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WS-19-1996Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS -08-19-1996 Permit Type: Windrows/Splutters L�0,1--,Classlflcatfon.- Window/Door Replacement Permit Status: Approved issue „Dat ,09/24/2019 Expiration: 03/23/2020 Location Address Parcel Number 173 NW 99TH ST, Miami Shores, FL 33150 1131010230400 :ontacts Laymis Alvarez Owner ADVANCE GLASS CONTRACTOR CORP Contractor 173 NE 99 ST, Miami Shores, FL 33150 LEANDRA RAMOS 2470 SW 122 CT, MIAMI, FL 33175 Business: 7865154360 LEAGLASSCONTRACTOR@HOTMAIL.CO Mobile: 7863345065 M Description: REMOVE WINDOWS FROM 8 OPENINGS AND ValLSqFeet: $ 8,144.00 Inspection Requests: INSTALL NEW IMPACT RESISTANT WINDOWS . 305-762-4949 Tot0.00 Fees Amount Application Fee - Other $50.00 CCF $5.40 DBPR Fee $2.70 DCA Fee $2.00 Education Surcharge $1.80 Scanning Fee $9.00 Technology Fee $4.50 Windows/Shutters Fee $130.00 Total: $205.40 Payments Date Paid Amt Paid Total Fees $205.40 Check # 6553 08/28/2019 $50.00 Check # 6591 09/24/2019 $155.40 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. �-4 A&Ir thorized Signature: Owner / Applicant / Contractor / Agent Date September 24, 2019 Page 2 of 2 BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 PERMIT APPLICATION 21"BUILDING ❑ ELECTRIC ❑ ROOFING RECEI v AUG 28 �kh FBC 20.11-+ Master Permit No. j s- o U -, cl- l qq(o Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ PLUMBING ❑ MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP Q ��// CONTRACTOR DRAWINGS JOB ADDRESS: 171T) NW. 55 5VCw- Folio/Parcel#: It_ZADI _i0EW Is the Building Historically Designated: Yes NO - Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): L-emm15 Phone#: 1 %ltl0 R5%_2/. M 11._1 --,c Address:. ) /..':) IN • City: - My0VA 1 . Tenant/Lessee Name: A/k Email: L�(�vjvc ;1-!-�7 &l _Cf Wai State: V= Zip: 1 , CONTRACTOR: Company Name: A �J A u C S C\ 1 ASS Q60-v6alm1c)1�hone#: �o c�-�ko Address: ) Q � City: c A State: 1'� Zip: Qualifier Name: P'Oncs N ALAcs Phone#: -A S 6 n gy d (& State Certification or Registration #:e Z 1 l Certificate of Competency #: DESIGNER: Archhitect/Engineer:AA�Phone#: ' I,A Address: N/jh't City: State: Zip: Ap / Value of Work for this Permit: $-Square/Linear a� Square/Linear Footage of Work: - Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition w Description of Work: t%enwye, 1fl/1r1G hd:5 isUm 9 ePft1 Specify color of color thru the: hh �q%GA > __a Submittal Fee $ V� Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee Structural Reviews $ (Revised02/24/2014) Training/Education Fee $ CCF $ DBPR $ CO/CC $ y Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 1 GS Bonding Company's Name (if Bonding Company's Address City e) -- State I 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 notiye 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. i r ; Signature Signature • OWNER or ENT CONTR CTOR The f�oing instru ent was acknowledged before me this day of 20 `( by who is personally known to me or who has produced T-7- ,L, ICS , /--b!'G)as identification and who did take an oath. NOTARY RAI V: I'ViE 10 The foregoing instrument was acknowledged beforemethis 2 day of 20 ( by who i personally known t me or who has produced identification and who did take an oath. r • M-1 Seal: Seal: — � MARIBEL GARCIA <�P... MARIBEL GARCIA �. .: MY COMMISSION # GG 141499 MY COMMISSION # GG 141499 EXPIRES: September 6, 2021 o;' EXPIRES: September 6, 2021 • APPROVED BY C Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) V'e#- I I 10;�� I � 111 :t d I VZ—A pihhn� IF)C D N T R D C T O R S GLASS, DOOR & WINDOW REPAIR 2470 SW 122nd Court Miami, FL 33175 Phone # 7865154360 CGC: 152 1199 Invoice 19-102 06/12/2019 To: Laymis Alvarez 173 NW 99th Street Miami Shores, FL 33150. Advance Glass Contractor, will Remove windows from eight (8) openings and Install nine (9) high impact Category 5 Horizontal Sliding windows. All aluminum to be bronze baked enamel finish with 7/16" clear laminated glass. Bath to be obscured. Includes all engineering, structural permit, labor, material, installation, clean up and carting away of related debris. Full 3 Year Installation Warranty From Advance Glass. 10 Year manufacturer warranty Stucco work included where/if needed due to installation Payment Schedule: Deposit at signing $3,200 Paid with Visa on 06/12/2019 Due at start of installation $2,472.00 Due at Completion of Installation $2,472.00 Total: $8,144.00 Deposits: $3,200.00 Costumer ur6 Balance Due: $4,944.00 Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PR10PEIR"T'ay' APPRAISER Summary Report Property Information Folio: 11-3101-023-0400 Property Address: 173 NW 99 ST Miami Shores, FL 33150-1742 Owner LAYMIS ALVAREZ Mailing Address 173 NW 99 ST MIAMI, FL 33150 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,282 Sq.Ft Living Area 1,226 Sq. Ft Adjusted Area 1,171 Sq.Ft Lot Size 8,025 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2019 2018 2017 Land Value $185,265 $176,539 $176,539 Building Value $88,395 $88,416 $82,069 XF Value $856 $865 $874 Market Value $274,516 $265,820 $259,482 Assessed Value $125,955 $123,607 $121,065 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Assessment $50,000 $50,000 $50,000 Taxable Value $148,561 $142,213 $138,417 Cap Reduction Exemption Value $25,000 Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead $50,000 $50,000 Taxable Value Note Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 1 53 41 BONMAR PK ADD A RE -SUB PB 24-71 LOT 16 & E25FT OF LOTS 5 TO 8 INC BLK 5 LOT SIZE 75.000 X 107 Generated On : 8/19/2019 Taxable Value Information Previous 2019 2018 2017 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $75,955 $73,607 $71,065 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $100,955 $98,607 $96,065 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $75,955 $73,607 $71,065 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $75,955 $73,607 $71,065 Sales Information Previous OR Book - Pace Description Sale PageQualification 09/09/2010 $120,000 27422-4161 Qual by exam of deed Financial inst or "In Lieu of 04/14/2010 $41,000 27259-1570 Forclosure" stated Financial inst or "in Lieu of 06/17/2009 $100 26940-1134 Forclosure" stated 05/01/1995 $66,500 16799-3628 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 hftp://www.miamidade.gov/info/disclaimer.asp https://www8.miamidade.gov/Apps/PA/propertysearch/ 8/19/2019 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection req uirements 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: 7/91/1'? ��Ay�oyLAS/A, Ads Qualifier/Owner Signature Date Print Name v Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: O State of Florida County of Miami -Dade The foregoing was acknowledge before me this day of 20. By (tel \ who is personaI known to me or has produced as identification. Notary: SEAL: 20 �P•� MARIBEL GARCIA MY COMMISSION # GG 141499 , EXPIRES: September 6, 2021 I 113�Ar I � L :tN Nor'OA—RP] '000J I' A N T R D 1'. T A R S CLASS, 