 41 47 .. 3 1 1 4r 2� 34 35 40 3 1 1 46' 72 27 31 33. 3 1 1 5+' 20 24 27 31 3 1 1 60' 2j 24 26 3 1 1 56' .. 20 22 25 3 e 1 7r 20 23 76' - 21 3 1 1 64' - 20 3 1 1 ••- - • •• • w!*DOW DF•SKaG�A� CA(PST)• StAL1111.10t4 NOL46 A1•11S ,TH - 'WIC" • NCIGHT • NON•REWF • _ (H•iPSF -`{al}PS.F •WITH-RE1*1j • • • * OF ANCHORS AT EACH SCE RaN. A Re86 S i+%-FPSS 58612. C 7 L)P,SF WODO (i!.}PSF CONC +<f$P.SF _ (4)P.S5 36' •• • ,,e, • • • • 26 31 35 43 2 1 t 4r - • 11 • 27•-, V.• 36•• 2 1 1 46' • • •• •• re • 26 12 2 1 1 54- • • • • • } 2 • 2•• MI-• 2 1 • C • • • f S • — ti • i.• i� 4�3 2 5 1 lr • 2 1 1 36' 22 27 31 39 2 1 1 42• - - 23 26 23 2 1 - 1 46' 21% 23 29 2 1 1 54• 132' - 20 26 2 1 1 60' - - - 73 2 1 1 66' .. - 21 2 1 1 ar 136" 20 24 27 35 2 1 42• 20 ' 23 30 2 46" - 14 26 2 • 1 54` - - 23 2 1 1 6P' - - - 21 2 1 1 36' 144• 21 23 32 2 1 - 1 4r - 20 26 2 1 1 45' - 24 2 1 1 54' - - 21 2 1 1 N01F41E4IF REINF. a REMIF. C k t. 08498*00, ➢.c.{ 5*49 079116TL122%411 M13S 16-3151 1 •CALu 116 5821*46101 414954353,Ri.11an 1, ' WINDOW DESIGN CAPACITY 1PSFI - LARGE MULLION NOMINAL "D/14 DIMS • ., HE/GHT Not,i,REINE -"/Zi:IirS-F-- 54rt844E44r — `-i;F:f0-6T--- A or ANCHORS AT EACH SIDE W000 ;44 • SI CONC. 74.4 P 6 F i474 RS f 36" . ". •Ii •• , . • • 49' • 120 120 3 1 1 . 47 120 120 1 I 48" . 120 120 1 1 1 54' • 120 120 4 1 1 60' 120 120 4 1 2 ar - 120 170 4 1 2 120 120 5 1 2 120 120 5 9 2 120 120 5 2 2 eV " 120 120 6 2 2 str 120 120 e 2 2 102" - 120 I20 e 2 2 , 108" 120 120 7 2 2 114* 9 4 , : 120 .• . 120 7 2 3 '120 120 120 • e 2 3 126" 120 120 a 2 - 3 132" 120 120 • 2 3 938. 120 120 9 2--- 3 144' 120 120 9 2 • 3 i. i . " . 4 ; , sc. ..• i 1 .,. 120 120 3 1 42' 120 120 3' 1 • 1 - 48. , 120 120 4 1 1 54. 120 120 4 1 2 es/.. 120 120 4, 1 2 66' 120 120 5 1 2 120 120 S• 2 2 nr 120 120 6 2 2 84' 120 120 • 2 2 90. 120 ix• 6 2 riMr 120 120 7 a 2 902* 120 120 7 2 3 106* 120 120 a . .' 120 120 8 2 3 • ,......,114: f 20- 120 120 a 7 2 12*' 128 120 9 3 iar 120 120 9 2 138' 120 120 10 2 3 144' 117 117 10 2 3 30- ' ,4 .4. ' 120 120 3 1' 9 42" 120 920 4 1 1 120 120 4 f 2 ...*44L 54' . 120 120 4 4 2 ... 60:',...... j 120 120 5 1 2 eer 120 • 120 6 2 2 120 120 6 2 2 _2E_ 78- T) 920 6 2 2 84' 120 120 7 2 2 90' 120 120 7 ' 2 3 98" 120 120 6 2 3 1172- 120 120 • • 2 • . 3 108" 120 120 e 2 3 - 414" 120 120 9 2 3 120' 1/4 114 9 2 3 - /26. 106 ... 108 9 2 3 .132 103 103 . 9 2 a 130' 90 88 0 2 .3 144" 95 95 9 2 3 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • LARGE MULLION • • • • • • • • • • • • • • wiND(IN DESIGN 0I4PAIEITY 046F)- LANGE MP*810.a • NOMINAL 7970TH IPS Hih014 : NON-RE011 9-61 :Jytit.RFire - POF._ 4.4CfibRAT EACH SIDE ....-C24--„, ("HP 81.14193.F (.1.)P.S.F 1N-393.F - -"'(.4.)P.S.F 36' • • • • • • • - • • 66" - -- 120 420 1 1 42' 120 120 4 1 2 48" • • 10 •,• ' 12P . . 4 a 6 1 2 • 54- IRO O. • •120• • • 5 • 1 . 2 60. • 41132 • • lic2•• •.p • 8 i, 2 2 • - „.. , 1120 1 • 0120 • • 6 2 2 72* • • D° ; ST' ; '• 6 2 2 78' 120 •I 120 4 7 • 2 2 • 64' 120 120 ? 2 3 90' 120 120 8 2 3 - 96. - 118 110 8 2 3 • 102' 111 111 8 2 3 IOC ' to. 104 a 7 • 3 114^ 8 2 3 120' 94 94 e 2 3 • 126' tie 89 8 2 3 137 8 2 3 "-- 82 8 2 • 3 ^ 144' 78 • 8 2 3 38' 9 . - 72. • ' 120 ... . 120. 4 1 1 42" 2 46 ' 120 120 5 1 2 54' 120 120 5- 2 2 00" 120 .129 6 2 , 2 120 120 0 ' 2 2 TT' .120 120 7 2 2 74* 64' 120 120 • . 7 2 3 113 113 r 2 3 FICP 105 105 7 2 3 96' aa - 99 7 2 103' 93 93- I 2 3 ' 108* as as 2 3" 114* 63 83 7 120' 79 79 7 2 3 120' 73 . . 75 7 132' 72 72 1 2 138' ea las. sa 66 7 2 36' • , 7r . 120 120 4 1 42' 120 120 f 2 45 - 120 120 9 9 2 64' 120 120 6 2 , 60' 120 120 6- • 2 2 66" 120 120 7 2 2 77' 112 112 7 2 78' 104 104 7 2 2 se 96 98 1 2 ' 2 90* 80 ea 7 2 2 64 84 7 2 2 .....•-••••—•--(26.. 102' 79 79 7 2 2 108* 7$ 75 7 2 2 I le ' 71 71 7 2 2 120. 67 87 7 2 2 1262`,....„ 64 84 7 2 2 137 91 61 7 2 2 936' 58 58 ? 2 Z 144* 08 85 7 2 2 WINDOW DESIGN CAPACITY (PSF) • LARGE MULL7014 N0/04AL , ' 1890T71 1311AS 14F1G/4T Nati.Rams: 77,-,,—F.: wn14.7tEmp.; 4 OF ANCNORS AT FACht TOE WOOD t.i.cti,s.F CONC. (.441J.,97 37E4 . (.,,, ',As-7 i.i..)0,SS i tie 120 • - 120. •4 1 2' 42" t20 - 120 5 1 2 48' 120 120 . 5 2 2 54' 120 - 120 • a 2 ea- 116 '• 118 6 2 ; 90. 105 ' 195 8 2 2 72" 97 97 8 2 2 78" . 80 es 6 2 2 84' 83 83 4. 2 2 90' n 77 4 2 2 96' 72 72 ' 5 a 102" . 86 88 6 2 2 64 64 2 2 ,..... 114" 61 51 9 2 2 _120' 68 58 • 5 - 2 2 • 126. 66 8 2 2 532.53 53 6 2 2 80 6 • 2 2 144' 48 48 8 2 g 34' , po• .. 12(1 120- 4 1 2 42' 120 120 5 1 2 40 . 129 120 a 2 2 64' 112 112 4.., 2 2 60" 101 101 6 2 2 66" 92 92 6 4 7 72' 64 64 5 2 ' 2 70" 78 a 2 2 64' 72 - 72 6 2 2 90- 67 67 6 2 63 83 a 2 2 102' 59 59 8 2 ior sa • 6 2 2 114. 63 53 8. 2 120' 60 SO 6 2 2 126. 48 48 8 2 2 132' as se 6 —1-r—i• 44 44 6 2 2 144' 42 42 a 2 NON-REINF tr'4.1.1 04 ( TEE 4'(836 i4SN) i REINFORCED • § LU Z A 5 15 0 g < " rs, p E A t g 0010071 04E964706M 16-3151 *rouse 4FE r*mts 101 4.64 PIEPulr71,•c • • •9• • • • ••- •• •• • • •• • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 1YM8019 N44p3. PIN LARGE MULLION [1�,. • ••• ••• • • ••• .`� -•-.� • • • i ''0� 6r +. A - ..- WIN00JV DESIGN CAPACITY (PSF)-. LAROE Ml6L10N ,0.T�OW DESIGN CAPACITY (PSF) • LA8y'E • • • • I�7g00W SIG N CAPACITY (PSF) - LARGE MULLION : N0N-REINF WITN•REWF *OF ANCHORS AT EACH SLOE NOMINAL DIMS N0-0151tt: w1TNREINF • • •F /49048f'1S AT EACH SIDE., NOMINAL 0•65 •NOS-0E1NF WITH•REINF A OF ANEACHE AT EACH SIDE. ;1 ,7 Vp1;" i 1 �,•_NOMINALIMS _ WOOD CONC STEEL • WQOD• * 264C. •STEM. • i • • 7- WOOD CONC. STEEL >L ^ tk 1MDTU HEFGHT (.y PS.F _ _ __ l'1-}P.S.F 1•k•)PS.F (AA)P.SF tt41 P.8•F "DIN ktEI01HT ON P.S.F NMP.11.F 1! )P.SF f44)PS.F •` (44[rS.F •W�TM .. YFj e • (1•k)P.S.F (*+-)P.3F (•1-)P.S.F 041 PSF yL)PS.F S % -- ij' .ITN ' 1 i U' fi ' F 11J tj ' i. N,, T X 4 4.4 L7 c « m Q uI to � ¢ N z -.• W ` i g 3B' 120 120 ul � p10L 0 010 0 W 0 0 0 0 0 0 0 1 2 36' 118 105 5 1 a 36 - 92 78 4 t 2 7, ..4r t 124 120 2 2 4r 62 90 5 1 2' 42' 53 87 - 4 1 2 •43 % �•I4 ' 46' 111 11, 2 2 48" 77 79 5 1 2 48' 46 69 4 1 2 i�©•• . 54• 98 99 2 2 5 C M 7D 441 44 1 w at w *••'r..7'• • • • 41 '. 