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WS-15-2694 { �- SPECIALTY ENGINEERING CONSULTANTS,Inc. DADE - BROWARD - PALM BEACH December 3,2015 Danny Hazout Alpha Impact Windows, Inc. 590 SW 9th Terrace, Suite#1 Pompano Beach,FL 33069 RE: PEREZ RESIDENCE,836 NE 100TH STREET,MIAMI SHORES,FL 4 X 4 HEADER PAD DOWN INSTALLATION TO STRUCTURAL SUBSTRATE. �u^\-c � Ws Dear Mr.Hazout: Pursuant to your request we have reviewed the installation of the 4x4 (3.5" x 3.5") pressure treated wood window pad down,installed along the header of the new single French door. We recommend that the 4x4 pressure treated(Southern Yellow Pine,No. 2)pad down member be fastened to the existing structural concrete substrate with I/4" �x 6" Tapcons at 6 on center and within 3" of each end. We find that this connection is capable of supporting the designed loads and is in accordance with the 2014 Florida Building code. We hope that you find this information helpful and should you have any questions please feel free to call on US. Respectfully submitted Special ` E ee 'n Consultants,Inc. 215 Gary MBDougle,PE T, Spencer Ledgard,EIT Vice President of Engineering Project Engineer State of Florida: Registered Professional Engineer: #0056214 Certificate of Authorization: #009217 1599 SW 30th Avenue,Suite 20 - Boynton Beach,FL 33426 - Office:561-752-5440 - Fax:561-752-5542 Permit t a. 1 C 'I - "'2694 iw""J tit Miami Shores VillagePeimlt Type: MMOWS/Shuttets 10050 N.E.2nd Avenue NE � Y ork ClaSsiftatinn:'(Nindtii00tlr R*46ft Miami Shores,FL 33138-0000 erm '-Vrl Phone: (305)795-2204 ;APPROVED �'toRtvA _ .l Issua t NOt Issued: .. Expiration: 04/19/2016 Project Address Parcel Number Applicant 836 NE 100 Street 1132060340040 I CHARLES D PEREZ Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell CHARLES D PEREZ 836 NE 100 Street (305)968-0517 MIAMI SHORES FL 33138- 836 NE 100 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone $ 23,817.00 ALPHA WINDOWS&DOORS (954)781-5180 Valuation: Total Sq Feet: 00 Type of Work:REPLACING 15 WINDOWS AND 3 DOORS WI Available Inspections: No of Openings: 18 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $14.40 Invoice# WS-10-15-57520 DBPR Fee $4.20 10/29/2015 Check#:3444 $288.80 $50.00 DCA Fee $4.20 Education Surcharge $4.80 10/22/2015 Check#:3399 $50.00 $0.00 Permit Fee $280.00 Scanning Fee $12.00 Technology Fee $19.20 Total: $338.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AF VIT: I certify that all the forego' in ation is accurate and that all work will be done in compliance with all applicable laws regulating construct io and zc r ng. Futhe ore I e a ve-n med contractor to do the work stated. J October 29, 2015 A Signature: wn Applican Cbntractor / Agent Date Building Dent Copy October 29,2015 1 I � Miami Shores Village r Building Department 7BYJ CT 22 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201/ BUILDING Master Permit No.R5 l --261'z1 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: 25aw I. ()() �!� City: Miami Shores County: Miami Dade zip: Folio/Parcel#: t 1-3,D010-,D010-CV34-()0110 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder);_ cback S Ve Ct.? Phone#: `` =C((0t I7 Address: '63(4 Me (t Sk City: t!�'k-CL - State: fEL Zip: a31;N$ Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name:�A 0na � �i �� jCyC s Phone#: q5�1 -'r►�S I -_5l$Q Address:. '590 ``i.JO ��' �{'Q,X City: Q ',ire ab State: -f 1 Zip: 33 bC1 Qualifier Name: _kAW_JsP V\CLTe30"t" Phone#: State Certification or Registration#�"—��(31 L�1 I Qa= Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$�3_A in _00 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ sm TOTAL FEE NOW DUE$ (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 n be roved and a reinspection fe be charged. Signature \ Signature f i✓ OWNER or AENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day ofa-�0 ,r .20 by `"l da of 1r 20� by who is pe sonally known to Mo 7,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. NDER idAand take an oath. V.-M s�, NICOLE OBERRE PUeNOTARY PUBLI s • ° MYCOMMIyS10N#FF 112175 N ••_,`% NICOLE OBERRENDER EXPIRES:April 13,2018 * MY COMMISSION tr FF 112175 onde6ThruBudlServicesEXPIRES:Aprill3,2018 � °�\OPBondedThruBudgetNotaryServices Sign: F0f SiPrint• PSeal: S **x�w•ws<*�xwr**r*e<**s«e<r>s*�rw�►r***r*** *��x�x�*****�********�x*��e<�*x�wx�x�*��xre<******r**surge*•w�**r�+�**r*aw+s****r� J APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) P�RMlT#� ,C . vE� i�ttl rea OCT 12 2015 PEREZ RESIDENCE 836 NE 100 ST. eft SUBJECT f00CI4 FWNCE WN AU FEDERAL STATE ANum1*1 f 4,L--s AND REOULA-n()NS 12.Horizontal Roller Window 110 314"x 501/4" 801-90 CITY NOA 15-0505.29 COPTAIS"0611.05 French Door FLORIDA ROOM 9-10 13.Pioure Window (2)Pich" 73 314"x 50114" 73 314"x 50114" 70%70 701-70 FL 15920•R1.1 FL 15920-111.1 7-8. DINING ROOM (2)Horizontal Roller Windows 73 3/4"x 38" 801-90 NOA 15-0505.29 14.Horizontal Roger wndoa 52 718"x 38" 801-90 NOA 15-0505.29 6.Horizontal Roller Window BEDROOM BEDROOM 52 7/8"x 501/4" KITCHEN 80!-80 NOA 15-0505.29 BATHROOM 4-5. (2)Horizontal Roller Windows 36314"x25314" 80%90 NOA 15-0505.29 MASTER BATHROOM 3.Horizontal Roger Window ENTRYLNWG ROOM GARAGE 15. Fronk Door 34 3/4179 314" 52 7/8"x 50114" 56(BO 80/-90 MASTER BEDROOM NOA 15-0811.05 NOA 15-0505.29 1.Single French Door 38"x 81 518" 581-W NOA 15-0611.05 2.Flours window 73 3/4"x 38" 16.Pichue Window 701-70 363/4x38" •e 09:•• • • • • • •• FL 15920-R1.1 701-70 • • • • • • • • • FL 15920-R1.1 • • •• • • • • • • •• • • • • ••• • 17-17a. 000 00: (2)Horizontal Roger Windows 63 318"x 62 3/4" 18.Picfise wnnlow -go 2312"x63 3/4" NOA 150505.29 • 000 ••• .•• • ••• 701-70 • • FL 15920-R1 • • • • • • .1 (1)1 x 3x82 3/4" • • • • • • • Tube Mullion •• • • • • • • • • 87.2/-87.2 • •• • • • • • • •• NOA 14-0529.16 000 • . • • • J ... . . . .• •• . . . •. .• ... . . . ... . . •••••• ••9••• •Y•• •••••• 5 • I® ® •••♦e• • ♦ • n Spedaity Erlglneedng Correuitanffi,Inc. ••s••• a 5 1590 SW 30 Avenue,.o=020 ,� n-''F.41c Wind Velocites In South Florida •••• •• s s • Dade Browerd Palm Beach • • • • • Boynton Beach,FL 334326 Riak Cat t I63 I% 136 I.ow risk b hem®s f sheds •w•• • •• ••••• 0. n FL.CA 0008217 .. S Risk Cat 2 I75 I10 170 Single Famil Residf m ertce 9••••• •• • ••♦•• am �, Risk Cat 3&4 l96I80 1 180 I Essential Facilities • • • • ff. q h (GCp-GCp I) •• •♦ .a .•..�. InlaNedone end Ornitatlorre of Use 1 Cherffi ovlde wind res based on the mean root h ht Ami shall not exceed 50'-0'. • 2 n reasures are toren enclosed ahudere or other hn d resistance rotedlon required). • • • V(mph) 175 1620 F13C for HVHZ,m Fig 26.5.1a 3 User shall determine the mean roof he h Eave he ht+Roof Peak . ♦ • a • 3 •♦'�• Risk Category 11 Table 1.5.1,page 2 4 End zone distance Is the lessor of 10%of length.10°/a of width or 40ak of the mean roof height and not less than 3'40' *0000* Exposure C Section 26.7 5 If 50%of a component is In e m Ncular zone then that component Is considered to be In zone with the mlorify of the area.If questionable then place In Zone 5 • Kd o.83 Table 26.6-1,page 250 8 Each com nertt,wirMow door mullion has a tribute area that is area to be used.Area of com nents to rounded down but shall not be less than 10 sf. ••s• KE 1 Figure 26.8-1.page 252 7 For NOA's that r uhe a Kd=1.0 then mulliply the values fisted herein by 1.1 S. • GCpi 0.18 -0.I8 0.558 Wktd res are based on Allowable stress deal n. ♦• • pitch of roof 3112 14.0 degree 0 D n assures fisted herein are valki for res B and C and re D.max roof he M 30 see criteria shown left theta 14.0 degrees 10 Charts and values fisted herein ere on -Hd when signed,dated atuf sealed (i McDou le PE 058214 or D.Adam LeBlanc PE 077012 11 Wfnd d n assures are calculated N axordance with ASCE 7-10,Method 2 12 No redudlon n= taken for slopes less than 10 degrees. _ Aresfoompoftent Area of t Amofcourponent Am ofoomponcra Area of t Area of A-foaarpecat Area of t Aof com ms Area of t Aof com 10.0 of 15.0 sf 20.0 sf 25.0 at 30.0 of 35.0 sf 40.0 sf 45.0 sf rea50.0 of 55.0 sf 60.0 sf Mean Roof Hcight Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 15 -43.4 -53.6 42.2 -51.3 41.8 -50.6 41.4 49.8 41.0 49.0 40.6 48.3 40.2 47.5 -39.8 46.8 -39.4 -46.0 -39.0 45.2 -38.6 -44.5 40.6 40.6 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16' -44.0 -54.4 42.8 -52.0 42.4 -51.3 42.0 -50.5 41.6 49.7 41.1 48.9 -40.7 48.2 40.3 -47.4 -39.9 -46.6 -39.5 45.8 -39.1 45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 43.4 -52.7 42.9 -51.9 42.5 -51.1 42.1 -50.4 41.7 49.6 41.3 48.8 40.8 -48.0 -40.4 47.2 -40.0 46.4 -39.6 45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 '39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 45.1 -55.7 43.9 -53.3 43.5 -52.6 43.0 -51.8 42.6 -51.0 42.2 -50.2 41.8 49.4 41.3 48.6 40.9 47.8 40.5 47.0 40.1 -46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 } 19 45.7 -56.4 -44.4 -54.0 43.9 -53.2 43.5 -52.4 43.1 -51.5 42.7 -50.7 42.2 49.9 41.8 49.1 -41.4 48.3 41.0 47.5 40.5 46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 -46.2 -57.0 -44.9 -54.5 -44.4 -53.7 -44.0 -52.9 43.6 -52.1 -43.1 -51.3 42.7 -50.5 42.3 49.7 41.8 48.9 41.4 48.1 41.0 47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7- 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 46.6 -57.6 45.3 -55.1 -44.9 -54.3 -44.4 -53.5 -44.0 -52.6 43.6 -51.8 43.1 -51.0 -42.7 -50.2 42.3 49.4 41.8 48.5 41.4 47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 '40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 47.1 -58.1 45.8 -55.6 45.3 -54.8 -44.9 -54.0 -44.4 -53.2 1 -44.0 -52.3 43.6 -51.5 43.1 1 -50.7 -42.7 49.9 1 42.2 49.0 41.8 48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 47.5 -58.7 46.2 -56.2 45.8 -55.3 45.3 -54.5 -44.9 -53.7 -44.4 -52.8 -44.0 -52.0 -43.5 -51.2 43.1 -50.3 42.6 1 -49.5 42.2 48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 1 39.1 38.6 38.6 24 48.0 -59.2 46.6 -56.7 46.2 -55.8 45.7 -55.0 -45.3 -54.1 44.6 1 -53.3 44.4 -52.5 43.9 -51.6 43.5 -50.8 43.0 49.9 42.6 49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 1 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 48.4 -59.7 47.0 -57.2 46.6 -56.3 46.1 -55.5 45.7 -54.6 45.2 -53.8 44.7 1 -52.9 -44.3 -52.1 43.8 -51.2 43.4 -50.4 42.9 49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 48.8 -60.2 1 47.4 -57.6 47.0 -56.8 1 46.5 -55.9 1 46.0 -55.1 45.6 -54.2 45.1 -53.4 44.7 -52.5 44.2 1 -51.6 43.7 -50.8 43.3 1 49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 1 49.2 -60.7 47.8 -58.1 47.3 -57.2 46.9 -56.4 46.4 -55.5 45.9 -54.6 45.5 -53.8 45.0 -52.9 44.6 -52.0 44.1 AU I d131 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.440.