2470 SW 122nd Court Miami, FL 33175 Phone: (786) 515-4360 • CGC: 152 1199 Date: */ Ili State of County of Before me this day personally appeared who, being duly sworn, deposes and says: That he or she will be the only person �'J C ractor Ignature on the project located at: Sworn to (o aff' ed) and subscribed before me this 12day of L20_LL, by Personally Known OR Produced Identification Type of Identification roduced Pri nr _51@W K12W otary MARIBEL GARCIA MY COMMISSION # GG 141499 EXPIRES: September 6, 2021 Banded Thru Notary Public Undenwrfters DESIGN WIND PRESSURES SHEET / DIAGRAM SHEET Florida Building Code 6th Edition (2017) for HVHZ Zone - ASCE 7-10 Wind Code Customer Name: Laymis Alvarez Remove windows from eight openings and install new 4/19SKA � A GL /S vJ 'A'S.0" Address: 173 NW 99 Street impact windows. City, State, Zi Miami Shores, FL 33150 Development: Home Phone: 786) 859-2202 Date: 6/12/2M White - Clear (Bath Obscured) NOA #'s: HR FL 21850.2, MULL NOA 19-0405.10 SP1 2 0 r 38239 38x28 38x51 a HR HR HR �` IMPACT IMPACT IMPACT Li rt � d;' 38 z 51 ,.- IMPACT PFL w.w ••rmY,i�is' kLL7 ., 38x51 1FL HR� IMPACT EN1 r- 4 ,} _ l I MPACT Mean Roof Height: 15' Least Horizon. Dimention: 20' •• ••• • • • • • • • • • . • . • •• Distance from Corner (Zone 5): 3' ]4x51 37x51 • • •S S • • • . HR HR • • • • • • • . • IMPACT IMPACT •• ••• •• r • • +• _ �� i > i - Y • • Y Opening Size 74 x 51 37 x 51 38 x 52 38 x 52 38 x 52 i8 x 'S2 098 x• j 028 )8 x 39 Tributary Area s .ft. 26.21 13.10 13.72 13.72 13.72 13.72 7.39 10.29 Zone # 5 5 5 5 5 5 4 5 Req. Wind Pressure 40.1 40.1 40.1 40.1 40.1 • Y • • 4061 • • 40,1 40.1 50`0• Prod. pproval DP+ 80.0 80.0 80.0 80.0 80.0 ' • • • • 8010 + • 80.0 Prod. Approval DP(-) -80.0 1 -80.0 1 -80.0 1 -80.0 1 -80.0 • • • • -8®.0 • • • 8 • -80.0 Ci 2 U `Z) S) ASCE 7-10 Design Wind Loads REGIONAL WIND LOAD CHART c-_oo �� SOUTH FLORIDA EDITIONFor Wall Components & Cladding ASD Load Combination Coefficient: 0.6 Kzt= 1.0 a $40m` Wind Pressures [psf] for use with Allowable Stress Design Enclosed Bldg: GCpi = ±0.18 Kd = 0.85 Broward, Palm Beach Broward, Palm Beach (Coast) Miami -Dade Ji Miami -Dade (Coast) Florida keys (Coast) Wind Speed: 170 mph Wind Speed: 170 mph Wind Speed: 175 mph Wind Speed: 175 mph Wind Speed: 180 mph Exposure Category'C' Exposure Category'D' Exposure Category'C' Exposure Category'D' Exposure Category'D' Mean Roof Height up to: All Triburary Areas Zone 4 Interior + - Zone 5 Corner + I - 15 ft +37.8 -41.0 +37.8-50.6 -61.4 20 ft +40.2 -43.6 +40.2 -53.8 25 ft +42.1 -45.7 +42.1 -56.4 30 ft +43.7 -47.4 +43.7 -58.6 35 ft +45.2 -49.0 +45.2 -60.5 40 ft +46.5 -50.4 +46.5 -62.2 45 ft +47.6-51.7 -60.2 +47.6-63.8 -74.3 50 ft +48.7-52.8 -61.3 +48.7-65.2 -75.7 55 ft +49.7 -53.9 +49.7-66.5 -77.0 60 ft +50.6 -54.9 +50.6 -67.8 70 ft +47.8 -47.8 +47.8-87.7 -100.6 80 ft +49.2 -49.2 +49.2 -90.2 90 ft +50.4-50.4 -57.3 +50.4-92.5 -105.1 100 ft +51.6 -51.6 +51.6 -94.6 120 ft +53.6 -53.6 +53.6 -98.3 140 ft +55.4 -55.4 +55.4 -101.5 160 ft +56.9 -56.9 +56.9 -104.4 180 ft +58.41-58.4 -68.5 +58.4 -107.0 200 ft +59.7 -59.7 +59.7 -109.4 Mean Roof Height up to: All Triburary Areas Zone 4 interior + - Zone 5 Corner + - 15 ft +45.9-49.8 -43.4 +45.9 -61.4 20 ft +48.2 -52.3 +48.2 -64.6 25 ft +50.1 -54.4 +50.1 -67.1 30 ft +51.7 -56.1 +51.7 -69.3 35 ft +53.2 -57.7 +53.2 -71.2 40 ft +54.4-59.0 +50.5 -67.6 +54.4 -72.8 45 ft +55.5 -60.2 +55.5 -74.3 50 ft +56.6 -61.3 +56.6 -75.7 55 ft +57.51-62.4 -50.7 +57.5 -77.0 60 ft +58.4 -63.3 +58.4 -78.2 70 ft +54.9-54.9 100 ft +54.9 -100.6 80 ft +56.2 -56.2 +56.2 -103.0 90 ft +57.3 -57.3 +57.3 -105.1 100 ft +58.4 -58.4 +58.41-107.1 +61.9 120 ft +60.3 -60.3 +60.3 -110.5 140 ft +61.9 -61.9 +61.9 -113.5 160 ft +63.4 -63.4 +63.4 -116.2 180 ft 1 +64.7-64.7 -68.5 +64.7 -118.6 200 ft +65.9 -65.9 +65.91-12 0.8 Mean Roof Height up to: - All Triburary Areas Zone 4 1 i Interior + - 1 Zone 5 Corner + - 15 ft +40.1 -43.4 +40.1 -53.6 20 ft +42.6 -46.2 +42.6-57.0 25 ft +44.6-48.4 25 ft +44.6-59.7 30 ft +46.3 -50.3 +46.3 -62.1 35 ft +47.9 -51.9 +47.9 -64.1 40 ft +49.2 -53.4 +49.2 -65.9 45 ft +50.5 -54.8 +50.5 -67.6 50 ft +51.6 -56.0 +51.6 -69.1 55 ft +52.7 -57.1 +52.7 -70.5 60 ft +53.6 -58.2 +53.6 -71.8 70 ft +50.7 -50.7 +50.7 -92.9 80 ft +52.1 -52.1 +52.1 -95.6 90 ft +53.5 -53.5 +53.5 -98.0 100 ft +54.7 -54.7 +54.7 -100.2 120 ft +56.8 -56.8 +56.8 -104.1 140 ft +58.7 -58.7 +58.7 -107.6 160 ft +60.3 -60.3• • wf 69.3 180 ft +61.9 -61.9, 4.9 AIN9 200 ft +63.2 -63.2 0+6�.2 Mean Roof Height up to: All Triburary Areas Zone 4 Interior + I - Zone 5 Corner + - 15 ft +48.6-52.7 speeds (3 -second gust). +48.6-65.1 • • 20 ft +51.1 -55.4 +51.1 -68.4 25 ft +53.1 -57.6 +53.1 -71.1 30 ft +54.8 -59.5 +54.8 -73.4 35 ft +56.3 -61.1 +56.3 -75.4 40 ft +57.6 -62.5 +57.6 -77.2 45 ft +58.8 -63.8 +58.8 -78.8 50 ft +59.9 -65.0 +59.9 -80.2 55 ft +60.9 -66.1 +60.9 -81.6 60 ft +61.9 -67.1 +61.9 -82.8 70 ft +58.2 -58.2 +58.2 -106.6 80 ft +59.5 -59.5 +59.5 -109.1 90 ft +60.8 -60.8 +60.8 -111.4 100 ft +61.9 -61.9 +61.9 -113.4 120 ft +63.9 -63.9 +63.9 -117.1 140 ft +65.61-65.6 +65.6 -120.3 J11.64 ft 0.+67.1 -67.1 +67.1 -123.1 0Ua ft 0 +68.5 -68.5 +68.5 -125.7 4208 ft 0 +69.8 -69.8 +6981-1280 -135.4 WC• Conforms to the Florida Building Code 6th Ed (2017).7 •Wind Speeds noted above are ultimate design wind •Wind pressures•r• ap•li•a111e to allyyjl Jing jlgprj. Zone 5 Corner + - 15 ft H • Tabulated design wind loads are based on ASCE 7-10 speeds (3 -second gust). • Tabulated wird iressure?are valid for all roof lopes; no • • • 20 ft Q specifications for components and cladding based on design • Cities and/or counties are listed only as a general guide, reduction for roof slope 5 ]p• haspeen Onsider f • • Z criteria as noted herein. based on Risk Category II buildings. Verify applicable wind • Tributary Are•nold in babie (effectivylind ar,#4 is eq uat �• Zone J •Where this document is used for permit, applicability of speed and exposure category with local building to the minimum ot[heightl width] or [htx ht / 39t Round s l• 4 S 91 i design criteria noted herein (Basic Wind Speed, Exposure department. down to values shown. +59.6-64.6 Category, Risk Category, etc.) shall be verified by the • Plus (+) & minus (-) signs signify pressures acting toward • Zones 4 & 5 ("interior" and "corner" zones, respectively) - - Zcontractor & building official prior to construction. and away from the exterior component or cladding surface, are as shown to the jivhwhere the dimension "a" is the Eave Height • This specification may be used in conjunction with respectively. minimum of 30%of tly buildylg's lea4 hoyzoJal cR4Rsioi tv�an Roof Ht L7 engineering under separate certification (by this engineer or • Where "Mean (average) Roof Height" cannot be or 40% of the mean rdbf height, but naveralausfhan 3}0" ore • Heigh by others) using Allowable Stress Design (ASD). determined, peak roof height shall be used, except that eave • • 4% of the least horiz+1 dijerAbr.0 • • Refer to the above -noted ASCE 7 standard for