The URL can be used to link to this page

WS-18-1711Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address r Parcel Number Permit Type:`Windows/Shutters at Permit NO. WS-6-18-171' 1 Iork Classification: Window/Door. Replacem Permit: Status: APPROVED Expiration: 01/07/2019 Applicant 1214 NE 92 Street Miami Shores, FL 33138- 1132050270480 Block: Lot: STEVEN & VIRGINIA WEBER Owner Information Address Phone Cell STEVEN & VIRGINIA WEBER 1214 NE 92 Street MIAMI SHORES FL 33138-2937 (631)379-8547 1214 NE 92 Street MIAMI SHORES FL 33138-2937 Contractor(s) Phone HIGH END WINDOWS & DOORS LLC (954)782-7100 CeII Phone Valuation: Total Sq Feet: $ 8,900.00 0 Type of Work: INSTALL ONE IMPACT WINDOW AND ONE I No of Openings: 3 Additional Info: INSTALL ONE IMPACT WINDOW AND ONE I Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $5.40 $2.00 $2.00 $1.80 $130.00 $45.00 $9.00 $7.20 $202.40 Pay Date Pay Type Invoice # WS-6-18-68013 06/22/2018 Check #: 12102 07/11/2018 Check #: 12179 Amt Paid Amt Due $ 50.00 $ 152.40 $ 152.40 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Structural 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 ce construction and zonin all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating uthermore, I authorize the above -named contractor to do the work stated. err✓ Y-"e-2 Autrzed Signature: Owner / Applicant / Contractor / Agent July 11, 2018 Date Building Department Copy July 11, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-000458-2018 Permit Number:. WS-6-18-1711 Scheduled Inspection Date: October 05, 2018 inspector: Naranjo, Ismael Owner: STEVEN & VIRGINIA WEBER Permit Type: Windows/Shutters Inspection Type: Building Final Work Classification: Window/Door Replacement Address: 1214 NE 92 ST Miami Shores, FL 33138 Project: <NONE> Contractor: HIGH END WINDOWS & DOORS LLC MICHAEL ARLON MCCARTY Phone Number: 6313798547 Parcel Number: 1132050270480 Phone Number: 9547827100 Building Department Comments INSTALL ONE IMPACT WINDOW AND ONE IMPACT DOOR IN 2 OPENINGS THIRD OPENING IS A COMPLETE BLOCK OUT Checklist Item General Comments Passed False Comments Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. October 04, 2018 For Inspections please call: 305-762-4949 Page 9 of 27 BUILDING PERMIT APPLICATION Miami Shores Village RECEIVED Building Department JUN 22 2018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Of Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 (*() FBC20fl Master Permit No. (e)' I 11 Sub Permit No. (UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS:1).14 �Jb 612KlCi k' City: Miami Shores County: Miami Dade Zip: i 3� Folio/Parcel#:'t 3205-O01153-6 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 'J \(0)fl )O. w C.�ry- Phone#: ' OS-172- CIy {5 Address: VIM }E O L II -{- City: t 'r(11 art .5 State: IQ(i co.. Zip: ]313g Tenant/Lessee Name: �p Phone#: Email: Jicoi'�14'1JrV j 3TYl'1-i 1 , (Cr) ti1 CONTRACTOR: Company Name: i4‘310 ali`k{\T Y, S t. TC5 Phone#: QS I-7r.," 7(t2) Address: 'k4 72 S I2 1 S(( e (- t j City: Ip7(1(\I (,1 eeo..eih State: flar1 do Zip: 33D60 Qualifier Name: N Id 1pv'e t 7__0,f-i- Phone#: ?(11- 7Z -? (co State Certification or Registration #: GCs'0.01t4$ Certificate of Competency #: DESIGNER:Architect/Entgiinee�rt: [O„}e y 5 ern wrertn9 Phone#: 154-Mt-GIN Address: trrQ) 3 r14: ,° eCN ( Huoy 7 City: careTkin {-lState: . Zip: 31)6.2 6 Value of Work for this Permit: $ �(JJ1 O Square/Linear Footage of Work: Type of Work: ❑ Addition'Er-Alteration IAlteration ElNew ❑ Repair/Replace Elpemolition Description of Work: i'u Ui /'0 0PoCf- J/4dau 6 1 C I fOQC7 d J fi✓ A6 P Q 11.0,e hocv,0 Specify color of color thru tile: Submittal Fee $ Permit Fee $ 130 ' a) CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Z . DBPR $ 7 , c) Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ I SZ ' `T 0 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is 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 /W.\IER or AGENT The foregoing instrument was a 12 day of j��P o nowledged before me this ,20 / 8 , by , who is personallyllknown to ( me or who has producedc01( � V t l4;p identification and who did take an oath. NOTARY PUBLIC: Sign: Print: APPROVED BY (Revised02/24/2014) RICHARD ROBERT BENCA Notary Public - State of Florida 1 • • Commission # GG 165637 My Comm. Expires •r 1, 2022 *: tiepolososrstO ate: i,naF!R /;/(4/0 7 Plans Examiner as Signature CONTRACTOR The foregoing instrument was acknowledged before me this �l day of �V ,20 /c , by is p rsonally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: 'P `,,, RICHARD ROBERr9EN t.• Notary Public - State of Florida • : �.l) ; • : Commission # GG 165637 "..g11,, My Gomm, Expires Apr 1, 2022 Fn F�,,a`' gatitl9�'thloUpnNotei"NaelY Pon. Zoning Structural Review Clerk Property Search Application - Miami -Dade County Page 1 of 3 PEDRO J. GARCIA MIAMI-DADE PROPERTY;APP When buying real estate property, you shouts not assume that property taxes will remain t a same. Whenever there Is a change in ownership, the assessed value of the property may IMPORTANT reset to full market value, which could result In higher property taxes. Please use our Tau Estimator to approximate your new property taxes. MESSAGE SEARCH: The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tex Collectors websde directly for additional Intormehon. Address Owner Name Subdivision Nome Folio 1214 ne 92 at PROPERTY INFORMATION 0 Folio: 11.3205.027-04E00 Bub.DIvlsion: BAY LURE Property Address 1214 NE92ST Miami Shores, FL 33138-2937 Owner STEVEN D WEBER VIRGINIA I WEBER Malang Address 1214 NE 92ND STREET MIAMI. FL 33138 PA Pdmery2one 1100 SOL FAMILY - 2301-2500 SO Pranary Land Us* 0101 RESIDENTIAL- SINGLE FAMILY : 1 UNIT Bees ,BId.r Halt 312/0 Floors Living Units 1 Actual Area 2,928 Sq.Ft Oohs Area 2,3845q.Ft Adjusted AM 2.656 Sq.Ft Lot Size 9,375 Sq.Ft Year Built 1952 Featured Online Toole Suite ®. ©0 Comparable Sales Gkesary Non -Ad Valorem Aasaeemerte PA AdditiorW Online Toole Property Record Cards Properly Search Help Properly Taxes Report Dmcrepancies Report Homestead Fraud Tax Comparison Tax Eellmalor TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION 0 BENEFITS INFORMATION 9 20181MPORTANT NOTICE: The assessment and exemption values currently shown are preliminary and are subject to change Vrei they are certified on July 1. Year 2018 2017 2016 Land Value 5337,500 $337.500 5314.250 Building Value $207,500 3194100 $195.641 Extra feature Value $46,264 $46,732 $47,200 Market Valle $591.264 $575332 0557,091 Assessed Value $511.043 2501,120 $490,813 TAXABLE VALUE INFORMATION 9 201a 2017 2018 COUNTY Exemption Value $50.000 $50.000 $50,000 Taxable Value $461,643 $451,120 $440,813 ecltool_ e40e60 exemnwon value 826.030 $26,000 $25.000 Taxable Value $465,843 $478,120 9465,813 CITY Exemption Value $50,030 $50A00 $50, 00 Benefit Type 2018 2017 2016 Save Our Home Cap Assessment Reduction $79,521 $77,212 $86,278 Homestead Exemption $25,000 $25,000 925,000 Second Homestead Exemption $25,000 $25,000 $26000 Noe. Not as bene4s are applicable to all Taxable Value (i.e. County, School Board, City. Regional). FULL LEGAL DESCRIPTION 0 BAY LURE PB 4463 LOT 10 8LK 3 LOT SIZE 75.000 % 125 OR 13710-147 0588 6 httos://www.miamidade.2ov/probertvsearch/ 6/20/2018 Sales Contract Date: J,,, Legal Owner: V i r inl4 Weber Address:' P- I NE q Street City: PJsathi Skirts State: Zip: 53158 Phone: 305- 779.- LL/I5 Email: Vir51 ilj'11 W 4 91'mq 1' i:G�li F High End Impact Windows & Doors 1472 S. Dixie Highway E. • Pompano Beach, Florida 33060 Office: 954-782-7100 • Fax: 954-366-5369 www.impactwindowsNdoors.com h'IGIlEND IMPACT WINDOWS & DOORS 7 Licensed & Insured High End Windows & Doors CGC 1520948 ❑ High End Impact Windows & Doors 09-G-15171-X Description of Project: tip o 1 � F Cle\ t-< . . ex, - 9y fr-1 f 4 . 5 0 l,.ti, Contract Amount: $ Engineering: $ Li -' -- .� c 'tom F-I2. r Permits: $ Qt / (S 10 ,ecf 4,1U� Total Contract Price: $ 1st Payment (10%): 2nd Payment (40%): To pull permits S 60. 0 3rd Payment (40%): Final Payment (10%): To order materials IS c.c?.0 Upon arrival of materials & installers Due on Completion I understand that with my signature I am entering into a contractual relationship with the Seller to perform the project described above for the Contract Price and terms and conditions set forth herein. This Sales Contract is subject to the terms and conditions set forth on the reverse of this and the attached sheet. Legal Owner: Legal (if different): Officer: Date: I id PURCHASER'S RIGHT TO CANCEL. Purchaser may cancel this Sales Contract by providing written notice to seller in person, by email to Highendwindows@comcast.net, or by certified or registered mail. Notice of cancellation must indicate that the Sales Contract is cancelled, and must be delivered or post marked before midnight of the third business day after Purchaser's execution of this Sales Contract. The Seller may not keep all or any part of deposit if the Sales Contract is cancelled. H/CHEN. D IMPACT WINDOWS & DOORS Licensed & Insured High End Windows & Doors CGC 1520948 o High End Impact Windows & Doors 09-G-15171-X Date Job Design Legal Owny'r5 . er. ; ill i q Weber Address. I). iii Ng 4v, Shut City Pliaivi 3411-(95 State: _tit. Zip. 33I3 g Phone. .3k5- 77Q- 05' Email: Viryi milli wekr j mail , com High End Impact ndows & Doors 1472 S. Dixie Highway E. • Pompano Beach, Florida 33060 Office: 954-782-7100 • Fax: 954-366-5369 • www.impactwindowsNdoors.com ti-t< o # MANFU. ITEM W H CONE HINGE GRIDS FRAME TINT GLASS ZONE NOTES 1 - --) 2 E 1-.*- (-I 4, ) 3 , 3.5, 56% 3...c ,>‹," t-j Rit, 71 5 3 T m 717) —7 6 3 /..5 )C X a. 4-IA 1j (wczy 7 //4. 6-12,)-+:.c. ip-,,,,e, 4 5 6 7 8 9 10 11 12 13 14 15 16 ,i 17 , : k Miami Shores Viiiage 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: Qualifier/Owner Signatu'e 1 ate Print Name IHEJVD IMPACT WINDOWS & DOORS RECEIVED JUN 2 210 q°t( 4.1 1472 S. DIXIE HWY, POMPANO BCH, FL 33060 EMAIL; HIGHENDWINDOWS@COMCAST.NET OFFICE; 954-782-7100 FAX; 954-366-5369 LIC # 09-G-15171-X Job Address Weber, Steven & Virginia 2 -1214 NE 92 St. Miami Shores, FI 33138 City of Miami Shores WINDOW/DOOR SCHEDULE WINDOWS/DOORS MULLION BARS SPACING EDGE & O.C. SHUTTER WINDOWS & DOORS # size APPROVED PRESSURE pos / neg REQUIRED PRESSURES pos I neg PRODUCT APPROVAL # GLASS type/size FASTENER TYPE / SIZE HEADER SIDES SILL Y / N YES / NO NOA # BAR SIZE - # FASTENER CUP/BAR 1 COMPLETE BLOCK UP - SEE ENGINEERING 2 74 X 50 +75/-75 +45.6/-59.1 18-0503.07 A 7/16 1/4 ELCO 4, 11 4, 10 4, 11 N N 3A +74.2/-74.2 N Y 17-0717.02 4" X 4' X 80" - 4 TAPCONS CLIP 3B 76 X 80 +75/-75 +44.1/-48.2 18-0116.03 A 7/16 1/4 ELCO 5, 13 3-1/2 5, 13 N N 3C +74.2/-74.2 N Y 17-0717.02 4" X 4' X 80" - 4 TAPCONS CLIP COMPLETE BLOCK UP FROM 74 x 50 5/8 HORIZONTAL ROLLER TO COMPLETE BLOCK UP FRONT DOOR 3 OPENING # 3 - PLEASE SEE SPECIAI.+IRISTJ J rldRFfiARIINC Mtge BARS AND FRENCH DOOR • • • ••••••• • • • •• ••• •• • • • •• • ••• ••• ••• • • •• • • • •• • . • • • • • •• •• • • • • • . • • •• •• • •• • • •• •• • • • • • • • • • • • • • .