}9 a .9 a 9 28 49.5 -61.2 48.2 -58.5 47.7 -57.7 47.2 -56.8 -46.8 -55.9 46.3 -55.1 45.8 -54.2 45.4 -53.3 44.9 -52.4 �a% 51. .0 (�7a 46.0 46.0 44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1k 7 . .7 0 29 49.9 -61.6 48.5 -59.0 48.0 -58.1 47.6 -57.2 47.1 -56.3 46.6 -55.5 46.2 -54.6 45.7 -53.7 45.2 -52.8W. .3 •'6'� ® r 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 'k; . :a .9 5 30 -50.3 -62.1 48.9 -59.4 48.4 -58.5 47.9 -57.6 47.4 -56.8 47.0 -55.9 46.5 -55.0 46.0 -54.1 45.6 -53.2 4' -5 • 4% MIAMI-DADE MIAMI-DADE COUNTY ME PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mianudade.sov/economv T.M.Windows LLC 1543 N.Powerline Road Pompano Beach,FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated.below. The Miami—Dade County Product Control Section(in Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: Series"805"Aluminum Horizontal Rolling Window--L.M.I. APPROVAL DOCUMENT:Drawing No.WO-81,titled"Series 805 Alum.Horizontal Rolling Wdw. (L.M.I.)",sheets 1 through 7 of 7,dated 09/19/08,with revision E dated 03/16/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RA.TJNG:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire XO4 Shall beQ, p joviled to the user by the manufacturer or its distributors and shall be available far inspeolion3t Elie job Calot the request of the Building Official. This NOA revises NOA#13-0107.Q1j 8ri4 risi+of ihi fage l,and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. 00 The submitted documentation was reviewed by Manuel Perez,P.E. . ••• ... ••• . ••• . . • • • 0 0, 0 0 • • NOA No.15-0505.29 Mian�•naol=.coulvTr •• Expiration Date: May 13,2019 Approval Date: August 13 2015 ,$.� 5.� . . . ... . Page 1 . . . . . . . . . . . .. •• . . . .. •• ... . . . ... . . T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-1110.02) 2. Drawing No W08-81,titled"Series 805 Alum Horizontal Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7,dated 09/1.9/08,with revision E dated 03/16/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5945,dated 07/31/09,signed and sealed by Julio E. Gonzalez,P.E. (Submitted under NOA No. 09-1110.02) 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)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5457,dated 01/22/08,signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 09-0105.02) 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5459,dated 01/17/08,signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09-0105.02) .• ••• . . • . . .. . .. ... • e .. 000 . . .. Manuel ,P.E. • Product Contr miner • •• •0 NOA No.15-0505.29 • .• 060 • . . • .. •'• Expiration Date: May 13,2019 Approval Date: August 13 2015 ••• • • • • ii 1• • • • • • • • • • • • • V •• 000 • •• •• T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. TESTS(CoNTINUED) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS.201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling window(XO),prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-3995,dated 11/13/03,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 04-0120.01) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum horizontal rolling window(XOX),prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-3946, dated 11/04/03,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 04-0120.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5t'' Edition(2014)and of no financial interest dated 03/16/15 and revised on 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). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06125/15,expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Satlex Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. 3. Notice of Acceptance Ng.13—X12.6.?y0 issued to Allnex USA,Inc. for their"Uvekol S Laminated Glass *t$d V 0/14,expiring on 02/08/19. • .. . . . ... . day.... ... .. . . . .. • ... ... ... .. Manuel P ,P.E. • . .' .' ; ; Product Contr Ex finer 0• 0 ' ' ' • NOA No. 505.29 . .. . . . . 000 .. • Exptration Date: May 13,2419 Approval Date: August 13 2015 ... . Fr2. • . . .... . . . . . . . . . . •• •• *00 . •• •• T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51' Edition (2014), and of no financial interest, dated March 26, 2015,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. FTL-5945,issued by Fenestration Testing Laboratory,Inc.,dated 07/31/09, signed and sealed by Julio E. Gonzalez,P.E (Submitted under NOA#09-1.7.10.02) 3. Laboratory compliance letter for Test Report No.FTL-5457, issued by Fenestration Testing Laboratory,Inc.,dated 03/13/08,signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 09-0.105.02) 4. Laboratory compliance letter for Test Report No. FTL-5459,issued by Fenestration Testing Laboratory,Inc.,dated 02/21108,signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09-0105.02) 5. Laboratory compliance letter for Test Reports No. FTL-3946 and FTL-3995,issued by Fenestration Testing Laboratory,Inc.,dated 11/04/03 and 11/13/03 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No 04-0120.01) G. OTHERS 1. Notice of Acceptance No. 14-0107.08,issued to T.M.Window LLC,for their Series "805"Aluminum Horizontal Rolling Window-L.M.I.,approved on 02/20/14 and expiring on 05/13110. .. ... . . . . . .. • .. . . . . . . .. . . . . ... . . . . .. ... .. 0.0 . . .. 4 ... ... ... Manuel P P.E. ' Product Control miner ' ' • . . • NOA No. 15-0505.29 .. . . . . . .. 00: 0:. '. • Expiration Date: May 13,2019 Approval Date: August 13 2015 ... . . . . k.3 . . . . . . ... . . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 3/18°ANN.CLASS 3/16'HEAT STREWD GLASS FOR IDL ANCHOR REQ . 1R• 090'Interlayer 090'Intercoyyer�� WOOD STRUCTURES OR Sollex Clear And Color Glaze Kuromy SentrAic3 THRU WOOD 13UCKS WTO MASONRY 74"MAX By'Eastman Chemical Co.' By'Kuroroy America,Inc.' WINDOW WIDTH Z 3/16'ANN. GLASS 3/18'HEAT STREWD GLASS 9 3/8' SILICONE SILICONE FALSE MUNTINS 8" HEAD HEAD/SILL GE RGS7700 GE RUS7700 (SURFACE APPLIED) A 3"SILL CORNERS g DOW CORNING 995 � DOW CORNING 995 MAY BE USED 13 i! 1! n 13 II I I 11 11 if e - 1i 1, i� �� E 28 AT 1/4 POINTS ON LITES 28 AT 1/4 POINTS ON LITES iv S I� f/ II O II // a 8 \ $ II II 6 11 , WIDER THAN 36'ONLY WIDER THAN 38'ONLY = II o M ut J __ _--ter--- J o Q W gbO .1 1 8 7/18'OVERALL CLASS 7/16"TYPE 'A n '13,GLASS y o �i IN o • •• 1/8'TEMP.GLASS $ 11 ❑ 1 11 • • • • • L ••••• 3/16'U%TRLN'O GLASS • •• _..3/16'ANN.GLASS 1/4'AIR SPACE 1i 11 �I t1 'Rj • • • • • y rlayar • • 120'Interlayer 1/8'ANN. GLASS 3 •••••• y1Te 1�5 Uvekol S �0"Interloyer • y Inlex USA,Inc,- • � By'Allnex USA,Inc.' Saflex Clear And Color Glass00 • • • By'Eastman Chemical Co.' 1 O M •• ••• • 3/16'HEAT STR I NS 3/16'ANN.GLASS 1/8"ANN.GLASS � Y� V�� •• •• 32 7/B' 33 1 J2' m w • • • •SILICONE* • SILICON£ SILICONE D.L.OPG. D.L.OPG. a Z • • ••GE RGS718 ••• GE RGS7700 GE RGS7700 8 �!)K= • •s • DOW CORN44%&9i9. 3 DOW CORNING 965 $aT DOW CORNING 995 37 L/2. m $ S 0 m • 1111041,m 13 .1 1. • •••• '\ t 3 iA t y - I VENT WIDTH Z 0_ n • •••••• ^ n TYPICAL EIEVATIOf3 Z 7a 1i li • I 1�I Ma •. ••• •••••• XO OR OX SIZES H n.. 0 • •• MAXIMUM D=GN LOAD RATING - PSF •• ••• • • • FOR SIZES SHOWN ABOVE OR SMALLER O �6S AT•1/4 POINTS ON LRE; AT 1/4 POINTS ON LRES • 28 8 AT 1/4 POINTS ALL SIZES CLUB TYPE'A' GLASS TYPE'B' GLASS TYPE'C GIAS3 TYPE'D' GLAS9 TYPE WISER THAN 36"ONLY WIDER THAN 36'ONLY IDQ.(+) 1Nr.(-) EKT.(+) INT.(-) Exr.(+) INT.(-) EXT.(+) tM.(-) Exi.(+) INT.(-) TYPE 'C' TYPE 'D' TYPE 'E' 80.0 1 90.0 1 90.0 1 130.0 solo 90.0 1 55.0 55.0 79.0 79.0 1/2"OVERALL GLASS 1/2'OVERALL GLASS 11/16-OVERALL INSUL.CLASS o / LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES, GLA2ING..QPFTIONS FOR METALLIC SWEEP LATCHES LIMIT MAX.LOADS TO 1 S B 80.0 PSF. O NOTE: SERIFS 805 GLASS CAPACITIES ON THIS SHEET ARE ALUMINUM HORIZONTAL. ROLLING WDW. BASED ON ASTM E1300-09 (3 SEC. GUSTS) _ AND FLORIDA BUILDING.COMMISSION a DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE DECLARATORY STATEMENT DCA05—DEC-219 o c n CHARTS SHOWN ON SHEETS 1 & 2. REQUIREMENTS OF THE FLORIDA BUILOING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. COMBINATIONS OF H.R./HERE OR HORIZONTAL ROLLING WITH OTHER LOADS TO THE STRUCTURE. MIAMI-RADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS Ensr:JAVAO ANMAD APPROVED MULLIONS IN BETWEEN. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CV& PRODUC RILIVISILD i LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL FIX PE 70582 as complying with the Florlb $ WILL APPLY TO ENTIRE SYSTEM. ANC�RING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • Building Code 6 }. NOT PART OF THIS APPROVAL. AcceplancoNo .�t A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Bx'mtiou Data 5 c ALL SHIMS TO BE HIGH IMPACT, MCN-METALLIC AND NON-COMPRESSIBLE. M drawing no. COMER O CONTACT WITHH OTHELIMITED DISSMILAR MATERIALS SCREWS. HA L MEET THE qAP2015 W08-81 REQUIREMENTS OF THE FLORIDA BUILDING CODE. Leheet1 of 7 ADDL ANCHOR READ. FOR UWALIATIONS INIO WOOD STRUCTURES OR ADOL ANCHOR REDD. to THRU WOOD SUCKS INTOMASONRY FOR INSTALLATIONS INTO 111°MAX. WOOD STRUCTURES OWINDDsR OW WIDTH THRU WOOD BUCKS INTO MASONRY 111°MAX. 11/4" • WINDOW WIDTH MAX 9 3/8 MAX. MAX. 3' FALSE MUNTINS HEAD\SILL 8"MAX. AT Fl .LITEUTE(SURFACE p HEAD\ILL HEAD/SILL (SURFACE USMAX. HEAD/SILL MY SE USED CORNERS MAY AT ENT CORNERS SILL t 1 1 1) O4 L D D LIt--- a 12 s �e __ -I-'-O xf, �Q6VEVEVEVMdaJ,., pq$XjA II ---TI II Ir--- o I ° $ J P I II ro J JI I p ",a g �tj I1�N II II�II Z t ••• II II jl 11 II I; 11 _�I II I�_ _li _ ^' •• •• • • •• IL---JL_1L —11 • • II I' II II II II II II 1 B �I I •• •• • •••• • 3 I' II q 11 3 ' I c • p S M � • I I 1 I 1 i 1 i g' �M •• I� • • • . 32 � 33 1/z° 3z 7/s° mp 24 s/B° so°MAX. as s/B• •• •• • •• ••DIL.•Oi®I D.L. OPG. O.L. OPG, 8 Dl.OPG. D.L.OPG. D.L OPG. Y, $ m- 41• ••• ••• •1i�5�e° 37 s/9° 29 t/a° 29 1/a' p a I I i• ••i • •• ►�IIL VENT WIDTH VENT WIDTH VENT WIDTH Z d mm0 •• ••• 0000 • TYPICAL ELEVATIONS L3 o 0 • • • %OX SIZES XOX SIZES i n o CL 0000 • ••MAXIMUM DESIGN LOAD EATING - PSF MAXIMUM DESIGN LOAD RATING - PSF f - •• ••• • • • • FOR SIZES SHOWN ABOVE OR SMALLER FOR SIZES SHOWN ABOVE OR SMALLER 0 000000 GL9.9S TYPE'A' GUS TYPE'B' I GIA.TYPE'C' GLASS TYPE'E' GLASS TYPE'A' CLASS TYPE'E' • • EXT.(+) INT.(-) EXT.(+) 1NF.(-) EXT.(+) INT.(-)1. EKT.(+)I 1NT.(-) 80.0 90.0 90.0 130.0 90.0 90.0 79.0 79.0 90.0 90.0 90.0 1 130.