descriptions height shall be used for roof angle less than or equal to 10'. • • This specification4s•♦id ra ugly for u; w,% ructJjr;4g0 i • • I NATON and definitions of all design criteria. Round up to values shown located in the upper one-half of an isolated hill, ridge or •WAI EI 1200 N Federal Hwy, 8200, Boca Raton, Fl. 33432 • Design is based on structure classification as Enclosed Bldg: Copyright ©2018 Easy Seals +61.5 Mean Roof Height up to: All Triburary Areas Zone 4 Interior + I - Zone 5 Corner + - 15 ft +51.4-55.8 +51.4-68.9 20 ft +54.1 -58.6 +54.1 -72.4 25 ft +56.2 -61.0 +56.2 -75.3 30 ft +58.0-62.9 +58.0 -77.7 35 ft +59.6-64.6 +59.6-79.8 40 ft +61.0 -66.2 +61.0-81.7 45 ft +62.3 -67.5 +62.3 -83.4 50 ft +63.4 -68.8 +63.4-84.9 55 ft +64.5 -69.9 +64.5 -86.3 60 ft +65.4 -71.0 +65.4 -87.6 70 ft +61.5 -61.5 +61.5 -112.8 80 ft +63.0-63.0 +63.0 -115.4 90 ft +64.3 -64.3 +64.3 -117.8 100 ft +65.5 -65.5 +65.5 -120.0 120 ft +67.6 -67.6 +67.6 -123.9 140 ft +69.4-69.4 +69.4 -127.2 160 ft +71.0-71.0 +71.0 -130.2 180 ft +72.5 -72.5 +72.5 -132.9 200 ft +73.9 -73.9 +73.9 -135.4 Valid only with engineer's signature & raised seal Christian Langley, FL PE #67382 A #31124 Document No. MORS 4/3/2019 Florida Building Code Online BCIS Home Log In ( user Registration Hot Topic Submit Surcharge Stats & Facts Publications Contact Us SCIS Site Map Links Search a r'1 Product Approval db I USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail • FL # FL21850-R1 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Assura Windows & Doors Address/Phone/Email 1543 N. Powerline Road Pompano Beach, FL 33069 (305) 887-2646 Ext 155 •' • • gberos@assurawindows.com • • ::a: ••• • • • • • • Authorized Signature Gerardo Beros • • • • • • • • • • • • • • • gberos@assurawindows.com • • • 0 • • • • 00.00• 0000 0• • • • Technical Representative 0000 • *00* • • • • • Address/Phone/Email • • • • • • • • • • • • • • •• •• •• • 0000•• Quality Assurance Representative • • • • • • a • • • • • Address/Phone/Email 0000•• � � • � • � • . • .0000• Category Windows • • • 0000 Subcategory Horizontal Slider 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 the Javad Ahmad Evaluation Report Florida License PE -70592 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL21850 R1 COI SS - Assura-Alum Horizontal Roller -CI 2017.p -df Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code Year 1994 1994 1994 https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqufjj9QzTt6YQsdOzZTuamihvnfT%2bVMaKFeu%2fyx7ktTfrA%3d%3d 1/2 4/3/2019 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 10/18/2017 10/19/2017 10/22/2017 12/12/2017 FL # Model, Number or Name Description 21850.1 Series "6800" Aluminum Horizontal Non -impact resistant aluminum horizontal rolling window. Sliding Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL21850 R1 II SS - 6800 Horizontal Roller (NI) -2017 DWG Approved for use outside HVHZ: Yes W17-12.pgif Impact Resistant: No Verified By: ]avad Ahmad PE # 70592 Design Pressure: +60/-210 Created by Independent Third Party: Yes Other: See attached drawing W17-12 for span vs load Evaluation Reports combinations and installation instructions. FL21850 R1 AE SS - 6800 Horizontal Roller(NI)-PAE 2017.pd Created by Independent Third Party: Yes 21850.2 Series 805 Aluminum Horizontal Large missile impact resistant aluminum horizontal rolling Rolling Window window. Limits of Use Installation Instructions Approved for use in HVHZ: Yes sees FL21850 R1 II SS - 805 Horizontal Rollel.(L j)-]017 DWG Approved for use outside HVHZ: Yes W15 -29,12d • •' • 0000 "•' Impact Resistant: Yes Verified By: ]avad Ahmad PEek 70692 •• • • Design Pressure: +90/-130 Created by Independent Tpjjd Rarty: Yes ' • • 0000 Other: See attached drawing W15-29 for Installation Evaluation Reports • instructions. FL21850 R1 AE 55 - 805'I1ori8nial Roller (LAI)-PAE ;000 2017,12d 0000 • • • • Created by Independent Aird Rwty: Yes : sees •.•• • •••••• •• • ••••• •• •• •• • •••••• Back Next • • • • • •••••• Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487,'1824 •' • ' • • • • The State of Florida is an AA/EEO employer. Qpyrl, ht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :•Refund Saatement w••• Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *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: Credit Card Safe https://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDqufj9QzTt6YQsdOzZTuamihvnfT%2bVMaKFeu%2fYx7ktTfrA%3d%3d 2/2 AL-FAROOQ CORPORATION PRODUCT APPROVAL EVALUATION RULE CHAPTER #61 G20-3 • METHOD 1 OPTION D Detailed Product Description: Manufacturer: ASSURA WINDOWS & DOORS. LLC. Manufacturer Address: 1543 N POWERLINE ROAD. POMPANO BEACH FL 33069 Maximum Frame Height: 63" Maximum Load: +90 PSF, -130 PSF (Large Missile Impact) Installation Drawings # W15-29 FL 21850 Date: 10/9/2017 This product complies with the High Velocity Hurricane Zone (HVHZ) testing4regairements. :00 See charts on installation drawings for glass type vs. load"***** • • •' Comparative analysis used Yes X No •�••�• ���,•• Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAF$jT,&Sz202) • • • TEST DESCRIPTION TEST LOCATION TEST REPORT TEST • Test DATE REPORT# • •• SejIe0VV, ASTM E283 Air Infiltration Fenestration Testing 03/05/2008 FTL-5457 Carlos Rionda, P.E. Leakage Laboratory 11/04/2003 FTL-3946 Edmundo Largaespada, P.E. ASTM E331 Water Fenestration Testing 03/05/2008 FTL-5457 Carlos Rionda, P.E. OR ASTM 547 Penetration Laboratory 11/04/2003 FTL-3946 Edmundo Largaespada, P.E. & TAS 202 ASTM E330 Uniform Static Fenestration Testing 07/31/2009 FTL-5945 Julio Gonzalez, P.E. & TAS 202 Air Press. Laboratory 03/05/2008 FTL-5457 Carlos Rionda, P.E. 02/18/2008 FTL-5459 Michael Wenzel, P.E. 11/13/2003 FTL-3995 Edmundo Largaespada, P.E. 11/04/2003 FTL-3946 Edmundo Largaespada, P.E. ASTM F588 Forced Entry Fenestration Testing 03/05/2008 FTL-5457 Carlos Rionda, P.E. Laboratory 11/04/2003 FTL-3946 Edmundo Largaespada, P.E. 9360 Sunset Drive, Suite 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com • I Supplemental Tests (Tested in accordance with TAS -201 and TAS -203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by FBC 1626.2 Large Missile Fenestration 07/31/2009 FTL-5945 Julio Gonzalez, P.E. (TAS 201 & 203) Impact & Testing Laboratory 03/05/2008 FTL-5457 Carlos Rionda, P.E. Cyclic 02/18/2008 FTL-5459 Michael Wenzel, P.E. 11/13/2003 FTL-3995 Edmundo Largaespada, P.E. 11/04/2003 FTL-3946 Edmundo Largaespada, P.E. Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: `,`.�`�PD111111"" J.�,, .E...,AH4 �; G No 70592 �'.,6`S; Javad Ahmad PE # 70592 ••.• o R t �.