•. • • • • • •• • • • • • • •• • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • p45 L8IZ:I( PERMIT #: Miami Shores Village APPROVED I u T NCE WI Di ALL. FEDERAL STATE ANL) CCUN { riULES AND REGULATIONS CATEGORY Engineering Services, Inc.5 1600 S. Federal Hwy Ste 207, Pompano Beach, FL 33062 (954) 784-6991 Tel • (954) 781-5708 Fax amanda@c5es.com • CA #25854 Florida Building Code, 6th Edition (2017) ASCE 7-10 Design Pressures for Components and Cladding Risk Category Ultimate Design Wind Speed (VW,, mph) Nominal Design Wind Speed (Va,,,,, mph) Exposure Category Enclosure Classification Internal Pressure Coefficient (Gcpi) Directionality Factor (Kd) I1 175 136 D Enclosed 0.18 0.85 Contractor Prepared By Client Name Job Location HVHZ Our Ref High End Impact Windows & Doors AS Weber 1214 NE 92 St Miami Shores, FL Yes HEI W1180508 The allowable pressures provided here (W*A) are given as 0.6*W�„ where W„,, is the wind pressure calculated in accordance with Chapters 26 and 30 of ASCE 7-10 using the ultimate design wind speed (V„i,) and the parameters given above. W„d as provided here is an appropriate load for use when: 1) Evaluating tested products for components and cladding; 2) Designing mullions, framing, and other supporting structures using Allowable Stress Design; 3) Specifying fastener schedules using Allowable Stress Design. The load combinations specified in Chapters 2.3 and 2.4 of ASCE 7-10 shall be applied. No further reduction in allowable stress shall be taken (other than load duration per Chapter 23 FBC). Mean Roof Height (ff) Roof Slope (x:12) Building Width (ff) Building Length (ff) Width of Edge Strip (ff) 15 3 60 80 6 Opening ID Opening Description Zone Opening Elev. (%!) Opening Width (in) Dimensions Height (in) Required Pressure Positive (ps1) (W,,d) Negative (psi) 1 Complete Block Up - - - - - - 2 Horizontal Roller 5 9 74 • 50 45.6 -59.1 3 French Door 4 9 76 80 44.1 -48.2 •••• • • • • •••• • • •• • • •••• • • • • •••••• • •••• •• • -• • •••• • •—•' • •• •••••• •• • --• • •• •• • •—•- • •• •••••• • • • • • • • • • waaa-• • • • • •• _Al• • •• • • Emma T. Mellinger, P.E. FL PE# 50049 GENERAL NOTES This Signed and Sealed Design Applies to the Complete Block Up / Installation of New Door, As Shown Herein Only. No Other Warranty, Express or Implied is Intended. Contractor Shall Field -Verb Existing Conditions and Immediately Notes Engineer of Any Discrepancies Herein. This Design is Based on Information Provided to the Engineer by the Contractor. All Work Shall be Performed in Accordance with the Florida Building Code, 6th Ed. (2017) and Local Codes and Ordinances that May Apply. DESIGN NOTES Wind Loads Calculated in Accordance with FBC, 6th Ed. (2017) and ASCE 7-10: Vult=175 mph, Exp=D CMU Ties @ 16" o/c Block Up Existing Opening with CMUs to Accommodate New Window 4 • e d• 4 a o d o . e o 4. d o Existing Reinforced Concrete Header e o. ° • e d e: A e e . 44 • 0 AIM ■ A t MINIM 1: 1 CMU Ties @ 16" o/c Fill Cells in Existing Wall with Grout From Concrete Header to Slab. Reinforced with (1) #5 Rebar, Drilled and Epoxied into Header and Slab(Min. 4") • e e • • Existing Reinforced ; Concrete Slab °'° • OPENING #1 COMPLETE BLOCK UP Existing Opening Size: 74" x 51" Existing Masonry Wall • • • • • • • • • • • • • • • • •• . •• .. • • • •• • • • ••• •• •• • • • •• ••.•• . •• •• • • • • • • •.• •• • • •. • • • • • • • • • . • • •• • •. • • • • • NOTES: • Block Up Existing Masonry Openings to Match Existing, As Shown. See Detail for New Masory Wall Section. • New Masonry Wall Shall Comply with ACI 530. CMU Shall Conform to ASTM C 90. All Grout Shall Reach Min. Fc=3000psi in 7 Days. Mortar Shall Comply with ASTM C270, Type M(Min. Average Strength 2500psi). • #5 Rebar Shall Be In Accordance with ASTM A615. .• • • • • • • • • •' •• • • CATEGORY Engineering Services, Inc. 1600 S. Federal Highway. #207 Pompano Beach, FL 33062 954) 784-6991 COMPLETE BLOCK UP / NEW DOOR Weber Residence, 1214 NE 92 St, Miami Shores, FL Dwg: HEI W1170619 Rev: 0 By: ME Sheet: 1 of 3 Date: May 19, 2018 No. Revisions By Emma,t. Mellinger, P.E. FLU PE #50049 CA #25854 1" x 2" Furring Strip @ 16" o/c Typ R-3 Insulation 7- 7/ 00.;44•••••••••••••••••••400. l••••••••••••••••••111�0j0• D.A •• A • D 16"o/c Typ Y2' Drywall Fastened to Furring Strip with # 10 Drywall Screws @ 4" o/c INTERIOR 16' o/c Typ I � e A • •' De • A •P D A. A. . • • �...v6�•*e r...'•=i'>4 .:.•i: y: ;ry�y2Jy.I 4.,ge: 'w•"�-.r.. 7yr. •:Y.,.e.Y�)...•». •.':1,.�.:.:,: ?%..i.+• • 46,.•a'-..nclgyf'+4•'j.,:c•..F.. 5•!..: •:•a.:•,..7r+tf.� -......•..r p.....+..r.,'sa:�.f..r�• ,�iF1�'.'C.•i.:7.__?'T,..Cr_;.n_4s.• 7.:�'R:b< �- f^-^r:..,•:a,(s.f-VGs`1Z34iR.(;!•.ar;r)i cf'•Fiir1. A z l/ • A • A D• •A • . A ' • C. A EXTERIOR . V . ' Masonry Block Wall NEW MASONRY WALL DETAIL A. Y2" Stucco Fasten Each Furring Strip to Masonry with %4' x 2" Tapcons @ 12" o/c, 2" From Ends .... • • • .••• • • . .. • •••• • . • •• • • •• • • • • ••• • •• • • • •• • • • • • • • • •• •• • • • • • • ••• •• •• •• • • • • • • • • • • • , • • • •. • •• . • • • •• . CATEGORY Engineering Services, Inc. 1600 S. Federal Highway. #207 Pompano Beach, FL 33062 (954) 784-6991 COMPLETE BLOCK UP / NEW DOOR Weber Residence, 1214 NE 92 St, Miami Shores, FL Dwg: HEI W 1 170619 Rev: 0 By: ME Sheet: 2 of 3 Date: May 19, 2018 No. Revisions By Emma T. Mellinger, P.E. FL PE #50049 CA #25854 Existing Reinforced Concrete or Masonry Wall Y4' Tapcons@6" o/c, 4" from Ends(Min. 1 3/4' Embedment, Min. 2 Y2' Edge Distance in Concrete) 4 4" x 4" xY$' Aluminum(6063-T6) Tube(Set in Bed of Construction Caulking) // 7, 77777,,,,,// 7/Z7/ / r / - / / / / / / / / / / / New Door OPENING #3 / / / / / / / / / / / / / /,7 iiiiiiiiiiiiiiiiiii/ 4 NOTE: • Fasten New Door to Aluminum Tubes at Jambs and to Existing Substrates at Head and Sill In Accordance with Specific Miami -Dade NOA. • Seal All Joints with Construction Caulking. Existing Reinforced Concrete or Masonry Wall Y4" Tapcons@6" o/c, 4" from Ends(Min. 1 3/4" Embedment, Min. 2 Y2' Edge Distance in Concrete) • • • • •••• • • • •• • •••• • • • •• • • • •••• •• • • • ••• • • ••••• •• •• •• • • • • .• ..••• •• .• • • . • • • • • • • • ••• • .• • • • • ••• • • • • • • ••,•• • • • •• • • CATEGORY Engineering Services, Inc. 1600 S. Federal Highway. #207 Pompano Beach, FL 33062 (954) 784-6991 COMPLETE BLOCK UP / NEW WINDOWS Weber Residence, 1214 NE 92 St, Miami Shores, FL Dwg: HEI W1170619 Rev: 0 By: ME Sheet: 3 of 3 Date: May 19, 2018 No. Revisions By Emma T. Mellinger, P.E. FL PE #50049 CA #25854 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE=OF!-ACCEPTANCE (NOA) Eiirotech Industries; Inc. 4201' NE' 12th Terrace FFt.:La'nderdale; FL 33334 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 materirl•fails to perform in the accepted manner, the manufacturer will incur the expense of such tasting and the•Atit may immediately revoke, modify, or suspend the use of such product or material within •tgeir:jurisdietkr.RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade county Product Control Section that this product or material fails to meet the requirements of the applicable bui,l ipg code... • • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy • . This product is approved as described herein, and has been designed to comply with .the Flortla•$pilding • Code, including the High Velocity,Hurricane=Zone= ---= - ' - - ,,.., •. • DESCRIPTION: Aluminum -Horizontal Sliding Window — L.M.I. -- `"• • • • • • • ' — APPROVAL -DOCUMENT: Drawing No. W03-71,, title`d."Alu• m Horizontal Rolling WiOdow CL.MJ.)", •. sheets 1 through 7 of 7, dated 08/21/03, with revision H dated 01/26/18, prepared by Al-Barooq Coffkration,. signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Centro; Revision stamp • with the Notice of Acceptance number and expiration date by the Miami -Dade County Product (surer Section. • MISSIL-E:IMPACT:RATIN:,Large and. Small.lVIissile:Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 15-0908.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. MIAMI-DADE COUNTY APPROVED S.2. osjasbee NOAtNof18=0503:07 ExpirationDate: Decemtier' 18, 2019' A'pprovalDate:- May =31; 2018 - - Page'1 • Eurotech Industries, Inc. 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. 03-1017.03) 2. Drawing No W03-71, Sheets 1 through 7 of 7, titled "Alum Horizontal Rolling Window (L.M.I.)", dated 08/21/03, with revision G dated 08/12/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 •' •'• 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS.202-94 •,,, along with installation diagram of an aluminum horizontal sliding window, preparrd:by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-04'417'61 dated 08/02/04, . signed and sealed b Rafael E. Droz-Seda P.E. ••'• • • • (Submitted under NOA No. 06-1019.04) • . : . . 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • •' .. • : • • • • 2) Uniform Static Air Pressure Test, Loading pet TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94: 4) Forced Entry Test, per FBC 2411 3.2.1 and T4 2702-94 ' • • along with installation diagram of an aluminum horizontal sliding window, prtp�.rgd by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1323, dated 06/06/03, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 03-1017.03) Revision dated July 12, 2007, signed and sealed by Rafael E. Droz-Seda, P.E. 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of an aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1821, dated 06/06/03, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 03-1017.03) • • • • • . • • • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 08/07/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0503.07 Expiration Date: December 18, 2019 Approval Date: May 31, 2018 E-1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. NOA No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. NOA No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Letter of conformance complying with FBC 5th Edition (2014), and of no financial interest, dated 08/07/2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E G. OTHER 1. NOA No. 13-0815.08, issued to Eurotech Industries, Inc. for their Aluminum Ioii2tital Sliding Window - L.M.I., approved on 10/31/13 and expiring on 1/0.8/ 8. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS • • . . .. . . . ....• .. . . . 1. Drawing No W03-71, Sheets 1 through 7 of 7, titled "Alum Horizontal Rolling Window... (L.M.I.)", dated 08/21/03, with revision H dated 01/26/18, pre}, Sd by; •41-Faooq' •: • • • Corporation, signed and sealed by Javad Ahmad, P.E. • .. • • . . B. TESTS • . • • • 1. None. • • • .•. • . • • • • C. CALCULATIONS 1. Anchor verification calculations complying with FBC 6th Edition (2017), dated 01/12/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. NOA No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. F. STATEMENTS 1. Letter of conformance complying with FBC 6th Edition (2017), and of no financial interest, dated 01/12/2018, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. One (1) year renewal for NOA No. 15-0908.05, issued to Eurotech Industries, Inc. fo their Aluminum Horizontal Sliding Window - L.M.I., expiring on 12/18/18. Sifang ao, P.E. Product Control Examiner NOA No. 18-0503.07 Expiration Date: December 18, 2019 Approval Date: May 31, 2018 E-2 • • 111" 38" VENT WIDTH 32 5/8' D.L.O. WINDOW WIDTH 32 5/8" AWL ANCHORS READ. FOR 600D INSTALLATIONS ONLY (1) AT STD. MTG. STILE ENDS (2) AT H.D. MTG. SOLE ENDS 32 5/8' D.LO. D.LO. FALSE MUNTINS OPTIONAL C II u it I 1 I 5 — ii D it 6 — O fY 1 1 if 11 I r 0 ;I Y 1 I . 11" MAX. HEAD/SILL 92" 0 . i TZ n 0 3 0 x 46 1/16" WINDOW WIDTH ADDL ANCHORS REDO FOR WOOD INSTALLA (1) AT STD. MTG. (2) AT M.D. AUG. STILE VENT WIDTH 40 11/16" D.LO. 40 11/16' O irr 1 0 D.L.O. 11I I I m 0 126 1/4' 43 1/8" VENT WIDTH 37 3/4" D.L.O. WINDOW WIDTH ADDL ANCHORS REQD. FOR WOOD INSTALLATIONS ONLY (1) AT STD. MTG. SOLE ENDS (2) AT H.D. MTG. SOLE ENDS 37 3/4" D.LO. 37 3/4' D.LO. gl.„E VENT HEIGHT 55 15/16" ;I 11 1 I I I 6 II �i i1 € _ d.7 d — I /) ',II ri 1 Ii' � /^I / Ir I II 11/i 11', 1i II ,^ 1 ,--- 11' MAX. HEAD/SILL w TING FOR THESE WINDOWS TO 8E AS PER DS CHARTS SHOWN ON SHEETS 2 AND 3. 