52 4 1 2 F �7jF 60' 09 69 2 2 60" 57 - W t• • 1 • . 2. •190' j • • 97 47 4 1 2 V77 66' -' 1 81 81 2 2 66' 52 57 6 •, • 1 a • 28 �• • BC • • 33 42 4 , 2 72' 74 74 1 2 72' 48 52 • • 1 • • 2• • 417r • • 31 39 4 - 1 2 78 68 66 . 2 2 78' a4 46 ,• • 1 • •2 V `1 85-t- •i • • • 26 36 4 1 ' 2 ' 84 63 83 2 2 64• 41 - " 45 5 1 2 b1- 13r 26 53 4 1 ,. • 99' 59 59 2 2 90- ; 14• 36 - 42 5 1 2 90' 24 31 4 1 2 _ 65 2 2 96' 38 39 5 1 2 96' 23 29 4 1 a. 102' G2 52 2 2 102' 34 37 6 t 2 10r 21 27 4 1 2 ) 106" 49 49 2 2 106• 37 35 5 1 2 108' 23 26 4 1 2 1� 14- ` 46 46 2 2 144' 30 33 6 7 2 114' • 24 4 1 2 i 120' ' 44 44 2 2 120' 28 31. 5 1 2 120• - 23 4 # 2 LA FINE$ I RA, LC Z790 NW I04TN COURT DORM, FL • (30S) 599-8093 FLORIDA PRODUCT APPROVAL DEFIED ALUMINUM MULLIONS 2790 NW 104TM COURT, MIAMI, FL FBC.STN EDti1ON (2014) PRODUCT APPROVAL $20400.1.- 126" 42 _._ 42 2 2 726' 27 30 5 1 2 126' - 22 4 t 2 t( 132' 40 40 2 2 13r •-- 28 a8 5 1 2 13r 21 4 1 2 I 138' 38 38 - 2 2 ' 136' 25 - 27 6' ,; 1 - 2 138' 28 4 1 2 144. 37 37 6 ' 2 7 144- 24 2G ,. 5 1 2. - . 64 t f _ - - 38' S4 71 4 1 2 30' 120 120 5 1 2 3' 82 45. 5 1 2 42' 46 61 4 t 2. 42' • 112 112 5 2 2 42' 70 81 6 1 2 43.. 40 63 4 I 2 48- ' 46 98 - 6 2 2 62 71 « 6 1 2 54' -36 47 4 , 2 54' 67 87 5 1 2 --A..-- 54' S5 83 5 '7 1 err 32 43 4 1 2 80' - 79 - 79 5 2 2 60' 48 57 6 1 2 86' 29 39 4 1 2 65• 71 71 5 2. 2 66' 4S 51 5 1 2 7r 36 4 1 2 s 72'. 65 65 5 2 2 72' - 41 47 5 1__2 78' 138- 25 • _ . 33 4 -784 60 60 6 2 2 78' 38 43 5 1 2 84- 23 - 30 4 1 2 84' 68 58 8 1 2 84' 35 40 5 1 2 90" 21 26 4 I 2 90' 702' 22 51 5 2 2 90' 120' 33 36 6 1 2 96' 20 26 4 1 2 96' 49 49 5 2 2 95' 31 35 6 1 2 109' 25 4 1 2 t02' 46 46 8 7 2 10r 29 33 5 t 2 106' 23 - 4 1 2 106' • 43 43 5 2 2 106' 27 31 - 5 1 2 12 2 4 7 2 114' • 41 41 '6 2 2 114• 26 30 3 1 221 7205 - 4 1 Z 120' 39 39 5 2 2 120. 24 28 6 1 2 128" 20 4 1 2 I 126" 37 37 5 2 2 126' 23 j7 6 1 2 132' 35 35 5 2 2 13r 22 25 6 1 2 ur 47 66 4 1 2 138' 34 34 6 2 2 138" 21 24 5 1 2 42`. 41 56 4 1 2 144' 32 32 5 3 2 144* 20 23 5 1 2 48^ `y 35 49 4 1 7 54' 31 44 4 1 2 36' 113 117 5 1 7 38" 7t 86 4 1 2 60` 24 39 :4 t, 2 42• 97 100 5 1 2 42• 81 74 4 1 2 20 35 4 1 1 46" 65 88 5 2 2 46' 53 64 4 Or 72' 23 93 4 1 2 • S•S t f S ` 1 j i M p S rY ` .. 6 •8. 1• 54' 76 79 5 1 2 51- 47 57 4 1- 2 78" 114' 30 1 2 . 80' 68 70 6 1 2 64' 42 51 4 1 2 64' 22 29 26 4 4 1 2 I 64' Gt 64 5- 2 2 66• 39 47 4 1 2 �- 26 4 1 2 77• S8 56 5 1 2 2r 35 43 4 , 2 - 24 1 2 ] 76' 62 64 5 1 2 79• - 33 39 4 1 2 80. 10r - 23. 4 4 1 2 i 84' 48 50 S 1 2 64' 30 37 4 i 2 106' •22 4 t 2 60' 408. 45 47 5 2 4 2 60' 126' - 28 - 2' 4 tu• - 20 4 1 2 96' 42 44 -5 2 2 98' 26 32 . 4 1 2 1117" 40 41 5 1 2 102" 25 30 4 1 2 , �...•.. _...__-.........- ,.... __� .,. , .._ .._._-_.._.�..._.. ...., .F. 106" 37 34 6 1 2 13 - 26 4. 1 2 t1i'ry n I! 7( 4))-Gi IDr .. 35 37 5 1 2 _at__ 114' 22 27 4 t 2 d i I 0344,7➢084 44 4AAEA4 12 0' 34 33 6 1 2 127 21 25 - 4 1 2 + ' _ (54 3 a' x'a' - STEEL (A36 MIN) 16-3151 - t28• 32 33 5 , 2 tze' 20 24 { , 2 i } >I ;'„' 13r 30 32 -5 2 2 13r - 13 4 1 2 { { �f 4 1 ct+t4+ 1f5F457449101 64411qt_7 {IY77059 118" - 29 30' 6 1 2 136' - 22 4 1 2 1 { { <. y`y 1 144• 78 29 6 1 2 144' - 21 4 1 2 114-1-1 U 1NONARE1NE REINFORCED 1 } I 1 �i `! { ' GLAZING t Sys IeM NON REINE1 MULLION Ij • Jab MULLION AT D IAMB DETAIL` N REINF c MULLION (. • Y : i ait1_LA1it GLAZING fr onNG,., SYSTEM SYSTEM D-1 MULLION AT GG INT. DETAIL ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • mualoN fAoit WITH REINF.'• • • • • • • • / '. 1WITY RG)N41 TYPEE AA t • • • • tPEB •1 '• • i • •(• • • • •/• •• . • •, •: _ •. • ✓-;1,• ••• •t .• , 's. ( h ♦•• STEEL•( 36 M(V: • • • • •,F •• ••• GLAZING ' SYSTEM D 1A JAMB DETAIL MULLION. WITH REINF:{ _a_TYPE A. �yy t; rFE3:1r. •'Y^ • STEEL (A36 MIN} •}I •;'• • • ' •, • •I• • •.••• •• •F•j)•I • •.. t• ••tit: � t AiY "•..t • I'T x �. STEEL (A36 MIN) w GLAZING fT SYSTEM D2A. � DETA1L� I SEALANT AND ITS APPUCABIUTY WILL BE BY OTHERS ...C2)2Nic^x 1/H^ ,,rSTEEL BAR (A36 MIN) • GLAZING / SYSTEM ✓ i -, •- 'THRU-BOLT WIT/VENDER ✓�tr, - WASHERS AND NUT. / <f MULt10N AT AT IS^ MAx. FROM ENDS D 1 B JAMB DETAyi:eAtANAN0=EO.c. MA% FOR THE (TYPICAL) ,- L • - (4) 13%.," �^ » STEEL (A36 MIN) • SYSTEM MULLION 1WITH REINFi, i 1 TYPE C 2756s . - - - MULLION MODIFIED F .r :e yy1 r`i L a i 4�f U Ill 1 ri" x L.* STEEL k".:" BAR (A36 MIN) GLAZING SYSTEM TNRU-BOLT WrlHFENOER WASHERS AND NUT. • MULLION AT - AT 15' MA%. FROM ENDS i it. TAMS DETAIL'" BAur+<O.C. MAX FOR THE MULLION L WITH REINF! 27565 MULLION MODIFIED r I;�,,,,,. (I}-4 Si" X?u STEEL 1,0 ' BAR (A36 MIN) I) v • ' L1. I•' •r �,r= ' x� rrf a GLAZING Yxd f GLAZING SYSTEM \i, F� r SYSTEM. - be - RU-OOLT WI'EHFENOER WASHERS AND NUT. D2BMULLION AT "`AT 15' KW. FROM ENDS TNT: DETAIL' AND Ie^ O.C, MAIL FOR THE BALANCE (TYPICAL) THRU-80LT WITHFENDER WASHERS AND NUT. D 2C MULLI],�ON AT ' AT TV MAX. FROM ENDS TNT• V ETAIL" MD 18" O.C. MAX FOR THE. BALANCE WOOD BUCKS AND METAL. STRUCTURE NOT BY lA FINESTRA MUST SUSTAIN LOADS IMPOSED BY GLAZING STS1 EM AND TRANSPER.THEM TO THE BUILDING STRUCTURE. • INI SUBSTRATES SHOWN CAN BE INTERCHANGEABLE....�. i AT ANY PERIMETER LOCATION .-',1AAlLK G.14EI$URDO. PAN 03>`•0IW1 N.4 '16-3151 $Cute LEE DEIAKS1O1 •AG D C$lPT1 GLAZING 1 ,� / ✓ / SYSTEM Ip i / f / 1/ / vf AND 18. O.C. MAX FOR THE 1 BALANCE j D3C H B.MG/KTAL MUkLiON DETAIL 1tj J i 1 z Fga n.1 8 16-3151 K..LN sEFtrpYwLL 101 f iY NONff�N7=: }} { MULLION_,_] f GLAZING / SYSTEM • 8 �1`, t MULLION 1 WITH R .-„T(PE • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • * • • • ••• • • • • • • • • • • • • • ►•.--•—•.1 • • • • LION 1 F' rMULt ION , EINF.! • MF.1 • • • • • • • • •• •v {WITH REINF j • .iTY?Gli. ,� • • • • • TYPE C _, • • • • • • • • • • a • _� • • • ,a �-GLAZING _1 q; G SYSTEM GLAZING i • .. �f•SYSTft4' • • • • i SYSTEM = CC SYSTEM i . (I) 4Iz x „ 5T,{L' ." BAR (A36 MIN) ;.. (4)I'NI" x Li' i4 (9)1'hr"x o` *': J i�' STEEL (A36 MIN) •STEEL (A36 N) �Oi r• • .