••�j;�� �,s� NAI �ealed: 10/18/2010 * * * • O AI-Faroo Corporation EB # 3538 9360 Sunset Drive, Suite 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com Z To n . . ... . . . ... .. .. . . . • • .. . . . . . . . . . . . ANN. CLASS 3/16' HEAT STREWD CLASS ADDL ANCHOR REOD. .090- intericyer .090" y FOR INSTALLATIONS INTO -Safbx Clear Color Gloss SsnSryis' � W000 STRUCTURES OR I-E7ost-on Chemical Co.' By 'Kuraroy America, Inc.' • • • • • • THS WOOD BUCKS INTO MASONRY74' MAX. • • • • • • • • • • • WINDOW WIDTH 6' ANN. GLASS 3/16" HEAT STREN'D GL SSSILICONE M SILICONEGE RCS7700ORNIN m GE RG5770N • •FALSE MUNTNSDOW CORNNG 995 OOW CORNING 995 _ _ 1 (SURFACEMAY BEP0\ 3• � AT 1/4 POINTS ON LIiES WIDER THAN 36' ONLY TYPE 'A' 7/16. OVERALL GLASS HEAT STREN'D GLASS 120' Interlayer Uvekd S By 'Allnex USA. Inc.' 3/16' HEAT STREN'D GLASS SILICONE GE RG57700 DOW CORNING 995 i 1 II 1 � ,. n I POINTS ON LTTES THAN 36' ONLY TYPE 'B' 7/16. OVERALL GLASS ANN. GLASS InteHoyer V DURASEM. SPACER By 'Allnez USA, Inc.' BS BY 'QUANEX' By All ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 i 31 •• • • • •• ••• Is •• • ••• • • • • •• • •• • • • • • ••• •• TEMP. GLASS 1/4' AIR SPACE 1/8' ANN. GLASS .090' Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' \ F SILICONEDOWCORNING 995 T i ' CLASS TYPE 'A' 8 DER/� 3fi ON ONLY --*AT R� POINTS N 36* UTES LY g AT ALL SIZES TYPE 'C TYPE 'D' TYPE 1/2' OVERALL GLASS 1/2' OVERALL GLASS 11/16' OVERALL NSUL GLASS � GLAZING OPTIONS II / II SERIES 805 z In THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE I 1 I L I I 1 I 1 32 7/8' 33 1/2' i D.L. OPG. D.L OPG. 37 1 /2' SIGN LOADARATIN MAXIMtIEDS FORSHOWNABOVE ORS -PSF R CLASS TYPE 'A' GLASS TYPE 'B' CLASS TYPE 'C' GLASS TYPED' ' CLASS TYPE 'E' 4 II jj II II V I EXT.(+) IINT.(-) 80.0 -.2ZI '/ � � II / II II ♦ LL z In J II II II ra J 0 0 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER ___JL__ ,I ====V=== . = yl MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FL #21850 o T= -•-i i. I� ii I 1 I L I I 1 I 1 32 7/8' 33 1/2' i D.L. OPG. D.L OPG. 37 1 /2' SIGN LOADARATIN MAXIMtIEDS FORSHOWNABOVE ORS -PSF R CLASS TYPE 'A' GLASS TYPE 'B' CLASS TYPE 'C' GLASS TYPED' ' CLASS TYPE 'E' (+) INT.(-) EXT.(+) I INT.(-) .(+)I INT.(-) I EXT.(+) IINT.(-) 80.0 -.2ZI 90.0 1 130.0 1 90.0 1 90.0 1 55.0 1 55.0 1 79.0 1 79.0 FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO 180.0 PSF.D ALUMINUM LATCHES, J i e " O Z 0 ID On ; H ID •4 c - u o a dam 0 Na E S ia0 ALUMINUM HORIZONTAL ROLLIN9_N1W. REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA NOTE: c u a BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). GLASS CAPACITIES ON THIS SHEET ARE a DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 18Y OR 28Y WOOD BUCKS & BL1GL FASTENERS RY OTHERS, MUST BE BASED ON ASTM E1300-09 3 SEC. GUSTS § CHARTS SHOWN ON SHEETS 1 & 2. DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE AND FLORIDA BUILDING COMMISSION ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS DECLARATORY STATEMENT DCA05-DEC-219 • . APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE N o . F.B.C. APPR'D WINDOWS USING F.B.C. APPROVED MULLIONS MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FL #21850 o IN BETWEEN. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS NTO WOOD ONLY. c m LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. WILL APPLY TO ENTIRE SYSTEM. A- CONTRACTOR TO BE RESPONSIBLE FOR THE SEIECIION, PURCHASE AND `fit\1111111IVFVV/ MATERIALS INCLUDING BUT NOT UMMED TO STEEL/METAL SCREWS, THAT INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATIONJI......... COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED JfypJJ•., a p REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. ON THAs DoclwENr. \ g B- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF THIS PRODUCT APPROVAL 5 GENERIC AND GOES NOT PROVIDE INFORMATION EANS.z 72 S - FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFELY OF THIS PRODUCT, ADEQUACY C- SITE SPE PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED IF S A FDR •• A ICHSH NLL BECOE THE EBy OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR ENGe4ER ARCHITECT RECORD (E.RED WATER INFILTRATION RESISTANCE ETC. •: v 7 u drawing no. W15-2! FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED •• �F�` AND TO BE REVIEWED BY BUILDING OFFICIAL. ENGINEER TD THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAeTNGS FOR REVIEW. ',^^�� .o�•' �`: MANUFACTURER'S LABEL SHALL BE ON A READILY VISIBLE ' '•••... THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. LOCATED LOCATION �NATURE OF //iv D- RED. BNGs/EEAR THER ADRD ND F4GINTHAT SHUTTERS ARE NOT REWIRED. INDAT QjVAI- i �� PREPAAL RED R.ND LABELINGACACCORDANCE PTLHH WITH SECTION 1709.9.2. 09 F FLORIDA BUILDING CODE T1I 11111\1 0 sheet 1 f 7 SeeleO: 1 U/18/lU1 Y ADDL ANCHOR REDD. FOR INSTALLATIONS INTO WOOD STRUCTURES OR THRU WOOD BUCKS INTO MASONRY 711• uev . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . AODL ANCHOR REOD. FOR INSTALLATIONS INTO �.! • • WOOD STRUCTURES OR WINDOW MOTH • • • • • • • • eVRU YPMD•BUCKS INTO MASONRY 111' MAX. 8• 10 1/ 4• • • • • • • • • • • • • 0.: WINDOW WIDTH FALSE MUNTINS 3- HEAD\SILL MAX • 8' Mme• • • • RJEDMU•TNS 14 7/8' 3 AT FIX. LRE (SURFACE APPLIED) A HEAD\SILL HEAD/SILL (SURFACE APPLIED) A MAX. MAY BE USED MAY BE USED 3' HEAD 3 AT VENT CORNERS 3 S0.L C I' L ,� ;� A II • • • • • • • • Il �� �'— - Ij ii �i " ii it • • • • • • • C _ ii 'i ii it \ \ I .J 1 _ i •• • • • • ••• • 4 D� _J L_ It - 5 Alfa \ W \ pS F__J IIFI'l _\O _ztr\ J _j of it N I II it Il -'Yi II N II q_ �F_ - 1r ---IF-- n- - I --moi ---�I - --- �' n Ir B 3 r Y 9 11 3 n i —i 32 7/8' 33 1/2 32 7/8• m 24 5/8' S0•, D.L. OPG. D.L. OPG, D.L. OPG. D.L. OPG. D.L OPG. u 37 5/8' 37 5/8' '^ 29 1/4- - JILL) MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE '8' CLASS TYPE 'C' GLASS TYPE 'E' EXT.(+) 80.0 1 90.0 1 90.0 1 130.0 90.0 1 90.0 79.0 1 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO ±80.0 PSF. XOX SIZES IAXIMUM DESIGN LOAD RATING - P1 FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE '8' EXT.(+) 1NT.(-) EXT.(+) 1NT.(- 80.0 90.0 90.0 130.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOA TO ±80.0 PSF. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 N I n q J Z w a 6' MAX. l 6 s MEAD/SILL Q ` u CORNERS I � yl LL 0 t'aH �+ it pica a LLzU)-2 I� I I i tll LO O 0�O ash O M x 24 5/8• mti q • i` D.L. OPG. ; c = 29 1/4• � C ; d I VENT WIDTH a O] n� 0 CZ 0 E w u�iv 1 az FL #21850 k�vp , Y,••'• FAl � i� I •7 4 drowing no. aealea: T un s/zuT 7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • 4 /•0 )63/8'CH SIC 2&PE1►CLIO • 1 METAL STRUCTUR • •• ; • SEE ELEV. FOR SPACING WIND LOAD CLIP TYPICAL ANCHORS SEE ELEV, FOR SPACING r WOOD BUCKS AND METAL STRUCTURE NOT BY ASSURA WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM MULLION ON k MULLION ANCHORS I I EDGE INSEE SEPARATE APPROVAL li AND TRANSFER THEM TO THE BUILDING STRUCTURE. GIST. I I I EDGE DIST. I I SEALANTS: ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. WEEPHOLES: W1 - 1-1/4" X 1/4" WEEPHOLES WITH PLASTIC BAFFLE AT 4-7/8" FROM EACH END AND AT MIDSPAN W2 = 1-1/4' X 1/4" WEEPHOLES AT 4-7/8" FROM EACH END AND AT MIDSPAN W3 = 2" LONG WEEP NOTCH AT EACH END W4 = 1' LONG WEEP NOTCH AT 32" FROM EACH END 2" LONG .ILL CLIP ADAPTER TYPICAL ANCHORS 3 PER CUP E ; TYPICAL ANCHORS SEE ELEV. FOR SPACING M r F --- --PPROV--ED -------- —il r A I IULLI II n Z w ; MULLION ON k MULLION ANCHORS I I EDGE INSEE SEPARATE APPROVAL li 0 FZ h GIST. I I I EDGE DIST. I I F wI Q f i R al d S 0 - - I O �+ C1o�f� TYPICAL ANCHORS 0 0 .y SEE FOR SSPAACING yty Z G a =� n TYPICAL ANCHORS: SEE ELEV. FOR SPACING Q W 1/4" DIA ULTRACON BY 'ELCO' (F -177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) v 6 THRU 18Y BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) i 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) z 0 DIRECTLY INTO CONCRETE OR BLOCKS & c M 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) i;d�oM 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) q • tl 1/4" DIA, TEKS OR SELF DRILLING IN SCREWS (GRADE 5 CRS) H ;c INTO METAL STRUCTURES (HEAD/SILL/JAMBS) r- Jr (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 3'o m 0 ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) oz n STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) u R (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) a•I 0 _ J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO F.B.C. APPROVED MULLIONS (NO SHIM SPACE) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE G DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE = 3/4" MIN. N WOOD AT HEAD, SILL OR JAMBS SO - 0.55 MIN. o 0 CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. I F . No. 70592 3f k' FL #21850 .Rpi- o /��� W15-29 Sealed: 10/18/2017 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . D.L.O. 1/4' SHIM - O MAX. jp _ 18 METAL STRUCTURE � TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' SHIP itWOOD BUCK OR STRUCTUR 1 /2' TYPICAL ANCHORS SEE ELEV. FOR SPACING OPT. O O • • • • • • 1/4' MAX. • • • • • • • • • Sl9MS • • • •— • •• 00-6-0 900 19 EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE O TYPICAL ANCHORS SEE ELEV. .FOR SPACING v.. j 1/4' o: \• > S `7 BY WWD BUCKS 1/4' MAX. .. L— 1 TYPICAL ANCHORS SEE ELEV. o R SPACING FOR v • O U • G N C 3 d a E R ------- ----- —.- a _ ah Si a° SCREENS OPTrj..IKByS D.L.O. EXTERIOR WOOD c WINDOW WIDTH G XOX LAYOUT u o TYPICAL ANCHORS SEE ELEV. FOR SPACING F.B.C. - SEE SEPARATEDAPPRovAL VENTS WITH �___ o 0 SPRING LOADED LATCHES -____ AH- II II � 11 NO. 70592 - .. ---------- n II = �-______ o` s SCREENS OPT. - Browing no. L_1 Q � EXTERIOR �i�Ss•'...... •• ��` W15-29 _ WINf)OW wwn+_ Wtrroow vnoTr+.--� _. FL #21850 Sealed: 10/18/2017 . . ... . . . ... .AA•,• � / yy• c I •1 U • __ No. 70592 1/4• SHIM © O O MAX `� VENT WIDTH ' 18 0 • • • • s -H MAX. • • • • • • • • • • •SHIMS METAL 1 4 S • • B a • • • • • • STRUCTURE • • • • • � •00 0900 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPI OPT. n EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE n TYPICAL ANCHORS SEE ELEV. FOR SPACING v.. i �/4• \1Fry 5 WWD BUCKS 1/4• MAX. XOX LAYOUT TYPICAL ANCHORS VENTS WITH o a SWEEP LATCHES ">- w o .AA•,• � / yy• c I •1 U __ No. 70592 �Q.•' drawing �iS'•. OR1DP.•' FL #21850 \�''0„IVAtlllj� no. W15-29 sheer 5 or 7� Sealed: 10/18/2017 FRAME HEAD '1.480 .077 .313 I .563 1-1,20 SILL TRACK 1.071 .082 1.2155 TMp. S --I .929 4 -- SILL CLIP ADAPTER U FRAME SILL TOP 3.069 -T 092 2.628 062 TYP. 1.858 Ll .500 H 3.069 �------- O FRAME SILL BASE . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 1.375 -`j ,.000 .0621 T- .686 1.2 • • n • 7`0 • • • • • � YJ_I.• 50 • • • 8 1,000 14 •WIND LOAD e, • • • U TOP & BOTTOM RAIL "000 1.750 • • i ,.00s : : • • • 1' 054 • • • • j• 1.375�25 l • • • • ••• ••I 2.201 - T 15 ATG. STILE RELIVE. 065 1'000 1-S00 2.312 L)--- . .107rI I ' O JAMB STILE .t2� 2.312 16 FIX. STILE REINF. Fr t u 055 1.296 r 2.373 1.3751 1.546 1.000 .849 J- 1.235 1.750 .062 ITEM PART / QUANTITY DESCRIP17ON MATERIAL MANP./SUPPWER/REYARXS 1 TM -130 _ 1 FRAME HEAD 6083-T6 - 2 TM -1338 1 FRAME SILL BASE 8083-T6 - -45 TM -134 1 FRAME SILL TOP 6063 -TG - 4 TM -132 AS REOD. FRAME JAMB - VENT 6063-T6 - b TM -131A AS REDD. FRAME JAMB - FIXED 6063-T6 - 6 TM -138 2/ VENT TOP AND BOTTOM RAIL 8063-T6 - 7 TM -139 1/ VERT -JAMB SBLE 6083-T6 - 8TM-140 1/ VENT MEETING STILE 6D63 -T6 - 9 TM -137 1/ VENT FIXED STILE (SPRING LOADED LATCH) 6063-T6 - 9A TM -137A i/ VENT FIXED STILE (SWEEP LATCH) 6063-T6 - 10 TM -136 1 _ SILL TRACK INSERT 6063 -TB - 11 TM -_135 1 SILL CDP ADAPTER, 12' LONG 6063-T6 AT MTG. STILE LOCATION 12 TM -118 i/ VENT SPRING LOADED VENT LATCH, 3-1/8" LONG 6063-T6 AT MIO SPAN 12A - 1/ VENT METALLIC SWEEP LATCH _ - AT MID SPAN 128 /6 X 3/4- 2/LATCH SWEEP LATCH MOUNTING SCREWS - FH SMS 13 TM -141A AS REGD. GLAZING BEAD (LAMINATED GLASS) 6063-T6 - 13A TM -181 AS REOD. GLAZING BEAD (NSUL LAM. GLASS) 6063-T6 -^-_ 14 TM -154 AS REOD. WINO LOAD CLIP, 4- LONG 6063-T6 - 15 - 1/ STILE MEETNG STILE REINFORCING 6063 -TG - 16 - 2/ STILE FIXED STILE REINFORCING 6063-T6 - 17 W31225 AS REOD. FlN SEAL W STRIPPING (.270- X .220' HIGH) WOOL 18 W43371 AS REOD. FIN SEAL WSTRIPPNG .187' X .370' HIGH) WOOL - 19 W43201 AS REOD. FIN SEAL W STRIPPING (.187m X .200' HIGH) WOOL - 20 P5043 - ADHESIVE BACK CLOSED CELL FOAM - 7/8' X 1/2' 21 - _ 2/ VENT VENT ROLLER HOUSING & GUIDE _ PLASTIC AT EACH END 22 - VENT ROLLER/WHEEL BRASS 23 /12 X 1' 2/ CORNER FRAME ASSEMBLY SCREWS 41-7/1V - P.H. PHELPS24 /10X 1- 2/ CORNER VENT ASSEMBLY SCREWS - P.H. PHIWPS 25 - 1/ LATCH VENT LATCH SPRING ST. STEEL - 26 W31175 AS REOD. FIN SEAL W STRIPPING (.187- X .175' HIGH) WOOL - 27TM-151 1 SILL RISER 8063-T8 - 28 - AS REOD. SETTING BLOCKS I EPDM DUROMETER 80±5 SHORE A O MEETING STILE t2 VENT LATCH 2.312 1 2.312 .055 -5FT�3 �--y� .1783 1 .610 I I •01I40 562 .540 0 1.43I3-7 -- 1.0 1. �37 1.375 1 000 1.237 F-- -•I-T F--1.750-----L111I111 .923 �- 1750 13 GLAZING BEAD 6A GLAZING BEAD O FIXED STILE (SPRING LATCH) O FIXED STILE (SWEEP LATCH) (LAM. GLASS) (INSUL. LAM. GLASS) FRAME JAMB - VENT Fm�74- Q F y A Z � W 0�� 00Wa c&o�� 04 1 O DSM .�. O n Ir -8 C � v • O N C_o u I am 0 o °Z�d _ 470 V E ao .937 j - I .062 TMP,. 062 1.919 1.799 �11111 NLJIj/)�7\ Q " o C It1AS RIP LEG Na - * - I •• REDD. .163 ='9 ��'•, y o 875 � - A •.`�As"".... °�.--';`1`." drawln9 no. W15-29 _ 6of7 O FRAME JAMB - FIXED 27 SILL RISER FL #21850 Sealed: 10/18/2017 (*) /19 v 1 1/4' PH. CII,. • • , �Si11fl � (2) 610 x 1' PH. SMS, ASSEMBLY SCREWS 1 • • \\••• •• • -'s- a•• •• �(2) 610 x 1' PH. SMS. ASSEMBLY SCREWS VENT BOTTOM CORNER (2) 610 1 ASSE ES. 4,v F W O " O 0�n 0 c aua 0 LLZU o :t n <a 9 oc No. 70592 = k Q••• � drOwing no. %'�s••..•• off.:'c';.�� W15-29 FL #21850sheet 7 of 7 Sealed: 10/18/2017 MIAMaDADE MIAMI—DADE COUNTY, FLORIDA Will PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy E.S. Windows, LLC 3550 NW 49"' Street Miami, FL 33142 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami-Dade County) and/ or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade:C0104y Proclaetr control... • Section that this product or material fails to meet the requirements of the applicable wilding code. • • This product is approved as described herein, and has been designed to comply yvijj •thee Flori$'l�Building • • • .. Code includingthe Hi VelocityHurricane Zone. • • • • � • :.00.: .0000 DESCRIPTION: Clipped, Extruded Aluminum Tube Mullion - L.M.I. • • • • • • APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mull on 41 sheets•r jhtough 9•:..' 