4+ 11" MAX. HEAD/SILL I/ 1 TYP. Im 4" MAX. HEAD/SILL CORNERS APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI—DADE COUNTY APPR'D WINDOWS USING MIAMI—DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 11/ 3' 4" MAX. HEAD/SILL CORNERS 0 m 1 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6T11 EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY 60 164146FEF‘ APPUED 'RODIipT LOADS• • TO THE BUILDING STRUCTURE. • • • • • • • • • ANCHORS SHALL BE CORROSION RESISTANT, SPACED RS•SHAWN6N VETOILS• AND INSTALLED PER MANUF'S I �AUO trI�ED�MI01A�NT •R• ASE • • MATERIAL SHALL 85 BEYOND WALL S S10C� A LOAD DURATION INCREASE IS USED 1N DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METAWC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT MATED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OT ISSIli!/!t MATERWS•SHALS MEET THE • REQUIREMENTS OF THE 2017 •0R)A BI G. COOS &•10OPTED 4STANDAIIDS. • THIS PRODUCT APPROVAL IS GENERIC ANi DOE6 N3T BROVie INFOQMATI�J FOR A SITE SPECIFIC PROJECT, Lei LIFE 6/FETY OF•THIS PQ0D133T, ADEQU OF STRUCTURE RECEMNG THIS Fii2ODUCT•AND SEAUN6 AROUI1 OPENIN% i WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL PRODUCT REVISED • as corgftfvy with the Florida • Mudding C 4 • }�.�,:9T1i, act i.e. DrA03. 07 • otra"oa Dal:2019 • BY Miami Dade Product Control 1%111111 �i. * :-A.= pr 26,2018Y - STATE OF .' to z: :pi '46,...:-- ,,Flab .•`(0-$ 090 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0410 • • • 4100 • • 0 3 O cc 0 0 8 c � aP 0 8 1 S C *cola: 1 /2'.1'-01 drawing no. W03-71 sheet 1 of 7 DESIGN LOAD CAPACITY - PSF STANDARD MEETING STILES X0, OX OR XX SIZES WINDOW DIMS. A GLASS TYPE 'A' WIDTH HEIGHT EXT.(+) INT.(-) 26-1/2' 3 75.0 75.0 37" 26' 4 75.0 75.0 53-1/8" (3) 6 75.0 75.0 74' 7 75.0 75.0 25-1/2' 3 75.0 75.0 36' 38-3/8" 4 75.0 75.0 53-1/8' (5) 6 75.0 75.0 74" 7 75.0 75.0 25-1/2' 3 75.0 75.0 36" 50-5/8' 4 75.0 75.0 53-1/8' (6) 6 75.0 75.0 74' 7 75.0 75.0 25-1/2' 3 75.0 75.0 36' 63' 4 75.0 75.0 53-1/8" (7) 6 75.0 75.0 74' 7 75.0 75.0 24" 3 75.0 75.0 36' 4 75.0 75.0 48' 24' 5 75.0 75.0 54" (3) 6 75.0 75.0 60" 6 75.0 75.0 72' 7 75.0 75.0 24' 3 75.0 75.0 36" 4 75.0 75.0 48" 36" 5 75.0 75.0 54" (4) 6 75.0 75.0 60" 6 75.0 75.0 72• 7 75.0 75.0 24' 3 75.0 75.0 36' 4 75.0 75.0 48' 46' 5 75.0 75.0 54' (5) 6 75.0 75.0 60" 6 75.0 75.0 72' 7 75.0 75.0 24' 3 75.0 75.0 36" 4 75.0 75.0 48" 60' 5 75.0 75.0 54" (7) 6 75.0 75.0 60" 6 75.0 75.0 72" 7 75.0 75.0 24' 3 75.0 75.0 36" 4 75.0 75.0 48" .."5 75.0 75.0 54' = t +5 75.0 75.0 60' `/72 " ( 6 75.0 5.0 7 75.0 __75.0- 74" -'75.0 75.0.- DESIGN LOAD CAPACITY - PSI' STANDARD MEETING STILES XOX OR XXX SIZES WINDOW DIMS. A GIASS TYPE 'A' WIDTH HEIGHT EXT.(+) INT.(-) 74' 26" 7 75.0 75.0 105-1/4' (3) 10 75.0 75.0 74" 38-3/8" 7 75.0 75.0 106-1/4" (5) 10 75.0 75.0 74" 50-5/8' 7 75.0 75.0 106-1/4" (6) 10 75.0 75.0 74' 63" 7 75.0 75.0 106-1/4' (7) 10 75.0 75.0 72' 7 75.0 75.0 84" 8 75.0 75.0 96" 24" 9 75.0 75.0 108" (3) 11 75.0 75.0 120" 12 75.0 75.0 128" 12 75.0 75.0 72" 7 75.0 75.0 84' 8 75.0 75.0 96" 36" 9 75.0 75.0 108" (4) 11 75.0 75.0 120" 12 75.0 75.0 128' 12 75.0 75.0 72' 7 75.0 75.0 84' 8 75.0 75.0 96" 48" 9 75.0 75.0 108" (5) 11 75.0 75.0 120' 12 75.0 75.0 128" 12 75.0 75.0 72" 7 75.0 75.0 84" 8 75.0 75.0 96' 60' 9 75.0 75.0 108• (7) 11 75.0 75.0 120" 12 75.0 75.0 128' 12 75.0 75.0 72' 7 75.0 75.0 84" 72" 8 75.0 75.0 96" (8) 9 75.0 75.0 108' 11 75.0 75.0 111" 11 75.0 75.0 /s. . OF ANCH S PER -HEAD - FOR WOOD IN D (1) ADDITIONAL ANCHOR AT MTG. STILE ENDS. ( ) NO. OF ANCHORS PER JAMB STANDARD MEETING STILES X.4 DX • • •• • • • •• • • • •• ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH APPLIED RISER AT FRAME SILIE • • FOR STD. SILL (NO RISER) LIMIT EX1ERI00(+) LOADS ••TO•450 PSF. • SEE DETAIL ON SHEET 4. • • •• • • • • • • • •• • • • • • • • • • • • 0- XOX APPROVED CONFIGURATIONS STD. MTG. STILES GLASS WIDTHS TO BE EQUAL ON MOVING AND FIXED LITES 3/16' HEAT STREN'D GLASS .090' Inter/war Soflex Clear And Color Glass By 'Eastman Chemical Co.' 3/16' HEAT STREN'D GLASS SILICONE GE SCS 2800 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY rGI.ASS7-TYPE7'A'2Tr+..-k- 7/16 ",OVERALL' LAMINATEDI ClAS5... •• • • • • • • • • • • •• • • • • ..\111LLULLfI\ ./J1A ! ENBF XXX NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ERODUCTREVISED • • as emptying with the Florida • • B ildin3 Corte • • Ao11.-22accNo. 0603.07 • Expiration Dstr IL J1, 2pX • By bfinmi Product Control No. 70592 Apr 26,2018r s'.STATE OF : ((/ '4;S,�OMAI 1`�• COMP —ANL\W03-71EWD n 11 a 8 0 D 8 co [sc I. l/2'.V— 5 5 drawing n0. W03-71 sheet 2 of 7 ) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF HEAVY DUTY MEETING SRLES XO 0R OX SIZES HEAVY DUTY MEETING SHIES X0 0R OX SIZES WINDOW DIMS. WIDTH HEIGHT A GLASS TYPE 'B' EXr.(+) INT.(-) WINDOW DIMS. WIDTH HEIGHT A GLASS TYPE 'B' EXT.(+) TNT.(-) 26-1/2" 37' 53-1/8' 74' 26' (3) 3 75.0 110.0 4 75.0 110.0 6 75.0 110.0 7 75.0 110.0 25-1/2" 36' 53-1/8" 74' 38-3/8" (5) 3 75.0 110.0 4 6 75.0 75.0 110.0 110.0 24" 36" 48" 54' 60" 72' 84' 64 (7) 3 75.0 110.0 4 75.0 110.0 5 75.0 110.0 6 75.0 110.0 6 75.0 110.0 7 75.0 110.0 8 75.0 110.0 7 75.0 110.0 25-1/2' 36' 53-1/8' 74' 50-5/8' (6) 3 75.0 110.0 4 75.0 110.0 6 75.0 110.0 7 75.0 110.0 25-1/2' 36' 53-1/8" 74' 63' (7) 3 75.0 110.0 4 75.0 110.0 6 75.0 110.0 7 75.0 110.0 24" 36' 48" 54' 60' 72' 84' 90" 92" 24 (3) 3 75.0 110.0 4 75.0 110.0 5 75.0 110.0 6 75.0 110.0 6 75.0 110.0 7 75.0 110.0 8 75.0 110.0 9 75.0 110.0 9 75.0 110.0 24' 36" 48" 54" 60" 72' 84" 90' 92' 36' (4) 3 75.0 110.0 4 75.0 110.0 5 75.0 110.0 6 75.0 110.0 6 75.0 110.0 7 75.0 110.0 8 75.0 110.0 9 75.0 110.0 9 75.0 110.0 24' 36' 48' 54" 60" 72' 84' 90' 92' 48" (5) 3 75.0 110.0 4 75.0 110.0 5 75.0 110.0 6 75.0 110.0 6 75.0 110.0 7 75.0 110.0 8 75.0 110.0 9 75.0 110.0 9 75.0 110.0 24' 36' 48" 54" 60' 72" a4" 90" 60" (7) 3 75.0 110.0 4 75.0 110.0 5 75.0 110.0 6 75.0 110.0 6 75.0 110.0 7 75.0 110.0 a 75.0 110.0 9 75.0 110.0 A N0. OF ANCHORS PER HEAD & SILL. FOR WOOD INSTALLATIONS ADD (2) ADDr11ONAL ANCHORS AT MTG. STILE ENDS ( ) - NO. OF ANCHORS PER JAMB HEAVY DUTY MEETING STILES DESIGN LOAD CAPACITY - PSF HEAVY DUTY MEETING STIES XOX SIZES WINDOW DIMS. A GLASS TYPE 'Jr WIDTH HEIGHT EXT.(+) INr.(-) 74" 26" 7 75.0 110.0 106-1/4" (3) 10 75.0 110.0 74" 38-3/8' 7 75.0 110.0 106-1/4' (5) 10 75.0 110.0 74' 50-5/8' 7 75.0 110.0 106-1/4" (6) 10 75.0 110.0 74' 63' 7 75.0 110.0 106-1/4' (7) 10 75.0 110.0 72' 7 75.0 110.0 84" 8 75.0 110.0 96' 9 75.0 110.0 108' 24 11 75.0 110.0 120' (3) 12 75.0 110.0 126' 12 75.0 110.0 128" 12 75.0 110.0 72' 7 75.0 110.0 84' 8 75.0 110.0 96" 9 75.0 110.0 108' 36 11 75.0 110.0 120' (4) 12 75.0 110.0 126' 12 75.0 110.0 128' 12 75.0 110.0 72" 7 75.0 110.0 84" 8 75.0 110.0 96' 9 75.0 110.0 108" 48 11 75.0 110.0 120' (5) 12 75.0 110.0 126" 12 75.0 110.0 128' 12 75.0 110.0 72' 7 75.0 110.0 84" 8 75.0 110.0 96" 9 75.0 110.0 108' 60 11 75.0 110.0 120' (7) 12 75.0 110.0 126' 12 75.0 110.0 128' 12 75.0 110.0 72" 7 75.0 110.0 84" 8 75.0 110.0 96' 64' 9 75.0 110.0 108' (7) 11 75.0 110.0 120" 12 75.0 110.0 • 1 126' 12 75.0 110.b • • 4 XOX APPROVED CONFIGURATIONS HEAVY DUTY MTG. STILES GLASS WIDTHS TO BE EQUAL ON MOVING AND FIXED LITES 3/16" HEAT STREN'D GLASS 090" Interlayer SentryGlae By 'Kuroray Americo, Inc.' 3/16' HEAT STREN'D GLASS SILICONE GE SCS 2800 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'B' 7/16" OVERALL LAMINATED f.I ACS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION • • • • • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 • • • • ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH APPLIED RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EWTERip$(•+) LOW •TO•tip PSF • SEE DETAIL ON SHEET 4. • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• • •• •• PRODUCT RHYMED • fi • _ C�odc with me Florida ••Av-»No. "0603.07 • Expiration Date 1 • Br Miami Dade Product Control 1�1lIlIlN7T 72 • 71169Q : I1 pr 26,2018 •• OF r kr 1. 0 i 0_ 0 O 0 -o 8 5 8 oc 7 rc 5 4II drawing no. W03-71 000 • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 0410 • • • ••• • • sheet 3 of 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE. DIST. <. Id a a O ll 1BY WOOD BUCK 1/4' X 1-1/2" ALUM PLATE 2" LONG AT MTG. STILES +IN de . a. Q a. TWILL' M7CHORS' . . SEE ELEV. FOR SPACING EDGE DIST. XX CONFIG. XXX CONFIG. TYPICAL ANCHORS SEE ELEVS. FOR SPACING XO CONFIG. XOX CONFIG. MIAMI—DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA EDGE DIST. h MOM TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY EUROT MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. WEEPHOLES: Wt 1" X 1/4" WEEP HOLE WITH PLASTIC BAFFLE AT 5" FROM EACH END. SILL RISER ADHERED TO SILL M T H SILICONE • • • • • • • • TYPICAL ANCHORS* SEE ELEV. FOR SPACING •• • • • • • • • . • • • •• ALT. FLANGE FRAMES CAN BE USED AT ALL ANCHO TYPICAL ANCHORS:_ SEEELEV., FOR SPADING 1'/4" DIAI,UITRACON`BY 'ELCO' (Fa-177 KSI, Fy-155 KSI) H IM0�2BY2WOODE.BUCKS:_0R WOODISTRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SI THRU 1BY BUCKS INTO CONC. OR • •• • •• •• E• • • • ••• • • •• • • • •• 1'RODUCTREVISED • • • • • • • • •• • • •%complying with the Florida • • • • • likpildi ,5 Ccd( • • • • • • Acceptance No. ' Off3.0 • • • • • • gpiration Date tL�l • • • �t By/a Miami Dade Product Control BS) 1- = •' RETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BACKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 14 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS 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) 1112 SMS OR SELF—DRIWNG SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MUWONS (NO SHIM) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIMS) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (NO SHIMS) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) cRmCAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. IPOOD AT HEAD. SEL 0R JAMBS SG : 0.55 MIN. •CONCRETE AT HEAD. SdL OR JAMBS re - 3000 PSI MIN. •C-90 HOLLOW/FILLED BLOCK AT JAMBS rm - 2000 PSI MIN. • I IIIIIIII/'/: se'•. sS i*E pr 26,20183 - 'Q • STATE OF 14/" Atoltlo�.: 'd�% llll nil11t1 emu, 0 ,co 1 2 COMP -ANL\W03-71EWD 5 drawing no. W03-71 sheet 4of 7 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4* SHIM TYPICAL ANCHORS SEE ELEV. 1/4" SHIM METAL STRUCTURE EXTERIOR XX LAYOUT /10 X 3/4" PH SMS 0 2* FROM CORNERS & 9-5/8" 0.C. MAX. EXTERIOR WINDOW WWTH XXX LAYOUT 1/4" MAX. SHIMS 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING MWMI—DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. 7/ FOR SPACING 1`1/4. • ••• ••• ••• • • PRODUCT REVISE!) • • • • • • • • • • • • • • • • 5°pmp19mgwith the RI.': • • • • • • • • • i�iw1dinn88 Code • • • • • • • • • • 40.c«ptance No. t '4.riv3.0 • • • • • • • Expiration Dais ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING drawing no. W03-71 sheet 5 of 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" SHIM 1/4" X 1-1/2" ALUM PLATE 2" LONG AT MTG. STILES /8 x 1" SUS TYPICAL ANCHORS SEE ELEV. 1/4" SHIM EXTERIOR XO LAYOUT EXTERIOR WINDOW WIDTH XOX LAYOUT . . . . ... 