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, LOADS SHOWN ADDYE ARE FOR VANDOW VENTS C FOR METALLIC SWEEP LATCHES UMIT MAX LOADS TO*80.0 PSF. WITFt SPRNG LOADED ALUM LATCHES, 12 FOR MEfpLUC SWEFP LATCHES LIMIT MAX.LOADS pL ro tBo.a PSF. � E 5 C m U O W Engr:JAVAO AHMAD ,B Q OVA. PRODUCI'REVISED 3P FIA PE p 70582 nsrnmplyingwltpilreMoTMa 1 4AP 8 Bmidmg Cade g ' Ampt�No on Date. NOTE: GLASS CAPACITIES ON THIS SHEET ARE By BASED ON ASTM E1300-09 (3 SEC. GUSTS) drawing no. AND FLORIDA BUILDING COMMISSION 1VIIAtnI t W08-81 DECLARATORY STATEMENT OCA05-DEC-219 7 2015 sheet 2 of 7 TYPICAL ANCHORS TYPICAL ANCHORS V SEE ELEY SEE ELEV. 1BY FOR METAL FOR SPACING WOOD"C", STRUCTURE ———————————————— 1 ;WEDGE GIST.'- Fr-----------------`�� 4 0' •a d: a•' I I MULLION& COUNTY APPROVED I I "f. .°„ 2'PER CLIP PH SMS Q (L �S= ,1,� j I MUI.110N& MULLION ANCHORS I . s g Ri GE DIST. 3a ' �1' EDGE I i SEE SEPARATE NOA :I F I r DIST. I EDGE DIST. I i Var' ----- -- --- o zs A 2 sLAAJ I! it �j j 14 4"LDNG SEE ELEV. TYPICAL ANCHORS tb 1 I WINO LOAD CLFP TYPICAL ANCHORS FOR SPACING Ij I ij •I SEE ELEV. 3 II I li II FOR SPACING LL J 8 WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS II MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM •• I !I I AND TRANSFER THEM TO THE BUILDING STRUCTURE, • • •• •• i! it I i _ � n i •• I i � • •••• • j i! r i; SEALANTS: TYPICAL ANCHORS: SEE ELEV.FOR SPACING ••••• • •••• • • I ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH 1,44! DIA. ULTRACON BY 'ELCO' (FU=177 KSI,Fy.155 KSI o' • y •i SILICONE OR ACRYLIC SEALANT. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES , n • •••• ! I • •!I i u WEEPIIOLES: 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) & U �'• • • 000•� • • • • = W1 1-1/4" X 1/4"WEEPHOLES WITH PLASTIC BAFFLE THRU 16Y BUCKS INTO CONC. OR MASONRY Z • • Jc• •• o1 AT 4-7/8" FROM EACH END AND AT MIDSPAN 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) _ ••••• • • !i I! • !ii W2 1-1/4"X 1/4"WEEPHOLES 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) s Wv •••• • • i I • •it !i W4 1"AT 4-7/8" FROM EACH END AND AT MIDSPAN DIRECTLY INTO CONC. OR MASONRY Z np m a W3 = 2" LONG WEEP NOTCH AT EACH END p • • • p i! LONG WEEP NOTCH AT 32' FROM EACH END1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) z • • ' •• ••• •••• � � • • ii ii 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) • • •••• !I • it it ]f4' DIA. TEKS SELF DRILLING SCREWS BY 'ITW'(GRADE 5 CRS)) N np e i ••• • i p i! INTO METAL STRUCTURES c� • •••• i STEEL : 1/8' THK. MIN. (Fy - 36 KSI MIN.) • i! h t! ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 12*LONG SIL CLIP ADAPTER (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) g #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) L R INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8'7 ° o 3 6 (NO SHIM SPACE) ~ TYPICAL EDGE DISTANCE $ W3 26 INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE = 1" MIN. bi n © W4. iD ' INTO METAL STRUCTURE = 3/4" MIN. w v 1§d W 2 W WOOD AT HEAD,SILL OR JAMBS SG -0.55 MIN. <m a o W CONCRETE AT HEAD, SILL OR JAMBS re - 3000 PSI MIN. C-90 HOLLOW/FlLLED BLOCK AT JAMBS f'm - 2000 PSI MIN. gg EN..JAVA MAD PRODUCT RHVISBD ' r1 / I 3 < •. .•' FLA. 782 a9 cnmtdying wivthCUIO Fbttde 8 � .' '•�° .. C BvlWI Cada+:+'06 dAcmPlsnco No p TYPICAL ANCHOR! ,`$g SEE ELEY. TYPICAL ANCHORS FOR SPACING , .^ I 3 PER CLIP D drawing no. ` :^ W1 EDGE " W1 P GC°IWud ••I EDGE DIST. EDGE DIST. PR 07 201! W08-81 shit 3 of 7 1/4'SHI1J © 12 CD) O LeF VENT MOTH 78 25 11V MAX. TMCAL ANCHORS Z � METAL 24 15 B SHIMS EQ k J STRUCTURE .POR SPACING 19 G 1g v Q ----SCREES OPTS ------- LL D RUCKS �LLy{{g�m 9 g v 'P TYPICAL ANCHORS 2� SEE ELEV. q D.L.O. 5 a :1 FOR SPACING EXTERIOR WINDOW MOTH • •• XO LAYOUT . • s•e 0• • •• OX OPPOSITE • 0000 • • • � � :.so.* .•• •.•..0 • w.. • 1/4' M • VENT WIDTH VENT WIDTH �� O MSm ••• .. MAx. U 0000.. • .• Jujt-i Vt000 • • • •• bRK TYPICAL ANCHORS J a SEE ELEY • � • STRUCTURE • FOR SPACING oz g E U " • .• • .00• '•'. OP I • /2i • _ _ __ G Q m Z 0 � � -- 0000. - - - - - ❑ ❑ - - - - - � � • d 009000 Til •• 00000 1 1/4v 0 • • v • .• ~ E 0 •. _ _ _ __ . - _ _ . w�l v .. •. -SCR•EENs oPT. ----- v, D.L.O. CHOPS Iffy FOR EE woo mm SPACINGEXTERIOR a v o R m WINDOW WIDTH XOX LAYOUT TYPICAL ANCHORS g$z SEE ELEV. FOR SPACING MIAMI-DADS COUNTY APPR,D MULLION m 0 a n n m SEE SEPARATE NCA 6 o v`7 --- VENTS WITH 0 o SPRING LOADED LATCIIES E�gn JAVAD AHMAD 4 1 I I I CML YROPUCT ItE thft FlOdd4 FIA.PE A 70582 6�� Y � 'C b*Code CAft 3538 AecePUnce tdo l 'M.12,IQ J k DOW k a -_ _ . .. it II - SCREENS OFT. L---J ------ 13 PtoQuct drawing no. EXTERIOR R 0 7 2015 W08-81 IWNDOW WIDTH WINDOW WIDTH ®hoot 4 of 7 1/4'SHIM O CJ Q MAX, VENT WIDTH 18 1/4•MA Z TYPICAL ANCHM METAL 1 24 18 8 SHIMS SEE ELEV. J STRUCTURE FOR SPACING }7,;e o� 29 19 —1.-------SCREENS OPT. J _ ..-.. _. .. .. •O D BUCKS Zi v l0 S mu TYPICAL ANCHORS9 f 8 I •• {L a IY�0bj�t SEE ELEV. q D.L.O. I-II 5 ii FOR SPACING EXTERIOR WINDOW WIDTH 7.7Q • •• XO LAYOUT • • • • • Ox OPPOSITE • 0000 • • • I° G ❑ 1/4-MAX m^ • •••• • • • SHIMS M ifi /q• M . VENT WIDTH VENT WIDTH e MAx 0.000• U .0000• 0000 BY WOOD SUCK• • • • WOOD BUCKS �y • _ o..:.•0 STRUCTURE _ _._. p = W QU • ••• c), I f /2'0 0 _ _ _ 'd.i/q' c v • • v •• •• –SC ifR-ENS OPL ----- .:-.--"--. .. – --^-- SCt�ENS OPir-- 71PICAL ANCHORS e 0 SEE ELEV. W P R SPACING GS2i D.L.O. Pppb� TYPICAL ANCHORSSEE ELEV. FOR SPACING EXTERIOR o WINDOW WIDTH XOX LAYOUT g g TYPICAL ANCHORS SEE ELEV.FOR SPACING MIAMI–DARE COUNTY AO SEE SEPARATE NNIDA� 'f=_i VENTS WITH SWEEP LATCHES It It E"9r'WADAHYAO PRODUCCRRVISED e CML I I I I y as complying with Me Flortd0 I I 11 FLA.P X5382 Buildigg Coda Acaptanco No ��•�re�1 is reNon DOW r-1 -------SCREENS OPT. 1L---JI LAY drawing no. EXTERIOR APR 2011 W08-81 WINDOW WIDTH WINDOW WIDTHSheet •rj of � 3.089 1.375 -"( 1.000 ITEM PART 6 QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/MEMABRS 1 TM-130 1 FRAME HEAD 6063-T6 - .082 .062 2 TM-1336 1 FRAME SILL BASE 6063-T6 - 750 .088 I _� 3 TM-134 _ 1 FRAME BILL TOP 6063-TB - 24371.875 1.425 �1.250 .125-d 4 TM-132 AS REDD. FRAME JAMB-VENT 6063-T6 - k 5 TU-131A AS REDD. FRAME JAMB- FWD 6083-T6 to WIND LOAD CLIP 8 TU-138 2/VENT TOP AND BOTTOM RAIL 6063-T6 - gg 5.000 7 TM-139 I/VENT JAMB STILE 6063-T6 - U iS00 LOGO r 6 TM-140 1/VENT MEETING STILE 6063-TB - 1030 6 TOP & BOTTOM RAIL -'CII' 9 TM-137 I/VENT FIXED STILE(SPRING LOADED LATCH) 6063-T6 VENT FIXED STILE(SWEEP O FRAME HEAD 1.000 0 TM'136 I/1 TRACK INSERT LATCH) 6063 T8 - F 1.750 Iy it TM-135 1 SILL CUP ADAPTER, 12'LONG 6063-T8 AT MTG.STILE LOCATION > I 12 TM-118 I VENT SPRING LOADED VENT LATCH,3-1/8°LONG 8063-T8 AT MID SPAN .054 �I / dl•11�� 1.480 125 12A - 1/VENT METALLIC SWEEP LATCH - AT MID SPAN q .077 2.201 128 $8 X 3/4' 2/LATCH SWEEP LATCH MOUNTING SCREWS - FH SMS S83 1.375 15 MTG. STILE REINF. 13 TM-141A AS REDO, GLAZING BEAD(LAMINATED GLASS) 6063-TB - T T+ .313 •089 1.00013A TM-151 AS READ. GLAZING BEAD(INSUL LMA.GLASS) 6083-T6 - 17.500 14 TM-154 AS REOD. WIND LOAD CLIP,4'LONG 6063-TB - 1.426 2.312----- 15 - 1/STILE MEETING STILE REINFORCING 6083-T6 - • • ••• •• • .107r � IB - 2/STILE FIXED STILE REINFORCING 6083-TB - • f� • � SILL TRAC • JAMB STILE 125 ''� 17 W31225 AS REDD. FIN SEAL W'STRIPPING(.270'X.220'MGN WOOL - J 18 W43371 AS REED. FIN SEAL W'STRIPPINO(.187°X.370'HIGH) WOOL •••••• 19 W43201 AS REDD. FIN SEAL W'SIWPPING(.187'X.200'HIGH) WOOL , .. • •••• ► 2.3112 20 P5043 - AOHESNE BACK CLOSED CELL FOAM - J/8°%1/2'X 1-7578'LONG • •• ••• i8 FIX. STILE REINF. 21 - 2/VENT VENT ROLLER HOUSING&GUIDE PLASTIC AT EACH END p yMj • •••• 'OB • •w •• .095 22 - - VENT ROLLER/WHEEL BRASS - U 0 1.25b )ip, • 23 #12 X 1' 2/CORNER FRAME ASSEMBLY SCREWS - P.H.PHILLIPS SMS c J W � • 7.296 •!•! I • •• ••• •• 2.373 24 #10 X 1° 2/CORNER VENT ASSEMBLY SCREWS - P.H.PHLUPS SMS d • • _ •••• •• • •• 1f 51.000 1 S46 .848 25 - 1/LATCH VENT LATCH SPRING ST.STEFl - V • • •• ••• ••• •• 1.235 26 W31175 AS REDD. FIN SEAL W'MPPING(.187'X.175'HIGH) WOOL - _ G m • • SILL CLIP ADAPTER 27 TM-131 1 SRL RISER 6063-T6 - Z O • !! 1.750 .062 28 - AS READ. IsErnNo BLOCKS EPOW DUROMETER 8016 SHORE A c Z •: ••• 1. •e•POO • • 12• MEETING STILE VENT LATCH H S • • O •• ••e • • • 2.312 2.312 •••• w .435 .153 • • .099 .055 e 9.717 3.270 IP �( .8,02- .04C .582 .540 .400 .500 2.708 1.437 '0'a0 1.287 1 S 1 000 1.237 .082 .923 .923 TYP. 1.750 1.750 a$ 1,641 13 GLAZING BEAD t3q GLAZING BEAD 9 9U FIXED STILE (SPRING LATCH) 9A FIXED STILE (SWEEP LATCH) (LAM.GLASS) (INSUL LAM.GLASS) �3 FRAME SILL TOP a 3.089 1.764 .937 n • m . .062 F .082aa mumm c TYP. TYP. 062 11 1.819 1.799 2.628 Epjr.JAVAD ANMAD F .092 3.042 3.283 3.168 3.042 CML PRODUCT g with m S 'a 062 FLA.PE 70892 an Cemplytng with R16 PIoTIQA 75 1,858 ttP. CAN. 38 AcAcceptmim No l� RIP LEG ,18,3 E 'but-Daft.. .500 AS REDD. 13Yo M4im i Dada M c drawing no. 3.089 ,876 .875 7 101ti WOS-�1 O FRAME SILL BASE O FRAME JAMB - VENT O FRAME JAMB - FIXED 27 SILL RISER shoot 6 of 7 (2)112 x 1 1!4"PH.SMS. (2)#10 x V PH. SUS. TSE910 MBLY SCREWS I-PH.sas. {�V ^ �AASSSEMBLY SCREWS ASSEMBLY SCREWS CT 1 � I I c� a 0 m • • •ERAME 169•CORNER 1 • . • FIXED MTC. RAIL TOP CORNER m •• • •.•w•• VENT TOP CORNER O M •• •• AASSE`M1B2 1 1/4"O H.SMS. •• •• V K 1d.. • ••• ��: ••• • g *Does 00 a 10 OR • • . • • � Axa •• . • w ��lllll • • (z)#,o x ,•PH.sMs. ASSEMBLY SCREWS o S� ��amuow' FlXEO MTC, RAIL BOTTOM GOFk1ER o E n`AVAD AHM40 pRODUCTREVISED e m (2)�10 x 1'PH.SMS. FLA.PEML 70982 m complying with Bm Florwe 1 FRAME BOTTOM CORNER ii C,A,4. 38 Building Code q if ASSEMBLY SCREWS Acccplance No S,45o 10`q reI,-Dery �3 VENT BOTTOM CORNER C��ER ryl daptoduet drawing no. W08-81 4 0 9 201' sheet 7 of 1 r r MIAMI- E AIIAA•II--DADE COUNTY,FLORIDA 0 PRODUCT CONTROL SECTION DEPARTMENT Or REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wvny.miamidade.eov/economy Eco Window Systems,LLC 9114 NW 106 Street Miami,Fl.33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami---Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"ECO-Guard Clipped"Aluminum Tube Mullion-L.M.T. APPROVAL DOCUMENT: Drawing No. M14-01, Series titled "Aluminum Tube Mullion",-sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al-Farooq Corporation, signed and scaled by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval date by the Miami-Dade, County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved",unless othetivise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERAMATION 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 inspeclon at t1V b sii a et 1hd rt cTttest of the Building Official. This NOA consists of this page I and evidence pa ft.4-*j apdk 42,;as we ll as approval document mentioned above. •• ••• •• • • • •• The submitted documentation was reviewed by Jaime D.Gascon,P.E. •• •• • • •• : : NOA No.14-0529.16 MIAMFDADE COUNTY K C%.