00 of 9, dated 04/26/04, with revision H dated 01/17/18, prepared by Al-Farooq CorpWgipp, signedra$d sealedo • • • • by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Renewal std with�theoNotice of • Acceptance number and expiration date by the Miami-Dade County Product Control Section. :000:0 :0 0 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant " . ; • .. • :0006: LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Brarranquilla, Colombia, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 18-0205.05 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 19-0405.10 Expiration Date: September 16, 2024 � jIq Approval Date: May 30, 2019 Y.512 9 Jage E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 04-0712.01) 2. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 04/26/04, with revision H dated 01/17/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 18-0205.05) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 20J-94. • • •". 5) Cyclic Wind Pressure Loading per FBC, TAS -203:94 • •' •. • 6) Forced Entry Test, Type "D -A" fixed windov,19.6mde 1OrVbvtl LV•••,; 1 per ASTM F 588-04, Side -Hinged Dooi'S�ttems per•AAMA 1304-02 and per FBC 2411.3.2.1, TAS 202-94; * * • :'. •. • • • •: along with marked -up drawings and installation diagram of w4WQvs mulfez4 togethef,': • •. prepared by Fenestration Testing Laboratory, Inc., Test Report9 N@. eo *FTL'381p' date4::: • 05/16/03; FTL-3819, dated 06/09/03 and FTL-3820, dated Q�/QWV3, all signed and . • sealed by Joseph Chan, P.E. : • • (Submitted under NOA No. 04-0712.01) 0.• C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61 Edition (2017), dated 01/12/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 18-0205.05) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 C. Manuel re P.E. Product ControExa finer lYOA No. 05.10 Expiration Date: September 16, 2024 Approval Date: May 30, 2019 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with F 3C 6th Edition (2017), and of no financial interest, dated January 12, 2018, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 18-0205.05) 2. Laboratory compliance letter for Test Reports No. FTL-3810, dated 05/16/03; VU -3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all issued by Fenestration Testing Laboratory, Inc. and all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 14-0731.06, issued to ES Windows, LLC for their Extruded Aluminum Tube Mullion — L.M.I., approved on 09/16/14 and expiring on 09/16/19. • •00.90 •••• • 0 0000 11 It Manuel Per P.E. Product Control finer C ' NOA No. 19-0405.10 Expiration Date: September 16, 2024 Approval Date: May 30, 2019 E-2 0000•• 0000• • 0000• 0000•• • • • 0000•• • E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None B. TESTS 1. None C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) ...... . 0 0000.. .0000.. E. MATERIAL CERTIFICATIONS • • • • • 00 00 1. None 000000 00 0 00 0000.... 000 0 0 . 000000 0000 0 .0000. F. STATEMENTS• 0000.. . 0000 0000... 1. • Statement letter verifying conformance to FBC 61h Edition (2MVIssued aoA1- • • • 0 • 1, Farooq Corporation, dated March 28, 2019, signed and sealed jyyavad AS d, P.E. • • •;: • . . . . 000000 G. OTHERS : • • • • • • 0000 0000.... 1. Notice of Acceptance No. 18-0205.05, issued to ES Windows, LLC•for tbbix Clipped' 0 Extruded Aluminum Tube Mullion -L.M.I., approved on 03/08/18 and expiring on 09/16/19. c Manuel P P.E. Product Control Exa finer NOA No. 1 405.10 Expiration Date: September 16, 2024 Approval Date: May 30, 2019 E-3 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL MIAMI -RADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. M THIS PRODUCT WAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (WHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS ICE WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC, 1BY OR 29Y WOOD BUCKS & BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BSE MATERIAL SHALL BE BEYOND WAIL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE @ ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. Le_ LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE RENEWED BY BUILDING OFFICIAL INSTRUCTIONS: USE CHARAS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REWIRED PER ASCE 7 FOR PARRWIAR OPENING. STEP 2 USE MW6-MADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL USING CRAMS ON SHEET 3 SELECT MULLION SIZE WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP I ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CILARTS STEPS ON SKEET 4. Sam ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECFTED IN STEP 1 ABOVE. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 09* . . . . . . . . . 000 • .. .•. • • • . • • • • • •03 • ••• • • • •l•• •i L 000 •• • • • • ••• •• 4. I 6.000 � I I j III=VIII L2.000--1 TYPICAL WINDOW FRAME TUBULAR SHAPES ALLOY - 6063-T6 TYPICAL GLAZING PRODUCT MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 4.000 r RUE/R3CI'REPiE'.YY�l�N ,'I4 G � (,.� cm. -;1;2i, :yS f:�e F'or'ks 111111 +A:^+Mr Js:.z YrpJaYe CGe.. - � .O.•.• PRODUCT REVISED B C4&au be Fkri" Amytota Ile .D?I�Dy � �. : •� k'1_° p '•. of a.. [/YIOII old' ••CGCG°�'_�6��% tOy�V z 28 b• n Qfi 0 o � 0110 O�Coo8 0�p¢nJo IL z o Q uzi is orowing no. M04-04 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . .. . LOW .125 -� 1.000 r .323 2OOD 2.000 V.V 'f 1.000.125 3.000.125 Ix - .950 IMV Sx - .634 I11\3 1 X 3 STD, MULLION .125 4.000 LI Ix - 2.037 IN\4 Sx - 1.018 W\3 1 X 4 TD. MULLION ('6063-76 ,.� • .125 3.000 336 IX = 1.466 IN\4 Sx - .977 IN\3 1 X 3 CUSTOM MULLION . . • • • • • • • • 4.000 .125 • • D •0• 3� •• • • • • Ix - 2.975 w\4 Sx - 1.487 IN\3 1 X 4 CUSTOM MULLION • :.000 • �• .125 6.000 .125 6.000 .250 r e Z fa�f iR 00`.p a g gN1 0 a m Ic �, OLLC<.p1 04bEZ 1.0 Q W z a tO_� S°S5� Q a ° f a O 1 'Z m f p R E • • •• : • • 5.000 ••• • .125 6063-T6 6063-T6 6D63 -T6 U �2� 1 �2.000� .125 Ir - 5.201 tN\4 Sx - 2.082 IN\3 W2X 5 STD. MUON 6063-T6 Is - 6.276 W\4 Sx - 2.758 JN\3 2 X 6 STD. MULLION 6063-T6 Ix - 15.203\4 Sx - 5.068 IN\3 2 X 6 HEAVY MULLION 6D63 -T6 to Z 2 m � n J W r, visa O � n O .125 4.000 L.125 -[.125 3.000 .12s .720 I--1.690 Am Trp. L Ix 1.467 W\4 SZ - .978 IN\3 IX - 2.976 IN\4 Sx . 1.488 W\3 2.750 2.� 3.2`50 1.405 Q o R In N 5 J 1,i .3 n 0 2 X 3 STD. MULUON 6063-T6 2 X 4 STD. MULLION 6D63 -T6 F--3.750 OPTIOOTNA�I i/2• TYP. k5OO NOTCH OPTIONAL 1/2 TYP O € 1155. a s m a 2,000 LL Ed - WN. EDGE DIST. Ed. 1/2- FOR 1/4' DLA. ANCHORS 5/8- FOR 5/16- DIA ANCHORS MULLION CUP Ed - WIN. EDGE DIST. 1/2- FOR 1/4- DIA. ANCHORS ® 5/8- FOR 5/16` D14 ANCHORS Ed. MULLION CLIP .. c • p j� d 8 o S ; - �2.D00� Ed. Ed - WN. EDGE DIST. 1/2- FOR 1/4' D74 ANCHORS 5/8- FOR 5/16. OLA. ANCHORS ANGLE CUP 6063-T5 6063-T6I 6063-T6 ```1111 1111//,7j, �.�� p•J. AH •,,, t Y: '• i 7 " 'FAOIICT I?F.Yii4"6iL Je'1� G `�' %F'.