1/4" MAX. SHIMS 1/4" SHIM TYPICAL ANCHORS SEE ELEV. 7 FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. FLANGE FRAMES CAN BE USED AT ALL ANCHORAGE CONDITIONS. • • • • • . • • • .. .. • • . • . • . ..p • . • • ... • . • . • • • • • . . .. .. AA�71nnu� � PP. AHi drawing no. W03-71 3.114 1.772 2.618 .051 1.654 .433 .984 .433 WINDOW FRAME 3.114 1.772 2.618 051 .433 .984 .433 ALT. FLANGE FRAME 1.654 1 600 r- 1.999 L1.1 00-1 VENT TOP/BOTTOM RAIL, JAMB STILE STD. MTG. STILE 062 2.621 .810 16-r- HEAVY DUTY MTG. STILE 2.621 .055 - .827 --1.496 1.260 INTERLOCK ADAPTER .472 .055 .610 .780 09 GLAZING BEAD 3.000 SILL RISER { �1.050 d .227 .062 FILLER PLATE ITEM PART } QUANTITY DESCRIPTION MATERIAL MANF./SUPPUER/REMARKS 1 VZ-1978 4 WINDOW FRAME 6063-T6 - 1A - 4 ALT. FLANGE FRAME 6063-T6 - 2 VZ-1930 4 VENT TOP/BOTTOM RNL, JAMB STILE, SM. MTG. STILE 6063-T6 - 2A GAH-48178 AS READ. HEAVY DUTY MTG. STILE 6063-T6 - 3 VZ-1906 AS REQO. INTERLOCK ADAPTER 6063-T6 - 4 VZ-1933 AS REED. GLAZING BEAD 6083-T6 - 5 - AS REGD. SILL RISER ALUMINUM - 6 2801 AS REED. WE GASKET EPOM DUROMETER 7535 SHORE A 7 PB-69-550-HFB-C AS REED. PRE WITH PLASTIC FIN WSTRIPPING - FINSEAL 8 - A5 REEO. SETTING BLOCKS EPDM DUROMEIER 8035 SHORE A 9 - AS REED. FILLER PLATE. 2-1/2' LONG AT ANCHOR LOCATIONS 6063-T6 - 10 2983 1/ VENT LEVER TYPE FACE MOUNT LOCK STEEL GIESSE 11 4896 1/ VENT LOCK KEEPERS STEEL GIESSE 12 3125 2/ VENT ROLLER ASSEMBLY - GIESSE 13 1103 1/ CORNER CUP -ON CORNER JOINT ALUMNUM GIESSE 14 1160 1/ CORNER VENT CORNER KEY ALUMINUM GIESSE VENT CORNERS • • • • • •• • • • •• • • • • •• • • • • • •• FRAME CORNERS `1-11n11 , • • • • • • • • • • • • 'w"' • • • • • • • • YRODUCTREVISED ,y : * _ • • • • • • • • . comPlYing with tbeF1 ' - ApT26201�= • • • • • • • • • SOlRd, in3 Code A(/ ••• ••• •••• •••• •••• •••}LCcaptncc No.i DIj03.0 Oq�''. STATE of •4(/ P.zpfration Date J O'W '�i 1�s1•..F[OR1DT'.••'c ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • n 0 3 (A 0 0 8 8 oc 8 8 drawing no. W03-71 sheet 7 of 7 DEPA : ' • I NT OF ' .l ATORY AND ECONOMIC RESOURCES (RER) B 1 AND CODE AD 1 RATION DIVISION OTICE OF,.ACCEP CE OA MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv Eurotech �Indnstries;i Inc. 4201-NE,12 Terra Fort Lauderdale FL 333 SCOPE' s . eing issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted -. manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This produc ' ... a ' - • as • - ribed herein, and - _ • • he Florida Building Codes . • • incl '�. g the High Velocity Hurricane • . •. • • • • •..... .,Art -r'". a 6a • i .. . .... • 1 ESCRIPTION: Aluminum"Outsw�ing.Entr`ance�Door-LMI •. `' PROVA1 DOCUMENT: Drawing No. W04-01 Rev F, titled "Alu. : swing Enttditte•Door", sheets 1, • 1. , rough 5 of 5, dated 01/15/04 and last revis- . • • t : 118, prepared by AL-FaroA'ct�brporati�rxi� sled : • and seale. �- : . - • • - ' . ., • - •i ng t e Miami -Dade • . - .• • - : • • of Revision sfarn with the Notice of..... - • . ce number and expiration date by -the ade County Product Contro ection. • • • • ........ : • • • • MISSILE IMPACT.. {• �• •...• RATING I:ar ndSinall:MissilexImpacM1t- ..� Limitations: • ee Design Pressure (DP) cap. city Single doo : : • - • oors VS locks + bolts, glazing types and r ratings • • in sheet _. ' ig er i • m: e ou • e l oors at active leaf require 3-point lock and manual Flash bolts a, teptottom:"•. 2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom (under separate• approvals), lower design rating shall apply and such installation to be reviewed & approved by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 15-0729.14 and consists of this page 1 and evidence pages E-1 : - , as well as app oval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMIDADE COUNTY APPROVED c-.* NOA;N o: 18-01'1603 Expiration Date:-June10 2019 Approval;Pate: ,May.24, 2018 �'"'� Page 1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files below) 2. Drawing No. W04-01 Rev C, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files # 14-0303.09/#12-0208.03/#09-0310.05) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 08-2021, 08-2022, 08-2023 and 08-2024, all dated 03/15/08, signed and sealed by Candido Font, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 •• • •.. 3) Water Resistance Test per FBC, TAS 202-94 • • • • •..... 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 ••• • . • • • • 5) Large Missile Impact Test per FBC, TAS 201-94 • • 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • • ••• along with installation diagram of aluminum outswing door, prepared by Hurricarie►E,tigrneerixg T'at!ing • • Inc., Test Report No(s). HETI- 03-1882, 08-1889, 08-18890 and 08-2024, dated 91M6104 thru 02/Q9/2004i.•.1... all signed and sealed by Rafael E. Droz-Seda, P.E. (transferred from file # 08-05( 16) • : • • • • 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETt t't''100, dtd • . • 01/29/04, tested per ASTM E8-01, signed & sealed by Rafael E. Droz-Seda, P.E. • • . • .. . • C. CALCULATIONS • . • • 1. Anchor Calculations and structural analysis, dated 07/23/15. prepared by Al-Farooq Corp, `signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "Sentry Glas ® (Clear and White) Glass Interlayer", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America., Inc. for their "Butacite PVB Interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 & no financial interests, prepared by Al Farooq Corporation, dated 07/23/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA renews NOA # 14-0303.09, expiring on June 10, 2019. 2. Test proposal # 07-3527 approved by BCCO. `S%AA . (-.fin. Ish'q 1. Chanda, P.E. Product Control Examiner NOA No. 18-0116.03 Expiration Date: June 10, 2019 Approval Date: May 24, 2018 • E-1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W04-01 Rev F, titled "Aluminum Outswing Entrance Door", sheets 1, 1.1, 2 through 5 of 5, dated 01/15/04 and last revised on MAY 08, 2018, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. .... D. QUALITY ASSURANCE • • ...... 1. Miami Dade Department of Regulatory and Economic Resources (RER)• • • .... •... • • • .• . . •• • E. MATERIAL CERTIFICATIONS , • • 1. Notice of Acceptance No. 16-1116.01 issued to Kuraray America., Inc.'£oit " tr �tJ1ofosll ultra clear, clear & color PVB Interlayer", expiring on 07/08/19. ...... •• • • • .• • • .. .. . • .. • F. STATEMENTS • • • • 1. Statement letter of conformance to FBC 6th Edition (2017) and of no tinannial intecsst;• prepared by Al Farooq Corporation, dated 12/10/17, signed and sealed'byEaZad Alas1, P.E. • . . G. OTHER 1. This NOA revises NOA # 18-0116.03, expiring 06/10/2019. 14,44 Ishdq I. Chanda, P.E. Product Control Examiner NOA No. 18-0116.03 Expiration Date: June 10, 2019 Approval Date: May 24, 2018 • .• • . E-2 SEE SEPARATE N0A FOR TRANSOM RATING AND DETAILS LOWER DESIGN PRESSURE OF TRANSOM, DOOR OR Ij TRANSOM MULLION SHALL CONTROL DESIGN PRESSURE FOR ENTIRE ASSEMBLY II // I /. 11 /. i r ALUMINUM OUTSWING ENTRANCE DOOR APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDEUTES USING MIAMI-DADE COUNTY APPROVED MUWONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDEUTES IN COMBINATION WITH TRANSOMS USING MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR, SIDELITE OR MULLION APPROVAL WILL APPLY TO ENTIRE STSIEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (FA/HZ). 1 BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. i.e. LIFE SAFETY OF THIS PRODUCT. ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. IN HVHZ ONE TIME APPROVAL FOR MIAMI-DADE COUNTY TO BE OBTAINED. IN NON HVHZ SUCH PROJECTS TO BE REVIEWED BY AHJ (AUTHORITY HAVING JURISDICTION). • • • •• • • • •• TRIBUTARY END LOAD AND ANCHORS TO BE REVIEWED 8Y AHJ • 42" 5" MAX. HEAD/SILL CORNERS FRAME WIDTH 13" MAX. HEAD/SILL t.- O O_ to U � q=^ 7 � DOOR HINGES SEE SHEET 2 FOR QUANTITIES & CAPACITY •• ••• • • • • • K / II LEAF Ati II \ /A - -C- JJ \ it vu it II \ SURFACE APPLIED FALSE MUNTINS MAY BE USED t t 31 3/4" D.L OPG. 39 1/8" LEAF • • • •• • • • • • •• ••• •�• •••• ••• • • • • • • • • • • • • • ••• •• • • • • • • • ••• • • TItSE DOORS ARE RATED FOR•LARGE &•SLL a iSILE IMPACT. SHUTTERS ARE NOT REQUIRED. a ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• •• ••• • • •. •• ••• •• • OCK OPTION '2' SINGLE DOOR W/ 1 POINT LOCK + FLUSH BOLTS SEE Dp CHART ON SHEET 2 C F REVISED MO die 11,41. J4o I8-aN6•o3 am. crove&tanKt 1111111/A :. po.705g2 _ : ti7 = May 8,20181: STATE OF :i(f�,-i '1111111110 re 8 0 (J ce w 0 4 0 U n C M • M N dM O O a a COI- O m o O w• a 0 .o+Zc• O 0 ° I. Lit 0 0 dots: of-15-041 5 drawing no. W04-01 sheet 1 of 5 (4) ANCHORS AT MTG. STILE ENDS AT 3" O.C. DOOR HINGES SEE SHEET 2 FOR OUANTmE4 & CAPACITY MMMhDADE COUNTY APPROVED MULLION SEE SEPARATE NOA TRIBUTARY END LOAD AND ANCHORS TO BE REVIEWED BY AHJ 75 3/4" 13" MAX. HEAD/SILL 5' MAX. HEAD/SILL CORNERS • ,I 41 = \ H \111 ii \ IN—Aµf'IVE \ LEAF \ ____== ___ II / / -__-/!_ 14 11 / Il ----41L / II / / / �I ' � I / / / © / ACTIVE / LEAF /' //. V. \ / \\ I \ \ \ \ \ O\ \ I I Q 1 Z ' ' •• 03 r m N m D.L. OPG. 95 3/8" 1-III1 w�� =I-1 f I : 1 G12��-1 29' D.L. OPG. 36 3/8" LEAF WIDTH 29" D.L. OPG. 36 3/8' LEAF WIDTH (3) ANCHORS AT MTG. STILE ENDS AT 3" 0.C. INTO CONC. LOCK OPTION '2' DOUBLE DOOR W/ 3 POINT LOCK + FLUSH BOLTS SEE Dp CHART ON SHEET 2 TYPICAL ELEVATION • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • 40•• • • • 41•• • • 0 O drowing no. W04-01 (sheet 1.1of 5 O DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'A' WIDTH HEIGHT EXT. (+) INT. (-) 2/6 75.0 85.0 3/0 6/8 75.0 85.0 3/6 75.0 85.0 2/6 75.0 85.0 3/0 7/0 75.0 85.0 3/6 75.0 85.0 2/6 75.0 85.0 3/0 8/0 75.0 85.0 3/6 75.0 85.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LOCKS SINGLE DOORS: (0PTKXN / ) 3 POINT LOCK SYSTEM AT ACTIVE LOCK SOLE 36' FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1-1/4" X 1/4' X 16-1/4' LONG ATTACHED WITH (2) /8 X 3/4- SINS HINGES SINGLE DOORS: TWO-HANDED COMB HUNG EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF yc AT 6', 12', 35', 63-1/2' AND 92-1/2' FROM TOP OF DOOR DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'B' WIDTH HEIGHT EXT. (+) INT. (-) 2/6 100.0 140.0 3/0 6/8 100.0 140.0 3/3 100.0 140.0 2/6 100.0 140.0 3/0 7/0 100.0 140.0 3/3 100.0 140.0 2/6 100.0 140.0 3/0 8/0 100.0 140.0 3/3 100.0 140.0 000R5 APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LOCKS SINGLE DOORS: (o*T1oN 12) MANUALLY OPERATED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART /02181 ATTACHED WITH (4) /10 X 1-1/2' SINS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36' FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1-1/4' X 1/4' X 16-1/4' LONG ATTACHED WITH (2) /8 X 3/4' SINS HINGES SINGLE DOORS: TWO-HANDED COMB HIND EXTRUDED ALUMINUM BRIDGE 2 BY 'CIESSE' (7) PER LEAF AT 7/0 AND 8/0 DOORS AT 3', 9' AND 26-3/8' FROM TOP AND BOTTOM, ONE AT MIDSPAN (6) PER LEAF AT 6/8 DOORS AT 3', 9" AND 26-3/8' FROM TOP AND BOTTOM [ //\\ / \ / \ / \ / \ / \ \ /. / f \\ \ , / // \ / \ / \ \I / ) DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS DOOR SIZE GLASS TYPE 'A' OR 'B' WIDTH HEIGHT EXT. (4-) INT. (-) 5/0 75.0 75.0 6/4 6/8 75.0 75.0 5/0 75.0 75.0 6/4 7/0 75.0 75.0 r ".8/i� 75.0 ` 6/4: '75.0- a75.0 ABOVARE FDR- INSIAlATK)NS E �»� IusII TINAROH RESISTANCE IS NOT REQUIRED. UNIT EXTERIOR(+) LOADS TO 48 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LOCKS DOUBLE DOORS: (oPDON /2) ACTIVE LEAP MANUALLY OPERATED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART /02181 ATTACHED WITH (4) /8 X 1-1/2' SINS. 3 POINT LOCK STSIEM AT ACTIVE LOCK SOLE 36' FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. ITEM f PART / REQD. DESCRIP1ION MATERIAL MANP./SUPPLER/REMARKS 1 ER006 AS REOD. 000R FRAME 6063-T6 - 2 ER012 AS REQO. 000R LEAF 6063-T6 - 3 VZ1566 1/ LEAF DOOR BASE BOARD 6063-T6 - 4 V2-1483 1/ DOOR FRAME SILL 6063-T6 - 5 - 1/ 000R SAL BASE 6063-76 - 6 VZ-1481 AS REOD. ASTRAGAL STILE 6063-76 - 7 VZ-1535 4/ LEAF GLAZING BEAD 6063-T6 - 8 2801 AS REGD. GLAZING GASKET EPDM DUROAIETER 7535 SHORE A 9 - 1 SHEAR CLIP6063-TB - 10 1001/50 1/ CORNER CORNER KEY ALUMINUM MONTICELLO 11 00600X 4/ LEAF HINGES ALUMINUM 0E55E 12 /10 X 3/8' 4/ HINGE HINGE INSTALLATION SCREWS - PH LIAC1NE SCREWS 13 - AS RE00. BULB "(STRIPPING - - 14 110 . 