-• •s ••• ••__ T (lid,, • i •_e i}s • ns • ; 42 • ♦••_ • •"'`• •• 4 P•_ _. r"_ • • ♦ . • •_i_ • • •• •+-• ►-•° •0114V.41141• D3 tiORt20NTAL MULLION DETAIL D3A HORIZONTAL MULLION DETAIL MULLION I MULLION D3B HORIz / SYSTEM W THRU-BOLT WV/VENDER WASHERS AND NUT. AT IS' MAX. FROM ENOS 1NON REINT.? MULLION µ_; {6)3n1e xiy;• iu .�_�_ STEEL (A36 MIN)6 HORIZONTAL MULLION DETAIL,. SYSTEM LMULLTON j 2) T0) 3 STEEL (A36 MIN) /- GLAZING SYSTEM MULLION D4A AT-SAMB b Friar tapir MULLION D 5 MULLION AT INT. DETAIL. AL MULLION DETAIL _MULLION ':': D5A INT. DETAIL . GLAZING SYSTEM ` .E'1Ni L MULLION_„ 1" STEEL (A36 MIN) DE A�"Datz9"11 .,1) aaN PETAiL, �.'..-3/4"4--11/4'._ .t_-r• .Sam«—�........ ''A ATTACHMENT INTO :? A ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • • . - 1 7/8" -- 4 • • • • . • • • • • • • i A.TIAMIENT IN•O •-_r----- -•-- —• t• N • • • %INI •• • • • • �• • • • • • :, ;• • • • • • .• •). • - . • • • ••• •• • -- • ., j S 5/16" ULTRACON INTO 7- 2 8Y WOOD BUCK Pi" MIN EMBEDMENT AND 1 MIN EDGE DISTANCE. "- i W000 STRUCTURE. (BY OTHERS).. SYP12 MIN. 5/16" ULTRACON INTO 2 8Y WOOD BUCK IS)" '-' MIN EMBEDMENT AND 1 MIN EDGE. DISTANCE. - WOOD STRUCTURE (BY OTHERS). -----m-» SYP42 MIN. • • •• ••• • • • • . 'y 1 11, •• ••• •_._.• • •r • •-. 4 • •• ••. • • • ••• TOP?nrw ' 'y ATfAC I�MENT INTO METAL $1.TIMV TES• 3/8' DIAM. POWERS .—WEDGE BOLTS W/ 3-1/2" EMBEDMENT AND 3-3/4" MINIMUM EDGE DISTANCE -� -CONCRETE (3000 Psi. MIN.) A:TACMMENT INTO .,_. METAL STRUCTURES 3/8' DIAM. POWERS WEDGE BOLTS W/ 3-1/2' „..EMBEDMENT AND 3-3/4' MINIMUM EDGE . - DISTANCE y, TOP VIEW 5/16-12 SMS SCREWS (GRADE 5 MIN) —METAL STRUCTURE (BY OTHERS) 4" MIN. THICK ALUMINUM (6063.T5 KIN.) OR STEEL (A-36 MIN.), giltYlEW 1•••,,'`y°..ti 4d� 4.� TDO ViSW • • • 3. SMS SCREWS (GRADE 5 MIN) t.S ... METAL STRUCTURE (BY OTHERS) Sb" MIN. THICK ALUMINUM (6063-T5 MIN.) OR STEEL (A-38 MIN.) NAACO, P.P8 6W9 6 Lu- 171 7•JtJl ( �. aeouTAAe101 MGt 1j1__ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • , • • • • • • • • • • • • • • • /IF • • • IP t \ AII,A.OMENT um 0 0 ----4---'. ' 3 1 1 i t • —r., .... ' -.." 1 • • " :-',1 - . (sHowN) ' P.1 el .. Q'''.,'''':' 0 , 7 r ,,3;-:„ (ALTERNATE CLIP) • si" I 333,333 • 3 t 1'/. 3 ; .1.3 3.;.• '',.••3-3 r Tof.!.Y. N • ..............33,,........_.______ , ,- . I 4' E 1 z o I 4). ' I 11 ill 1 1 f 3 f 3 1 3 1 3 1 i 3 • '`i4.' 1 ; .3 3 11 • , • CH • • • • • • ; To : .... AITACTIMENI INTO . , . • :• A • PP-CRETE • • • • rj • • 4 I • • • • • • • • • • • • • • • • ! • • • .--• • -.:::-......P.:-::::-..a...- =.....:,:.1. 9 p . • • • • • • • • • • ;11 ' • • • • • • • MIN EMBEDMENT AND MIN EDGE DISTANCE; --WOOD STRUCTURE ter DINERS). §11.4-vIE,W SIPA 2 MIN, ATTAgHMEATT INTO 7—=-7==---:"----1 I 4-727.3_37.71'37.73.27-.==.3•=1.-3.-":3:1 • - (ALTERNATE CUP) .1., T.61*.Y31,3EW 3333 1 ( .45T.T3P-1.t.1411,M9.. `3-3 ' C39111.(Mr.t 1 1 : V' ULTRACON INTO Tf/.6n, 21:emwir°aut ,3, EM/IEDMem.rANDl' -------,—,...—. I DISTANCE, DISTANCE • ••-,•• •• • 6 ,4 • • ; • •• • • • • • • • • • • • • • 1r, 3 3, vlty2,4 • • • • gripay.TUCTUns • • /CZ "*.• / • • 3/8" DIAM. POWERS ..,,,,....„..„..,___ __...... WEDGE BOLTS W/ 3-1/2" EMBEDMENT AND 3-3/4" ,.,,, ‘ MINIMUM EDGE *, DISTANCE 1 (3000 MI"..1 .-1" 1/4" -.1,-- ea,TActimENTIt,To ,L' tltrAL.§.._.1194c11.fts ' 1/4-20 SMS SCREWS (GRADE 5 MIN) II- METAL STRUCTURE (13T OTHERS) t4IN. THICK • ALUMINUM (606345 MIN.) OR STEEL (A-36 MIN.) - - I 1/4" Z • 1..frang.W. ------- Nf. 3/8" DIAM. POWERS WEDGE BOLTS W/ 3-1/2" , - — EMBEDMENT AND 3-3/4" — 73-*M1NIMUMEDGE ---(C°NCETE 00014'PeR 3, MIN.) 'WV/V v SIDE_ Y.J.Evi 1 I/ 3 3 1/4 20 SKIS SCREWS (GRADE 5 MIN) METAL STRUCTURE (BY OTHERS) MIN. THICK ALUMINUM (6063-T5 MIN.) OR 2, STEEL (A-36 MIN.) ttAi)opto, r e viviwo 16-3151 KAM SEEPET4As 101 E.0441..EMITITTIYIN ••• • • • ••• • • •• •• •• • • •• • •• • • • •• •• •• •• • • • • •• ••• • • • • • • • • • •• • • • ••• • • ••• • •• • • • • • • •>• • • • • • • • • • • • •••• • • • • • , pY Si a =-(2) 1l4.20 SMS SCREWS PER. SHEAR BLOCK (GRADE 5 MIN,) ;• INTO 1/8" MIN. THICK • ALUMINUM (606345 MIN.) SIDE VIEW K.14376 HME,(•(T in4 M ALUMINUMULLIONS Y uY i J. Y, plpe view ( ATTACHMENT INTO 4 N' M14UM1yy± MULg,QN • • • • • • • • • • •• • • • • • • • • • • • •• ••• • • • • • • (2) 1/4.20SMS SCREWS PER SHEAR BLOCK (GRADE 5 MIN.) INTO 1/8" MIN. THICK ALUMINUM (8063-TS MIN,) ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • •• •• 1.653 • 1 e LIU 0.740' 0.173' lam SMALL MULLION •0979'+ 0.118'aC ),. v 0.748'.w.,. SMALL MULUON MODIFIED 6.118"00.F18 �.. 4 11 ii 0.173" '! LARGE MULLION AROo, 6 Tie 51 TAA41O1 4 • • ••• • • •• •• • • •• • •• • • • • • •• •• •• •• • • • • •• •••• •• • • •• •• • •• • • ••• • •• • • ••• • • • • ••• i h ' i •f ;i 'I' CUP (TOP VIEW) 3 3/4' ---- .y -2 1/4" t..._._..... 3/4- (? -r CUP (FRONT Vi£W) i2, 0 0 6 3/8' -..-- - 11 'ANGLE" CUP (TOP VIEW) ANGLE' CUP (FRONT VIEW) .-1. I/4"-4--t I/a^J..3/a..• • i • !• • •• •'• • ••, • _. • • • • X • t --y. ••f • • • •• ••• • • ; • :,• • •: ••a • • •• • "ANGLE' CUP (TOP VIEW) `ii'ANGLE' CUP (FRONT Vl£W) L `S 0.120' _...�.,, .;.. ....:._.... :_.. _.._....»-. ._.....� ....�....._ _.. _._.._...._.,._...;...,.,,,..�.. CUP (FRONT VIEW) ( ,) ANGLP CUP (FRONT VIEW) ANGLE' CUP (FRONT VIEW) ••• • • • • • • • • •• • • 314• -' • • • • • • • • • • • • • ••• t -21/a' t 3/4' it • • • ••• ••:. I i# S I 1/0 ♦ l 3/8 + 3/E" t„ "ANGLE' CUP (TOP VIEW) {» -r CUP (TOP VIEW) Si 14 iy 0.125' �7. tee__ t,..,_,_�... _;0,120' 'T" CUP (FRONT VIEW) 1 3 1/2' ANGLE" CLIP (TOP VIEW) 0.125' _.._...,,._..___............ _.._..,_-,. ,,FMWc . IIEVJARDO. P.EI $49 • P NI 16-3151 *um L OtTNLS I J•,AGE Ok�CRJ►TIOM� 1,4 • -- 3 3/8"--•--.-------F 1 '+"ANGLE- CLIP (TOP VIEW) 0.12S- -,, ANGLE" CLIP (FRONT VIEW) TEM I PART- No. 1, QUANTITY • • ••• • • • ••• • • •• • • • • •• • • • • • •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • ••• • • •• • • ••• • ••• ••• • • ••• • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • 1—?;x3"x1" •• • • • •• ••• 3/8"�—�t-'5!8'• ALUM (&83-T5) • •� 4 1 ' - y "�� SHEAR BLOCKS •_ • } • •• • • • • • t:•• { SIB".-F--_• ,-Ja*xi'= x1" r' '--• a i fi' ALUM (6063-T5) m t SHEAR BLOCKS fl N } impp ��- ` i 318" -' LARGE SHEARBLOCK DESCRIPTION • is t. t?i: t _. ALL,: i At A'1\ C ,Ai L4+1' Li' At:C L •• • 3 .9a` x 7g" STEEL .