•r. :`` m saw.L:�tif wi?h ttx FLa!!E ^AODUCT REVISED - ". �is.gs;ofr a<•mdYae with the Florida _ii: :�` 4 ....tiN: j . ¢ a�adm6 18^d1�5A5 '� • : �; A Apse ��7 ��'•• TE OF !(/�� 8Y pf•:' :. sY ,��,5�•• ....`�. N 7jlltill IIF% a $ = � Y 4 5 �. � � drawing no. M04-04 sheet 2 of 9 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . ALL LOADS ARE EXT.(+)/INT.(-). NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4", 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B', 'C', 'F' AND 'G' APPLICABLE TO ALL TUBE MULLIONS. MULLIONS ra r• _.,^L -F ..t.+;�a .'ice895F Wt I- W2� MULLION SPAN ^I e;, !z)z ec::t Irrti?r44i*> �� Al MtJ III ARPANGEMENTS WIDTH (W) = wt + W2 RODUCTREVISED 2 amplYm6 with Orz Fwi&' (1 D.Iam9 18�•6�c30y5-.G$i�p` /1 \ E<oMIA wet' 4Dre 5ggr�y-�t 1 A DESIGN LOAD CAPACITY - PSF (rim MUTJIONS) VERTICAL �u w 0 WINDOW DIMS. 1 X 3 1 1 4 CUSTOM CUSTOM 1 Y3 1 X4 2 X 3 2 X 4 2 X 5 2 X 8 2 X 6 STD. STD. STD. SID. STD. STD. HEAVY WIDTH (M) MULL SPAN Z n q £ Z q O dH a yyVI 0 0 p �ti1 Q' K It Iq 8 0 0 R -A 0 4 Q n U. Z N f J Z o l J Q wen £ 26-1/2' 30' 37' 42' 48' Sy 60' 66' 72' 120' 382 27.5 55.9 97.7 150.0 150.0 - 27.6 - 40.3 70.5 110.6 150.0 - 24.4 - 35.6 622 97.9 150.0 - - - 1 28.9 503 79.3 145.1 - - I - 25.4 443 69.9 127.6 - - - 223 36.9 67.2 111.9 _ _ _ _ 34.6 54.4 99.4 - - - - 31.1 48.9 89.5 _ _ _ _ 28.3 44.5 81.4 - - - - 26.0 40.8 74.6 10-1/8' 26-1/2 SO' 37' 42' 1' 54' 60' 66' 72' 132• - 28.7 20.7 42.0 73.4 116.8 150.0 - 20.7 - 30.3 53.0 64.3 150.0 - - - 26.8 46.8 74.4 136.7 - - - 21.7 37.9 60.3 110.9 - - - - 33.4 532 97.7 N Z J � Wuj m H Z Z J Q n o U H J W J N a n O G, M i Z 3 Z O y N Q , W Ln - - - 29.3 46.5 85.5 - - - - 26.0 41.4 76.0 - - - 214 372 68.4 - - - - 21.3 33.8 62.1 - - - - - 31.0 57.0 19-1/8' 26-1/2' 37• 1. 48' 66' 72' 144' - - - 32.3 585 89.9 150.0 - - - 23.3 401 649 119.2 20.6 36.0 57.3 105.3 _ _ _ - 29.2 46.5 85.4 _ _ _ _ 25.7 41.0 752 _ _ _ _ 22.5 35.8 65.8 20.0 31.9 58.5 - 26.7 52.7 - - - - - 26.1 47.9 - 25.9 43.9 ARCHES INSIDE TO INSCRIBEDNDRRONEAL RECTANGULAR SHAPE NALWN O ra r• _.,^L -F ..t.+;�a .'ice895F Wt I- W2� MULLION SPAN ^I e;, !z)z ec::t Irrti?r44i*> �� Al MtJ III ARPANGEMENTS WIDTH (W) = wt + W2 RODUCTREVISED 2 amplYm6 with Orz Fwi&' (1 D.Iam9 18�•6�c30y5-.G$i�p` /1 \ E<oMIA wet' 4Dre 5ggr�y-�t 1 A VERTICAL GLAZING MULLION PRODUCE GLAZING GLAZING j PRODUCT PRODUCE j 2 ra r• _.,^L -F ..t.+;�a .'ice895F Wt I- W2� MULLION SPAN ^I e;, !z)z ec::t Irrti?r44i*> �� Al MtJ III ARPANGEMENTS WIDTH (W) = wt + W2 RODUCTREVISED 2 amplYm6 with Orz Fwi&' (1 D.Iam9 18�•6�c30y5-.G$i�p` /1 \ E<oMIA wet' 4Dre 5ggr�y-�t 1 A 7 � Q drawing no. M04-04 1 3 GLAZING PRODUCE PRODUCT 7 � Q drawing no. M04-04 1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • ••• • • • • ••• ALL LOADS ARE EXT.(+)/INT.(-). NOTE; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4", 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B', 'C', 'r AND 'G' APPLICABLE TO ALL TUBE MULLIONS. I ANCHORS I ANCHOR TYPES h B. C. D.E AT HEAD/SLE/JAMBS ANCHOR TYPES F k C AT JAMBS ONLY VEfiDCJiL MULLION �HORIZOWAL MULLION ARCHES TO BE P5CR181D [MSIDE RECTAfXNHAR SHAPE �GlAZING �� PRODUCT i ANCHOR ETAL /1 CLA23NG PROWCT GLAZING GL-ZMODM O 3 PROOtICT PRODUCT � �HORIZOWAL MULLION ARCHES TO BE P5CR181D [MSIDE RECTAfXNHAR SHAPE �GlAZING �� PRODUCT i ANCHOR ETAL /1 CLA23NG PROWCT IXAZWG PRODUf.T Wi Ir MUWON SPAN _I ANCHOR TYPES t' -Y h S. C. o. E. `11LLUu1 M:et' :`tr irJe`eL!Gr: AT HEAD/SIWJAYBS ���... WIDTH (W) WT + W2 J #r 2 0 y RODUCT REVISFO tr m4vau z°^° O b• b i O IL OGM'Im Cion 0 m4ho Q z W y�� LL=ol m QbME9 growing no. M04-04 1/4' DNA ULTR Ed, 2 PER CIDP (i ON EACH 1 WOOD BU 1/4' DIA ULTRACONS —R CLIP (1 ON EACH WINO) IOD BUCK OR WOOD TRUCTURE . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... pETRRA(�(�� • • iZ� • I1 I • • • 1 j • • • • NG CUP • • • FIT INSIDE MULL II I 2 X! X idB' J U U ALUM ANGLE 114 SMS 1 1-3/4' O.C. MIN. 1 I 2 PER ANGLE 1 I 1/4' DUL ULTRACONS 1 PER ANGLEI � s �,{�.� MIN. • • • 7rP. 1/4' DN. ULTRACONS 4 PER EACH2 1/4' DL4. ULTRACONS PER ANGLE V (a� � Z y r•mp • • 0 r! N Z �• MI. •.t Og�.V 4MIliG) !d W •• • � ING Cl FR MULL I I i t 2 X 2 X 1/B' cr On O WOOD BUCK I 1 INSIDE 11 11 114 SMS U U ALUM ANGLE Q d b i s�Y)O m i I 1-3/4' O.C. MIN. j �' Z, �J ry I I I I I 1 1 2 PER ANGLE I I LL Z N_ o I I I,=p�`j QWOE 9 O n 1/4' DIA. ULTRACONS 1/4' CIA. ULTRACONS 1n z O Ems. 1- Mw. 4 PER CUP (2 ON EACH WING) 2 PER ANGLE J R If U w �w m � N 7 n � n \FTs' I3 = O •rna, � O �J:g II II i! 1 — ! 11 11Z 3 Z 11 11 I� �1 II I I 3 z �— 'rr'+ 4G CUP 11 I I 1 L -J I FLOATgiG CJD _ R MINSIDE MULL II 11 2 X 2 X 1/B' 2 BY Ir -•i1 SNUG FIT INSIDE MULL II 11 2 X 2 X i/8' J O �. 11 11 UCK 1� �1 IJ LI ALUM ANGLE Q 41 M ALUM ANGLE WOOD B 114 SMS _____________ V JI 114 SMS I i 1-3/4' O.. MIN.Y: I I I 1 1 1-3/4' O.C. MIN. 1 1 O 2 PER CANGLE I 1 i i 1 11 2 PER ANGLE I I ANCHORS TYPE �B' RfMt1C'7 RFNLWICi A! [V'RpEySaR wiih !AC FisFy! 1/4' Dlll ULTRACOlS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. - MIN. EDGE DIST. MIN. EMBEDMENT woo0 r CDNCRETE 2-1/2' �a i.We E:pir:l:ua rex •�4 BY. +TY�Ic Praart _ WOOD - 29Y WOOD BUCKS OR WOOD STRUCTURE S.C. - 0.55 MIN. CONCRETE — fc - 3000 PSI MIN. PRODU=IT-- r T R&ViSE� 1 u clxaNYoR wide dr -- � I ALL:CUPS AND ANGLES TO FIT SNUG Mccy4O TUBE MULLIONS. Aa 14u CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED Ecpilatioe Dtle `. ,t� ++ ;O fTH ALKALI—RESISTAM COATINGS, SUCH AS BITUMINOUS PLANT OR ATER—WHITE METHACRYLATE LICOUER. Nf ''�,, q drawing no. M04-04 OF L1LL�� sheet 5 of 9 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 1/4' DIA ULTRACONS 1/4' DLA.ULTTWANS ANCHORS TYPE 'O' Ed. 2 PER CLIP (1 ON EACH WING) • • PER ANGLE • Ed • 1/4• CIA. ULTRACONS 4 PER CUP (2 ON EACH WING) 1/4' DLA. ULTRACONS 2 PER ANGLE 4.•f4:t• C:? ,eraa_t j • • • • • IN.A 4 3' YIN. • • • • • 1 CONCRETE f'c 3000 PSI MIN. nRODUCf REVISED rs eunpLYa• viYl the Florida Tiuildu18 t fg'p%Glr.Drj.�pp 1 I , ( D41 ^ 11 11 gy '•I ; WATER -WHITE METHACRYLATE LACQUER. -F Mi 1 I IFLOATING • 11 • • • 1 II 11 ire SNUG FR 111510E NULL CUP I I r • yy, �X •� 1 •1 1j• 1 1 •• 1 II Ij j��l �INS. • �I •� 2 X 2 X 1/8' ^ ! ! 1 t 1-3/4. O.C. N414 2 PER ANGLE I I 1 V DIA ULTRACONS 2 PER CUP (1 ON EP.CH WING) CLIP INSIDE NULL /14 4 PER AN 1Q4t& O WHO ILzlo JID j Q W W h V Z 0 � R � U LIIr J� Dl J w Z) 0 M n 7 Z Z3� ° Z : Q W U) SUBSTRATE ANCHORS TYPE 'O' CONCRETE APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS Ed • 1/4• CIA. ULTRACONS 4 PER CUP (2 ON EACH WING) 1/4' DLA. ULTRACONS 2 PER ANGLE 4.•f4:t• C:? ,eraa_t j • • • • • IN.A 4 z m Ea CONCRETE f'c 3000 PSI MIN. nRODUCf REVISED rs eunpLYa• viYl the Florida Tiuildu18 t fg'p%Glr.Drj.�pp ALL CUPS AND ANGLES TO FR SNUG ROTO TUBE MULLIONS. , ( D41 CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO RE PROTECTEDWITH ALXAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR gy '•I ; WATER -WHITE METHACRYLATE LACQUER. -F Mi • • 1 Y 11j •• YY+ II 1 11 I II 11 MH •. 