2' AS REOD. ASSEMBLY SCREWS - HH SELF DRILLING 15 j12 X 1-1/4 - FRAME ASSEMBLY SCREWS - SINS INACTIVE LEAF MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF 1�1�/NE RHIFVPA. 092168 • ATTACHED WITH (4) / X 1-1/2" VS. HINGES DOUBLE at • HIN TWO-HANDED COMB G • • • EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF AT 6". 12", 35', 6.- 1 /21 MII 92-1/2' FROM it OF DOOR • • • • • • • • •• NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE • • ENGAGED DURING PERIODS OF HURRICANE WARNING. • • 3/16" HEAT SIREN'D GLASS .090' InterI0yer Trosifol PVB By 'Yummy Americo, Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE SCS 2800 SILGLAZE II 3/16" HEAT STREN'D GLASS .100" Interloyer SentryGlas By 'Kuroray Americo, Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE SCS 2800 SILGLAAZE 11 •RODUC f REYI8f9 ••• M¢ fTeria i•idi&I Gar Aaelh eeNe IE-C.')16iO3 EMBITed.• O&M 6 / Ani /' •```_ Produce C.M'I NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-2 1 9 • •• • ••• ••• • • • • • • • • • • • • • • •• • • • • • • •• • •• • • • • • • • • • • 01%111111N,, NO.70692 17 : May 8,2018Y,I TE OF 44 '0(NAL • E•w�' '!llllilt drawing no. W04-01 (sheet 2 of 5 ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •♦ •• ••• • • • ••• • 0 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE OidT. TYPICAL ANCHORS SEE ELEV. FOR SPACING ACCESS HOLES WITH PLUGS /8 X 1/2' SMS 3" FROM ENDS AND 10" 0.C. MAX. (4) /12 X 1" SMS AT 2" 0.C. MAX. AT CENTER OF SILL REOD. AT DOUBLE (XX) DOORS ONLY TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING —�--� i SEE SEPARATE NOA IJ�I FOR L JR RATING AND ETNLS S71 II II JL MRMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA (SEE Op LMIT NOTE IN SHEER 1) TYPICAL ANCHORS SEE ELEV. FOR SPACING •• • • • • •• TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING es REVISES)pNrIM sprain AKepv •t _p 1 C3 rea ••••.K�Lolaq IMO/ dA►nd�f ••• • • • • • •• • . . • • ••• •• • • • •• • ••• ••• ••• • • • • • • • • •• •• • • • • • • • • S .NT: i • • • i • • • • • • •, ALL FRAME 1.ND LEAF 4ORNER6 AND Jpl1f>t StL!D ADSEL OR TEKNA 50729 SEALANTS. WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY bILM AND TRANSFER THEM TO THE BUILDING STRUCTUR —A% CAL AN HORS: - SEE ELEV. FOR SPACING ft/4 A= ULTRACON`BY'"ELCO-`(Fu=177 KSl,Fy.155 iINTO 2BY_WOOD BUCKS:OR:W00D`STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAM'.S) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/ .1 BS) 1-1/4" MIN. EMBED INTO BLOCKS (JAM DIRECTLY INTO CONCRETE OR BLOC —1 4" MIN. EMBED INTO • (HEAD/SILL/JAMBS) 1-1/4 MIN. EMBED INI BLOCKS (JAMBS) 414 SMS OR SELF —DRILLING SCRMS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS 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) WITH CRITICAL EDGE DISTANCF INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fc - 3000 P51 MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. „„I I I I I/ R /Y''''' \iOENgF 70592 =� May 8,2018Y' TE OFlt� '�01yA1 rGl��• Y`11111111\\ i 0 O W z w z 0 0 c ••• • • • t • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ro 9 8 drawing no. W04-01 sheet 3 of 5 1/4" MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING SHIM • ACTIVE LEAF EXTERIOR D.L. OPG. LEAF WIDTH 42" MAX. 1/4" MAX. SHIM SPACE METAL STRUCTURE TYPICAL ANCHORS GGGGG SEE ELEV. FOR SPACING (2) e8 X 3/SIAS 11 - mmoir OD FRAME WIDTH SINGLE DOOR MLAM-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA SEE SEPARATE NOA i1 FOR SIDELRE RATING AND DETAILS1_114ii �IH ir° I ill * I " 1 aI IM LOCKS SEE SHEET 2 • FRAME /ilolN • • • • •• • •• ••aOUpdE );OAit • • ••• • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • •• • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • 1/4" MAX. SHIM LOCKS SEE SHEET 2 1/4' MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING •RODUC f REVISED camplyfing Milk with the ti Milk btoding Aeeeptaacc No 1 —p I IL. Q [apit•do•ONo ( to itel It ICL ".., bA` me' / Yrodud Aar V tt I1 IItUt;.. • ,10EAId� •••- * : * May 8,201ty; sum OF -IL . .. oRTD1:..•• \a; /ON. A1. tltnnlltt d CC w W 3 co O a 0 0 t O drawing no. W04-01 (sheet 4 of 5 0 -1.772-. I DOOR FRAME 3.673 0 0 DOOR BASE BOARD 2.819 0 .238 SHEAR CUP 0 .571 �i 1.772 —1 1.417 FRAME SILL 0 2.402 ASTRAGAL STILE .080 0 1-2.0001 1.000 4 SILL BASE 0 1.000 .846 I _ - .050 1.016 �1 1.201 GLAZING BEAD • •• • • • • • •• • •• •SL r .N'$• ••• ••• • • •• • •• • •• •• • •• ••• •• • • • •• • • • • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • FRAME BOTTOM CORNER •ano1.1Carms e balding wigs Ike R& Acceptance cPw1iw o.h -kp.3 4444. mar' Ow* IroO.n CM14,41 (owu 0 0 o 0o�`B° o. E 1 - 8=4ga oo tE i atsig J 0 0 ZW W 0 0 v o0 c " a s 8 drowing no. W04-01 sheet 5 of 5 ••• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • 41•• • • • • • • • • • ••.• • • • ,' sheets'I thiough •18 of 18 an' i - - 3.1, da'ie� 1 1 0 , with revision F dated 05/16/17, prepared by Q,.F•arooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product•CppAl Re isivj stamp with the Notice of Acceptance number and expiration date b the Miami -Dade C.autity Produict Control ection. ••••. '..' SSILE.IMP TINGi Large and 'Small'Missile Impact -Resistant . ' •• • •• • • • ABEL I► ' : Each unit shall bear a permanent label with the DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE AD _ ► ON DIVISION NOTI _,•ter# :•c Y .. ROYAL DOCUMENT: Drawing No. M07-04 ACCEPTANC 1 OA S " '• ntpact':Windows, LLC 975 S. Congress A ev nuee#�102 De1r ya B ach, FL-;33445 SCOPE: A MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy This-N: is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and i . - i . . ' ed to comply with the Florida Building Code, including the • . - . - urricane Zone. I, ION: ped Eztruded-L.M.I. ti e pr logo;'C'lty 'state, mode series, and following statement: "Miami -Dade County Product Control ApproiAd:, unless ptl;erwise. noted herein. • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 15-0715.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMFDADE COUNTY APPROVED No:17-0717.02 xpiration'Date:` November:21,.2022 -Approval Date: August 24, 2017 Page 1 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 07-1016.06) 2. Drawing No. M07-04, titled "Aluminum Tube Mullions", sheets 1 through 18 of 18 and sheet 3.1, dated 10/01/07, with revision F dated 05/16/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 100 mulled single hung and fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-07-4107, dated 03/26/07 and HETI-07-4115, dated 04/09/07, both signed and sealed by Rafael E. Droz-Soda, P.E. (Submitted under NOA No. 07-1016.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • 2) Uniform Static Air Pressure Test, Loading pq FX, TAS QU2•-'94 • 3) Water Resistance Test, per FBC, TAS 202-94•' ' . • •; •. • • 4) Forced Entry Test, per FBC 2411.3.2.1, and I'm X02-94 • along with marked -up drawings and installation diagram of serie•s l 00 mulled.single: • hung windows, prepared by Hurricane Engineering & Testing: dxep •Test Repot't No. HETI-07-4108, dated 03/26/07, signed and sealed by Rafael E. Seda,�,, 0 . • (Submitted under NOA No. 07-1016.06) • • • • . ' • C. CALCULATIONS • . 1. Anchor verification calculations and structural analysis, complying witty 4BC 5th. . Edition (2014), dated 07/10/15, and updated to the FBC 6th Edition /2017) on 06/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Manuel • P.E. Product Contrminer NOA No. 0717.02 Expiration Date: November 21, 2022 Approval Date: SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), and of no financial interest, dated June 29, 2017, issued by A1-Farooq Corporation, signed and sealed by Javad Ahmad, F.E. 2. Laboratory compliance letter for Test Reports No HETI-07-4107, dated 03/26/07, HETI-07-4108, dated 03/26/07 and HETI-07-4115, dated 04/09/07, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz—Seda, P.E. (Submitted under NOA No. 07-1016.06) G. OTHERS 1. Notice of Acceptance No. 15-0715.04, issued to SIW Impact Windows, LLC for their Clipped, Extruded Aluminum Tube Mullion — L.M.I., approved on 02/25/16 and expiring on 11/21/17. .• .. • • • • .... • • • • ..• •••• . . •• ... . .... .... . • •• •• • • . .. • • • •.• • .. .. • •. . • .. . • .. • • • • • • . . .. • ai,„„,„„0, Manuel P P.E. Product Contrfiner NOA No. -1717.02 Expiration Date: November 21, 2022 Approval Date: August 24, 2017 • .. • • • • ..• E-2 • . ..-.... • • • • • TUBE MU WON SEE SHEET 2 FOR SIZES AND SHEETS 3 & 3.1 FOR CAPACITY WINDOW FRAME -SEE SEPARATE NOA FOR CAPACITY JL TUBE MULLION SEE SHEET 2 FOR SIZES heir-1'c AND SHEETS - FOR CAPACITY3 & 3.1 ti 1 > L -- I1 11 I I� II 1I I II I g, IL.J TUBE MULLION SEE SHEET 2 FOR SIZES AND SHEETS 3 & 3.1 FOR CAPACITY DOOR FRAME SEE SEPARATE NOA FOR CAPACITY WINDOW FRAME SEE SEPARATE NOA FOR CAPACRY TUBE MULLION SEE SHEET 2 FOR SIZES AND SHEETS 3 & 3.1 FOR CAPACITY DOOR FRAME SEE SEPARATE NOA FOR CAPACITY IL, J I II 3 —11I- 1FL._-___..3=T 1 IC 1 II i I II I ICE =7at-a-• • • • • • _ _' • 'T',"..-1 • • • • • • •• • 004, 000 000 • • • • • • • • • • • MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS •• • •• •• • • • •• • • •• • • • HORIZONTAL OR VERTICAL • • • • SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING RECTANGULAR ALUMINUM TUBE MULLION$ USING MULLION PROPERTIES ONLY MUWON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. SEE SEPARATE NOA'S FOR WINDOWS/DOORS IMPACT AND LOAD RATINGS LOWER VALUES FROM MULLION APPROVAL OR WINDOW/DOOR NOA WILL APPLY TO ENTIRE SYSTEM. TH5 PRODUCT HAS BEEN DESIGNED AND ICSItU TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E; WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT 10 BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 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. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE GLAZING PRODUCT CONNECTION 10 MUWON AS AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 & 3.1 SELECT MUWON SIZE STEP 4 WRH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES AND ANCHOR CAPACITY CHARTS STEP 5 ON SHEETS 4 THRU 18, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. TOBEE MULIIIONS CAN ONLY BE USED WITH SPIT GLAZING PRODUCTS 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • drawing no. M07-04 sheet 1 ale) Ix _ .9502 N\4 Sx _ .6335 M\3 1 X 3 STD. MULLION 6063-T6 Ix = 2.9762 N\4 SE = 1.4881 N\3 2 X 4 STD. MULLION 6063-T6 MULUON CLIP (6063-T6) (ALT. TO ANGLES) CUP LENGTHS MUST 8E CUT TO FR SNUG INTO 18Y TUBE MUWONS. Iz = 2.0374 N\4 SE - 1.0187 IN\3 1 X 4 STD. MULLION 6063-T6 Ix - 5.3073 IN\4 SE - 2.6536 N\3 2 X 4 HEAVY MULUON 6063-T6 NOTCH OPTIONAL Ix - 3.1878 IN\4 SE = 1.5939 N\3 1 X 4 CUSTOM MULLION 6063-T6 IE = 8.2757 IN\4 SE - 2.7586 IN\3 2 X 6 STD. MULLION 6063-T6 1.690 IE = 4.2421 IN\4 SE = 1.8854 IN\3 1-1/4 X 4-1/2 CUSTOM MULLION 6063-T6 Ix = 15.2031 IN\4 Sx = 5.0677 IN\3 2 X 6 HEAVY MULUON 6063-T6 .125-I' 2.500••• ••• • • • 1-4-- 3.750 1.030 •• • • • • • • • • Ab • • • Ste• OPTIONAL • • • • • • MULLION CLIP (6063-T6) • • • (ALT. To ANGLES) • • • • • CUP LENOIHS MUST BE CUT TO FIT SNUG INTO 2BY TUBE MULLIONS. • • •• • • • Ix = 17.4502 N\4 Sx = 4.3825 IN\3 2 X 8 STD. MULUON 6063-T6 NOTCH • • OPTIONAL • T•—I• • .125 • • . • • • ANGLE CUP 6063-T6 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • Iz = 16.9059 N\4 SE = 5.6353 IN\3 6 X 6 STD. MULLION 6063-T6 TY = 40.7080 IN\4 Sx = 10.1770 N\3 8 x 8 STD. MULLION 6063-T6 THESE MULLIONS CAN ONLY BE USED WITH 51W GLAZING PRODUCTS PRODUCT REVISED as tromplyiag with the Ftaida Solidi% Code ' on alI�/L N. Acceptance nation Date r!li: i�(02 By Mir• Product drawing no. M07-04 sheet 2 of 18 ) � `� G DESIGN LOAD CAPACITY - PSP (TUBEYUI3ION5) DESIGN LOAD CAPACITY - P5F (TUBS MULLIONS) ARCHES TO BE D . 