-• REINFORCEMENT BAR • • •• SMALL SHEARBLOCK STEEL REINFORCEMENT .TRFtIAi..5 MATERIAL, ;ALUM t+_, O JLi--TS ;A,..:'k':.A.- bO1 - is REM ARKS A, 6.b3 _ EC tit'lr 4Vr.� .. �A:U}al4.c t,l '•f' f:':;d'' )41.t,,1: - A_. co-i T!i r`r__. W ..i 1 kp".: �•;. t;� WIN: IV Ij,VI'JU.',i ;ALU}.,,ittrM ' {_ARCA, A, i l 1 'ka x STEEL REINFORCEMENT BAR STEEL REINFORCEMENT !A•wN A,. 66 , i.- U,, L W.0 ;Jrt f" A([t`l I ,I Sl:iP+t,„ G ;E E O .....t}A t.V tt I.4 JL;,Ivtt 1.CC 1Y'Tk �i+n,L k211'At) ,-0 �Jit e:�hl ;A.U/ Fits :a_- `.1, £.. 'Ng!,'LF v£ f.1UAl lvt+" }.4„1U014 }% i nr+ r.tJ� 4t f + ter HEAR Ft N R ,....._•...... <.iIV GnC. ;'': JS rry,,r4 SttALL, n r1k4 )11,1t :Rl'L1 o F,AR ; -.x EL. 66,N. ...,r8tr, Mrt; tAwCl ,r;::`..r+,tt mutr'r°} E?AR4 6 a EE, A A. �J, t V 1 SI-0/..6 lttl`a +ttM t':.!i !. 3•. vxi cr 16-3151 101 e�xetutgti; FLORIO. OEPARTMtNT OF Business Florida 2 6`r r Professional Regu ation OBPR DIVISION'S CONTACT OBPR BCIS Home 4 Log In I User Registration f Hot Topics I Submit Surcharge 1 Stats & Facts f Publications FBC Staff BCIS Site Map 1 Links I Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived FL18429,. 41 st New 2014 I Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Product Manufacturer La Finestra, LC •• • • • • Address/Phone/Email 2790 NW 104th Court • • •••• Miami, FL33172 •••• • •••• •• (305) 599-8093 • •' •• ' brunosalvoni@lafinestra.us • • • • Authorized Signature Cook William willycook@bromleycook.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Exterior Doors Swinging Exterior Door Assemblies .••• ••.• • • • . . • ..•. ..•• • • •• •• • • • • • • • .• • • • • • • • • • • • • . • • • • • •• • • • • . • • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed William D. Cook the Evaluation Report Florida License PE-43904 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 04/30/2018 Validated By Frank L. Bennardo, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL18429 RO COI Certificate of Independance for EKU-53 OS Door.pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Year TAS 201-94 1994 TAS 202-94 1994 TAS 203-94 1994 Approved Testing Lab FL18429 RO Equiv EQUIVALENCY LETTER-AAMA 501.�df Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products' �w Method 1 Option D 08/28/2015 02/12/2016 02/14/2016 FL # .s- Model, Number or Name Description 18429.1 EKU-53 Outswing French Door EKU-53 Outswing French Door (LMI + SMI) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +110/-110 Other: Installation Instructions FL18429 RO II PRODUCT APPROVAL EKU 53 OUTSWING DOOR DWGS.pdf Verified By: William D. Cook 43904 Created by Independent Third Party: Yes"". Evaluation Reports • • • • • • FL18429 RO AE EVALUA ION REPORT 6i(&J•53 Door 2016r. • 02-12.f ••.. • ' p Created by Independent Tom party: Yes • • • •••• • • ••.• •. •. Contact U5 :: 2601 Blair Stone Road Tallahassee FL 32399 phone: 850-48:182g ' • • • • • • • • • • • • .• • • • • • • • • • The State of Florida is an AA/EE0 employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement • • • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in responsg fo a public-rece3rds'rvue st, do not send • electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.4874305. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: el:MscA121 Credit Card Safe securityMETRICS' Bromley • Cook. I ENGINEERING. STRUCTURAL ENGINEERING SERVICES PRODUCT EVALUATION REPORT EKU-53 OUTSWING ALUMINUM FRENCH DOOR: Product: FL18429.1 EKU-53 Outswing Aluminum French Door Large Missile Small Impact Resistant. Manufacturer: La Finestra 2790 N.W. 104 Court Miami, FL 33172 (305) 599-8093 5440 N.W. 33rd Avenue Suite 100 Fort Lauderdale, F1 33309 tel: 954-772-4624 fax: 954-772-4634 ••.. • • • • •••• • • • • •• • • • • 9 • • • • • •• • • • • • • Statement of Compliance: This report evaluates the above -listed product mate •••••• • requirements of FAC Product Approval Rule Chapter 9N-3.005 (4), using 914.3.005 .... • • Method 1-D (Engineering Evaluation). This product complies with the requirermerits of Nei : Florida Building Code both inside and outside of the High Velocity HurricanO•ZOh2. The • •• product testing standards performed are outlined below, • • • .. • Technical Documentation: • • • •.. • • • •• 1) Installation Drawings FN-EKU53-FD, Signed and Sealed by William D. Cook, P.E. on 08/28/2015. 2) Testing to TAS 201, TAS 202, and TAS 203 from • Hurricane Engineering & Testing Inc. 6120 NW 104 Court, Doral, Florida 33178, Test Reports No.: HETI-08-2005, HETI-08-2020, HETI-08-2163, HETI-08-2076A, HETI-11-3365 all dated 10/31/2008, all Signed and Sealed by Candido Font, P.E., • Hurricane Engineering & Testing Inc. 6120 NW 104 Court, Doral, Florida 33178, Test - Reports No.: HETI-09-2627, HETI-09-2677, HETI-10-3002, HETI-10-3003, HETI-10-3009, HETI-10-3010 all dated 04/06/2010, all Signed and Sealed by Candido Font, P.E., • Fenestration Testing Laboratory, Inc. 1677 West 31st Place, Hialeah, Florida 33012, Test Reports No. FTL-4531, dated 07/11/05 and Test Report No. FTL-3881 dated 10/18/04, both signed and sealed by Edmundo Largaespada, P.E. 3) Supplemental Calculations to support FN-EKU53-FD, signed and sealed by William D. Cook, P.E. Bromley . Cook- ENGINEERING. STRUCTURAL ENGINEERING SERVICES 5440 N.W. 33rd Avenue Sulte 100 Fort Lauderdale, F1. 33309 tel: 954-772-4624 fax: 954-772-4634 Limitations of Use for this product: _ • See Installation Drawings FN-EKU53-FD for approved anchor methods and spacing. • Product is impact rated and does not require the use of shutters in windborne debris regions: • Maybe used inside and outside the High Velocity Hurricane Zone. • See Installation Drawings FN-EKU53-FD for size and design pressure limitations Certification of Independence: Bromley -Cook Engineering and William D. Cook, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in another entity involved in the approval process of the product named in this evaluation • • s % .1. t.1.1.1.7.1.7.: • • •••• •••• .V. • • • •For fQt r"questinalease contact this firm. • • zs p:- ▪ ▪ s - •• • • • �F • .. .. `. Willi C000pri ,4.0 •• • �0,p•,F l E .