>,`3 , •• ••• ••• •.' :'Expirafion Date: October 23,2019 1 OEM 3, t Approval Date: October 23 2014 �a pp , ... . OV . Pagel r r Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al— Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202--94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 along with marked—up drawings and installation diagram of a clipped aluminum mullion at fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-0"192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of a clipped aluminum mullion at a fixed window/a single hung window,prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2192B and BETI-08 21660, both dated 01/15/09,signed and sealed by Candido F.Font,P.E. 4. 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 20294 4) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202---94 along with marked—up drawings and installation diagram of a clipped aluminum mullion single hung window,prepared by Hurricane Engineering&Testing, Inc.,Test Report No. HETI-08 2166A, dated 01115/09, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and FBC 5th Edition (2014), prepared by Al—Farooq Corporation, dated 05/05114, 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. . . ' • ••• ••• ••• • Jaime D.Gascon,P.E. • product Control Section Supervisor ••• ••• ••• NOA No. 14-0529.16 • :Expiration Date: October 23,2019 Approval Date: October 23,2014 ••• • F--.1• • ••• • • • •• •• • • • ••••• ••• • • • ••• • • I r Eco Window SYstems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC 2010 and FBC 5"' Edition (2014), issued by AIvFarooq Corporation, dated 05/23/14, signed and sealed by Javad Ahmad,P. E. 2. Department of State Certification of Eco Window Systems,LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S.Browning, Secretary of State. 3. Laboratory compliance letter -for Test Reports No.'s HET1482192A, HETI-08-2192B, HETI-08-2166A and HETI-08 2166C, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed and sealed by Candido F.Font,P. E. 4. Proposal No. 08-0236 issued by the Product Control, dated 06/04/08, signed by Manuel Perez,P.E. G. OTHERS 1. None. .. ... . . . . . see •• ••• ••• ••• . . ..• j Jaime D.Gascon, .E. ••• •:• GO: ••; 010 •Product Control Section Supervisor *00 . .• .' ; ; ; NOA No.14-0529.1.6 .. . . . . . . . •••. •Expiration Date: October 23,2019 Approval Date: October 23,2014 ... . E i 2. . ... . . • . . ... . • . .. .. . . . .. .. ... . 0 0 000 0 . ro�u 0 Z if of if 4.000 L O 1 _ I jt 1,' T"�_Yt TYPICAL !�9��,• y SII'-GLAZING PRODUCT[YPICAL o _ fl WINDOW FRAMEoils,o I �L---I I ilULij s.aaa u u u 3.000 4.000 U TUBULAR SHAPES MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. -2.000—moi ALLCY=0003-T8 j AND CAN BE USED WITH ALL MIAMI-DARE COUNTY APPROVED g IMPACT AND N 00 ON--IMPACT RESISTANT PRODUCTS. • • • • • •••• RECTANGULAit ALUM}hlll� TIE MULLIONS MULLIONS CONTAINING TYPICAL GLAZING PRODUCT a �i)°rte° • •••• USIIM MMON PRQERTI�NLY HORIZONTAL OR VERTICAL O C3" NOTES• • • • SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING Zi • • .• _ 'j • •••• 7NI5 PRODUCT HAS BEEN DESIGNED TESTED TO COMPLY WITH THE REOUIRE"TS CRITHE FLORIDf•WALO"CODE INCLUDING HIGH VELOCITY •••••• HIRtRI&NNE ZRNE{HVHZ). • • J W rn • ALL GLAZING MUCTS uAI AIM•TAESE MULLIONS MUST MEET THE Q *0600 AAPpPpL�IICCl!��II..EE BUDDING CODE_F�QUIREMENTS LE: WIND LOAD, WATER INFlLT�4TIONyFO D ENTRY•R ICE•SAFEGUARDS ETC. O • • WOOD AMCKS WOOTHERS,MUOTOW#NCHORED PROPERLY TO TRANSFER •• ••• LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTAIS AB SHOWN ON DETAILS,EMBEDMENT •• ••• TO BAST•"PhAL SHALL OE Vn"I COVERING(STUCCO,TILE ETC.). • ANCHO AfTIONS 0 R T•IA•N THOSE SHOWN IN THESE DETAILS • ARE NOT ry� V THIS APPRJIAL c •• 0000 A LOAD DU•RATIONMNCRFJSE IS I$EO IN SIGN OF ANCHORS INTO WOOD ONLY. FA4 • 91� BUT NOT UMUEO TO STEEL/METAL SCREWS,THAT COME INTO CONT WITH ER DISSIMILAR MATERIALS SHAD.MEET THE REQUIREMENTS OF THE FLORIDA ti>D6.OOOE. INSTRUCTIONS: t USE CHARTS AND GRAPHS AS FOLLOWS H° m ° STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP Z USE MIAMI-OADE COUNTY APPROVED GLAZING PRODUCTS a MEETING ABOVE LOAD REQUIREMENTS. Eng,;JAVAD AHMAD STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT CML 3 APPROVAL. FIA.PE 7 70592 USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH 3538 STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED App—ed m a 01plytng%ft yn �RR IN STEP 1 ABOVE. FTmida HuilUli q Co Unle J} r STEPUSING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS N/)A!1 »� C7 eE Pll��' ) 5 ON SHEET 4,SELECT ANCHOR TYPE WITH DESIGN RATING R}yu(Dgcl.//l�ctrlwi�n�' MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. f:j• '�fhc._2a.t.. M14-01 sheet � of 9 1.000 .125 1.000 2.000S,125 r ..2.000. -I�.125 2A00 .250 �q u .375 1.000 125 .125 .375 I Z T Y- m .125 .125 g 4.000 .125 d.00D 4.000 3.000 3.000 G .125 of 6.000 6.000 ' n Lu .3T3 .375 L .125 .250 L t � f I4 IX .9502 N\4 Ix 2.0374 w\4 Ix - 1.538 a\4 Ix 3.1878 IN\4 IX- 2.9762 WV ` Sx .6335 N\3 Sx 1.0187 N\3 Sx - 1.0254 N\3 SX 1.5939 N\3 Sx - 1.4881 N\3 ILS - 1 X 3 1X 4 1 X 3 1 X 4 2 X 4 STD, MULLION -STI).._ Mt.LUQN CUSTOM MULLION CUSTOM MULLION STD, MU LION 6063-TS 683-TS 6063-T6 6063-T6 6083-T6 U m IX 8.2757 IN\4 IX o 15.2031 N\4 N N Sx 2.7586 N\3 SX =5.0677 N\3 ZO 2 X 6 2 X 6 7 • •• STD. MULLION HEAVY MULLION g f • • 000 •• f• • •• 6063-TB 8083-T6 Li in• • • • • Z ti • •••••• • •••• to Z •••• Q • • • • • •• ••••e• W;; •t • • • •• •• e•• -�1.718 •ee••• I 1 I • • • e• •e• 000000 • • o • •.ZS• 000•e 125 2.725 1� 2.725 pRNOd1�9 Ca lyhlg aidl the O • • TYP1• drip Build 104A 2.000 ••••• peicrj[ n • • P401 T1 NJ Mr+Pi Inr M5.500 5.500 L k---2.000 o• N NOTCH NOTCH c OPTIONAL 1/2• OPTIONAL 1�2• a MIN. MIN. y . o g Fngr JACmLAHMAO FLA PE o 5592 1/2- 1/2- CAN. iWe FMIN.L q g MAY 1:':3 2074 drawing no. ANGLE CLIP MULLION CLIP MULLION CLIP M14-01 6063-T6 6083-T6 8053-T6 Sheet 2 Of 9 DESIGN LOAD CAPACITY - PSP(TUBE MULLIONS) DESIGN LOAD CAPACITY - PSR (TUBE MULLIONS) DESIGN LOAD CAPACITY- PSP(TUBE MULLIONS) WINDOW DAIS. i X3 1 X4 1 X 3 1 X 4 2 X 4 2 X 6 2 X8 WINDOW DIMS- 1 X3 1 X4 1 X 3 1 X 4 2 X 4 2 X 8 2 X 6 WINRO®LBMS. 1 X3 1 X4 1 X3 1 X4 2 X 4 2 X 0 2X 0 Uo W10TH(W)MULL SPAN STD. STD. CUSTOM CUSTOM STD, STD. HEAVY mDTH (W)MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY WIDTH(W) .PDLL SPAN STD. STD. CUSTOM CUSTOM M. STD. HEAVY � 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 74.6 120.0 120.0 120.0 12MO 120.0 120.0 19-1/8" - - - 59.3 55.3 120.0 120.0 'r. 28-1 2' IZOA 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2° 93.8 119.4 87.1 120.0 120.0 120.0 120.0 26-1/2' - - 42.8 39.9 111.0 120.0 / y o 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 47.5 1019_ 78.8 120.0 120.0 120.0 120.0 30" - - 97.8 33.3 98.1 120.0 37' 120.0 120.0 +20.0 120.0 120.0 120.0 120.0 37' 38.5 82.6 62.4 120.0 120.0 120.0 120.0 1 37" - - - 30.6 28.6 793 120.0 42' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 33.9 72.8 56.0 113.0 106.4 120.0 120.0 42' - - - 27.0 26.2 70.1 120.0 48' 38-3/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48" 74-1/4' 29.7 63.7 48.1 99.7 93.1 120.0 120.0 48' 120' - - - 23.6 22.0 61.3 1 112.6 1a 54' 120.0 120.0 120.0 120.0 1204 120.0 120.0 54" 26.4 56.6 42.7 88.8 82.7 12.0.0 120.0 54" - - - 21.0 - 543 100.1 � .p 60' 120.0 120.0 120.0 1204 120.0 1 120.0 120.0 60' 23.8 51.0 38.5 79.7 1 74.4 120.0 120.0 60' - - - - - 49.0 90.1 pn 66" 112.5 120.0 120.0 120.0 120.0 120.0 120.0 68' 21.6 46.3 35.0 72.5 67.7 120.0 120.0 66' - - - - - 444 8f.9 cy 72° 1 103.2 1 120.0 120.0 120.0 120.0 120.0 120.0 72' - 42.5 32.1 e8.9 62.0 120.0 120.0 72" - - - - - 409 75.1 1hQ 19-1/8° 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8° 51.5 110.4 83.4 120.0 120.0 120.0 120.0 19-1/8' - - - 44.5 41.6 115.8 120.0 ] W S 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 37.2 79.7 80.2 120.0 116.4 120.0 1 120.0 1 26-1/2' - - - 32.1 30.0 83.4 120.0 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 32.8 70.4 53.1 110.2 102.8 120.0 120.0 30' - - - 28.4 283 73.7 120.0 z g fY�t: 37' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37' 26.6 57.1 43.1 89.3 83.4 120.0 120.0 37" - - - 23.0 21.5 59.8 109.8 42' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 23.4 50.3 38.0 78.7 73.5 120.0 120.0 42' - - - 20.3 - 52.6 96.7 48' 42' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48' 84' 20.5 44.0 33.2 65.8 64.3 120.0 120.0 48" 132' - - - - - 46.1 84.8 54' 114.8 120.0 120.0 120.0 120.0 120.0 120.0 54' - 39.1 29.9 1 61.2 57.1 120.0 120.0 54' - - - - - 409 75.2 U 60" 103.3 120.0 120.0 1 120.0 120.0 120.0 120.0 80' - 35.2 28.6 55.1 51.4 112.6 120.0 60" - - -_ - 389 67.7 68' 84.0 12MO 120.0 120.0 120.0 120.0 120.0 68" - 32.0 24.2 50.1 46.7 102.4 120.0 66' - - •• - - 334 613 Z 72° 86.1 1204 120.0 120.0 120.0 120.0 120.0 72' - 29.3 22.1 459 424 83.8 +20.0 72" - - - - - 30.7 66.4 (6 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 34.5 74.0 554 115.8 108.1 120.0 120.0 19-1/8' _ - - 34.3 32.0 89.0 120.0 26-1/2° • 0 12MO 120.0 120.0 120.0 120.0 120.0 26-1/2' 24.9 53.4 40.3 833 78.0 120.0 120.0 26-1/2' - - - 24.8 23.1 84.3 11&0 g • 30 • IP 120.00 120.0 120.0 120.0 120.0 120.0 120.0 30" 22.0 47.2 35.6 739 68.9 120.0 120.0 30" - - - 21.9 20.4 56.8 104.3 W w • 0 ISL t •• 11 3 120.0 12004 120.0 120.0 120.0 120.0 37' - 38.2 28.9 59.8 55.9 120 48.0 84 K OO • 42'• 101.6► 120.0 620.0 20.0 120.0 120.0 120.0 42' - 33.7 29.4 52.7 49.2 120.0 120.0 42" - - - - - 40.5 74.5 }- ?.s• M • ••4@ 0 120.0 120.0 120.0 120.0 120.0 120.0 48' 96" - 29.5 22.3 46.1 43.1 107.8 120.0 1. 0 144' - - - - - 354 65.2 0 5 M I 54' 794 120.0 1*-a •120.0 120.0 120.0 120.0 64' - 26.2 - 414 38.3 85.8 120.0 54' - - - •� 313 57.9 Z Z li 60' 71.1 +14.5 4113! 4120.0 120.0 120.0 120.0 6G° - 23.6 - 369 34.4 86.2 120.0 60' - - - - - 28.4 52.1 $ • •ft• •• 84.4 104.1 SIV.7 •120.0 120.0 120.0 120.0 66' - 21.4 - 33.5 31.3 78.4 120A 66" - - - - - 25.8 47.4 1 Q,d• Rp •iRi 95.4 OV..09'e 120.0 120.0 120.0 1200 72' - - - 30.7 28.7 71.8 120.0 72' - - - - - 23.7 43.4 4 U w • I r1�8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' - - - 81.3 759 120.0 120.0 W 26-1/2° •• --88.r120.0 019** 120.0 120.0 120.0 120.0 26-1/2' - - - 98.7 54.8 120.0 120.0 ARCHES TO BE INSCRIBED • • 794 12MO HORIZONTAL MULLION • •� •1Qgp1 120.0 120.0 1zD.o +2G.o 30' - - - st.e ae.a 120.0 izo.o INSIDE�craNcuLAH swwE • 374 63.1 110.9 102.1 120.0 120.0 120.0 120.0 37' - - - _42.0 39.2 109.1 120.0 •• •A; 55.8 105.8 &-4 120.0 120.0 120.0 +20.0 42' - - - 37.0 34.6 9&f 120.0 ��QLAZING • 48' Bj"• 92.4• • 120.0 120.0 120.0 120.0 48' 108" - - - 32.4 30.2 84.1 120.0 VERTIPRODUCT 54' 00046.2 82.2• 70p1 120.0 120.0 120.0 120.0 54' _ - - 289 269 74.7 120.0 MULLION `o ••1 •da; 38 73.99 43.0 115.7 108.0 120.0 120.0 60" - - - 25924.2 67.3 120.0 eg• ••• �}{ 67.2 57.5 109.1 98.2 120.0 1204 U8' - - - 23.8 224 61.2 112.3 GLAZING GLAZING 700" 72" • 32. 