1-1/4 1-1/4 9/51DE RECTANGULARAR SHAPE F10PoZONTAL NU1110N WINDOW DIMS. 1% 3 1 X 4 I Z 4 Y 4-1/2 2 X 4 2 X 4 WINDOW DIMS. I R 9 1 X 4 11 4 Z 4-1/2 8 R 4 2 R 4 � „%'� GLAZINGST �I AL-FAROOQ CORPORATION ENGINEERS 8, PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIA MI, FLORIDA 33173 (C.A.N. 3688) TEL (305) 284.8100 FAX (305) 2828978 Z WIOM (W) MULL SPA! STD. STD. CUSTOM CUSTOM STD. HEM WIDTH (W) MULL SPA! STD. STD. CUSTOM C05TOY STD. MANY -� -MULLION P ; 19-1/8' 52.0 111.5 130.0 130.0 130.0 130.0 19-1/8' 26-1/2' 130.0 130.0 130.0 130.0 1300 130.0 130.0 130.0 130D 130.0 130.0 130.0 26-1/2' 37.5 80.5 122.9 130.0 117.6 130.0 o 30' 130.0 130.0 130.0 130.0 130.0 130.0 30" 33.2 71.1 108.5 130.0 103.9 130.0 GLAZING PRODUCT GLAZING PRODUCT 37' 130.0 130.0 130.0 130.0 130.0 130.0 37' 28.9 57.7 88.0 105.E 84.2 130.0 N 42" 130.0 130.0 130A 130.0 130.0 130.0 42" 50.8 77.5 93.0 74.2 130.0 GLAZING PRODUCT PRODUCT GLAZING PRODUCT 48' 38-3/8" 130.0 130.0 130.0 130.0 130.0 130.0 48' se 20.7 44.4 67.8 81.4 64.9 115.8 54' 127.8 130.0 130A 130.0 130.0 130.0 54" - 39.5 60.3 72.4 57.7 102.9 60' 115.0 130.0 130.0 130.0 130.0 130.0 60" - 35.6 54.3 65.1 51.9 928 130.0 130.0 130.0 130.0 130.0 68' - 32.3 49.3 59.2 47.2 84.2 W1 W2 MULLON SPAN 66' 72' 104.5 95.8 130.0 130.0 130.0 130.0 130.0 72' - 29.6 45.2 54.3 43.3 772 19-1/8' 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8' 34.8 74.7 116.9 130.0 109.1 130.0 TYPICAL MULLION ARRANGEMENTS 26-1/2' 130.0 130.0 130.0 130.0 130.0 130.0 26-1/2' 25.1 53.9 84.4 111.4 78.8 130.0 30' 130.0 130.0 130.0 130.0 130.0 130.0 30" 22.2 47.8 74.5 98.4 69.6 124.1 37' 105.7 130.0 130.0 130.0 130.0 130.0 37' - 38.6 60.4 79.8 56.4 100.8 - Wt + W2 42' 93.1 130.0 130.0 130.0 130.0 130.0 42' - 34.0 53.2 70.3 44.7 88.6 WIDTH (W) 2 48' 50-5/ 8' 81.5 128.6 130.0 130.0 130.0 130.0 48' 96' - 29.8 46.6 61.5 43.5 77.6 ALUMINUM TUBE MULLIONS SIW IMPACT WINDOWS, LLC. 975 S. CONGRESS AVE. #102 DELRAY BEACH, FL. 33445 TEL. (561) 274-9392 FAX. (561) 274-9262 54" 72.4 114.3 130.0 130.0 130.0 130.0 54' - 26.5 41.4 54.7 38.7 68.9 60" 65.2 102.9 130.0 130.0 130.0 130.0 60' - 23.8 37.3 49.2 34.8 82.0 NOTE: Be 59.3 93.5 130.0 130.0 130.0 130.0 66' - 21.7 33.9 44.7 31.6 56.4 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED 72' 54.3 85.7 130.0 130.0 128.2 130.0 72" - - 31.1 41.0 29.0 51.7 VERTICALLY OR HORIZONTALLY. 19-1/8' 123.3 130.0 130.0 130.0 130.0 130.0 19-1/8' 24.5 52.5 82.1 109.3 76.7 130.0 (INTERPOLATION BETWEEN WIDTHS ALLOWED) 26-1/2' 89.0 130.0 130.0 130.0 130.0 130.0 26-1/2" - 37.9 59.3 78.9 55.3 98.7 30- 78.6 130.0 130.0 130,0 130.0 130.0 30" - 33.5 52.3 89.7 48.9 87.1 37' 63.7 106.2 130.0 130.0 130.0 130.0 37' - 27.1 42.4 56.5 39.6 70.7 42" 56.1 93.5 130.0 130.0 130.0 130.0 42" - 23.9 37.4 49.8 34.9 62.2 48' B3• 49.1 81.8 124.0 130.0 122.7 130.0 48' 108' - 20.9 327 43.5 30.5 54.5 54" 43.7 72.7 110.2 130.0 109.1 130.0 54" - - 29.1 38.7 27.1 48.4 60" 39.3 65.5 99.2 118.8 96.2 130.0 60' - - 26.2 34.8 24.4 43.6 66' 35.7 59.5 90.2 108.0 892 130.0 66' - - 23.8 31.7 22.2 39.6 72" 32.8 54.6 827 99.0 81.8 130.0 72' - - 21.8 29.0 20.4 36.3 19-1/8' 75.3 130.0 130.0 130.0 130.0 130.0 19-1/8' - 38.3 59.9 79.7 55.9 99.7 26-1/2' 54.4 105.4 130.0 130.0 130.0 130.0 26-1/2' - 27.6 432 57.5 40.3 71.9 "\revisions: ) (no dote by, descnption C 12.06.11 N0 CHANGE TH5 SHEET D 05.30.15 UPDATED TO 2014 FRG E 02.15.16 N0 CHANGE THIS SHEET F 05.16.17 UPDATED TO 2017 FHC 30' 48.0 93.1 130.0 130.0 130.0 130.0 30- - 24.4 38.2 50.8 35.6 63.5 37' 38.9 75.5 114.1 130.0 113.5 130.0 37' - - 30.9 41.2 28.9 51.5 42' 34.3 66.5 100.5 120.4 100.0 130.0 42" - - 27.3 36.3 25.4 45.4 48' 74-1/ 4' 30.0 58.2 87.9 105.4 87.5 130.0 48' 120" - - 23.8 31.7 22.3 39.7 54' 28.7 51.7 78.1 93.7 77.8 130.0 54' - - 21.2 28.2 - 35.3 80' 24.0 46.6 70.3 84.3 70.0 122.2 60' - - - 25.4 - 31.8 66' 21.8 42.3 63.9 76.8 83.6 111.1 66' - - - 23.1 - 28.9 72' 20.0 38.8 58.8 70.3 58.3 101.9 72" - - - 21.2 - 26.5 19-1/8' 65.0 130.0 130.0 130.0 130.0 130.0 19-1/8" - 28.7 45.0 59.8 42.0 74.9 26-1/2" 48.9 95.2 130.0 130.0 130.0 130.0 26-1/2' - 20.7 32.5 43.2 30.3 54.0 30' 41.4 84.1 126.8 130.0 128.5 130.0 30' - - 28.7 38.2 26.8 47.7 37- 33.8 68.2 1028 123.3 102.6 130.0 37- - - 23.2 30.9 21.7 38.7 WITH 42' 29.6 60.1 90.6 108.E 90.3 130.0 42' - - • • 2I 27.3 - 34.1 THESE MULLIONS CAN ONLY BE USED SM1Y GLAZING PRODUCTS 48' 78' 25.9 52.5 79.3 95.1 79.1 130.0 48' 132' - 4f • - • • 48 ♦ •. • • • • 2q0 • • • • • 54" 23.0 46.7 70.5 84.5 70.3 122.8 54' - - •. - • 21.5 • • • 2618 • • 1111l11/!/ 60' 20.7 420 65.4 76.1 63.2 110.4 60" - f _• • • • i • F • • • 2,• • . • • • MULLIONS . -. \\\\ //// !wp.gw-/, 66' - 38.2 57.7 69.1 57.5 100.3 66' - H ♦• • -• • - • 21,7 • • • • , . � , r� ••. P' ... '•.'(J �i 72' - 35.0 52.9 63.4 52.7 92.0 72' - - - - - - PRODUCT REVISED �•: 19-1 /8' - 22.1 34.6 46.1 32.3 57.7 . as complying with the Floridasq 26-1/2' - - 25.0 333 23.3 41.6 � 711 Ameptcacc Nogoildiog Code ' OL _ i7 ; �T 30- - • • • • • .r2.1 A.; : 2t5• : 36.8 • .• • • • a •• 37" 144' - • 0- • - 23.• -• 29.8 1 • • • drawing n0. M07-04 t2' _• • 4f • •8! •• t. 2!3 •• • • ,L, - • - - • -. • • . 23.0... • • •48' ALL LOADS ARE EXT.(+)/NT.(-). 54' - - - - - 20.4(sheet 3 of18) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 'RECTANGULAR �� to DESIGN LOAD CAPACITY - PSP (TUBE MULLIONS) DESIGN AD,CAPACI'fY - PSP (TUBE MULLIONS) ARCHES TO BE INSCRIBED ¢ T�MULLION INSIDE SHAPEu kIND0WDD&S. 4X4 2X8 2X8 2X8 8X8 8X8 WIND0WDIMS '4X4 2X6 LX8 2X8 8X8 8 X 8 r-HORIZONTAL W6)TH NO HULL SPAN STD. STD. HEAVY STD. STD. STD. WIDTH (W) NULL AN STD! STD. VY STD. STD. STD. MULLION GUYING AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 2848]AO FAX. (305) 2626978 MULLION\MO 19-1/8' 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8' `130.0 'Nd 130.0 130A 130.0 130.0 VERTICAL -- t' PRODUCT 3 1 130.0 130.0 130.0 130.0 130.0 MULLION / 26-1/2" 30' 130.0 130.0 130.0 1305 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 �26-1/2" ` _ 30.0 . A 130.0 130.0 130.0 130.0 S/' 130.0 130.0 130.0 130.0 130.0.". 130.0 ITT 37" 130A .0 130.0 130.0 130A 130.0 GLAZING GLAZING 42' 130.0 130.0 130.0 130.0 130.0 130.0 1 130.0 130.0 130.0 130.0 130.0 PRODUCT PRODUCT to 3 46' 36-3/8" 130.0 130.0 130.0 130.0 130.0 130.0 --".• 46• �- 106.9 121.8 130.0 130.0 130.0 130.0 GLAZING GtAZWG 54' 130.0 130.0 130.0 130.0 130.0 130.0 54' 94.1 108.3 130.0 130.0 130.0 130.0 PRODUCT PRODUCT 60' 130.0 130.0 130.0 130.0 130.0 130.0 60' 84.7 97.4 130.0 130.0 130.0 130.0 77.0 88.6 130.0 130.0 130.0 130.0 66' 72' 130.0 1300 130.0 130.0 130A 130.0 130.0 130.0 130.0 1300 130.0 130.0 66' 72' 70.6 81.2 130.0 124.6 130.0 130.0 W1 W2 1416.1,1ON SPAN 19-1/8' 130.0 130.0 130.0 130.0 1300 130.0 19-1/8' 1300 130.0 130.0 130.0 130.0 130.0 26-1/2' 130.0 130.0 130.0 130.0 130.0 130.0 26-1/2' 128.5 130.0 130.0 130.0 130.0 130.0 --.-•---" . 30' 130.0 130.0 130.0 130.0 130.0 130.0 30" 113.5 130.0 130.0 130.0 130.0 130.0 14"'- frTYPICAL MULLION ARRANGEME 1).5 37' 130.0 130.0 130.0 130.0 130.0 130.0 37' 92.0 119.E 130.0 130.0 130.0 130.0 i ` -y •-� 42" 130.0 130.0 130.0 130.0 130.0 130.0 42' 105.3 130.0 130.0 130.0 130.0 - "- W�1�t`-W2� 44444 48' ,�-5/8. 130.0 130.0 130.0 130.0 130.0 130.0 48' sr81.1 70.9 92.2 130.0 130.0 130.0 130.0 ,CIF _WIDTH •(W) t 54' 130.0 130.0 130.0 130.0 130.0 130.0 54" 63.0 81.9 130.0 125.4 130.0 130.0 ALUMINUM TUBE MULLIONS SIW IMPACT WINDOWS, LLC. 975 S. CONGRESS AVE. #102 DELRAY BEACH, FL. 33445 TEL. (561) 274-9392 FAX. (561) 274-9262 60' 130.0 130.0 130.0 130.0 130.0 130.0 60' 56.7 73.7 130.0 112.9 130.0 130.0 66' 130,0 130.0 130.0 130.0 130.0 130.0 e8' 51.6 67.0 119.0 102.6 130.0 130.0 72' 130.0 130.0 130.0 130.0 130.0 130.0 72' 47.3 61.4 109.1 94.1 130.0 130.0 NOTE: BE 19-1/8• 1300 130.0 130.0 130.0 130.0 130.0 19-1/8' 125.0 130.0 130.0 130.0 130.0 130.0 MUWONS RATED IN THESE CHARTS MAY ORIENTED VERTICALLY OR HORIZONTALLY. 26-1/2' 130.0 130.0 130.0 130.0 130.0 130.0 26-1/2' 90.2 130.0 130.0 130.0 130.0 130.0 (INTERPOLATION BETWEEN WIDTHS ALLOWED) 30' 130.0 130.0 130.0 130.0 130.0 130.0 30' 79.7 1152 130.0 130.0 130.0 130.0 37' 130.0 130.0 130.0 130.0 130.0 130.0 37• 64.6 93.4 130.0 130.0 130.0 130.0 42' 130.0 130.0 130.0 130.0 130.0 130.0 42' 56.9 82.3 130.0 125.7 130.0 130.0 46' 83' 130.0 130.0 130.0 130.0 130.0 130.0 48' 108' 49.8 720 127.6 110.0 130.0 130.0 54' 130.0 130.0 130.0 130.0 130.0 130.0 54' 44.3 64.0 113.4 97.8 130.0 130.0 80' 130.0 130.0 130.0 130.0 130.0 130.0 60' 39.9 57.6 102.1 88.0 122.9 130.0 68' 130.0 130.0 130.0 130.0 130.0 130.0 86' 36.2 52.4 92.8 80.0 111.8 130.0 72' 130.0 130.0 130.0 130.0 130.0 130.0 72' 33.2 48.0 85.0 73.3 102.4 130.0 19-1/8' 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8' 91.1 130.0 130.0 130.0 130.0 130.0 26-1/2' 130.0 130.0 130.0 130.0 130.0 130.0 26-1/2' 65.8 104.8 130.0 130.0 130.0 130.0 30' 130.0 130.0 130.0 130.0 130.0 130A 30' 58.1 92.4 130.0 130.0 130.0 130.0 37' 130.0 130.0 130.0 130D 130.0 130.0 37' 47.1 74.9 130.0 114.1 130.0 130.0 by descripfion UPDATED TO 2017 FBC 4 42' 130.0 130.0 130.0 130.0 130.0 130.0 42' 312 53.2 85.1 82.1 108.8 130.0 o"'N' 8..111©. 48' 79' 130.0 130.0 130.0 130.0 130.0 130.0 48' 132' 27.3 46.5 83.3 71.8 95.0 130.0 - THESE MULLIONS CAN ONLY BE USED WITH 54' 116.6 126.3 130.0 130.0 130.0 130.0 54' 24.3 41•.S• 11%• 611.6 • 84.5/1 131.0 • •• S119 GLAZING PRODUCTS BO' 105.0 113.7 130.0 130.0 130.0 130.0 60' 218 •72 • 66.6 g5. • 6 0 Ito • • 66' 95.4 103.4 130.0 130.0 130.0 130.0 66' - 3363 60411 • 112.2 • 419.1 4 1 0011111H,, - o o •1 4 4- S 72' 875 94.7 130.0 130.0 130.0 130.0 72' - Z1S)• ¥y�! big• dt.4. 121.4/ • MULLIONS - - `\ ,��p.J� ry7 / i�j� 19-1/8' 52.7 89.9 130.0 130.0• 130.0 13).0 • • • PRODUCT REVISED Y:'. \jGEN$F ''. 26-1/2' 38.1 64.9 119.2 108 0 130.0 130.0 a9 complying with the Florida HAS 30' 33.6 573 105.3 95.4 117.1 130.0 , Q n tance No � .. * 37' 144' 27.3 • 46.5• • 85.4 We • 464 • 130.0 • • 'ie Date •(.VLnF4 42' 24.E 20.9 75.2 B8�•83� • 90.46• M07-04 111ALL 21A . 35.8 . 85.8• Fa.6 jl1 •Odrawing ....Miamt •' 54'•%1.8 • 58.5 43.0• •5.1• 130.0 • • •S• •• )z, LOADS ARE EXT.(+)/NT.(-).