1j• 1 1 •• 1 II Ij j��l II 11 II II 2 X 2 X 1/8' Q�yA VOgp ----------- U ALUM ANGLE 0 C CLIP INSIDE NULL /14 4 PER AN 1Q4t& O WHO ILzlo JID j Q W W h V Z 0 � R � U LIIr J� Dl J w Z) 0 M n 7 Z Z3� ° Z : Q W U) LOCATION OF SCREWS CONNECTING ANGLES TO TUBES 1/4' DLA LATRACONS BY 'ELCO' ULTRA�CONS MAY BE HU OR FLIT HEAD SUBSTRATE ANCHORS TYPE 'O' CONCRETE APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS RowIrr r-'LTWZP 4.•f4:t• C:? ,eraa_t j 4 Ea CONCRETE f'c 3000 PSI MIN. nRODUCf REVISED rs eunpLYa• viYl the Florida Tiuildu18 t fg'p%Glr.Drj.�pp ALL CUPS AND ANGLES TO FR SNUG ROTO TUBE MULLIONS. , ( D41 CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO RE PROTECTEDWITH ALXAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR gy '•I ; WATER -WHITE METHACRYLATE LACQUER. -F Mi LOCATION OF SCREWS CONNECTING ANGLES TO TUBES 1/4' DLA LATRACONS BY 'ELCO' ULTRA�CONS MAY BE HU OR FLIT HEAD SUBSTRATE Ed. � NtH. EDGE DIST. MIN. EMBEDMENT CONCRETE 2-1/2• 1-3/4• M . . ••• • . . ... . . . . . . . . . . 5/16- DW ULTRACONS 5/16" DIA. ULTRACONS Ed. 4 PER CUP (2 ON EACH WING) f 2•PER ANK]1EE • • 000 • • • • • •• • • • • • • • • • • • • Tw .. • f ' • •., . .. • • • ,. _,•..'. ,. �•• •• N ••• VG CLIP • • • FIT INSIDE MULL 114 SMS 4 PER ANGLE • ••• •• . f • 1 X 2 : *1/6- • • • A1 -f AUGLE • • • ••• •• LOCATION Of SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'E' APPLICABLE FOR 4', 5" AND 6' TUBE MULLIONS 5/16- DU. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT CONCRETE 1 3-1/8' 2 - CONCRETE = V. = 3000 PSI MIN. ALL CLIPS AND ANGLES TO FTr SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS. SUCH AS BITUMINOUS PANT OR WATER -WARE METHACRYLATE LACQUER. 1914 Fey ' `•S6ifPsi'WiT fk1R+ is Ommd W w.N do FlaNld" ''moi •� SZ 1 y g • � 3S3 • STA OF?�!/w� drowingo no. ����r/�.•AL1�1�`` sheet 7 of 9 1/4- DU. ULTR CLIP (1 ON EACH I /Az ANCHORS TYPE 'F' AT JAMBS ONLY . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 1/4' M. ULTR4DON$ • • • ♦ PED AN.LE • • • I FIT Nsi mE MALL i i1 • 2AQ�iu�lGcxi�' +14 SMS • U • • • • 2 PER ANGLE I I • . 1/4- DIA.ULTRACONS E. •2 7 •4' MIN. 4 PER CLIP (2 ON EACH WING) • . •TYP. • 1/4- DLA. ULTRACONS 2 PER ANGLE 11f1 �� 3 O z a P O '� Y \ 3R d a . . •• I I I I • •• I I I ° v ii ii- 11 II� Obi• • It_JI �� I FLOATING CLIP SNUG m INSIDE MULL 1 1 t l 2 X 2 X 1/8' 01` C ------------- L J 11 11 ALUM ANGLE 11. . %14 SMS I I O' °a O 4° t I 1 t I t -J/4- O.C. WN. I I O a I I 1 I 2 PER ANGLE I I ar q J 1 Q W W f F h Z I .� O J n o Li OJ F In In n Oal"tj i � Z Z; - o 2E J O R Q 41n��J"� 1/4- DLA. ULTRACONS BY .Im. ULTP.ACONS MAY BE HEX OR FLAT HEAD SUBSETS lEd. - MIN. EDGE DIST. MIN. EMBEDMENT MASONRY 1 2-1/2' 1 1 -1/4 - MASONRY - C-90 HOLLOW/FILLED BLOCK r. - 2000 PSI MIN. ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECIED DIREMY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACOUER ANCHORS TYPE 'G' AT JAMBS ONLY a aa' o §§ 0 o � c ````11111111111jIY' o n REYISFD � 3 �• . EzyDMe R B TE OF drawing no. M04-04 Mi Product � isr� 1 �pL 11��A` ` sheet E of 9 • • • • • • • • • • • • ••• • • • • ••• DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACr7'Y - PSF WINDOW DIPS. ANCHORS QUANTITY WID MULL AN 28 3 4 • 14 SM5 METAL STRUCTURE 47 z 3 OR 4 ANCHORS [OR ?e -IJ!• • SI.6• • SEE CHART FOR CAPACITY TUBE MULLION 19-f/8• • 93172.695,9 •3Q'• • • • 9 • 37' 48.4 --------------- 42•42.7 48• lk' 37.3 -------- •u, •••{10 FM SMS 60'• • • • 69.9 • Mi S9� 2/ SIDE150.0 X66 •7 54'3 1/8' 1HK:K ALUM CHANNEL 1 i 72'w • 84.9 • i7•T• LENGTH TO FTT SNUG I I IHTD MULl10N I I TUBE MULLION i I I TUBES MAY BE NOTCHED AS SHOWN ANGLE 0 ALLOW INSTALLATION CAULK JOINT AFTER ASSEMBLY I I /14 FH SMS I II 1-1/2" O.C. MIN. ORAL STRUCTURE I ACCESS HOLE FOR SEE CAPACITY TUBE MULLION j 1 1 I _____ ___ ______ _____------- _�______ I I ________ ________ ------ ----- ------ ------------- I I I I t I SCREW B15TALlED IN EDHAN ER 1 I /10 FH SMS I 1 DRECiION ®� I 1 2 PER CUP I I 1 �I i 1' O.C. MIN. I I I { I I I 1 1 ' • (FOR 2BY TUBE) 3/4 1-3/4' X 2' X 1/8 X 2' X 1/8' FOR (t ELY TUBE) ALUM ANGLE CUT TO FR SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION J14 SMSjTEKS SUBSTRATE Ed. MIN. EDGE DL4T. MIN. CL TD CL SPACING ^r •,� ,. METAL 5/8' 1/2" - '� METAL 1/8" MIN. THSTEEL Fy - 36 KSI MIN. Kolp. 1/8• MIN. THK. ALUMINUM (6063-T6 MIN.) ``111�11111111711rr/'' `� Jtq` : • i�� gyp.•• i •. 200UCT NSl1SW= vY ani LLe rAld& PROTH1q REVISE - tianl o& .e wmNY� widt 11K F•WI. -1"! •• {7 <crttxr. t4v 1 d l.i1d'n9 Code _ � Fb 18.OZo5.05� '. : (�; OF �� E:rr. •;,� s E4a '2024 31-11. De Dot. ��° .� • L4deFrcdax � Prodeo ,1j1rI111111\11 V ; /1!� �Y c Z o n O = L a j 0 C 04a' p------ d yl Q60• Cr72" Lag 0 • N ¢ Q W Z 4111 G - g OLL a Q W • f WINDOW DIMS. ANCHORS QUANTITY WINDOW DW. ANCHORS QUANTITY WIDTH (W) MULL SPIN 2 3 4 WIDTH (W) MULL SPAN 2 3 16-1/5' 25-1/2' b• 37" 42• 54" 38-3/8'150.0 150.0 150.0 150.0 19-1/8' 28-1/2' b' 37' 42• 48••64.0 54' 6D' 66` 72' 150.0 150.0 1y.0 150.0 15D.0 150.0 115.9 150.0 1 .0 150.0 150.0 150.0 102.4 150.0 15D.6 150.0 150.0 150.0 83.0 124.5 150.0 150.0 73.1 109.7 146.3 150.0 96.0 128.0 150.0 150.0 56.9 a5.3 1134 Mi5OO150.0 150.0 150.0 51.2 78.8 102.4 150.0 46.5 699 93.1 140.1 150.0 42.7 64.0 85.3 19-1/8' 26-1/2' b' 37' 42' 48' 54' BO' 66' 72• 50-5/8" 50.0 150.0 150.0 19-1/8' 26-1/2' b' 37' 42' 48" 5 4' BO• 66• 72• 96• 1403 150.0 150.0 -1 150.0 150.0 150.0 101.4 150.0 150.0 150.0 150.0 150.0 89.5 134.4 150.0 137.8 150.0 150.0 726 109.0 145.3 121.4 150.0 150.0 64.0 96.0 128.0 106.2 150.0 150.0 56.0 84.0 112.0 ii Z O .-. J v J lil J W m cr 3 n O 0 ~ M n Z _Z O 3 Z n Q U) 0 1 R Win 94.4 141.6 150.0 49.8 74.7 99.6 85.0 127.4 150.0 449 672 89.6 77.2 115.8 150.0 40.7 81.1 81.5 70.8 106.2 141.6 37.3 56.0 74.7 19-1/8' 26-1/2' b' 37' 42' 48' 54" 60' 66" 72' Sg• 150.0 150.0 150.0 15D.0 19-1/8' 26-1/2' b' 37' 42' 48' 54• 60" 66" 1. 108' 124.9 150.0 150.0 150.0 150.0 150.0 902 135.2 150.0 148.3 150.0 150.0 79.6 119.5 150.0 120.2 150.0 150.0 64.a 96.9 129.2 165.9 150.0 150.0 56.9 85.3 113.8 92.7 139.0 150.0 49.8 74.7 99.6 824 123.6 150.0 44.2 66.4 88.5 74.2 711.2 14..3 39.8 59.7 79.6 67.4 101.1 134.8 362 54.3 724 61.8 92.7 123.6 33.2 49.8 66.4 19-1/8• 26-1/2• b' 37' 42• 48' 54' 60• 66" 72' 63• 150.0 150.0 150-0 19-1/8' 26-1/2' b• 37' 42` 46' 54' 60' 66• 72• 120' 112.4 150.0 150.0 150.0 150.0 150.0 81.1 121.7 150.0 138.5 150.0 150.0 71-7 107.5 145.4 • •. • 0 _ o .� ¢ O _. = I� 3 S 0 i $ � S $ ^o w _ ,1 .. $ • y o - n g �, S a 110.7 150.0 150.0 58.1 87.2 118.2 97.5 146.3 150.0 51.2 76.6 1024 85.3 128.0 150.0 449 672 89.6 75.9 113.8 150.0 39.8 59.7 79.6 68.3 1024 136.5 35-9 53,21 713 821 93.1 124.1 326 48.9 65.2 55.9 $5.3 113.8 29.9 44.8 59.7 19-1/8 26-1/2' 30' 37' 42' 49' 54" 60• 66" 72' 74-1/4' 150.0 150.0 150.0 19-1/8' 26-1/2• b• 37' 42" 48' 54" 60' 66" 72' 132• 1022 150.0 150.0 131.1 150.0 150.0 73-8 110.7 1473 115.8 150.0 150.0 652 B7.7 1303 93.9 140.9 150.0 52.8 79.3 105.7 82.7 124.1 150.0 46.5 69.8 93.1 724 108.6 144.8 40.7 61.1 81.5 64.4 96.5 12B.7 362 54.3 724 57.9 66.9 115.8 32.6 48.9 65.2 52.7 79.0 105.3 29.6 44.4 592 r---71-72.4 96.5 272 40.7 54.3 droning no. M04-04 Shcel 9 of 9