61.6 92.5 8&4 90.0 120.0 120.0 72' - - 2f.6 20.2 56.1 103.0 PRODUCT PRODUCT �) GLAZING GLAZING . PRODUCT PRODUCT ALL LOADS ARE EXT.(+)/INT.(-}. o NOTE: MULLION SPAN MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. a (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS E"s"4AVAD u1LwD w CML ! FLA.PE¢70592 d NL4 u� W! +W2 CAN.355 Approved nyhta1la 2 ' 17aiduth' UOie .2 Ci 0 f drawing no. 3 2114 MULLIONS M14-01 Y.__Y:} ..;�."'�".. •� sheet 3 of 9 DESIGN LOAD CAPACITY - PSP DENIGN LOAD CAPACITY -PSP DESIGN LOAD CAPACITY - PSP {� WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE M ft WIDTH(W)MULL SPA141 A2 I A4 A8 B2 11411 Bob WIDTH(W)MULL SPAN A2 A4 AS B2 114R Bob YAOTH(W)MULL SPAN A2 A4 AS 82 Boa Dob �Y a 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 120.0 120.0 120.0 101.4 120.0 120.0 19-1/8' 97.9 tzoo 7200 62.7 90.4 lzao Z g 26-1/2° 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2° 114.2 120.0 120.0 73.2 105.4 120.0 26-1/2" 70.0 120.0 12xO 452 652 906 a 30" 120.0 120.0 120.0 120.0 120.0 120.0 30" 100.8 120.0 120.0 84.8 93.1 120.0 30° 82.4 108.8 120.0 40.0 57.6 80A 1"' FpFpFp 3 37' 120.0 120.0 120.0 101.4 120.0 120.0 37" 81.8 120.0 120.0 62.4 76.6 104.8 37" 50.6 88.2 120.0 3_2.4 48.7 64.9 2 42" 120.0 120.0 120.0 89.3 120.0 120.0 42" 72.0 120.0 120.0 46.2 66.5 92.4 42° 44.6 77.7 116.6 28.6 41.1 67.1 48° 38-3/8' 120.0 120.0 120.0 78.2 112.6 120.0 48" 74-1/4' 63.0 109.9 120.0 40.4 58.2 SOLS 48° 126" 39.0 68.0 102.0 254 38.0 50.0 Li 54" 108.4 120.0 120.0 1 69.5 100.1 120.0 Be 564 97.7 120.0 35.9 1 51.7 71A Be 34.7 1 80.4 1 90.7 22.2 1 32.0 1 44.4 a 60' 97.5 120.0 120.0 62.5 90.1 120.0 80` 50.4 87.9 120.0 32.3 46.3 64.6 1' 31.2 54.4 81.6 20.0 289 40.0 66' 88.7 120.0 120.0 56.9 81.9 113.7 66" 459 79.9 119.9 29.4 42.3 58.8 88' 28.4 495 74.2 - 262 36.4 �yy 72• 81.3 120.0 120.0 52.1 75.0 104.2 72° 42.0 73.3 109.9 26.9 38.8 53,8 72" 28.0 45.3 68.0 - 24A 33.3 g Q 913-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 10-1/8" 120.0 120.0 120.0 89.6 120.0 120.0 19-i/8" 89.0 120.0 120.0_ 57.0 82.1 114.1 0 g0. ca 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2° 100.9 120.0 120.0 64.7 93.2 120.0 1 26-1/2° 64.2 . 112.0 120.0 412 59.3 82.3 •. 30' 120.0 170.0 120.0 114.3 120.0 120.0 30' 89.1 120.0 120.0 57.1 82.3 114.3 30" 56.7 98.9 120.0 35.4 52.4 72.7 IL g 37' 120.0 120.0 120.0 92.7 120.0 120.0 37' 72.3 12G.0 120.0 48.3 66.7 92.7 37' 48.0 80.2 120.0 295 425 59.0 42• 120.0 120.0 120.0 81.6 117.6 120.0 42° 63.7 111.0 120.0 40.8 58.8 81.6 42' 405 70.6 106.0 26.0 37.4 519 48' 42' 171.4 120.0 120.0 71.4 102.9 720.0 48' 84' 144J.G77.7 87.1 120.0 3S.% 57.4 71.4 48' 732° 35,5 619 92.7 22.7 32.7 45.5 O 54" 89.0 120.0 120.0 83.5 91.4 120.0 54' 6.3 120.0 31.7 45.7 63.5 54• 31.5 54.9 82.4 202 29.1 4a.4 SO, 89.1 120.0 120.0 57.1 82.3 114.3 60' 118.6 28.6 41.1 57.1 80' 28.4 495 74.2__ - 262 36.4 (nB6° 81.0 120.0 120.0 51.9 74.8 103.9 68" 0.6 106.0 28.0 37.4 81.9 86° 25.8 45.0 87.4 - 239 33.1 Z72" 74.3 120.3 120.0 47.6 68.6 05.2 72° 4.8 97.1 23.8 34.3 47.6 72" 23.6 412 619 - 21.8 30.3 v 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/11" 120.0 120.0 120.0 78.4 112.9 120.0 19-1/8• 81.6 120.0 120.0 52.3 75.3 104.6 1 i 28-1/2` 0 O 120.0 120.0 107.3 120.0 120.0 26-1/Y 88.3 120.0 120.0 58.6 815 113.2 28-1/2' 58.9 1028 120.0 37.7 64.3 76.5 g I • 30'• • 120.9 120.0 720.0 849 120.0 120.0 W. 78A 720.0 120.0 Sao 72,0 100.0 JO' 52.0 80.7 120.0 33.3 48.0 66.7 W w • •4 • 1 9 120 11#0 78.9 110.7 120.0 37° 63.2 110.3 120.0 40.5 58.4 81.1 37" 42.2 735 110.3 27.0 38.9 54.1 m F5 00 0 42"0 * 1051 12D.Q 120.E 67.7 87.5 120.0 42' 55.7 97.1 120.0 35.7 51.4 71.4 42° J7.1 849 87.1 239 34.3 47.6 F $ M w • ••411'• 30-5'B• 120 120.0 59.3 86.3 116.5 dB" 96' 48.8 85.0 120.0 31.3 45.0 825 48' 144" 32.5 58.7 85.0 _209 30.0 41.7 Q O M • 64" 82.2 f 20A •720. 52.7 75.9 105.3 54° 43.3 78.6 113.3 27.8 40.0 55.6 84° 28.9 80.4 75.6 - 26.7 37.0 7 Z^�] �^ BO° 74.0 720. •tel! 47.4 88.3 949 60° 39.0 88.0 102.0 25.0 36.0 60.0 60° 26.0 45.3 684 - 24.0 33.3 Z $ • •be'• • 67.0 1172••1 43.1 62.1 88.2 Be 35.5 619 92.7 227 32.7 465 Be 23.6 41.2 619 - 21.8 30.3 Z W de•7¢i�g • Q7 0.0 39.5 58.8 %8.0 72` 32.5 58 7 BS.O 20.8 30.0 d1.7 72" 21.7 J79 58.7 - 20.0 27.8 6 O • 1 �9' 120.0 120.0 120.0 118.5 120.0 120.0 19-1/6" 108.8 120.0 720.0 89.7 100.4 120.0 W�m 26-1 • 120 120 • �1i.0 86.3 120.0 120.0 28-1/2" 78.5 720.0 120.0 80.3 72.5 100.8 ARCHES TO BE INSCPoBEO fi •. ....$.. _ •• TYPICAL INSIDE REG"OULAR SHAPE O • •�G• • 1.819 120.0• 41 •0 76.2 109.7 120.0 30' -69.3 120.0 120.0 44.4 64.0 88.9 ANCHORS ANCHORS • 374 96.4 120 120.0 61.8 89.0 120.0 37" 56.2 98.0 120.0 38.0 51.0 72.1 mmZOM'%MULLION 0 •42; 84.9 17.0.0 120. 54.4 78.4 108.8 42' 49.5 88.3 120.0 31.7 45.7 63.6 48' 6»• 121I�• •I�� 47.6 68.6 95.2 48" 108' 43.3 75.8 113.3 27.8 40.0 63.8 YEHOCN. i 0117 54' • ••6.0 I1�1 •1 .0 42.3 61.0 84.7 54' 38.5 67.2 100.7 24.7 35.6 49.4 MULLION c •• a� 4 1 120. 38.1 54.9 76.2 80• 34.7 60.4 9047 22.2 32.0 44.4 g8' ••••164p 94.2 120.0 34.6 49.9 69.3 BB' 31.5 549 82.4 20.2 29.1 40.4 GLAZING GLAZING • ..___ _._..-_ _..-_- PRODUCT PRODUCT 72" 5 89.3 520.0 31.7 46.7 83.8 72° 1 1 28.9 1 50.4 73.6 - 26.7 37.0 ClAZ94G GLAZING TYPICAL PRODUCT ALL LOADS ARE EXT.(+)/nvr.(-). � PRODUCT ANCHORS ANCHORS -NOTED Wl W2 I",; MULt.ION ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER 21 LOCATIONS AT HEAD. SILL OR JAMB ENDS. TYPICAL MULLION ARRANGEMENTS a FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. En9n JAWO AWAD (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) WIDTH (W) - W7 +W2 FLA. k 706e2 A as u0.Ew". I*C CAN.S� y, $ DNerls Dtuldl 2 •,�' T7 MOAN_ ANCHORS MAY � s � 1 drowi4ng no. { �z L. sh6et 4 of g TYPICAL ANCHORS TYPICAL ANCHORS �I�M 2 PER CUP(1 ON EACH WING) 1 PER ANGLE y. 0 ' Is a i \ I I 1 \ I I N i e i i i h ---------a I I FLOATING CUP i I I I 1 SNUG FIT INSIDE MULL U 2 X 2 X 1 B" ALUM ANGLE Q X14 SMS 1 I #14 SMS 1 I 1-3/4"O.C.M1N. I I 1-3/4°O.C.MIN. I I 6! 4 PER CLIP _- 2 PER ANGLE 4 z � U o in Cn � m Z O_ f/1 ANCHORS TYPE 'A2' TYPICAL ANCHORS: W • .00. • ANCHOR TYPES SUBSTRATE MW.EMBED.MRN.EDGE DIST, q, • • 000 •• • •• 1/4°DM.ULTRACONS 6Y'FICO' CONCRETE 1-3/4" 2-1/2" - N~ • 0000 • • • (Fu-177 KSI, Fy=155 KSI) O o M • 000000 1/4'DIA.SELF DRILLING SCREWS METAL tje° 3/4° cl • •••• • • • • (�E 5�) Z Z • • • TYPICAL ANCHORS TYPICAL ANCHORS �Z CONCRETE=f'o=3000 PSI MIN. y� • • ••••••4 PER CUP(2 ON EACH YANG) 2 PER ANGLE }y?{ METAL= 1/8°MSN.THY,STEEL Fy=38 KSI M1N. -I � • •• \� •• • \ \� \1 \ \ \ 1/8"MIN.THK.ALUMINUM (6063-TS MIN.) a W W� •• •• \�'I OONCRE7E • • I i U i y I �� E ANCHORS MAY BE HEX OR FLAT HEAP. •• • • ••• • ••• INC- Enqr ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CIPS CR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR WATER-WHIT£METHACRYLATE LACQUER. FLOATING CLR' .2 X 2 SNUG FR INSIDE MULL ALUM ANGL • •••• • • • 11 14 I i1-3/4"O.C.� 1-3/4"O.C.MIN4 PER CUP 2 PER ANGLE hu AAD AHMAD ,L g CIVIL 3 Approved as a.wplyinguid,Ow FLA.PE70582 &Iin 3 FloridaldiOl;Ca elf CAtL. 38 Qa1e j P7 TYPICAL ANCHORS TYPE 'A4' M°'4N ,��— � q! . "ry my M14-01 sheet 5 of g 4,u 0 TYPICAL ANCHORS z g 8 PER CLIP(3 ON EACH WING) TYPICALPER ANGLE \ "R r k OONGRfT\\ R R N A U g I I M U e9111�pga1 P , -"-------"--------- FLOATING CUP ; {1 I I SNUG FTT INSIDE MULL U zx 1/8° NN ALUM ANGLE #14 SMS I I 0. SMS j ; V) 1-3/4°O.C.MIN. I 1 1-3/4'O.C.MIN. I I 6 PER CUP 3 PER ANGLE ED 0 U O_ 3 TYPICAL ANCHORS: m �J • •• ANCHOR TYPES SUBSTRATE MIN.EMBED.MN. MME DIST. m w u • • 1/4"DIA.ULTRACDNS BY'ELCO' CONCRETE 1-3/4' 2-1/2' ••• • •0 TrrICAL •.• 0 (FU-177 ANCHORS TYPE 'AKsl.Fy=165 KSI) LTM / a/4" Q M 1/4"DIA.SELF DRILLING SCREWS 1s• • •.•• • • • • (GRADE 5 CRS) Z Z • . • • • 000000 CONCRETE=Pc =3000 PSI MIN. • 0000 •• • •• •• METAL- 1/8"MIN.TIDO.STEEL Fy—38 KSI MIN. Q r p • • • 000000 • 1/8'MN.THK.ALUMINUM (5063—T5 MIN.) 0000 • •• •....• • • ANCHORS MAY BE HEX OR FIAT HEAD. c � 0000 •• • 0000 • • • 000000 • . • • •. ...• All CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. •a•••• CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED • • • 0••0 0• WITH ALVA U-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR • WATER-WHITE METHACRYLATE LACQUER. O 0 0000 • •• • 0 • V 04 0000 • • • •0000• C m O (A L C a Engn JAVAD ANMADCIVIL I g FLA.PEP 70592 1 33 40A11 -- I, CAN.3538m ___ MAA 2� 201 M14-01 sheet 6 of 9 TYPICAL ANCHORS TYPICAL ANCHORS 2 PER CLIP(1 ON EACH WING) 1 PER ANGLE. \ hh1.E0 BLOCK z �[ a FLOATING CUPi i l ALUXI M2ANGLESp p 6 6 I I i I SNUG FR INSIDE MULLI U 814 SMS i i 814 SMS co 1-3/4O.C.MIN. i { 1-3/4'O.C.MIN. 4 PER CUP 2 PER ANGLE —La 2 r U g M � � O � TYPICAL ANCHORS: ANCHORS TYPE `B2' ANCHOR TYPES SUBSTRATE MIN.EMBED.MIN.EDGE DIST. 0 •• 1/4'DIA ULTRACONS BY'ELCC' MASONRY 1-3/4• 2-1/2" • • • (Fu-177 KSI,FY=159 KSI) WOOD 1-1/2' 1' m � • 0000 • • • pM • •••••• WOOD = 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. =0.55 MIN. Z •- y,1 • ••0• • • • • MASONRY-C-90 HOLLOW/FILLED BLOCK I'm - 2000 PSI MIN. z TYP CAL z '- • 0 :0:.0:4 PER CLIP(2 ON EACH WING) X12 PER ANGLE Z)ANCHORS 3 a 18Y OR 2BY WOOD BUCKS NOT BY ECO WINDOW J 0 Z r- MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER Q C7 4 • •• • • • \� \F\O\` THEM TO BUILDING STRUCTURE. W •• • • • BS C OR BLOC ANCHORS MAY BE HEX OR FIAT HEAD. [ I • • o urt 1 0• • 0 • • • • r • ••* 0000 +0000- L ----0------i 0000•Lam------0------i I I • I 0000 • 0• 1 1 FLOATING CUP I I /2. X Val t I • • I I SNUG FR INSIDE MULL U ALUM ANGL a • 0000 • • 0 I I 1 I • •000• • • 814 SMS I 1 814 SMSI I 1-3/4°O.C.MIN. 1-J/4'O.C. MIN. )-4-L PER CUP 2 PER ANGLE o ® N C � a r1 Engr.JAYAD AHMAD i, •/ CML j Appmvtdma ply81gWWI*0 FLA PE 8592 M arida mm, Dole J/s•MIN. z 7/e• ANCHORS TYPE `B4�z' "Ont79� v %etTYPICAL ng no. L F�k1i,1 7 F.0 Y drawl -�—� M14-01 sheet 7 of 9 TYPICAL ANCHORS TYPICAL ANCHORS T` 4 PER CUP(2 ON EACH VANC) 2 PER ANGLE \ \\\ y eO k p �� F �36.0�1:4(\ \\ I F�LLE•9LUe\1 !.7'�j i fG 3 z I 1 D I I I W ST ® I 1 F g � t ----------------- 1. L__ __ I I FLOATING CUP I I I 2 X 2 X 1/8" W i 1 GLE to SNUG FIT INSIDE MULL LI AU.k1 AN #14 SMS I j #14 SL75 1 I a fig+ 1-3/4'O.C.MIN. I 1 1--3/4"O.C.MIN. 6 PER CLIP 3 PER ANGLE J � ji Z O a TYPICAL ANCHORS: j 1— ANCHOR TYPES I SUBSTRATE MIN,EMBED.MIN.EDGE DIST. al J • •• 1/4'DIA,ULTRACONS BY'ELCO' MASONRY 1-3/4' 2-1/2' W • • (FU-177 KS1,Fy=155 KSI) WOOD 1-1/2' 1. m m •••: • •frYPICAL ••• •0 ANCHORS TYPE 'B4b' 0 oM WOOD o 28Y WOOD BUCKS OR WOOD STRUCTURE S.G. -0.55 MIN. Z) Z • •••• • • • • MASONRY m C-90 HOLLOY//FILLED BLOCK F'm -2000 PSI MIN. Zai • • •••••• I8Y OR 213Y WOOD SUCKS NOT BY EGO WINDOW 7 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER -1 0 p • •••• •••• • •••••• THEM TO BUILDING STRUCTURE. Q W rn f •••• • •• •••••• • ,� ANCHORS MAY BE HEX OR FIAT HEAD. O • • • O C m O .q `O C a Engr:JAVAD AH o CIVIL . Approved w*=Aylq tft 4o Fu GE'i 7092 n 3 Il¢lida 1lidld g CAN.3638 NpAq q (0 - tvfi tC �: di 0. M14-01 et,eet s ar s 14 SMS Lm q�tj SEE CHART FOR QUANTITIES TUBE MULLION d o 0 _ F 3 ------- -- ANCHOR I No.of CHART SCREWS �t �14 2/SIDE FH SMS TYPE A6 2 LL 1/8"T ENG ALUM CHANNEL I p1 LENGTH TO FR SNUG Wr LW7 INTO MULLION TUBE MULLION Q 1 I 0o� TUBES MAY BE NOTCHED 1 AS SHOWN TO ALLOW INSTALLATIONa 0 OF CLIP ANGLE I L� ox CAULK JOINT AFTER ASSEMBLY $140.0.FH SMS 1-1 2' MIN. I I ACCESS HOLE FQR SEE CHART . UJ fY N I 0 � W f •6• • •••• ••0 • 4m CAN BE •••••• THIS SCREW W EITHER I B14 FH SMS I 1 I Q b 2 PER CLIP i f•s e • • • • • DIRECTION 1 I 1"O.C.MIN. I I I I Z Z 3 • • ••e•ee i I i I i I 7 �' z� pda . U w • e • a • W& •!