• • • . •• •��///0 M sheet 3.1of18 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 3' MIN. 2 X 2 X 1/8' ALUM ANGLE TYPICAL ANCHORS 1 PER ANGLE #14 OAS 2 PER ANGLE HULU N. TRIM LEG AS REOD. ALTERNATE ANCHOR LOCATION MUWON FLOATING CUP TYPICAL ANCHORS 2 PER CUP MUWON CO1l� BLOCK TYPICAL ANCHORS TYPE `W2' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES THRU 1BY BUCKS INTO CONC. OR MASONRY SEE SHEET 6 FOR ANCHOR CAPACITIES •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • Pes D mPRODUCT REVISEmp1Ying with th Florida Building Code Aoce,xa,cc No Date • ••• ••• ••• • • G• • • • • • • • • • M i Dade • • • • • • • • • • • • • a • •• • • • • •• • • • • • • • • • al 'MOW MULLIONS CAN ONLY BE USED WITH SIR GLAZING PRODUCTS ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• If • 022 • l'ONAL '`��• 1,11111110 l z °' z CIO 1. moti; a QD1g 0 cenlog soomda U.i$ obi Q W T 0 0 nr ALUMINUM TUBE MULLIONS o 2 UPDATED TO 2014 FBC O� 2 m drawing no. M07-04, sheet 4 of 18) 2 X 2 X 1/6' ALUM ANGLE TYPICAL ANCHORS 1 PER ANGLE #14 SMS 2 PER ANGLE TRIM LEG AS READ. ALTERNATE ANCHOR LOCATION FLOATING CUP TYPICAL ANCHORS 2 PER CUP MAX. /FlLLED BLOCK W/FlLLED BLOCK CONCRETE CONCRETE URE a STRUCTURE 3/6" 3' MIN. MUWON MUWON MUWON L MUWON FLOATING CUP TYPICAL ANCHORS 2 PER CUP •• ••• • • • • • •• TYPICAL ANCHORS TYPE `B2:, `C2', • DIRECTLY INTO HOLLOW/FILLED BLOCK • • • • DIRECTLY INTO CONCRETE • •• ••• •• • • • •• INTO METAL STRUCTURES SEE SHEET 6 FOR ANCHOR CAPACITIES TUFUE MUUIONS CAN ONLY BE USED WITH SIW GLAZING PRODUCTS ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED. m comW541m with the Florida Building ceNaol '0 Ao Ep.,F., Dote: drawing no. M07-04 sheet 5 of18) DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN W2 B2 C2 M2 WIDTH (W) MULL SPAN W2 B2 C2 312 WIDTH (W) MULL SPAN W2 B2 C2 M2 19-1/8' 26-1/2' 30" 37" 42" 48' 54' 60- 66' 72" 38-3/8' 130.0 117.7 130.0 130.0 130.0 85.0 130.0 130.0 129.1 75.0 130.0 130.0 104.7 60.9 130.0 130.0 92.2 53.6 119.4 130.0 80.7 46.9 104.4 122.1 71.7 41.7 92.8 108.5 84.5 37.5 83.8 97.7 58.7 34.1 76.0 88.6 53.8 31.3 69.6 81.4 19-1/8" 26-1/2" 30' 37" 42" 48" 54" 80" 66" 72' 78" 99.8 57.9 129.0 130.0 71.9 41.8 93.1 108.8 63.5 36.9 82.2 96.1 51.5 29.9 68.7 77.9 45.4 26.4 58.7 68.7 39.7 23.1 51.4 80.1 35.3 20.5 45.7 53.4 31.8 41.1 48.1 28.9 37.4 43.7 26.5 34.3 40.1 19-1/8' 26-1/2' 30' 37' 42' 48' 54' 60' 66' 72' 120' 64.8 37.6 83.8 98.0 46.7 272 60.5 70,7 41.3 24.0 53.4 62.5 33.5 43.3 50.7 29.5 38.2 44.6 25.8 33.4 39.1 22.9 29.7 34.7 20.6 26.7 31.2 24.3 28.4 22.3 26.0 19-1/8" 26-1/2' 30' 37" 42" 48" 54" 60" 66' 72" 50-5/8" 130.0 89.2 130.0 130.0 110.8 84.4 130.0 130.0 97.8 56.9 126.7 130.0 79.3 46.1 102.7 120.1 69.9 40.6 90.5 105.8 61.2 35.6 79.2 92.6 54.4 31.6 70.4 82.3 48.9 28.4 63.3 74.1 44.5 25.9 57.6 67.3 40.8 23.7 52.8 61.7 19-1/8" 26-1/2" 30- 37' 42' 48" 54" 60" 66" 72' 84" 925 53.8 119.8 130.0 66.8 38.8 86.4 101.0 59.0 34.3 76.3 89.3 47.8 27.8 61.9 72.4 42.1 24.5 54.5 63.8 36.9 21.4 47.7 55.8 32.8 42.4 49.6 29.5 38.2 44.6 26.8 34.7 40.6 24.6 31.8 37.2 19-1/8" 26-1/2' 30" 37' 42' 48" 54' 60' 66' 72' 132" 58.9 34.2 76.2 89.1 42.5 24.7 55.0 64.3 37.5 21.8 48.6 56.8 30.4 39.4 46.1 26.8 • 34.7 40.6 23.5 30.4 35.5 20.8 27.0 31.6 24.3 28.4 22.1 25.8 202 23.7 19-1/8" 26-1/2' 30' 37" 42" 48" 54' 60" 66' 72" 63" 123.3 71.7 130.0 130.0 89.0 51.8 115.2 130.0 78.6 45.7 101.8 119.0 63.8 37.1 82.5 98.5 56.2 32.7 72.7 85.0 49.1 28.6 63.8 74.4 43.7 25.4 56.6 86.1 39.3 22.9 50.9 59.5 35.7 20.8 46.3 54.1 32.8 42.4 49.6 19-1/8" 26-1/2" 30' 37' 42" 48' 54" 80' 86" 72" 98" 80.9 47.1 104.8 122.5 58.4 34.0 75.6 88.4 51.6 30.0 66.8 78.1 41.8 24.3 54.2 63.3 36.9 21.4 47.7 55.8 32.3 41.8 48.8 28.7 37.1 43.4 25.8 33.4 39.1 23.5 30.4 35.5 19-1/8" 26-1/2" 30' 37' 42' 48' 54- 60' 66' 144" 54.0 31.4 69.9 81.7 38.9 22.6 50.4 58.9 34.4 20.0 44.5 52.1 27.9 36.1 42.2 24.6 31.8 37.2 21.5 27.8 325 24.7 28.9 22.3 26.0 20.2 23.7 21.5 27.8 32.5 19-1/8" 26-1/2' 30" 37' 42' 48" 54' 60' 66" 72' 74-1/4" 104.7 60.8 130.0 130.0 75.5 43.9 97.8 114.3 66.7 38.8 88.4 101.0 54.1 31.4 70.0 81.9 47.7 27.7 61.7 72.1 41.7 24.2 54.0 63.1 37.1 21.5 48.0 56.1 33.4 43.2 50.5 30.3 39.3 45.9 27.8 36.0 42.1 19-1/8' 26-1/2' 30" 37' 42' 48' 54" 60' 68' 72" 108" 71.9 41.8 93.1 108.9 51.9 30.2 67.2 78.6 45.9 26.7 59.4 69.4 37.2 21.6 48.1 56.3 32.8 42.4 49.8 28.7 37.1 43.4 25.5 33.0 38.6 22.9 29.7 34.7 20.8 27.0 31.6 24.7 28.9 ALL LOADS ARE EXT.(+)/ NT.(-). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. SEE SHLLIS 4 do 5 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) • • • IAUIJJON ANCHORS TYPICAL ANCHORS; W2: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1 /2" MIN. PENETRATION INTO WOOD W2: THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1 /4" MIN. EMBED INTO CONC. OR MASONRY 82. DIRECTLY INTO HOLLOW/FTLLED BLOCK 1-1 /4" MIN. EMBED INTO BLOCK C2: DIRECTLY INTO CONCRETE 1-1 /2" MIN. EMBED INTO CONCRETE M2: INTO METAL STRUCTURES ( lilt IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) GLAZING GLAZING L MULUON PRODUCT PRODUCT • • • TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1 /2" MIN. INTO WOOD STRUCTURE 1" MIN. INTO METAL STRUCTURE .= 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS re 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT I3LOCK AT JAMBS m 2000 PSI MIN. MlIWON ANCHORS HORIZONTAL NUWON ARCHES TO BE INSCRIBED INSIDE RECTANCUU4R SHAPE GLAZING PRODUCT An. 11 GLAZING PRODUCT ANCHORS • 2 MUUJON SPAN 1.401.14,130 CAT! 41IALY BE USED WITH SIW GLAZING PRODUCTS PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 Date BY Miatai A OF ii IOW oz tgi4 ..t giq ALUMINUM TUBE MULLIONS o sl ts 0 (doteu 10-01-07 ) drawing no. M07-04 sheet 6 of 18 2 X 2 X 1/8" ALUM ANGLE TYPICAL ANCHORS 1/2" 2" MIN. 2 PER ANGLE 14 SMS 2 PER ANGLE MUWON TRIM LEG AS REQD. ALTERNATE ANCHOR LOCATION TYPICAL ANCHORS TYPE 'W4-2' INTO 26Y WOOD BUCKS OR WOOD STRUCTURES THRU 1 BY BUCKS INTO CONC. OR MASONRY SEE SHEET 10 FOR ANCHOR CAPACITIES FLOATING CUP TYPICAL ANCHORS 4 PER CUP MUWON /If& MULLIQ CAN QNLY BE USED WITH SIW GLAZING PRODUCTS 0410 • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • draw ing no. M07-04 sheet 7 of 18 2 X 2 X 1/9' ALUM ANGLE TYPICAL ANCHORS 1/2" 2" MIN. 2 PER ANGLE MIN. FLOATING CLIP TYPICAL ANCHORS 4 PER CUP OW/FlLLED BLOCK MAX 0 W/F1LLED BLOCK CONCRETE CONCRETE M- STRUCTURE STRUCTURE TRIM LEG AS REDO. ALTERNATE ANCHOR LOCATION MULLION MULLION TYPICAL ANCHORS TYPE 84-2'. 'C4-2', `M4-2' DIRECTLY INTO HOLLOW/FILLED BLOCK DIRECTLY INTO CONCRETE INTO METAL STRUCTURES SEE SHEET 10 FOR ANCHOR CAPACRIES •• • • • • • • • • ••• • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • drawing no. M07-04 sheet 8 of 18 1/2" MIN. 2" MIN. 0 0 6" MIN. 2 X 2 X 1/8" ALUM ANGLE por jr 111 4,1 Al TYPICAL ANCHORS 2 PER ANGLE 2 PER ANGLE LLI MUON 1/2" MAX. TRIM LEG AS REDO. ALTERNATE ANCHOR LOCATION 0 0 MUUJON OLLOW/FILLED BLOCK CONCRETE STRUCTURE TYPICAL ANCHORS TYPE 'B4-2', 'C4-2'. 'M4-2' DIRECTLY INTO HOLLOW/FILLED BLOCK DIRECTLY INTO CONCRETE INTO METAL STRUCTURES SEE SHEET 10 FOR ANCHOR CAPACITIES • ••• • • • • • • • • • • • • •• • . • • • • • • • • • • • • • • • • •• • • • • •• • • • • • j MULIJO,S•CAPT QttY BE USED WON SI+F GLAZING P ODU • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • •• • • • • • • • • •• • PRODUCT REVISED �� ••i �. N.. W_/,�� • • ••• •• • • • •• N "'VVVVVV ea complying with the Fluids 8E Building Cade Acceptance No 1, Expi Dme,V = No.70S92 BY ICI;,.= MWm Dade ''t11t111n'e V 0 i drawing no. M07-04 sheet 9 off 8 ) DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY -- PSF DESIGN LOAD CAPACITY - PSF WINDOW DINS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN W4-2 B4-2 C4-2 M4-2 W10TH (W) MULL SPAN W4-2 84-2 C4-2 M4-2 WIDTH (W) MULL SPAN W4-2 B4-2 C4-2 M4-2 19-1/8' 26-1/2" 30" 37- 42- 48' 54' 60' 66' 72' 38-3/8" 130.0 130.0 130A 130.0 130.0 130.0 130.0 130.0 130.0 117.1 130.0 130.0 130.0 94.9 130.0 130.0 130.0 83.6 130.0 130.0 130.0 73.2 130.0 130.0 130.0 85.0 124.0 130.0 120.1 58.5 111.6 130.0 117.3 53.2 101.4 130.0 107.6 48.8 93.0 130.0 19-1/8' 26-1/2' 30' 37" 42" 48' 54" 60" 66' 72" 78' 130.0 90.4 130.0 130.0 130.0 85.2 124.3 130.0 127.0 57.6 109.8 130.0 103.0 46.7 89.0 130.0 90.7 41.1 78.4 130.0 79.4 36.0 68.6 120.2 70.6 32.0 81.0 106.8 83.5 28.8 54.9 96.1 57.7 28.2 49.9 87.4 529 24.0 45.7 80.1 19-1/8' 26-1/2' 30' 37' 42' 48" 54" 80" 66' 72' 120" 129.5 58.7 111.9 130.0 93.5 42.4 80.8 130.0 82.6 37.4 71.4 125.0 66.9 30.4 57.9 101.3 59.0 26.7 51.0 89.3 51.6 23.4 44.6 78.1 45.9 20.8 39.6 69.4 41.3 35.7 82.5 37.5 32.4 58.8 34.4 29.7 52.1 19-1/8' 26-1/2' 30" 37" 42" 48" 54" 60" 66" 72' 50-5/8" 130.0 130.0 130.0 130.0 130.0 100.5 130.0 130.0 130.0 88.7 130.0 130.0 130.0 72.0 130.0 130.0 130A 83.4 120.8 130.0 122.3 55.5 105.7 130.0 108.7 49.3 94.0 130.0 97.8 44,4 84.6 130.0 89.0 40.3 76.9 130.0 81.5 37.0 70.5 123.4 19-1/8" 28-1/2' 30" 37" 42" 48' 54' 60" 66' 72- 84' 130.0 83.9 130.0 130.0 130.0 60.5 115.4 130.0 117.9 53.5 101.9 130.0 95.6 43.4 82.7 130.0 84.2 38.2 72.8 127.5 73.7 33.4 63.7 111.8 65.5 29.7 56.6 99.2 59.0 26.7 51.0 89.3 53.6 24.3 46.3 81.1 49.1 22.3 42.5 74.4 19-1/8" 26-1/2" 30' 37" 42' 48' 54" 60' 66" 72' 132' 117.7 53.4 101.8 130.0 85.0 38.5 73.4 128.6 75.1 34.0 64.9 113.8 60.9 27.6 52.6 92.1 53.6 24.3 46.3 81,1 46.9 21.3 40.5 71.0 41.7 36.0 63.1 37.5 32.4 56.8 34.1 29.5 51.6 31.3 27.0 47.3 19-1/8' 26-1/2' 30' 37" 42' 48' 54" 60" 66" 72" 63" 130.0 111.9 130.0 130.0 130.0 80.7 130.0 130.0 130.0 71.3. 130.0 130.0 127.5 57.8 110.2 130.0 112.3 50.9 97.1 130.0 98.3 44.6 85.0 130.0 87.4 39.6 75.5 130.0 78.6 35.7 68.0 119.0 71.5 32.4 61.8 108.2 65.5 29.7 56.6 99.2 19-1/8' 26-1/2" 30' 37" 42' 48' 54" 60' 66' 72- 98' 130.0 73.4 130.0 130.0 116.8 53.0 101.0 130.0 103.2 46.8 89.2 130.0 83.7 37.9 72.3 126.6 73.7 33.4 63.7 111.6 64.5 29.3 55.8 97.6 57.3 26.0 49.6 88.8 51.6 23.4 44.6 78.1 48.9 21.3 40.5 71.0 19-1/8' 26-1/2' 30" 37" 42" 48" 54' 60' 68' 144' 107.9 48.9 93.3 130.0 77.9 35.3 67.3 117.9 68.8 31.2 59.5 104.1 55.8 25.3 48.2 84.4 49.1 223 42.5 74.4 43.0 37.2 65.1 38.2 33.0 57.9 34.4 29.7 52.1 31.3 27.0 47.3 43.0 37.2 65.1 19-1/8' 26-1/2' 30' 37" 42" 48' 54' 60" 66' 72' 74-1/4' 130.0 94.9 130.0 130.0 130.0 68.5 130.0 130.0 130.0 60.5 115.3 130.0 108.2 49.1 93.5 130.0 95.3 43.2 82.4 130.0 83.4 37.8 72.1 126.2 74.1 33.6 64.1 112.2 66.7 30.3 57.7 101.0 60.7 27.5 52.4 91.8 55.6 25.2 48.1 84.1 19-1/8' 26-1/2' 30' 37" 42' 48' 54' 60' 66' 72" 108' 130.0 65.3 124.4 130.0 103.8 47.1 89.8 130.0 91.7 41.6 79.3 130.0 74.4 33.7 64.3 112.6 65.5 29.7 56.6 99.2 57.3 28.0 49.6 86.8 51.0 23.1 44.0 77.1 45.9 20.8 39.6 69.4 41.7 36.0 63.1 38.2 33.0 57.9 ALL LOADS ARE EXT.(+)/ NT.(-). • NOTE: ANY ANCHOR CONOR1ON SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. SEE SHEETS 7 THRU 9 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) vERTICAL o OWING GLAZING D PRODUCT PRODUCT M TYPICAL ANCHORS: W4-2: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD W4-2: THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 84-2: DIRECTLY INTO HOLLOW/FILLED BLOCK 1-1/4' MIN. EMBED INTO BLOCK C4-2: DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE M4-2: INTO METAL STRUCTURES (STEEL IN CONTACT WITH ALUMINUM TO 8E PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN WOOD AT HEAD. SILL OR JAMBS SG 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Fe = 3000 PS MIN. C-90 HOLLOW/F1LLED NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000 PSI MIN. MuWON ANCHORS ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE GLAZING PRODUCT AIL #1 GLAZING PRODUCT ANCHORS 3g MULLION SPAN • PRODUCT REVISED cemplying with the Florida Building Code , Dace BY 1/463 FE RI CC gisq ootli <0 mo 00 0 drawing no. M07-04 114 SMS 2 PER ANGLE 2 X 2 X 1/8• PLUM ANGLE TYPICAL ANCHORS O %/ FLOATING CUP 3• MIN.2 PER ANGLE TYP. -::-__rir MI6 1/2 I�'HOLLOW/FILLED BLOCK MAX. t CONC' MULLION TYPICAL ANCHORS TYPE 'W4-3' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES THRU 1 BY BUCKS INTO OW. . 211 kt SSN1;1' • TYPICAL ANCHORS 4 PER CUP MUWON • • •• SEE SHEET 14 FOR ANCHO4 CAPACRIES• • • • • • • •• ••• •• • • • •• • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • ILI7111,- i l 2CONCR BLOCK 161ESE MULSt S CM•1.ONLY BE USED WITH SIW GLAZING PRODUCTS ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCTREViSVD is emWYr$ withthe PlarYfi ilding Code nn Ire Date Miam Once vi 0 ALUMINUM TUBE MU c u drawing no. M07-04 sheet 11 of 18) • 2 X 2 X 1/B* ALUM ANGLE TYPICAL ANCHORS 2 PER ANGLE 114 SMS 2 PER ANGLE TYPICAL ANCHORS 6 PER CUP IOLCOY//FILLED BLOCK 41>�Wt ® /FILLED BLOCK CONCRETE CONCRETE Ma STRUCTURE STRUCTURE TYPICAL ANCHORS TYPE 'B4-3' 'C4-3' DIRECTLY INTO HOLLOW/FILLED BLOCK DIRECTLY INTO CONCRETE •• ••• • • • • • •• SEE SHEET 14 FOR ANCIFIOR CAPACTR•ES• • • • • • • •• ••• •• • • • •• • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • � • • • • ttE MULUONS CAN ONLY BE USED WITH SrW GIAZINC PRODUC}5 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawing no. M07-04 sheet 12 of 18 2 X 2 X 1/8- ALUM ANGLE TYPICAL. ANCHORS 2 PER ANGLE #14 SMS 2 PER ANGLE TYPICAL ANCHORS TYPE 'B4-3', 'C4-3' DIRECTLY INTO HOLLOW/FILLED BLOCK DIRECTLY INTO CONCRETE SEE SHEET 14 FOR ANCHOR CAPACIDES •THESE MULIAA Ct1.01ILY BE USED WITH SEW GLAZING PRODUCTS ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • N 0 0 O f drawing no. M07-04 sheet 13 of 18 • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN W4-9 B4-3 C4-3 MOTH (W) MULL SPAN W4-3 B4-3 C4-3 WIDTH (W) MULL SPAN W4-3 B4-3 C4-3 19-1/8' 26-1/2" 30- 37' 42' 48' 54' 60' 66" 72' 38_3/8. 