„'c4i•• • • • #i.ONA • • ▪ • % ••▪ • ••• • •• crite 1 2 2016 •• •• • • • • • • • ••• • • • • • • •• • • • ••• • •• • • • • • • • • • ••• •• •• • • • • • •• • • • • • • • • • • • • LA FINESTRA, LC SERIES: EKU 53 OUTSWING FRENCH DOOR (HIGH LOAD) TYPICAL UNIT ELEVATIONS MAX. DOOR SIZES SHOWN _ MULTIPLE UNITS STACKED SIDE BY SIDE MUST HAVE APPROVED MULLIONS BETWEEN EACH WINDOW FRAM E •(SEE ALTERNATE CONFIGURATIONS ON PAGE 2) • SEE PAGE 6 FOR CLUSTER QTYS. 1 72. • 4IP SEE ANCHOR SCHEDULE ON PAGE 6 FOR ANCHOR TYPES AND SPACING 4. O.G E t,' L J,.t.J!c_ • • • • • MAX IRMIR NAIL • SEE PAGE 6 FOR ANCHOR CLUSTER GINS. T• 14' CHOR SCHEDULE / .. E 6 FOR ANCHOR--� TYPES AND SPACING 14• • • • •_ • • -,-• •._ __. • • • • • • • •• • • • • • • • • 1.• • • • • • • • • 4i • • • •.. . •"'-.-T2•-. _ ••• •• • •.: • 7 ••- • •� •• •SE P •..OAR': .• SEE ANCHOR SCHEDULE N-PG. 8 FOR ANCHOR TYPES & SPACING •. 4,1 1 .4., T 1r1' k+ Ficti SEE ANCHOR SCHEDULE ON PAGE 6 FOR ANCHOR TYPES 'AND SPACING 11. 1. THIS SYSTEM HAS BEEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE AS DESCRIBED IN THE FLORIDA OUILDING CODE 5TH EDITION (2014) 2. THIS WINDOW SYSTEM HASBEEN itSIE0, ENGINEERED AND APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN SCHEDULE. SEE;ANCHOR SCHEDULE ONPAGE8 FOR ANCHOR •TYPES AND SPACING 3. BUCK, OPENINGS & BUCK FASTNERS:MUST BE DESIGNED & INSTALLED TO WITHSTAND WIND LOADS FOR EACH 'APPLICATION. THE DESIGN & ENGINEERING OF BUCKS SHALL BE PROVIDED BY 'THE ENGINEER OF RECORD' • _ 4. BUCK FASTENERS MAY NOT • EXCEED 18' 0.C. SPACING AROUND. OPENINGS.._ 5. THE SrsItM SHOWN HEREIN WAS TESTED FOR WATER, AIR, IMPACT. CYCUCT., -• & UNIFORM STATIC AIR !PRESSURE TESTING IN CONFORMANCE WITH ,DADE COUNTY PROTOCOLS TAS-201, 202 & 203. asr• fltr: 6. ONE—THIRD_ INCREASE IN ALLOWABLE, MATERIAL SIKtSS OMITS FOR SHORT DURATION .WIND LOAD NOT USED IN THE DESIGN .CALCULATIONS. EXCEPT. 1.6 WINDLOAD FACTOR FOR WOOD. 'AC '- - SEE PAGE 4 FOR ALLOWAOLE WIND PRESSURES E AND GLASS CHART.• -+ - r 1 -t —y '6 1 5 1 g 1 ;DRAMS . No. FN—EKU53—FD swam: 140E 15 ' LHIAMI-DOPE COUNTY APPROVED- MULLION BETWEEN UN178. �} NOTE, MUST USE MULLION ANCHOR CLIPS A8 PER NOA '40" MAX. y72" MAX. MULLION ANCHORAGE AND. LOAD TO BE REVIEWED AND APPROVED BY BUILDING DEPT. OFFICAL ". MIAMI-DADS COUNTY APPROVED MULLION BETWEEN WIT NOTE, MUST USE MULLION ANCHOR CLIPS A8 PER NOA P1..1_I014 NCHORA8e AND LOAD '4' -I--, '(yT, o . BE REVIEWED AND APPROVE. -. •y)• v , BY BUILDING DEPT. OFPICAIL ; MAX 40'. MAX. _ , s\ USE TRIBUTARY WIDTH A8NOTED / is O DETER'DNE'ALLOWABLE MULL! "PANS A8 PER MULLION N.oA 7 te' (.487•.jGLASS T I% LAM 0R 9 18" (.838") TNK. O LAM. GLASS .,I:, WEDGE OASKE 4110 0.... DOW CORNING 995 OR PECORA 8 ® _ ,.,.-..- O SETTING' BLOCK SILICONE CIA ALTERNATE CONFIGURATIONS .... WITS MAY BE M8TALLED WITH A MIAMI-PAPE COUNTY- • EACH APPROVED PRILLION BETWEEN CH DOOR' FRAME. TI4E LOWEST DESIGN PRE88URE FOR THEE c, wYs DOOR TRANSOM OR MULLION ULL CONTROL PILLION ANC14ORAGaE D ` "'; LOAD " TO BE REVIEWED AND .40' MAX. APPROVED BY BUILDING DEPT. OFFICIAL EXTERIOR A50' MASS BRE GLAZING DETAIL F' GL-1 GL"=3 THRU GL-8 (LAMINATED) SCALE: N.T.S. LAZING a NOTE: SEE ALLOWABLE 0.40. SCHEDULE ON P0. 4 FOR MAX. DESIGN PRESSURES L _ EXTERIOR BEE. PG. R. FOR ANCHOR CLUSTER fTY'8 AT HEAD 4 SILL, TRANSOl PRAME,FRAMES MUST WAVE MIAMI-DADE COIMTY-., PRODUCT APPROVAL-(N.OA) I r. MIAMI-DADE COUNTY APPROVED MULLION BETOEBN IN1T8..- , •�� NOTE: MUST USE MULLION ANCHOR CLIPS A8 PER NOA OR 9 18" •(.LAMS. OVERALL LAM.. GLASS f . /. 1 8 WEDGE •GASKET i', ' 11 GLAZING BEAD , 'Y SEE PG. 8 FOR ANCHOR CLUSTER p ,GITY'B AT HEAD 4 SILL ', a. I t• EXTERIOR iciAss °TE H1.114111' IIcuss cent DOW C0RNING 998¢ • �S9JCONE (TYP)®.. s IN a R' • ,• • • • -AP "'• ""• f ' • ssECO W00D :R e • •• • • • 00W CORNING 995 • • • • +••+.OILWICONE'(TYP) PECORA 89¢¢ - 'nt• "OPTIONAL" N,GLAZING DF,TAIL•GL-1 (•WITH•WOOD••TRIfi4) NOTE: MAX.SDESIGN t37ES4URE - +80 6-8C P.CF. • • • • • •• • • • • • • • • • • • • • •• • • ••• ••• • '• ••• r 111 11 -72" MAX. �.... ! ..mot /4 i, 7sp - T m :' tn. AIR SPACE 1 }'` i 1 ! ) 1 y,`7; , 1 1/4" NOM. OVERALL THICKNESS 7/15" LAMINATED +'1/2 AIR SPACE + 3/18- -• •B; iWEDGE OASKET 18 GLAZING BEAD d GLAZING DETAIL GL-2(LAMINATED/INSULATED) SCALE: N.T.S. NOTE: MAX. DESIGN PRESSURE +80, -80 P.S.F. 6 a S 1 1 DRAWING Na 0 FN-EKU53-FD SHEET, 2 OF 18 • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• 1 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • •• •• •••• • • •• • • • •• • •• •• • • • if ••• • • • 0 ••• SERIES--EKU-53 ALUMUdlll41••oui-ev iNG-Ds ceR:-= (UNIT ELEVATIONS VI dJab; NOV:. e TEtIQf�)- ••:•. Tz MA. Nwt ww:w. / g - ANCHOR CLUSTER 36 3• SCHEDULE PAG. 6 r (IYP.) 0 ' I-14. 0.C. MAX. 0 • W © 14 0.11. 5 � \ P4 2HIM CLU + p . HINGE OPTION. ` ' SINGLE HINGE PAIR EQUALLY {SPACED. ®OR(�, RI - e : /i AM 17 rl1 I 6 tr -WWWI:i� r (m•)..Lt••' i SEE ANCHOR SCHEDULE ON PAGE 6 FOR ANCHOR TYPES AND SPACING NOTE: FOR ODD NUMBER OF ANCHORS IN CLUSTER. INSTALL �ANCIlOR IN CENTER OF INTERLOCK. • •• • • • • • •• R, .6 • _ • • LOCA7101* • HEAD • • • 1 SILL OPTION, IRS CO E6 TERED PAIR EQUALLY SPACED. HARDWARE ®OPERATING HANDLE ©6-POINT Locr.m SYSTEM @MUSFIROOM HEAD AND KEEPERS ®FLUSH 150LT HINGE OPTIONS PER LEAP: © ore RECTANGULAR DOOR 12m' TALL: 6 II1DIVIDUAL PAIRS OR (4) CLUSTERS OF 2 PAIRS. ARCH TOP DOOR 120' TALL: 5 INDIVIDUAL PAIRS OR (4) CLUSTERS CP 2 PAID. RECTANGULAR DOOR 96' TALL+ 4 INDIVIDUAL PAIRS OR (5) CLUSTERS C>F 2 PAIRS. ARCH TOP POOR 86' TALL: 4 INDIVIDUAL PAIRS OR OF 2 PAIRS. GLAZING SEE ALLOWABLE GLASS DLO. CI -{ART ON PAGE 4 72', M. FAME WIDTH r (NNP.) / 1 SEE ANCHOR SCHEDULE .tl CN PAGE 6 FOR ANCHOR. TYPES AND SPACING NOTE: FOR ODD NUMBER OF ANCHORS IN CLUSTER, INSTALL ONE ANCHOR IN CENTER Of INTERLOCK. HINGE OPTIONS 2 PAIRS CIF HINGES CLUSTERED ©OR© Y DPo1WR41 No- US3-FD SHEET: 3 OF 15J DOOR GLASS SRE CHART MAX. ALLOWABLE DESIGN LOADS (P.S.F.) FOR IMPACT DOORS OZE SASS TYPE S.