•• • •• •••••• 1-3/4'X 2'X 1/8'(FOR 2BY TUBE • O 3/4'X 2'X 1/B"FOR(1BY TUB L •••t •• i 9999 ALUM ANG • • f • f CUT TO FIT SNUG INSIDE TUBE 00 • fee• • 9•• ANCHORS Q TAIL #1 • f66i •frGY 999 u • • METAL TO METAL CONNECHON 9606•• • • #14 SMB SUBSTRATE Ed. MIN.EDGE 01ST.MIN.CL TOCL SPACING m ALUMINUM 5/8' 1/2' o N C Y Engr.JAYAO AHMAD F CIVIL FIA.PEj 70582 pAPopJilduYld av eosydyAi�W�1 Y14 C.A.N.3338 p RN drawing no. � :U pit3Y k1'JQ44 M14-01 sheet S of 9 M IM I®ur4tE 714IAMI-RADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA www.minmidade.eov/eeonomv T.M.Windows,LLC. 1543 N.Powerline Road, Pompano Beach,FL 33069 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 PERA-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 perforin 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series-249 Aluminum Outswing Doors w/wo Sidelites-L.M.I. APPROVAL DOCUMENT: Drawing No.WII-03 Rev D,titled"Series-249 Alum Out-swing Door w/Sidelites (L.M.I.)",sheets l through 16 of 16,prepared by AL-Farooq Corporation,dated 02/10/11 and last revised on SEP 03,2015 signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large Missile Impact Resistant Limitation: 1. See sheet 4 for Single door w/SHW and sheet 5 for single or double Door Design Pressure(DP)rating Vs glass type and/or threshold types(Exterior(+)water limit) 2. See sheet 6 for Stationary unit or doors w/sidelite DP rating Vs glass type and/or threshold type.Lower DP rating of Doors or Sidelites shall control when combined together.Max total frame area of alternate unit shall not exceed 125.84 ft tested frame area. 3. See glazing options in sheet 7. Insulated laminated glazing Type Al and Bl are limited up to 30'above grade. 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 dis)laye*J Zn;&eittism* 1•ite><ature. If any portion of the NOA is displayed, then it shall ;&e0ism* be done in its entirety. * ••• • INSPECTION:A copy of th's enttre*IdA 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&renews NdW#MON.=and bong9ts of this page 1 and evidence pages E-1,as well as approval document mentio;e6 abever :0. •• • : : The submitted documentatibft:waS revieweby Ishaq�.CQnda,P.E. NOA No.15-0611.05 -- M ffffl OE COUNTY ... •••nqll Expiration Date: April 21,2021 kl(t ' • :0: Approval Date: October 08,2.015 ... :• '. 000 0% :' '. Page] T.M.Windows.LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under file listed below) 2. Drawing No.WII-03 Rev D,titled"Series-249 Alum Out-swing Door w/Sidelites (L.M.I.)",sheets 1 through 16 of 16,prepared by AL-Farooq Corporation,dated 02/10/11 and last revised on SEP 03,2015 signed and sealed by Javad Ahmad,P.E. B. TESTS(Submitted under files#12-0208.14/#11-0218.05) 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)Large Missile Impact Test per FBC,TAS-201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of aluminum outswing doors w/wo Sidelites (samples A-1 thru F-1),prepared by Fenestration Testing lab,Inc.,Test Report No. FTL-6168,dated 12/14/2010,witnessed by Jorge A.Causo,P.E. and signed and sealed by reviewing engineer Marlin D.Brinson,P.E. Note: This test report has an addendum letter dated March 28,2011,issued by Fenestration Testing lab,Inc.,signed and sealed by reviewing engineer Marlin D.Brinson,P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (511 Edition),prepared by Al Farooq Corporation,dated 06/01/15 and last revised on SEP 03, 2015,signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ASTMS-1300-02;04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. (Former E.I. DuPont DeNemours &Co.,Inc.for the"Sentry Glass® (Clear and White) Glass Interlayers",expiring on 07/04/18. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) (former Solutia,Inc.)for the"Saflex: Saflex Clear&Color glass interlayer",expiring on 05/21/16. F. STATEMENTS ) 1. Statement letter of conformance to FBC 2014(51"Edition)and letter of no financial interest,prepared by Al Farooq Corporation,dated 04/24/15,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 0 0 0 0• • • • • • •• 1. This NOTA rftgs Vz:r**,Vj NQA# 12-0208.14,expiring on April 21,2021. 2. Test proposal#161007,Wed 01/06/10 and e-mail test revision dated Oct 06,2010 approved by BCCO. 1ST •�� • .. • . .• . . . . • • • Ishaq I.Chnnda,P.E. . . 000 0• •• •. Product Control Examiner NOA No.15-0611.05 0:0 ••• Expiration Date: April 21,2021 ;•; ; Approval Date: October 08,2015 . . . . . • • .E-1 ... • . . ... . . HEAD/SILL ANCHORS 3: AT STILE ENDS a 41 7/8° (8)AT 3'O.C. so. (9 0 FRAME WIDTH FRAME WIDTH z O"MAX 15'MAX. SURFACE APPLIED IHFAD�L TVP. ts'MAX. HEAD/SILL A HEAD/StLL FALSE MUNTINS CORNERS HEADJSiLL CORNERS MAY BE USED a o � II 8 I. \\ ii HINGE OPTIONS I \ i . .-SEE SHEET 5 Q Q • •• ' °d{`p8C • 0000 • • • � it () // E i �'\ iQLz�'" • 0000 • • • • • • 0000•• i � - \ �'� / � I �, \ � 00 00 Z o sees •••• •• ••• 000.00 M O \, ----I'_�_:_ $�S� 3S „l \A j __ I;."___ • • I FFF l o o LOCH O"ON 2 I 0000 0000 i 0000•• $ g " i � � $ _ ' \ SEE SHEET 5 11 / 'gr is °, ^ • • • 0000•• n �.� 8 \ �� / � � � • 0000 0000•• ••i••• I ii// ° \ ii/ x :i LW • LOCK OPTIONS • • SEE SHEET s --- \ / y W • 0000 •••••� • • j / ii \ II Oomm • • j Ij ii B \ h i' $ z Q N q GLASS D.LO, DIMS. 4 A INACTIVE _ ACTIVE ___). ,J, dM• " D.L.O. HEIGHT (DOOR &SIDELITE) = FRAME HEIGHT - 14.875" D.L.O. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH - 11.875" �0 D.LO. MOTH (XX DOORS) = (FRAME WIDTH - 20")/2 �. •mGt 30" 29 7/8' DOOR LEAF WIDTH X DOORS O.L. OPG. D.L.OPG. ( ) a FRAME WIDTH - 3.250' D.L. oPa. � v DOOR LEAF WIDTH (XX DOORS) = (FRAME WIDTH - 2.7507/2 3a s/e' 38 5/8' LEAF WIDTH LEAF WIDTH 38 5/8" °a LEAF WIDTH �+ SERIES-249 ALUMINUM FRENCH DOOR W/ SIDELURS ° I? APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORSTYPICAL ELEVATION TYPICAL ELEVATION c WITH OR WITHOUT SIDELI ES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. ( X ) ( XX ) a P1114" 111"wilt Ro SFE SHEET 8 FOR DESIGN LOAD CAPACITIES. SINGLE LEAF DOOR DU L� 11114"Itscmv ;-" ,mplammI -p6fl.b THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE DOOR OPTIONS Xxpb%owImttA.AQ g v^m^y o REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 20Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. q ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.ANCHORS Eng.JAVAD AHWW EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DOORS/SIDELTTES ARE RATED FOR LARGE MISSILE IMPACT. 3 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE SHUTTERS ARE NOT REQUIRED. FLA. DZ g , NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, 0 ALL SHIMS TO BE HIGH IMPACT, LOAD BEARING AND NON-COMPRESSIBLE. SEP 3 Mdrawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT W11-03 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. sheet T of g ANCHORS AT MULLION U 3 HEAD/SILL ANCHORS AT 4". 7"& 10'FROM END OF AT STU ENDS FRAME AT DOOR AND SIDELITES ro� 166 1/4"MAX. (0)AT 3°O.C. TYP.AT HEAD/SILL I 1 1/4'MAX TESTED FRAME WIDTH 1 1/4'MAX k p�g¢0 41 7/8" 80"MAX. 4 7/8" f`r f±1 31 7d SIDELITE FRAME WIDTH )OC DOOR FRAME WI D H SID FRAME WIDTH ^� 6"MAX. 3" 15"MAX. a SURFACE APPLIED CORNHEAD/ERS SILLTYP FALSE MUNTINS MAY BE USED O u I SQn< • •••• ••!•° W • .•••a•c •• ••••••3•0••��••j/\/ SB E\E S/HEEY\\5 HINGE OPTIONS\/(/ hIiII1IIII1j iI!IsiInIIT I . •. llI1III1in1II1II1iI 1=_______ �a � }�RyIIyD,lrIbC.1'�wl • / °g0Qz •!• • • E Z I'$ lm 0 000 seer RsUOCW4$�I0 E�P • •• • ..• •• OCK OPTION 2 o�a1i7 g6iM 05 W 0:09*0 SEE SHEET 5 w • •seeess tLOLLVO 0 It 00m it I1 a�4i4s6G '. l I h0 INACTNE ACTIVE r 30' 29 7/8' OPCD.L.OPG. 30" D.L.OPG. D.L.OPG. c 385/8' 38 1/8" 38 5/8' 38 1/8' LEAF WIDTH LEAF WIDTH LEAF MOTH No 081.1PICAL ELEVATON OXXO WITH PANEL SIDEUTES••• . S>4 O SIDELITE OPTION SMITH DOOR I Erpr: KVAO AHMAO CML n v MAX. FRAME AREA NOT TO EXCEED 125.84 SO. FT. PER FBC 2014 FCA 70992 c 3 2015 drawing W 1 1 03 sheet 2 of t 8 HEAD Slll ANCHORS ANCHORS AT MULLION / AT 4°. 7"& 10°FROM END OF AT STILE ENDS FRAME AT DOOR AND MDELITES 188 1/4° MAX. (6)AT 3°O.C. TYP.AT HEAD/SILL $ x FRAME WIDTH 0 46 5/18" BD" MAX 8"MAX. 3" XX DOOR FRAME VA HEAD/SILL TYP. 15" MAX SURFACE APPLIED Q v CORNERS HEAD/SILL FALSE MUNTINS 6 MAY BE USED I • • • / i \ �� • • ••• • •• HINGE OPT106S •••: • ••• : SEE SHEEYS • •••• • • • • N / E • W ,• •••• I II tl ••••• d LOCK OPTION 2 I I'l 11 on vN • Fr • •••••• \SEE SHEET 5 1 ' Ix I / •••••• ^ ••• ••t••• \ j --LI----f ---li--- ot^ 91 t2 • \ I ---II--/- ---11'11'--- ^d � • •• • \ II f II , .,If 2 •f•••• •••••. NWV • \ 1 =- tt--- --µ-- 0 \ I f It II N ZQ. w INACTIVE ACTNE — 41 5/8" 30° D.l.OPG. D.L. OPG. D.L. OPG. o c$ g 48 3/8" 38 5/8" S15EDW WIDTH LEAF WIDTH 38 5/8" PRl1DUCPIAEVIS¢D O g LEAF WIDTH tittoh{112hgwltYlheRtoAd� � 3 wee No TYPICAL ELEVATION Sim ( OXXO ) Dwsr rdlM o WITH DIRECT SET SI MMES amu c 0 SIDELITE OPTION WITH DOOR E Y ngr.JAVAD AFLIIAD b Y CIAL FLA PE 70592 0 MAX. FRAME AREA NOT TO EXCEED 125.84 SQ. FT. PER FOC 2014 4CA8 } 0 2015 drawing no. W1 1-03 sheat 3 of 16 41 7/8' 31' Z j FRAME WIDTH WINDOW WIDTH O 28' 1" I V MAX. 15'MAX. D.L. OPG. (FD") g HEAD/SILL HEAD/SILL qqq CORNERS t4 10 1/2' AX ]:L MAX 5`M . HEAD HEAD/SILL �•FFF�... °' CORNERS F1 00 E1 :c.I LOCK OPTIONS1 OR /- \ 8 • � SEE SHEET 5 \� § Q m F4 ' _ • •• 14 • ••� ® 20 7/8" gQ O 7 r} ••••• O / SILL 8 g CUa_7 �i • o• ••••�•// U5 it 266DPG.(VENT) D.L. /8` liii Y • •••• � t�• • ••`�!