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 121.7 130.0 130.0 107.2 130.0 130.0 93.8 130.0 130.0 83.4 130.0 129.1 75.0 130.0 117.3 68.2 130.0 107.6 62.5 130.0 19-1/8" 26-1/2" 30' 37' 42" 48' 54' so- 66' 72" 78' 130.0 115.8 130.0 130.0 83.6 130.0 127.0 73.8 130.0 103.0 59.9 130.0 90.7 52.7 117.5 79.4 46.2 102.8 70.6 41.0 91.4 635 36.9 82.2 57.7 33.6 74.7 52.9 30.8 68.5 19-1/8' 26-1/2" 30' 37" 42' 48" 54" 60' 66" 72" 120' 129.5 75.3 130.0 93.5 54.3 121.0 82.6 48.0 106.9 66.9 38.9 86.7 59.0 34.3 76.3 51.6 30.0 66.8 45.9 26.7 59.4 41.3 24.0 53.4 37.5 21.8 48.6 34.4 20.0 44.5 19-1/8' 26-1/2" 30' 37' 42' 48' 54" 60" 66" 72" 50-5/8' 130.0 130.0 130.0 130.0 128.8 130.0 130.0 113.8 130.0 130.0 92.3 130.0 130.0 81.3 130.0 122.3 71.1 130.0 108.7 63.2 130.0 97.8 56.9 126.7 89.0 51.7 1152 81.5 47.4 105.6 19-1/8" 26-1/2' 30' 37' 42' 46" 54" 60" 66" 72" 84" 130.0 107.6 130.0 130.0 77.6 130.0 117.9 68.6 130.0 95.6 55.6 123.8 84.2 49.0 109.1 73.7 42.9 95.4 65.5 38.1 84.8 59.0 34.3 76.3 53.6 31.2 69.4 49.1 28.6 63.6 19-1/8" 26-1/2" 30" 37" 42' 48- 54" 60' 66' 72" 132" 117.7 68.4 130.0 85.0 49.4 110.0 75.1 43.6 97.2 60.9 35.4 78.8 53.6 31.2 69.4 46.9 27.3 60.7 41.7 24.2 54.0 37.5 21.8 48.6 34.1 44.2 31.3 40.5 19-1/8" 26-1/2' 30' 37' 42" 48' 54' 60' 66" 72" 63" 130.0 130.0 130.0 130.0 103.5 130.0 130.0 91.4 130.0 127.5 74.1 130.0 112.3 65.3 130.0 98.3 57.1 127.2 87.4 50.8 113.1 78.6 45.7 101.8 71.5 41.6 92.5 65.5 38.1 84.8 19-1/8' 26-1/2- 30' 37' 42" 48" 54" 60' 66" 72" 96' 130.0 94.1 130.0 116.8 67.9 130.0 103.2 60.0 130.0 83.7 48.6 108.3 73.7 429 95.4 64.5 37.5 83.5 57.3 33.3 74.2 51,6 30.0 66.8 46.9 27.3 60.7 19-1/8" 28-1/2' 30" 37" 42' 48' 54" 60" 66' 144' 107.9 62.7 130.0 77.9 45.3 100.8 68.8 40.0 89.1 55.8 32.4 72.2 49.1 28.6 63.6 43.0 25.0 55.7 38.2 22.2 49.5 34.4 20.0 44.5 31.3 40.5 43.0 25.0 55.7 19-1/8' 26-1/2' 30" 37' 42" 48' 54" 60" 66' 72" 74-1/4' 130.0 121.7 130.0 130.0 87.8 130.0 130.0 77.6 130.0 108.2 62.9 130.0 95.3 55.4 123.4 83.4 48.5 108.0 74.1 43.1 96.0 66.7 38.8 86.4 60.7 35.3 78.5 55.6 32.3 72.0 19-1/8' 26-1/2' 30" 37" 42' 48' 54" 60' 66" 72" 108' 130.0 83.7 130.0 103.8 60.4 130.0 91.7 53.3 118.8 74.4 43.2 98.3 65.5 38.1 84.8 57.3 33.3 74.2 51.0 29.6 66.0 45.9 26.7 59.4 41.7 24.2 54.0 38.2 22.2 49.5 ALL LOADS ARE EXT.(+)/ NT.(-). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. SEE SHEETS 11 THRU 13 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) TYPICAL ANCHORS: 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KS) W4-3: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD W4-3: THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY B4-3: DIRECTLY INTO HOLLOW/FILLED BLOCK 1-1/4" MIN. EMBED INTO BLOCK C4-3: DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. ANCHORS CL TO CL DISTANCE - 3" MIN. WOOD AT HEAD, SILL OR JAMBS SG a 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS fc •• 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000 PSI MIN. MULLION ANCHORS v VERTICAL MULLIN GIAZWG GLAZING PRODUCT PRODUCT W1 MUILON ANCHORS HORIZONTAL MUWON ARCHES TO BE INSCRIBED 915RDE RECTANGUUR SINPE ' PRODUCT _ `, `/ GLAZING PRODUCT ANCHOR NL j1 GLAZING PRODUCT MUWON SPAN • • • • • • • • TrI AL tP(jLLION ARRANGEMENTS • • • •• • • • • • • • :ADP/ jW) - W1 2 w2 • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • •TMMESE MULI 2 S CAN ONLY BE USED WITH SIW GLAZING PRODUCTS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 3 \_MULLON N ANCHORS PRODUCT REVISED es complying with the Florida Building N'n4" ,� �r Acceptance No IL-07 ndD• Dine ALUMINUM TUBE MULLIONS m b 8 R 0 2 drawing no. M07-04 (sheet 14 of 18 3/8' 2 1/2' MIN TRIM LEG AS REGD. 2 X 2 X 1/8' 'TYPICAL ANCHORS 3 PER ANGLE #14 SMS 3 PER ANGLE MULLION 2 1/2' MIN. CONCRETE METAL STRUCTURE TYPICAL ANCHORS TYPE 'C6', 'M6' DIRECTLY INTO CONCRETE INTO METAL STRUCTURES SEE SHEET 17 FOR ANCHOR CAPACIDES FLOATING CUP TYPICAL ANCHORS 6 PER CLIP MUWON • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • TkitE MUl CAN ONLY BE USED WITH • • • S1 W GLAZIN PRODUCt ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • drawing no. M07-04 sheet 15 of 18 3/8' 2 1/2' MIN. MIN. TRIM LEG AS READ. 2 X 2 X 1/8' ALUM ANGLE TYPICAL ANCHORS 3 PER ANGLE 14 SMS 3 P ANGLE MULLION CONCRETe ET STRUCTURE TYPICAL ANCHORS TYPE `C6'. `M6' DIRECTLY INTO CONCRETE INTO METAL STRUCTURES SEE SHEET 17 FOR ANCHOR CAPACITIES •• ••• • • • • • •• • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • TpESE MULIIQNS CAN•ONLY BE USED WITH SIN GLAZING PRODUCTS • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • PRODUCT REVISED '" as comply -sag with the Fitrt N' Build ng Code Aocepmeoe Nkr I Egpie 1p•Date 0 v 0 droning no. M07-04 sheet 16 of 1 g ) • • DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSF WINDOW DIMS, ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN C6 M8 WIDTH (W) MULL SPAN C8 M8 WIDTH (W) MULL SPAN C6 MO 19-1/8' 26-1/2' 30' 37' 42' 48' 54" 60" 66' 72' 38-3/8" 130.0 130.0 19-1/8' 26-1/2" 30' 37' 42' 48" 54' 60' 66' 72' 78' 130.0 130.0 19-1/8' 130.0 130.0 26-1/2" 130.0 130.0 130.0 130.0 130.0 130.0 30' 130.0 130.0 130.0 130.0 130.0 130.0 37" 108.6 130.0 130.0 130.0 130.0 130.0 42" 95.7 130.0 130.0 130.0 130.0 130.0 48' 120' 83.7 117.2 128.8 130.0 130.0 130.0 54" 74.4 104.1 114.5 130.0 130.0 130.0 80' 67.0 93.7 130.0 130.0 103.0 130.0 66" 60.9 852 93.7 130.0 130.0 130.0 72' 55.8 78.1 85.8 120.2 130.0 130.0 19-1/8' 26-1/2" 30' 37' 42' 48' 54" 60" 66" 72" S0_5/8" 130.0 130.0 19-1/8' 26-1/2' 30" 37" 42" 48" 54' 60" 66" 72' 84, 130.0 130.0 19-1/8' 130.0 130.0 26-1/2" 130.0 130.0 130.0 130.0 130.0 130.0 30' 121.7 130.0 130.0 130.0 130.0 130.0 37' 98.7 130.0 130.0 130.0 130.0 130.0 42' 87.0 121.7 130.0 130.0 130.0 130.0 48" 132" 76.1 106.5 119.6 130.0 130.0 130.0 54' 67.6 94.7 108.3 130.0 130.0 130.0 60' 60.9 85.2 95.7. 130.0 130.0 130.0 66' 55.3 77.5 87.0 121.7 130.0 130.0 72' 50.7 71.0 79.7 111.6 130.0 130.0 19-1/8' 26-1/2" 30" 37' 42" 48' 54' 60" 66" 72" 63" 130.0 130.0 19-1/8" 26-1/2" 30' 37' 42" 48' 54" 60" 66" 72" 98" 130.0 130.0 19-1/8' 130.0 130.0 130.0 130.0 26-1/2' 126.3 130.0 130.0 130.0 30' 111.6 130.0 130.0 130.0 130.0 130.0 37' 90.5 126.6 130.0 130.0 130.0 130.0 42' 79.7 111.6 119.6 130.0 130.0 130.0 48" tµ, 69.8 97.6 104.6 130.0 130.0 130.0 54' 62.0 86.8 93.0 130.0 130.0 130.0 83.7 117.2 60' 55.8 78.1 127.5 130.0 66' 50.7 71.0 76.1 106.5 115.9 130.0 69.8 97.6 106.3 130.0 19-1/8" 26-1/2' 30' 37" 42' 48" 54' 60' 66" 72" 74-1/4' 130.0 130.0 19-1/8" 26-1/2' 30' 37' 42" 48" 54' 60' 66' 72' 1�, 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 120.6 130.0 130.0 130.0 106.3 130.0 130.0 130.0 93.0 130.0 130.0 130.0 82.7 115.7 120.2 130.0 108.2 130.0 74.4 104.1 67.6 94.7 98.4 130.0 62.0 86.8 90.2 126.2 ALL LOADS ARE EXT.(+)/ NT.(-). TYPICAL ANCHORS; 1 /4" DIA. ULTRACON BY "ELCO' (Fu•177 KSI, Fy155 KS1) C6: DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE 1 /4' DNA. TEKS OR SELF DRILLING SCREWS (GRADE 5 Ms) MB: tNTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE = 2-1/2" MIN. INTO METAL STRUCTURE = 3/4" MIN. ANCHORS CL TO CL DISTANCE = 2-1/2" MIN. CONCRETE AT HEAD, SILL OR JAMBS I'c = 3000 PSI MIN. MULON ANCHORS o L MULLION j VERTICAL MULLION GLAZING GLAZING PRODUCT PRODUCT W1 MULLION ANCHORS W2 HORIZONTAL. MULLION ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE '(BAZRIG i PRODUCT 3 GLAZING PRODUCT AIVCFWN A1L 0 GLAZING PRODUCT \ MUl1K91 ANCHORS ; MUUJON SPAN TYPICAL MULLION ARRANCEMENT W1 + W2 2 •• ••• • • • • • 1 WIDTH (W) _ • NOTE: • • • • • • ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS • • AT HEAD, SILL OR JAMB ENDS. • • • • • • • • • • • • SEE SHEETS 15 & 16 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • .THESE MUL1W0 C11I6 ORLY BE USED WITH s% GLAZING FROOUCIS ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •0 •• • • • •• •• 000 • • • 000 • • PRODUCT REVISED ' - .��IAD MIi ,Build7 es complying with Acceptance I No 1 .Ofj . P Date .r.%PS'�IR/�AQQ No. �fI ILLL%It% TUBE MULLIONS 7 Z_ 7 3 0 0 tgg v21zo :t 0 8 13 c drawing no. M07-04 sheet 17 of 18) DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PST WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN AMA M3A WIDTH (W) MULL SPAN MIA M3A WIDTH (W) MULL SPAN M2A M3A 19-1/8" 26-1/2' 30" 37' 42" 48" 54" 60' 66' 72' 38-3/8' 130.0 130.0 19-1/8' 28-1/2' 30' 37" 42' 48' 54' 60' 86" 72' 78' 130.0 130.0 19-1/8' 98.0 130.0 108.8 130.0 26-1/2' 70.7 106.1 130.0 130.0 96.1 130.0 30' 62.5 93.7 130.0 130.0 37' 50.7 76.0 77.9 116.9 130.0 130.0 42" 44.6 66.9 66.7 103.0 130.0 130.0 48' 120' 39.1 58.6 122.1 130.0 60.1 90.1 53.4 80.1 54" 34.7 52.1 108.5 130.0 48.1 72.1 60' 31.2 48.9 97.7 130.0 68` 28.4 42.6 43.7 65.5 88.8 130.0 72" 26.0 39.1 40.1 60.1 81.4 122.1 19-1/8' 26-1/2' 30' 37" 42" 46" 54' 60" 66" 72' 50-5/6" 130.0 130.0 19-1/8' 26-1/2' 30" 37" 42" 48' 54" 60' 66' • 72' 84" 130.0 130.0 19-1/8' 89.1 130.0 26-1/2" 64.3 96.5 101.0 130.0 130.0 130.0 89.3 130.0 30" 56.8 85.2 130.0 130.0 37' 46.1 69.1 120.1 130.0 72.4 108.6 42' 40.6 60.9 63.8 95.6 105.8 130.0 48" 132' 35.5 53.3 55.8 83.7 92.6 130.0 54" 31.6 47.3 49.6 74.4 82.3 123.4 74.1 111.1 44.6 66.9 60' 28.4 42.6 68" 25.8 38.7 40.6 60.9 67.3 101.0 37.2 55.8 72' 23.7 35.5 61.7 92.6 19-1/8' 26-1/2" 30' 37' 42" 48' 54" 60" 66" 72" 63" 130.0 130.0 19-1/8' 26-1/2" 30" 37' 42' 46' 54" 60' 66' 72' 96' 122.5 130.0 19-1/8" 81.7 122.5 26-1/2" 58.9 88.4 88.4 130.0 130.0 130.0 30" 52.1 78.1 78.1 117.2 110.0 130.0 37" 42.2 63.3 63.3 95.0 96.5 130.0 42' 37.2 55.8 55.8 83.7 85.0 127.5 48.8 73.2 48' 144" 32.5 48.8 74.4 111.6 43.4 85.1 66.1 99.2 54" 28.9 43.4 60' 26.0 39.1 39.1 58.8 59.5 89.3 68" 23.7 I 35.5 54.1 81.1 35.5 53.3 32.5 48.8 49.6 74.4 19-1/8' 26-1/2" 30" 37' 42" 48' 54' 60' 66" 72" 74-1/4' 130.0 130.0 19-1/8' 28-1/2' 30' 37' 42' 48' 54' 60' 66' 72" 108' 108.9 130.0 78.6 117.9 114.3 130.0 69.4 104.1 101.0 130.0 81.9 122.8 56.3 84.4 49.6 74.4 72.1 108.2 43.4 65.1 63.1 94.7 38.6 57.9 56.1 84.1 50.5 75.7 34.7 52.1 45.9 68.8 31.6 47.3 28.9 43.4 42.1 63.1 j 14 S.M.S. 2/ CHANNEL SEE CHART 'M2A' #14 F.H. S.M.S. 2/ SIDE TUBE MUWON 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION TUBE MULLON /14 FN SMS 2 PER CUP SEE CHART '1,12A' s-i. 3 PER CUP SEE CHART 'M3A' AESS HHOLE1-1/2" O.C. MIN fri THIS SCREW CAN BINSTALLID IN ERHER I#14 FH SMS 4 i 2 PER CUP DIRECTION 1' O.C. MIN. TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY •• ••• • • • • • •• • • • • • • • • • .• ••• •• • • • •. • ••• ••• ••• • • • • • • • • • • • • • • . . • • • . • . . • . • .• . . • • •• • • • • • 1-3/4' X 2' X 1/8" (FOR 2BY TUBE) 3/4' X 2' X 1/8" FOR (1BY TUBE ALUM CUT TO FIT SNUG INSIDE TUBE ANCHOR DETAIL #1 METAL TO METAL CONNECTION I rypS� MUU_V C� GAILY BE USED WOH S GLAZING PRODUCTS •.• 4 • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 4 • PRODUCT REVISED complying with too Florida. Huilding Coat Noll- o An Date ow twit/ '7j ON/ri 3 Z O ALUMINUM TUBE MU a 5 2 qh drawing no. M07-04 (sheet 18 of 18)