-1 LASS TYPE GL-2 GUSS TYPE to-3 LASS TYPE GL-4 GABS TYPE GL-5 LASS TYPE GL-6 CUSS TYPE GL-7 GLASS TYPE 01-8 WMTH (W) 21 3/4' 25 3/4' 27 1/2' 28 15/16' 20' 30 3/4' 42 3/8' 65 3/4' 70 3/4' 1JD(+) . cat-) 110 •110 110 110 110 110 110 110 EXT(+) pig-) 80 80 80 80 80 80 80 - 80 ca(+) . I(-) 110 • 110 110 110 110 110 EXT(+). EXr(-) 110 110 110 110 90 90 90 90 Exr(+) cat-) 110 110 Exr(+) Exr(-) 110 110 110 ' 110 110 110 110 110 EXT(+) Ea(-) 80 80 80 80 80 80 80 80 EXT(+) cat-) 80 80 BO 80 80 80 80 80 110 a 110 80' 80 90 90 110 110 80 80 80 80 90 90 110 110 80 80 80 80 90 90 B0 -80 80 -. 80 - 80 , 80 - se. 80 21 3/4' 25 3/4' 27 1/2' 28 15/16' 30' 42 3/8' 21 3/4' 25 3/4' 27 1/2' 28 15/16' 30' 30 3/4' 42 3/8' 80' 85' 110 110 80 80 110 110 110 110 110 110 110 110 110 110 110 110 80 80 110 110 - 90 .90 110 1` 110 110 I 110 •110 . 110 110' 110 80 80 :80 80 80 80 110 110 110 110 90 <90. 90 x 90 90 l90 110 110 110 110 110 110 x 110 110 '80 80 110 110 90 90 110 110 80 80 98.9 -98.9 90 .90 110 • 110 .8 80 98.9 98.9 90 •90 110 . ` 110 969 98.9 90 •90 98.9 98.9 90 -90 21 3/4' 27 1/2' 28 15/16' 30 3/4' 42 3/8' 21 3/4' 27 1/2' . 28 15/16' 21 3/4'.„ 27 1/2' 28 15/16' 21 3/4' 27 1/2' 28 15/16' 21 3/4' 27 1/2' 28 15/16' 21 3/4' 27 1/2. 28 15/16' 87' 90' 104' 108' 110 110 80 80 110 110 80 80 110 • 110 80 80 110.a 110 80 80 80 80 80 80 : 80 . 80 80 80 80 . '. 80 80 >-I 80 80 Bo 80 80 10 ., 80 �80 80 110 1/2' 80 80 80 80 IO 80. 80 80 ' 80 ^ 80 80 80 80 : 80 80 -80 . 80?1 80. 80 . 80 80 • .. 80 80 a 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 I,I 14 90 90 90 -'90 90 90 90 90 90 90 _110 -110 ><- NOT ALLOWABLE '11 S. 4. ' Yn ,., 11 I r1 •�k • , 1 _• z c` L'f'+. rs'. •..o •-'• • x :yc •i • • • • • ••• • • • • • • • •• • • • • • • S. MAX. PANEL FRAME WIDTH D.LO. +9',FOR DIE j16012 (j2) ._ D.LO. -+ 7.62' FOR DIE j16013 (j2A) NAIL PANEL FRAME HEIGHT D.LO. +9' FOR DIE j16012 (12) D.LO. + 7.62" FOR DIE 016013 (j2A) WATER INFILTRATION TEST PRESSURE - DOORS UP TO 98' TALL : 16.5 PSF :-DOORS UP -TO ,120' TALL : 12 PSF WITH STANDARD THRESHOLD - ADA COMPUANT THRESHOLD NOT APPROVED FOR WATER INFILTRATION. GLASS SCHEDULE : _ LARGE MISSILE IMPACT RESISTANT.. = 7/16' (.4581 LAMINATED 3/16' (.182') as., .090' P.V.B. BUTACITEE BY DUPONT RNTERIAYER 3/16' H.S. I'1 = 1-1/4' (1.136') HistANED/LWMATED 1 3/16' (.182') HS..- - .090' P.Y.B. BUTASTE BY DUPONT INTENUYER 3/16'H.S.- +il. 1/2' AIR SPACE - a 1 3/16' TENDERED } 'I LGL-3I I a-4l = 7/16•. (.458') LAMINATED 3/16' Oaf) ANN.- .090' P.V.B. SA/13X BY E CHEMICAL COMPANY INTEHLAYER - r'3/16' ANN. y.+ = 7/16' (.454') UNMATED3/16' (.182') H.S. - .090' P.Y.B. SAFLEX BY EASTMAN CHEMICAL COMPANY O0E8LAYER - 3/16' H.S. !ft't'. �.-xri = 7/16'.'(.454') LAMINATED 3/16' (.182') AIM. - - .090' P.V.B. BUTACTIE BY DUPONT INTEIMYER - L, 3/16' ANN. 1.' F:n a, iti, ,• ) i rail = 9/16' (.536') LAMINATED , y. la.,a. .090• P.Y.B.BUTACITE BY DUPONT MIEIBATER - y ' 1/4• (.2237 H.S. - 1 GL-7I r - rl = 9/16' (.538') LAMINATED 1/4' (.223') H.S. -y .090' SENTRY CLASS BY DUPONT INTERUYER - 1/4' H.S. r•:1 .1 RUC= 7/16' (.454') LAMINATED L�:_ Is • 3/16' (.182) H.S. - - _ i. .090' SENTRY CLASS BY DUPONT 11TEIIAYER - -3/16' HS. -' , - ',;r. - TESTED GLASS TYPES (MAX. D.L0 SIZE & PRESSURES) ' GLASS TYPE MA30MUM O.LO. MAX DESIGN PRESSURE GL-I 30'Wx87'11 ,- 2TWx110'11 +110.0/•110.0P5F GL-2 :" .•- 27 1/2'Wx 1101/2'11 y-`:, x '28I5/16'Wx110'H 01-+80.0!-80.0 P5F +80.01-80.0 P5F • • ••• • tL-3• •• • • •• •• -••• ••2J.112'Wx85'II •30'Wx85'H.. , T� '�• •30'Wx85'11 Lbft15/16'Wx 110'11 +110.0/-I10.0 P5F +98.91-98.9 P5F, , +I 10.0 /-110.0 I5F +80.0/-80.0 P5F GL-5 213/4'Wx85'11 +II0.0/-I10.0 P5F • GL-6-6 • • • 30.3/4' W x 70 3/4' H -4 �r- •. • • • t ,•r •, Gcjr ! •- t ••• • ••�• • ._ 653,1 x703/4' I t! H • .• •_ •: • �g•_ •• t 1 • ,••• '••• ▪ • ••• • 4' W x 70 3/4' H • •µ• •.• ti.. .,•-• ....,,. • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• +100.0/-I 10.0 P5F +80.0/-80.0 PSF +80.0/-80.0 PSF 2 1 `tuwryiy ` $y 1 it 3 , OR4WRN3 No.. FN-EKU53-FD, SHEET, 4 OF 16 1 x P.T. WOOD BUCK (ENGINEERED SEPARATELY) ANCHORS FOR WQOD4 s WOOD BUCK BY OTHERS • G — d.: 4 UT .1•• 1 1/2' - YIR. EMBED CONTINUOUS SEALANT ' & BACKER ROD - 4 CONC. SUBSTRATE r EXTERIOR STUCCO • FINISIH • •_a P.T. 2 X 4 WOOD BUCK ENGINEERED SEPARATELY d • 'ANCHORS FOR WOOD BUCK BY OTHER a • • CONTINUOUS SEALANT "& BACKER ROD ti INTERIOR FINISH OR@ 1/4' MAX SHIM. 1 JAMB DETAIL (CONC. SUBSTRATE) 5 ii INTERIOR FINISH m 4 1/4' MAX. SHIM 1 IEXTERIOR JAMB DETAIL (SIMILAR TO HEAD) WOOD SUBSTRATE .INTERIOR FINIS ' 1/4' MAX, SHIM 1/8" MIN.;.THICKNESS STEEL OR ALUM. CONTINUOUS SEALANT & BACKER ROD 014 1 DRAWING No.. . FN—EKU53—FD SHEET: 5 Of 15 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• • ••• •• • •• • • •• •• • • •• •• • • • • • • •• • • • •• • • • • • '•- • .• - • • • •' •. • • • • • • • • • EXTERIOR QASTRAGAL DETAIL 5 EXTERIOR JAMB DETAIL (SIMILAR TO HEAD) METAL SUBSTRATE 27.1/2"-1.1IN. EDGE DIST...._ `EXTERIOR STUCCO FINISH . ,M1R 4 `n..0 ONTINUOUS'SEALANT sza & BACKER '120 La La 1- X ,ONE DRAIN ;SLOT AT ..EACH END CONC. SUBSTRATE I; Y ' ' r 4CONC. SUBSTRATE" ANCHOj1S FOR WOOD WOOD BUCK BY OTHERS EXTERIOR STUCCO FINISH IX OR 2X CONTINUOUS SEALANT P.T. WOOD BUCK & BACKER ROD ENGINEERED SEPARATELY) -INTERIOR FINISH 3 • HEADrs`.DETAIL (CONC. SUBSTRATE) CONTINUOUS SEALANT 'BED - AT. SILL. TYP.-• 2-1/2" MIN. EDGE DIST. SILL.. DETAIL (STANDARD THRESHOLD) '72— La FW r 1/4" MAX. SHIM EJD(iE DIET. .II:• ANCHORS FOR WOOD 1WOOD BUCK BY OTHERS 1 P T:12 X `4� WOOD BUCK' (ENGINEERED SEPARATELY) • INTERIOR FINISH . ANCHOR CAPACITY I/4" DIA.B.CO IR-TRACON EDGE 06T. 2 1/2" MIN. SPACING 4" MIN. Ti , EMBED 1 3/4" LAN. INTO GROUT RUED ;s MASONRY DR EMBED 1 1/2" MIN. INTO 3000 ►51 CONC. START 7" FROM ENOS BALANCE PER CHART., 33 HEAD DETAIL (WOOD SUBSTRATE) s t r� • NTINUDUS• SEALANT) BED44T SILL TY Pd • • • • • 1/2" MIN, EDGE DIST • ACA.I�IIPWMT NOT APPROVED FOR WATER. 9 INFILTRATION1t MAI DP.