/�/• � 2 O •••• m t • i•••'�• B 7/8" om a • • g V-5V VENT WIDTH C O •••• •• • •••• v C Z • • •/ •O1 w SMa � �.CTWE • •••• • • • �� ' � NOTE: •••••• D.L. 0 G. T.M. SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. A • • 38 5/8` " Dp +65 * . & LEAF WIDTH -80 PSF 01 * EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD C�j TYPICAL ELEVATION yifODUCPREViBEU rtdt VG21101$ I� Nib the Iryo ( x ) btt•CS FOR DESIGN LOAD CAPACITY SEE SHEET 5 Aecepbo¢e No SINGLE LEAF DOOR WITH SINGLE HUNG WDW INctrum �SS>S S.H. WINDOW INSERT OPTION Y Engr.JAVAD AHMADCPAL b AC.A. 70592 o C 38drawing n3 2015 W1 1-03 (sheet 4 at I6 FRAMf WfltTti FRAME WIDTH FRAME WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) \ / \ AND FLORIDA BUILDING COMMISSION Z 3 DECLARATORY STATEMENT OCA05-DEC-219 0El �+ s P'. ACTNE INACTNE /ACTIVE ACTIVE vQ dl O (X) ( ) L SINGLE LEAF(X)DOORS WITHOUT 81DRLITES DOUBLE LEAF(XX)DOORS WITHOUT SIDELITES9DV (� RS W S.H. IN IL DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY - PSF III RGN Jb - P aii g LOCKS#1 &#2 LOCK OPTION 91 LOCK OPTION e2 0 S 1 & O GLASS TYPES GLASS TYPES GLASS TYPES =BV FRAME WIDTH FRAME HEIGHT A'OR'A1' B'OR BI' FRAME YBDTM FRAME 'A', Al','8'OR 'Bl' F E IDTH FRA E H GHT 'A',INCHES INCHES EXT.(+) INT.(-) EXT.(+) PIT.(-) INCHES INCHES IXL(+) INT(-) INC ESNCN flR 42 0 100• 80.0 1 60.0 100.0 1141.0 80 109 80.0 1 80.0 121 65. SDI n • FM.(•) LOADS i!•TFJ Atr ARE WTUI KG01NRESSOLD EXT.(+)LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD GLASS E' O 3.H, ` op to• • =411=THRESHOLD LIMIT EXT.(+)Lt1AOS•TO SM PSF FOR STD.THRESHOLD LIMB EXT.(+) LOADS TO 58.0 PSF Q r7 • • • • • .(+) LOADS SHOWN ARE WITH HIGH THRESH •••••• FOR STD.THRESHOLD LIMB EXT.(+)LOADS TO 58.0 PSF • 0000 • • • • () QCT • • • ` �z z • 0000 •• _ so 0 00 00 • A1ION 41 OST SEEII THROW DOLT LOCM KEY•OPERATED ON p33 PLK 5r.m !7OWWR AND THRMB 7NIIN ON INWA01140 9ICDVE AT 40-1/2"FROM BOTTOM OF ACTIVE LEAF LOCK STILE 'fl • l.kHANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS F LOCK STILE, 48" FROM BOTTOM OPTIQN1 C 0,� w i a 4A5TE10ED WITH•(Z)•1 j4-•:8 X 2-11'�"•A1�• ENGAGING AT HEAD AND SILL 7-5/8" LONG ALUM BUFF HINGES, AT 12' FROM lF • CONVLRdTKINAL LORKSET•NITH KNOB, "-bPERATED ON FASTENED WITH (2) #12-28 X 2-1/4" OH MS EACH END AND ONE AT MIDSPAN OF LEAF. • EXFeRIOR AND THINS TURN ON INT OR A7 eCTVE LEAF • LOCK' ILE, 39-119" FROM 007TO �o f METALLIC STRIKE PLATE AT 40'FROM BOTTOM OPTION A2 F ED WITH (J� �t 5/8" PH 44 OF INACTIVE LEAF LOCK STILE FASTENED WITH 3-1/4" LONG ALUM PIVOT HINGES,AT 12" FROM EACH FND 0 ,� (3) #10 X 1/2" FH SMS AND ONE AT MIDSPAN OF LEAF. -32 X 1•• 2 OIbMS FASTENED TO FRAME WITH t ((2 1/4-20 X 1-1/2" MS • • • ••t CONCEALED FLUSH BOLTS AT TOP& BOTTOM OF FASTENED TO PANEL WITH (2�5/15-18 X 1-1/2" MS CONCEALED FLUSFT 1%AT TOP �BW% QF LOCK INACTIVE LEAF LOCK STILE, MANUALLY OPERATED • "Itj,•MANUALLY OPERATW LEVERS MOUNTEWN STILE LEVERS MOUNTED AT INSIDE FACE OF LEAF STILE - FACE LOCATED 6441 AND 89-1/2'FROM BOTTOM LOCATED AT 10-1/2" & 76-1/2" FROM BOTTOM 3 S FASTENED WITH (t #8-3! X 1/2' FH MS FASTENED WITH (2) 08-32 X 1/2" FH MS SEALANTS: & FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED MODUCFREVISED a pR ggqa? I I WITH WHITE COLORED SEALANT. l*awpIfi%%ile&#FTmdd� u SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. *mI CCad# AiOdirsim Dot p d� q as�e I y 4 1 I ® j E",:JAVAD AHMAD b •u o CIVIL HC.A 35372 / I I W1 drawing no. INACTIVE ACTNE SEP 3 2015 1-03 sheet g of STATIONART PANEL(0) OR DOORS MO SITIMMS SIDS DOOR DOOR V 3 DESIGN LOAD CAPACITY - PSF WIDTH FRAME W. SIDELTE W. SIDEUTE W. FRAME W. SDELRE W. PANEL/DIRECT SET GLASS TYPES F C f G F C A F G FRAME HEIGHT DOOR WIDTH SIDEUTE WIDTH 'A', 'Al', 'B'OR 'RI' INCHES INCHES INCHES ExT. (+) INT. 61 417(88 (x) 48 80XX) .0 69,7 H / 41 7/8(x) M D / O M J Mi 6tg 85 48 80.0 69.7 C Do(=) LL 41 7/6(x) M 91 48 60.0 89.7 \ \ 97 41 ) 80(XX) 42 80.0 79.8 K L L�\d K L K L B \ K L Q D qT 103 417/8'%) 42 80.0 79.6 LL3 0 I�OVERALL FRAM ^E WIDTH _I i_ OVERALL FRAME WIDTH I 1 , a1 7/B(x) STATIONARY(D) .�, z,_SS 109 80(XX) 41 7/8 60.0 90.0 (X0Oxo(0X0) Q t� EDT.(+)LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD ( )) (� FOR SID.THRESHOLD LIMIT EXT.(+)LOADS TO 58.0 PSF SIDEUTE W DOOR FRAME WIDTH SIDEUTE W. DOOR FRAME WIDTH SIDEUTE W. D r F � NOTE-- FOR OTEFOR DOORS:CADACITIES SEE SHEET 5. / \ / \ ` • FOA SIDELITf GWACITIES SEE•CHARD ABOVE. So� Owl •t R VALUES FRO DOOR dg SIDET FE CHART a \\ p J �\ WIL APPLY•T4p,l IlE SYSTEW. ca • ••1• • • • • p i N '"Vi. .i N� E • • ••ecce a " N M •e•• • K L \B\ / / r �oi e •DrAGhT SET SID&W W13WH - PANBLOSIDGLOPE MOTH SIDEUTE FRAME WIDTH ¢ e • • mp0•• ••e••e Op n • • • a �z� a^ • ••• • • • e• I OVERALL FRAME WIDTH OVERALL FRAME WIDTH �h a • • (OxX) (0)0(0) • • e g (XXD) o • ••e• , ,�� Fanuc r R6VISEn ! 01000 DIRECT SET SIC1 LITE WIDTH •_ DOOR FRAME WIDTH w • • (X)OR(XX) b"ftCkb IbFiarW SWUM"oitt-VJ2JJ2&A% WIDTH ACTIVE NOTE: GLASS CAPACITIES ON THIS SHEET ARE PANEL SIDEBASED ON ASTM E1300-09 (3 SEC. GUSTS) a m c UTE WIDTH DOOR FRAME WITH AND FLORIDA BUILDING COMMISSION (X) DECLARATORY STATEMENT OCA05—DEC-219 Engr.JAW AHMAD LEAF ROTH �PC 57072 1_1/4• INACTIVE ACTIVE dro9finq n0. PANEL SIOEL(TE WIDTH DDDR FRAME WIDTH SE 9 2015 W11-03 (XX) sheet 6 of i 6 3/18" 3/18°HEAT STREN'D GLASS HEAT STREN'0 GLASS 1/4"ABR SPACE Y q 3/16°HEAT STREN'D GLASS 1/4'AIR SPACE 3/16'HEAT STREN'D GLASS 090°Interlayer 3/18"HEAT SIREN-0 GLASS 3/16"HEAT STREN'D GLASS .DW Interloyer a 3 Sonex Clear And Color Gloss Q By'Eastman Chemical Co.' 090"Interlayer 080'Interlayer SentryGloe SoRex Clear And Color Gloss Seniry0las Ely'Kuroray Americo,Inc.' 1/8"HEAT STREN'D GLASS �. 3/18°HEAT STREN'D GLASS Dy'Sostman Chemical Co.' By'Kuraray America, Inc.' 080'Interla er 3/18°HEAT STREWD GLASS Y SILICONE 3/18'HEAT STREN'D GLASS 3 18°HEAT STREN'b GLASS SILICONE SentryGlae GE RGS7701 / By'Kuraroy America, Inc.' GE 1200 GE ROE SILICONE GE 12G5�7701 GE RGS7701 7/8'HEAT STRI74'D GLASS GE 1200 �L GE RG57701 F M' GE 1200 M SILICONE h jm t+ 2 i 1a ? m GE RGS7701 Q` 2!m 11 It 3 ut GE 1200 ¢¢ vy1 a d � y i III n� 37if dt ro �1 pppo I 1 1 i SPACER M Ix N I SPCERALUMINUM GG7 SPACER #8 SMS 88 SMS AT 4-1/2"FROM ENDS Al 4-1/2'FROM ENDS AND 10-1/2°O.C. AND 10-1/2'O.C. at !••• 39 AT 1/4 POINTS ALL SIZES3g AT 1/4 POINTS ALL SIZES • ••• • •• •• \ rp UI o ! S TYPE 'A' • ° L; S TYPE 'Al' GLASS TYPE 'D' GLASS TYPE 'Bl' GLASS TYPE 'F' a o M •••••t (S.H.WINDOW WITH SINGLE DOOR APPLICATION ONLY) V IX Wz • • •!•••• GLAZING OPTIONS 71 LEx v • • a • • •••• • •• ••••!• nom • • 13o a • • w a a • • w TYPES ••!• GLASS TYPES • ••w• 'A '8' (AWIE) *AV )BtIx"••• E OE RGS77017701 GEj1200•• 0 PmmucirREVISEDeaeaagJ owubilteNo 1SUo3s WIDER 4TWWPOINTS SON LITES9 AT 1/4 POINTS ALL SIZES AT GLAZING DETAILS AT SMELITE Engn JAVAO AHMADCML FLA PE#70992 CAN.3938 jj drawing no. 4 3 2015 W 11-03 sheet 7 of 1 8 TYPICAL ANCHORS EDGE DIST. SEE ELEVATIONS 10Y WOOD BUCK \ / FOR SPACING EDGE DIST. (SEE NOTE SHEET 1) BY D BUCK ALTERNATE °•' n;m�; ANCHOR•LOCATION ° EDGE OO CTURE DIST. (SEE N i) Z Oaa 68 8 6Y' 7 1 n WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS TYPICAL ANCHORS TYPICAL ANCHORS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Is SEE ELEVATIONS SEE ELEVATIONS AND TRANSFER THEM TO THE BUILDING STRUCTURE. a o g ' FOR SPACING FOR SPACING C cab METAL �+ 1/2'AIN plWE STRUCTURE TYPICAL ANCHORS: SEE ELEV.FOR SPACING Z FLUS BOLT OR 11A' DIA. ULTRACON BY 'ELCO' Fum177 KSI, Fya155 KSI) P SHOT BOLT / PE noN INTO 2BY WOOD SUCKS OR WOOD STRUCTURES �11 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) o ••• h a THRU 1 BY BUCKS INTO CONIC. OR MASONRY m • • ••• • • 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) n •• • • 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) m 11 • • ••••• y DIRECTLY INTO CONC. OR MASONRY " • •• • • y y • • • SEE EIEVATIO SRS 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) $ w • IF • FOR SPACING 0 1-1/4' MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) !� x W • J 1 • • 1/4' DIA. TEKS OR SELF DRILLING SCREWS (MADE 5 CRS) " �z till • • • 14Wr• •••••• �=g • � �! II INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") 1 y W U 7¢ • • i?i5••• tI 11 ••••• INTO METAL STRUCTURES 0�p m a m i •• i • • 0000 STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) = O • ••• n ALUMINUM : 1/8' THK. MIN. (6083-T5 MIN.) a rS'z • • e (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) `" Sm • TYPIC EDA DGE DISTANCE a is • • INTO CONCRETE AND MASONRY = 2-1/2" MIN. • •• • • • INTO WOOD STRUCTURE = 1" MIN. *00003 INTO METAL STRUCTURE = 3/4' MIN. • WOOD AT HEAD OR JAMBS SO= 0.55 MIN. e CONCRETE AT HEAD, SILL OR JAMBS f'o - 3000 PSI MIN. // C-80 HOLLOW/FILLED BLOCK AT JAMBfin S 2000 PSI MIN. F SH1bOLT�OR 9 DR PWDUCf REVISED SHOOT BOLT t9 '� ti�PbNe8wirdlitePkrl& a PENETRATION �f 6�Idlet Cala 18 16 28 2 Aaaeynnaa Ne ) b 7 g�I1F°w+Mla I I O 1 1 8 1 ALTERNATE a rn I I '°"a1 •g O S S f8 ALTERNATE I I a m u a OPERATING UNITS 17 WEEPS �YFO' °. , VEngr.JAYAD AHMAD7/2`FROM a.. .. d0 o :.;..$ILLENDS c TYPICAL ANCH�S ° ° ° TYPICAL ANCHORS v'•• I TYPICAL ANCHORS FIA PE�B 70682SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONSCAN. 3R SPACING EDGE DISE. FOR SPACING EDGE DIST. FOR SPACING HIGH THRESHOLD STANDARD THRESHOLD LOW THRESHOLD APPR'D FOR WATER RESISTANCE APPR'D FOR WATER RESISTANCE NOT APPR'D FOR WATER RESISTANCE drawing no. LIMIT MAX. EXT(+) LOADS TO 100.0 PSF (SINGLE DOOR) LIMIT MAX. EXT(+) LOADS TO 58.0,PSF LIMIT MAX. EXT(+) LOADS TO 80.0 PSF(DOUBLE DDDR) 2(ji5 W1 1-03 OPERATING RXIMTS sheet 8 ofl_6_ SHIM ALTERNATE 3/8"MAX. ALTERNATE A14" SHIM ANCHOR LOCATION METAL 3 3 .W000 BUCK "d $ STRUCTURE ACTIVE LEAF I TYPICAL ANCHORS 16 c B d SEE ELEb. 16 FOR SPACING Q� 21 TYcy PICAL ANCHORS S of 8 o SEE ELEV. e 18 EXTERIOR >• FOR SPACING 47 D.L.OPO. 5 ALT, FRAME JAMB _ 38-5/8"MAX. LEAF WIDTH • • _ 41-7/e"MAIL =L • • • DOOR FRAME WIDTH • • ••• • LOC OPTIONS 1 OR 2 • •••• AL NOg�Z�DOORS I • • • N SHOWN •••••• FOR DESCRIPTION 8/8,MAX w.-, • •••• • • • • SHIM ID 4M 27 • •••• 3/B" .♦ •••••• FLUSH BOLTS AT DOUBLE OCORS J Z c� LL •••• SHIM .. _ �� ••• O LOCK OPTION 2 3 28Y WOOD UCK •J.Z 2 • • • AT TOP&BOTTOM SHEET 5 FOR DESCRIPTION 0)LU • TYPICAL aNCHDRS�•* : ••••I —ACTIVE LEAF OR UCTURE 3��i LtV ACTIVE LEAF poo m • •SEE E • -0- 00 i0R SPACING • ••18 O • • i'. • •• 4 16 v N M� • • -- _ 0000 , o i•• .