= iDO/-90 PSF CHART (CONCRETE SUBSTRATE) MAXIMUM DE W►R ABLE • ANCHORS AT JAMBS QTY. ANCHORS AT HEAD OR SILL INTERLOCK (PI/ IPAME INSERT) 60, P.S.F. 15-1/2"C/C UP TO 96 2' UP TO 120 3 < 70 P.S.F. 15-1/2"C/C 2 3 SR PO 3 FOS HEWN CND. SOL NA MONO < 410 P.S.F. 15-1/2"C/C 3 < 90 P.S.F. >90-110 P.S.F 15-I/2"C/C 15-1/2"C/C 3 3 3 N/A N/A ANCH /14 PJLS.M.S ? - OR #14 SELF DRIWNG INTO 1/8" THX. .ASTM A36 i •START•7" FROM ENDS, -BALANCE PER CHART. OR CAPACITY SPACED 4" APART CHART (STEEL SUBSTRATE) MAXIMUM ALLOWABLE 00104 PRESSURE ANCHORS AT JAMBS QTY. ANCHORS AT HEAD OR SILL INTERLOCK (W/ FRAME INSERT) UP TO 96" UP TO 120' < 80 P.S.F. 15-1/2"C/C 2 3 < 70 P.S.F. 15-1/2"c/C 2 3 < 80 P.S.F. 15-1/2"C/C 3 3- -< 90 P.S.F. 15-I/2"C/C 3 N/A SEE PO 3 FOE REAM DEL IRL YAE SPA09I >90-110 P.S.F 15-1/2"C/C 3 N/A SPACED 2 1/2" APART — p4 P Ha y� .ANCHOR `CAPACITY CHART (WOOD SUBSTRATE) • • • • • • • •• •• •• •• f'• EMBED 1 f MM..• - �• •70P•OF• •• •-- • WIG NO. 4 SW. LA &ONO. SW' • • • �- OR •• •W■T7°•• • CONTINUOUS 'SEALANT gµµ PER . CHART. " • • ad .• •'.. • • • • • • •..• •• • • • '1 • • • •• • •. • • •• • • SILL DETA' :VDIA•THi2E5�•t01iD; SCALE: 1/4"= 1'-0" • • • • • I • • • • • - MAXIMUM ALLOWABLE OESIOS PRESSURE 'ANCHORS AT ;JAMBS QTY. ANCHORS AT HEAD OR SILL INTERLOCK (W/ FRAME INSERT) UP TO 06" UP TO 120" < 60 P.S.F. 12" C/C 4.; 5 < 70 P.S.F. 12" C/C 4 5 < 80 P.S.F. 12" C/C 5 6 < 90 P.S.F. 12" C/C 5 N/A >90-110 P.S.F 12" C/C 6 N/A SPACED 2 1/2" APART • SI Pi 1 0NTE: 10/16/2014 a 1 5 b DRAWING No.: FP4—EKU53-FD SHEET. 6 OF 16 • • ••• • • • .••• • • • • • • • • • • • • • • • • • • • • • • • • • • • -••-••—-• • • •• ••_.• • • • • • • • • •••� • • • 000 . • • 000 .• .• . • • •• •• • • • . •• •• •. • • • • • • • • • • • • • • . •• • • •• •• • • • ••• • •• •• • • ••• 1 °COMBINATION 1 :PROFILE -CC kY.1, ATIQN i z.. • • • • • • • • • • • • • • • • • • • • • • • • • O • EXTERIOR MAXIMUM P.S.F. O 96" +110.00 -110.00 DESIGN PRESSURE - WATER INFILTRATION TEST MAXIMUM P.S.F. 0 120" +80.00 -80.00 DESIGN PRESSURE - WATER INFILTRATION TEST °COMBINATION 2 ••• •• • • PRESSURE = 13.5 PSF PRESSURE = 12.0 PSF MAXIMUM P.S.F. O 96" +110.00 -110.00 DESIGN PRESSURE - WATER INFILTRATION TEST PRESSURE = 13.5 PSF MAXIMUM P.S.F. 0 120" +80.00 -80.00 DESIGN PRESSURE -. WATER INFILTRATION. TEST PRESSURE = 12.0-PSF MOTE: PLEASE SEE D.P. LIMITATIONS'FOR GLAZING ON SHEET 4 °COMBINATION 2 WITH WOOD TRIM • MAXIMUM P.S.F. 0 120" +80.00 -80.00 DESIGN PRESSURE WATER INFILTRATION TEST PRESSURE = 12.0 PSF d- °COMBINATION3 ---PROFILE-GOM>3I NATIONS MAXIMUM P.S.F. O 98" +110.00 MAXIMUM P.S.F. ,O .120" •+80.00 °COMBINATION 3 WITH WOOF TRIM MAXIMUM P.S.F._0 120" °COMBINATION 4 MAXIMUM MAXIMUM - txIt111U'• -1._. -110.00 DESIGN PRESSURE - WATER INFILTRATION TEST PRESSURE = 13.5 PSF -80.00 DESIGN';PRESSURE ,- WATER INFILTRATION TEST'PRESSURE =-12:0 PSF‘ pri O NOTE: PLEASE SEE DP. LIMITATIONS FOR -- GLAZING ON SHEET 4 0D TRIM TYP EXTERIOR' +80.00 -80.00 DESIGN• PRESSURE - WATER INFILTRATION-TEST!PRESSURE =-12.0 PSF ', C EXTERIOR' • • i, • • - • • • • • • • • • • • • • • P.S.F. O 98" +110.00 -110.00 DESIGN PRESSURE-'1SAT41 1YFILTRATION'TEST RRESCURE P.S.F. 0 120" +80.00'-80.00 DESIGN PRESSURE - WAXER INALWRATION•T(]N••PRRSSURE • • • • • • • • . 13▪ .5 PSF • = 12.0 P!P• 1' 1 S 1 DRAWING Nw FN-EKU53-F0 SHEEP: 5 OF 15 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• •- • -• •• •• • • • ••• • • • • • • °COMBINATION 5 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • • •• •• • • • • • • •• •• • • • • • PROFILE COMBINATIONS, ; • •• • • • • • • •• • • • • •• • • • • • • • • • •• • • • • • • • • • •• • • • •• amp •• ��• • ••• MAXIMUM P.S.F. 0 98" +110.00 MAXIMUM P.S.F. O 120" +80.00 J. • • ' 1 =110.00 DESIGN PRESSURE -,WATER INFILTRATION TEST PRESSURE = 13.5 PSF -80.00 DESIGN PRESSURE - WATER INFILTRATION TEST PRESSURE = 12.0 PSF AriPt MAD isk oel °COMBINATION 6 .. °COMBINATION 7 WITH WOOD TRIM NOTE: WOOD TRIM IS OPTIONAL NOTE: PLEASE SEE DP LIMITATIONS FOR • GLAZING ON SWEET 4 EXTERIOR' MAXIMUM OF 96" H D.P..= +80 / -80 PSF WATER 0 12.0 PSF MAXIMUM OF 98" H D.P. = +80 / -80 PSF WATER 0 12.0 PSF 1 1 X 1 ONA 9NO Na. FN-EKU53-FD SHEET: 9 OF 16 L *:r E ). L...1i uF i T - - °COMBINATION .8 (ALTERNATE EXTRUSION) _ MAXIMUM P.S.F. MAXIMUM P.S.F. : `F 1 --PKOFIiE--COM BI NATI ONS • 98" +110.00 —110.00 DESIGN PRESSURE — WATER INFILTRATION TEST PRESSURE = 13.6 PR • 120" +80.00 '7.--80.00 DESIGN PRESSURE —, WATER - INFILTRATION TEST PRESSURE = 12.0 PSF -•' 7 . *' r y t _4 ,1 �__Y,.`' IS; _ .-I, ter'^ i COMBINATION 10 (ALTERNA• TE EXTRUSION) ' " + — EXTERIOR! f d- i%) `- `"` o. 1 MAXIMUM P.S.F. ® 88" +80 -80 DESIGN PRESSURE — WATER INFR,TRATION TEST PRESSURE _ •12 PSF —� I_a " t 9-I1 1,I .,..*- 7- •i • • i• • • •,•;;••, . .. •1!• Mi` tE• I T L. k ,x -1 ti". -.••.: •� • • •• • k- T1 v=.;1`,'; - " • I• -••••-• • •i•• ♦•i us I. Y4 • ;••••••• ••µ�•s r 1t S 1 iS ▪ =' ,` .,:,.. --\ • '-4--,7.t.,.- • • ' • • ••• • -f-1, •! +I " ,• • • • �• • • • • 4'• • t - • • • - i• • • • • • • • ! j • • •• • • • • • • ,) • t 1 , r" , ,f I ) 1; • ••• ' •-•• • • ••• _' ._ ,C': .,!_- r .<„ . f J ) 4:_, ),• • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • —•• •• • • • -•• •• • • • ••• • • • ••• rr • ,L NOTE: PLEASE. SE D.P. LIMITATIONS FOR GLAZING ON SHEET 4 ♦ 1 e • @ Y a ORM1NO No. , FN—EKU53—FD SHEET: 10 OF 15 1 • • ••• • • • ••• .• •• • • •• • •• •• • • • . . •• •• •• •• • • • •• • • •• •.•• •• • •• • • •• •• • •• •. • • • .•• • •• •• • • • • • °COMBINATION 11 _PROFI LE--COMBI NATIQN t. • :::- T �^--- - • • • • • • • • • • • • • • • • • • ••• mil- r :.• • • NOV I/ • MAXIMUM P.S.F. 0 98" +110.00 MAXIMUM P.S.F. 0 120" +80.00 °COMBINATION 11 WITH WOOD TRIM MAXIMUM P.S.F. 0 120" +80.00 -80.00 DESIGN PRESSURE - WATER INFILTRATION TEST PRESSURE = 12.0 PSF ±t 'R±a EXTERIOR) -110.00 DESIGN PRESSURE - WATER INFILTRATION TEST PRESSURE = 13.5 PSF -80.00 DESIGN PRESSURE - WATER INFILTRATION TEST PRESSURE = 12.0 PSF °COMBINATION 11 ALT. JAMBS I EXTERIOR' 'EXTERIOR' MAXIMUM P.S.F. 0 96" +110.00 -110.00 DESIGN PRESSURE - WATER INFILTRATION TEST PRESSURE = 13.5 PSF MAXIMUM P.S.F. 0 120" +80.00, __.-80.00 DESIGN PRESSURE WATER INFILTRATION TEST PRESSURE = 12.0 PSF NOTE: PLEASE SEE D.P. LIMITATIONS FOR GLAZING ON SHEET 4 - CVO 26 rts • • a 1 DRAWING No.. FN—EKU53-FD SHEET: .11 OF 15 7 _ 177 7' O COMBINATION ` 12 . °COMBINATION 12 WITH WOOD TRIM MAXIMUM P.S.F. 0 120" 'x 'f ft PROFIL-E:COMBINATIONS.-- --�--- #- �- ry-------� EXTERIOR! i MAXIMUM P.S.F. 0 96" +110.00 -110.00 DESIGN PRESSURE - WATER INFILTRATION TEST .PRESSURE = 13.5 PSF: MAXIMUM P.S.F. 0 120" +80.00 -80.00 DESIGN PRESSURE - WATER INFILTRATION TEST PRESSURE = 12.0 PSF 1 A ..:n'qi 1, i ... W,y1 /r. * ii Aoialairam, °COMBINATION 12 ALT. FRAME +80.00 EXTERIOR) I -80.00 DESIGN PRESSURE - WATER INFILTRATION TEST PRESSURE = 12.0 PSF — 9-,'• 3,1 1.1 't• - • • j I • • Ii 1 • • • ••. • • • • • • • • • • {-{ — \• • • • • • • • , MAXIMUM P.S.F. 0 98" +110.00 _-110.00 DESIGN. FRESSURC 7, :VA114 INFItTRATf0V T ST 'RESSUS: = 13 S?SF MAXIMUM P.S.F. Os 120" +80.00 —80.00 DESIGN PRESSURE • WAAE9 iNFILTR,YTIOM TEST PRESSUR. = tt*•PSF EXTERIO 1 .J. - - t E —...., '�.... . ''' : r 1• 1 • • • • • • • • • •••�� • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • -• •• ••- -•- • • • • • • • • • • • 000 TRIM TYP. NOTE= PLEASE SEE D.P. LIMITATIONS FOR GLAZING ON SHEET 4 0W.M1N0 No.. FN-EKU53-FD SHEET:'12 OF 15 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • •• •• •• • • • •• • • •• • ••• • • • • • • • • • • • • • ••• • • • • ••• ITEM ITEM DOOR PANEL-CORNERI DETAIL • ••• ••• • • ••• • • - -• • • • •• - • . • _ • • • • ,:. i (0;. • • • •a,• Itt:.., • • • • • • • • • • • • • • • :..•„t,. ••• • 1 Jr.. •• • • • .• ••• •• ••• ••• • •.:i4R •• ••. • .••��••• •�� • •• .. • • ...... ITEM ITEM _ Oti 2 ,: DOOR FRAME CORNER DETAIL NOTE: SEAL JOINTS WITH 1, • POLYURETHANE SEALANT DURING ASSEMBLY I� 3 I S 1 gNWINO No.. FN,:,EKU53-FD SIHEET: 13 OF 15 L. I1 011 - FRAME HEAD -JAMB -SILL OWITHOUT FLANGE) 4.41• 18012 - PANEL HEAD/JAMB/SILL 1.ti .. -,-, 1 - • .�, LOW 1A (012ITH -FFLANGE) FRAME HEAD -JAMB -SILL (W set• • O 17948 - FRAME HEAD ®18013 - PANEL HEAD/JAMB/SILL I ,.,,,,• • o • 1 L 1 Z18853 - PANEL HEAD/JAMB/SILL` 47 2D 16012-R - PANEL HEAD/JAMB/SILL ",.< - 6.1y \,... 4I, \,s ,,, 2.41• - 0216014 ASTRAGAL 2 0 17949 - FRAME HEAD 4141, Z19678 - PANEL HEAD/JAMB/SILL ' t2'r Q18853-R - PANEL HEAD/JAMB/SILL b4Ir • 04195 GLAZING BEAD 102666 WEATHERSTRIP GASKET 18 002/009 WEDGE GiSKiT •• t6.4• ,if rfS.:c 1 4'. 1 16013-5. - PANEL- HEAD/JAMB/SILL v !!P tc 016013-R - PANEL HEAD/JAMB/SILLI� 1` k i 4t � �� I i 1 04293 GLAZING BEAD k `1 • • • OOOOO • • ••• • • T •• • • • • • • • • • • • • • • • m (J • • • • • • Pa • a Nom • •. 5 ..100.BK • • • ••• ••• • • _,. y ., n1. Ie o� ••• • ACV• •• • • •RA•E INSERT ©092109 GLAZING BEAD • 1 •• 2 • • • ••• 61M • 1 11. .1111 t11I 3 1 O ANG No.. F14-EKU53-FD 811EE1,14 OF 15 • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • - •• •• -•- •-• ••- ••_ • -__ • • ••• • • • ••• I +a • • • ..• . . • •00 •• .• . • • •• •• • • • • •• • • . . • • • • • •.• • • • • . . • • • • • . • • • • • • • • • • SILL OF' MATERIALS ITEM PART No. QUANTITY DERCRI*(*T :. • MOEIDAI • E • •• • MANUFACTURER 1 7011 4 FRAME HEAD/JAMB/REEK/01 1 ! SILL ALE,L. •-6 60.T5 •LQEATION WINL�W FAME PROFILATI SpA 1A 7012 4 FRAME HEAD/JAMB/RESMENTLAL•SILL ALAC-6069-T5 WIIID0W FRAME PROFILATI SpA 1 B 17948 4 FRAME HEAD/JAMB/RESIDENTIAL SILL AL.AL -6063-T5 WINDOW FRAME PROFILATI SpA 1C 17949 4 FRAME HEAD/JAMB/RESIDENTIAL SILL ALAL -6063-T5 WINDOW FRAME PROFILATI SpA 2 16012 4 PANEL HEAD/JAMB/SILL • • • • ALAL -6240-T5• ViDOW iniAmE PROFILATI SpA 2A 16013 4 PANEL HEAD/JAMB/SILL • • •ALIAL•-6@63.T5.WINDOW FRAME PROFILATI SpA 2B Z19678 4 PANEL HEAD/JAMB/SILL •• •• .: ALIV.:-61:16015:*INDOW IFEAME PROFILATI SpA 2C 18853 4 PANEL HEAD/JAMB/SILL • • • ALIAL.-611163•T54 WINDOW FRAME PROFLATI SpA 2D 16012-R 4 PANEL HEAD/JAMB/SILL • • - • AI Ar.-68632T5• AIAD011 FRAME PROFILATI SpA 2E 18853-R 4 PANEL HEAD/JAMB/SQL ALAL -6063-T5 WINDOW FRAME PROFILATI SpA 2F 16013-R 4 PANEL HEAD/JAMB/SILL ALAL.-6063-T5 WINDOW FRAME PROFLATI SpA 2G 1801 3-S 4 PANEL HEAD/JAMB/SILL AL.AL.-6063-T5 WINDOW FRAME PROFILATI SpA 3 216014 1 ASTRAGAL ALAL. -6060-T5 INACTIVE LEAF PANEL JAMB PROFILATI SpA 4 4195 4/VENT GLAZING BEAD ALAL. -6060-T5 PANEL PERIMETER PROFILATI SpA 5 NOT USED 6 A8221 6/VENT 4" BUTTHINGES ALAL.-6060-T5 PANEL AND FRAME JAMBS MASTER 6A 160/12 6/VENT 4" BUTTHINGES ALAL -6060-T5 PANEL AND FRAME JAMBS CASA1I 7 N/A 2 EA. LOY OF Cuss 1/e• x 1/2- x a' Lc. SETINO BLOCK EXmuoED sum& 0 6" FROM ENDS GENERIC 9 0409 1 EA. CORNER FRAME CORNER KEY CAST ALUMINUM FRAME CORNERS MONTICEW 10 5004 1 EA. CORNER PANEL CORNER KEY CAST ALUMINUM PANEL CORNERS MONTICELL 10A 001 1 EA. CORNER PANEL CORNER KEY EXT. ALUMINUM PANEL CORNERS PROFILATI SpA 10B 002 1 EA. CORNER PANEL CORNER KEY EXT. ALUMINUM PANEL CORNERS PROFILATI SpA 12 SERIES 800 1/VENT OPERATING HANDLE ALUMINUM EACH PANEL JAMB PASNI 13 1025 2 TRANSMISSION MOVEMENT DEVISE ZAMA/S.S. PANEL JAMB ASTRAGAL SIDE ONLY GSG 14 1286 5-POINT LOCKING 5TalLM S.S. ACTIVE PANEL AMESBURY 15 FB-1300-20-SS 2 FLUSH BOLT S.S. ACTIVE PANEL SULLIVAN 16 4031 AS SHOWN MUSHROOM HEAD AND KEEPERS S.S./ALUMINUM PANEL JAMB AT TOP & BOTTOM GSG/LAFIN 16A CD-MPK-100-SS MULTIPOINT KEEPER KIT S.S./ALUMINUM PANEL JAMB AT TOP & BOTTOM SUWVAN 17 2666 AS REO'D. WEATHERSTRIP GASKET EPDM FRAME JAMB/ASTRAGAL/FRAME PANEL PROFLATI SoA 18 002/009 AS REO'0 WEDGE GASKET EPDM PANEL GLAZING PERIM. (INTERIOR) PROFLATI SDA 19 --- 2/EACH # 10 x 2 1 /2" FHSMS. (ASSEMBLY) PLATED STEEL FLUSHBOLT STRIKE PLATE --- 20 --- SEE ELEV. # 10 x 2" FH.SMS. (ASSEMBLY) PLATED STEEL ASTRAGAL (SINGLE ROW) --- 22 --- 2 EA. CORNER /14 X 3/4" R. SMS. (PANEL ASS'Y) PLATED STEEL PANEL CORNERS --- 23 895/995 CONTINUOUS STRUCTURAL SILCONE SILICONE PERIMETER GLASS TO METAL PECORA OR DOW COMBO 25 CD.100.BK AS REQ'D. FRAME INSERT ALLUM/NYLAN FRAME PERIMETER (SINGLE ROW) SUWVAN 26 SDG,SP.316 AS REQ'D. STRIKE PLATE S.S. ALONGSIDE FRAME (WHERE LOCK MEETS) SULLNAN 27 092109 4/VENT GLAZING BEAD ALAL -6060-T5 PANEL PERIMETER PROFILATI SpA 28 4293 4/VENT GLAZING BEAD ALAL -6060-15 PANEL PERIMETER PROFILAT1 SpA 29 2167/2168 2 FLUSH BOLT ZAMA INACTIVE PANEL GSG NOT USED: O 21 Q a 1 a 1 DRAWING No.. FN-EKU53-FO SHEET: 15 OF 18