• gg .a 21 21 21 d� 5 16 LEAF WIDTH EXTERIOR 5 SETYPICAL ANCHORS o`_ g LEAF WIDTH d FOR SPA BUTT HINGES FOR SPACING - 2 2 PHOT HINGES (SEE HINGE OPTION SH 5) _ 80"MAX. >h ^ DOOR FRAME WIDTH � 3o8S OPERATING rauplwftbfbG UNIT =oD�ri o d tl•{rp#IheFbvfY Ear:JAbAO AHMAD e q A N► FLA PEML 70592 n 53j X*ftdm Duk Z f CA.N 3R o 3 2010 kol0 drawing no. W11-03 sheet 9 of 16 TYPICAL ANCHORS SEE ELEVATIONS ALTERNATE �� EOGE DIST. FOR SPACING ANCHOR LOCATION PANEL SIDELITE INSTALLATION DETAILS ALTERNATE �I •. ' e I I ANCHOR •LOCATION • e 9W1 O16, 28 #10 X 3/4' PH SMS a U Y AT 6'FROM ENDS Oi y 7 1 AND 24'O.C. MAX. is QV O 6 16 ALT, FRAME JAMB Q a #10 X 1'PH SMS 3/8'MAX,•. AT 4'FROM ENDS z SHIM, , O ¢10 X 3/4'PH SMS AND 16'O.C.MAX. O 1g 41 I AT 6'FROM ENDS I 3 AND 24'O.C. MAX. 3 • 000 • • •• TYPICAL ANCHORS I • ••• III • • SEE ELEV. ' • • I I FOR SPACING •••••• I • • _ r =_ --_ 25 M • •• •• • • •• '• - - - Z •• • •• III • •• ,j � a • •t•. �• • iIlose, 2g 16 21 21 ;3a • • ••• I I • ••• g EXTERIOR 6 a O n • ••• i. SI LEAF WIDTH LEAF WIDTH �' Z I i • SILICONE • ••• ••• ••• BUTT HINGES hOa • •••••• •• PANEL SIDELITE WIDTH 1 1/4' DOOR FRAME WIDTH o • • • 0004 • • • t DOOR LEAF WIDTH SIDELITE FRAME WIDTH - 3.250', © PMODUCTREVI9EU c 6 6 Y•Idleg C°giwllb IM Ploryb o l OR OR AeNo DL f Ure gS 1B 19 Rll�f;rir Wh-�2, e 2 2 S ig �m_ryry« fAm$'o$8 © 16 2 © 16 -s m u o 7 7 PANEL SIDELITE UNITS 2 ALTERNATE 2 - Y N O � Engr.JAYAD AHMA9 o I ' 6 SCA y.3518592 o n :.. ...a..a ... 3/g.XWEEPS ..' ,:_.ester 1SI2"FROM LL ENDS I -° °• TYPICAL ANCHORS �•°•'•EDGE DIST. TYPICAL ANCHORS Browing no. EDGE DIST SEE ELEVATIONS SEE ELEVATIONS W11-03 FOR SPACING FOR SPACING PANEL SIDEUTE WE (STD. THRESHOLD) PANEL SIDELITE UNIT (HIGH THRESHOLD) sheet 10 of 18 rvPfLAL ANaloas AIRECT SET SIDELITE INSTALLATION DETAILS EDGE DIST. SEE ELEVATIONS I FOR SPACING O m g 3 s � i 3/8"MAX.•. 1L Yl_ y SHIM . ® O 15 11$$8 I II TYPICAL.ANCHORS _ 3 _ SEE ELEV. • • I FOR SPACING m 000 • • • 4 g • ••• • Ili • •• 18 � ••• •• \ m q • ••• • • - -_-__ '- -- - - • • • I- 00 . V J 4 Sc • I • • • •r o21• ••••••••• c ••••s• •••• IhUFIIIIiiI tlry'II,Ii •z•••• • 3 EXTERIOR 5 ABNAUiK+p•ekpd't•in�a - 1 a '0 0n O••••k• D.L.OPG. LEF YATH Cz • •• • SILICONE PNOT HINGES a0 •• • DIRECT SET SIDELITE WIDTH DOOR FRAME WDTH • ••• #10 X I-PH SMS AT 4'FROM ENDS AND 16'O.C. MA% 0 PRODUCFREVIED m cmpb*whb Oe FleAk. No b ode DNV fOMM—D � 'a n OL � g<m�o zs DIRECT SET SIDELUE UNITS _ Engr:3AVAD AHMAD b ., _.. A CIVIL I ,• ...e ___:. .a 4 FLA.11 70S9S o n <.. n. + .. cAN. 3B 77SEE TYPICAL.ANCHORS DGE.DISI. ELEVATIONS FOR SPACING drawing no. W1 1-03 DIRECT SET SIDELITE UNITS sheat 1 of 112 -1.750- 4 �� -,112 .080 .093 r.062 I 0 .062 .625 1.750 2375 500- 1.750 Q L 2.375 I �I k-.332 1.843 fff U .090 1.843 ,145 FRAME HEAD O 7 PANEL GLAZING BEAD 3.485 QAR' u TM-099 3TM-155A O SIOELITEILI V r OW-307890769 GGGG7iTi p--2 375 8.250 2.125 .850 .713 $' Q .062 .125 9.310 ,755 O GW 37888 0.572 4.000 99G CENTER HE ® 1.799 ills 2.126 SIDEUTE GLAZING BEAD (INSUL. LAM, GLASS) O PIVOT HINGE25 L + =11 O • I • I •• • •• 0.248 1.500 4.000 • •••• {.-..1.750--�I • • • +s•572 GW 37889-A '2� 2062 .125 ` -� • ® • • •O •DOOR BOTTOM RAIL ® OUTER HNGE b75 Of •••••• 19 TM-29236 v-{ .125 • •IMOP JAMB499 RE FRAME i • • IONGE PIN .062 1.000 1.376 Q M 00000 .625 O STD. SILL ADAPTER .500 gg •062 28 .188 MID RAIL CORNER CHANNEL g U w ii • •••• '� • • • OA5798 - Z ••• '093 • • • •• 3681 ,858 LOW THRESHOLD 1.658- 24 .859 ' pj��1 U • • 1.750 897DKB 0 $ I ••• • ••823 •• Oom • .082 1.030 (L • • • 3.875 .835 1.275 C ZOZ r • ••• .062 I!�-,. N M Q • 4.000 • • :••• 4,090 093 HINGE CAP •� 1.829 • 004 •• ••• • •••• 1.66$ • • t0 X S HIGH SILL ADAPTER • ••• • • DOOR HINGE STILE H•sM5 29 TM-193 Q O • • TM-32995 128 INSUL. GLASS PANEL ADAPTER • ••• •,062 0 2157 TM-194 •••• � I I 2.000 4.530 • • 4.859 .C93 19 0 . 1 930 ©DOOR TOP/BOTTOM RAIL �8yy o II m 1.595 cl I R 9 TM-32994 L+ 3.500 o II 7.689 .625 .187 SSL_ a no c II 1.750 2.� O o �� .082 .080 1.574 $ I I 40 20 4.000® $ $ o FRAME SILL (STD.) H' mu 121A SILL COVER I4U.'�`IJI .075 ,820 I O BA5797 1$ TM-121A 30 TM-180 .375 4.000 2126 14�- 2.525- ACTIVE .825 ACTIVE LEAF LOCK STILE 1JItODUCfggysEp O TM-172 Q BUTT HINGE reorpcm with 0. a m m o WEATHER-STRIP ADAPTER .082 rrxnacal. GW-31826 - 4.859 1 .093 Asftpw eNo -4611.0 II Ey k�etes ale 3.790 .999 4,000 titer.JACIA A4MAD e t.287 .3ao .� L FLA.PE��92 .7J�114' 050 2.040 1.750 .300 .125 ... 1.908 .185 062 1- 1�II I 38 35 L-4. .825 I�2.011--^i .779 1.760 3B SE r drawing n0. k-4.000 0 ZO1J W11-03 SIDEUTE GLAZING BEAD (LAM. GLASS INACTIVE LEAF LOCK STILE REINFORCING BAR ALT. DOOR JAMB/SIDEUTE FRAME ALT, FRAME COVER TM-157 4A TM-38098 31 TM-182 BA BA sheet�'1 of�8 ITFdd PARI' QUANTITY DXSCRIPTION MATERIAL MAN£./BUPPLIBR/REItARiCB �� 1 TM-099 1 PRIME HEAD 6063-TB PER TM SPECIFICATIONS 2 8A5797 1 FRAME SILL (STD.) — 6083-T8 PER TM SPECIFICATIONS �p 26 2A 897OKS 1 LOW THRESHOLD 6063-T8 PER TM SPECIFICATIONS 3 SM499 2 FRAME JAMB 6063-T6 PER TM SPECIFICATIONS a J 3A BA AS READ. ALT.DOOR JAMB/90ELITE FRAME 6083-1`8 PER 7M SPECIFiCATK7N5 3B SA AS READ. ALT,FRAME COYER 6083-TB PER TM SPECIFICAnDNS LL g " 4 TM-172 1 ACTIVE LEAF LOCK STILE 6063-46 PER TM SPECIFICATIONS g / 4A TM-36048 1 INACTIVE LEAF LOCK STILE 6083-TB PER TM SPECIFICATIONS G�iI / 5 TM-32898 1 PANEL HINGE STILE 8083-T6 PER TM SPECIFICATIONS 6 TM-32994 1 PANEL TOP/60TTOM RAIL 8083-T6 PER TM SPECIFICATIONS }T r / 1t 7 GW 31828 4 WEATHERSTRIP ADAPTER 6053-T6 END OF DOOR STILES(TOP/BOTTOM) V 8 FD 107 3/LEAF BUTT HINGE 8063-T6 SULLIVAN&ASSOC. a BA - 3/LEW PNOF"GE 6083-16 LOIR% �q+j A a 9 OW30709 AS READ. SIDELRE HEAD/SILL 6063-T6 10 OW 32222 2 DOOR LOCK INSERT 6083-176 LOOK STILE Z 21 11 CW-34808 2/LEAF t PRESSURE PLATE-TIE ROD ALUMINUM 4°LONG I 12 F9 1202 2/LEAF FLUSH BOLT ASSEMBLY ALUMINUM SULLNAN&ASSOC. _, 15 TM-121A AS MOM 'H'MULLION 6063-TB - 0 16 32001 AS REDID. FOAM FILLED BULB W'STRIPPING - .187 X.250 T-SLOT -59 FRAC �e 18A 32084 AS REQ'D. MULTI FLAP FOAM FILLED BULB W'STRBPPINC - m E aU CORNER 188 32011 AS REQ'D. FOAM FILLED BULB W'9TROPPW9 - .187 X.350 T-SLOT v • • SI(!INE CORNER • •• 17 FBCF 2/LEAF FLUSHBOLT GUIDE,LOCK STILE ENDS(TOP/BOTTOM) 8063-TS M&M PLASTICS • • •••••t • • 19 TM-29236 1 PANEL BOTTOM RAO_ 6063-TB - .+ • •••• • e • 20 - AS REDD. #1C x 1/2"F.H.UNDERCUT SMS. STEEL. AT FLUSH BOLTS ¢ ' • • e••••e 21 - 2/LEAF 1/2`9 THREADED ROD,WASHER&NUT STEEL TOP/BOTTOM ENO ROILS � 22 - - DEAD SCILT LOCKING HANDLE - KWIK-SET Z idi • •••• •e•• e e••••• 23 - 1 MULTI POINT LOCK - ACTIVE LEAF,41"FROM BOTTOM z e e e e • e e •e e•e e 25 - 38 DUST PLUG(OPTIONAL) PLASTIC DOOR JAMB WALL.SCREW HOLES t • • 28 - AS REQD. g10 x 1'P.H.SMS.(ASSY.SCREW) STEEL ooOR FRAME I,IEM6ERS/MULL CUPS ecce •• • eee• p0`m • • • • o28 BA5798 AS READ. STM.SOL ADAPTER SC63-45 PER TM SPECIFICATIONS .�0. Rs • • • •• •••e 29 8A AS READ. HIGH SILL ADAPTER(USED WITH STD.SILL) 8063-TS PER TM SPECIFICATIONS • •••• 30 TM-180 1 SILL COYER 8063-T6 PER TM SPECIFICATIONS N 6 • • • ••ecce I • 37 1M7-182 - LACK STILE REINFORCEMENT 8063-T6 PER TM SPECIFICAlION3 'E�-+3 a 0 • •••e e••• •••••e 35 _ TM-IS7 4 SIDELITE GLAZING BEAD(LAM.GLASS) 6063-TB SIDE LITE GLAZING PERIMETER tl1 • e • 0000 e e e 35A - 4 SIDEUIE GLAZING BFAD(INSUL.LAM.CLASS) 8053-TS SIDE LITE GLAZING PERIMETER 0 • • • 37 TM-155A OPTIONAL PANEL GLAZING BEAD 6083-T8 PER TM SPECIFICATIONS • •••• • • • DOOR LEAF CORNEF3 e••••• 38 7M-194 - INSUL.GLASS PANEL ADAPTER BOBS-75 PER TM SPECIFICATIONS ttg; e • 39 AS READ. SETTING BLOCKS(1/8'X 3/4'%4'LONG) EPDM DUROMETER BOt6 SHORE A 0 DOOR COMPONENTS Q rmauc r REVISED meeepllbl8*fib the Red" bm%kgC N m $ U�le SH== am h o e' R Engr:JAYAD AHMAD o •I o CIVIL FLA'CA.NIf 70592 s drawing no. FRAME BOTTOM C_C_RNER MID RAIL CORNER SE �nl, W11-03 SINGLE DOOR W/S.H.ADW. Sheet 1 3 Of 16:)l TYPICAL ANCHORS MOE DIST. SEE ELEVATIONS y FOR SPACING * n I I ALTERNATE iANg10R LOCATION .. A1.;18� zs•: � � �� r-, � 0 a ti I I 16 8 ' ' #10 X 1-1/2"FH SMS SEE ELEVATIONS GG FOR SPACING x AAA �$a It V. Z 0 � N • • • csJ • •••• Q yyN • f• f • • Q v • ODM WZ oo 00 • • • 7= 0o 3 lilil I • • T• • x•:• 4. -Ic CaDO 0 n • • 43 I $ • o ao x I �3i1 •• S Z G. I • _ • •• • • l• PRooucrxEviaso I gjYjerNC ft".A&raN21 1 a e AMPOWIN 15--0 • 'fL t aa 6>aYr4�Iah Z1 �, s al $ fD ` 4 Vag � = arla, C1 s e• ,9 f0% 1 SINGLE (X) OPERATING UNITS W/ SA WDW \ SE-12" FH SMS ELEVATIONS ([]11 i i 2 3 F,gr JAVAD AHMAD b e o FOR SPACING JJ g3 FLA.PEML 70984 3 I.I CAN, ag' g^ drawio ". .c. •. TYPICAL ANCHORS 6sL fOGE DIST. ,� SEE W i l-03 SPACING HI—THRESHOLD OPTION O2015 sheet 14 of 18 IM �-`� SHIM ro 010 X 1-1/2•FH SMS .•3/S"MAX. ! SEE ELEVATIONS / E FOR SPACING f FJ . SHIN 8 3 VENT WIDTH \ •• .J 28Y BUCK 3 gg OR - 6 Yt00D D.L PG. TYPICAL ANCHORS u 18 0 2• SEE ELEV. Fu 1 1- 7'1 4 18 FOR SPACING Qi N• - --- 8 it 8 1�. ca L g —c LLz � 2i 2 g 18 EXTERIOR 5 a p 8 TYPICAL ANCHORS SEE ELEV. D.L.OPG. (FIXED) O FOR SPACING • •• S.H.WINDOW WR)TFI • • • HINGE OPTIONS 1 • •••• ••• • •• 38-5/8'MAX. SHEEF 5 • • • • • LEAF WIDTH • 0000 0:000: 41-7/8'MAX. • • • LOCK OPTIONS 1 OR 2 FRAME WIDTH a0 M • • •••••• AT SINGLE DOORS J W OPTION 2 SHOWN J 7 • •••• •••• •••••• SHEET 5 FOR DESCRIPTION = •••• • •• ••0000 1 NV • • 31W MAX. 3/8'MAX. p m •••• •• M •0• C1 C O • r D 1 SHIM 4' i •0•: STRUCMETAL TURE •••• 3 3 ,lay BUCK N 'a M a • • •••• •••'•�-•ro- ••••• ACTIVE LEAF 00 • TYPI�Ay0. •• 18 O FOR SPACI • • 16 ` i • 0000 � • • z1 "•' > r►g�o .ev �CHOR5 SEE EIEVn $ thet+Im1Q1 S 18 EXTERIOR �% FOR SPACING �COKe Ago o $$ D.L.OPG. 1hle 38-5/8'MAX. D/ OOY V LEAF WIDTH + a m u o 41-7/8'MAC. FRAME WIDTH _ Engr.JAVAD AHMAOCNId •o 0 FIA PE L 7=-1 SINGLE (X) OPERATING UNITS W/ S.H. WDW CAN. drowio W1 1-03 4201b1 3 sheet 15 of 16 7.937TTSM III PART g EEQD. DESCRIPTION MATERIAL MANP./SUPPLIER/REMAAES 1.1 CW-31798 1 FRAME HEAD 6D83-T6 PER TM SPECIFICATIONS 748 I 1- 062 2.1 TM-117 2 FRAME JAMB 6083-70 PER TIA SPECIFiCAT10NS - - .88T7 -� .ice i�n5 .082 3.1 - 1 FRAME SILL 6063-78 PER TM SPECIFICATIONS Z .(-- .625 - 4.1 GW-38123 1 FIXED MTC.NAIL 8083-T8 PER TM SPECIFICATIONS y7,• .250 �„ 5.1 TM-113 1 STD.VENT TOP RAR. 6083-TB PER TM SPECIFICATIONS 1.875 6.1 TM-112 1 VENT BOTTOM RAIL 6063-TB I PER TM SPECIFICATIONS 7.1 GW-31802 2 VENT JAMS 6063-T8 PER TM SPECIFICATIONS 1.1 FRAME HEAD 17.1 FIXED RAIL REINF. 9.1 GLASS STOP ANGLE 8.1 TM-1 15 2/VENT SPRING LOADED EGRESS LOCK•6'FROM ENDS 6063-Te PER TM SPECIFICATIONS O^�. 9 841 - 2/VENT LATCH LACK®8'FROM ENDS CAST PER TM SPECIFICATIONS S h 750 9.1 - AS REOD. GLAZING STOP ANGLE ALUMINUM PER TM SPECIFICATIONS ' 10.1 - 2 VENT STOP(5-1/4'LONG) MASTIC PER TM SPECIFICATIONS Q o 11.1 - 2 SPIRAL 9AIANCE - CALDWELL �`& 050 I .095 12.1 4 VENT GUIDE PLASTIC PER TM SPECIFICATIONS . 1.000 1.749 2.541 73.1 WY-3045 AS REOD. BULB WEATNERSiTtP VINYL PER TM SPECIFICATIONS 14.1 W43201 AS READ. FIN SEAL WEATIffRSTRW WOOL PER TM SPECIFICATIONS g p .937 I'--�•1� 15.1 OL W43371 AS READ. FIN SEAL WEATHERSTRIP WOPER TM SPECIFICATIONS GGII cell 1.563 76.1 - 1 FRAME/VENi ASSEMBLY SCREWS CRS #10 x 1'P.N.SMS 17.1 - - FIXED RAIL REINFORCING ALUMINUM PER TM SPECIFICATIONS 4.7 FUED.MEW&l 18.1 DOOR STILE REINF. 18.1 - - DOOR STILE REINFORCING ALUMINUM PER TM SPECIFICATIONS •••� • •••-------- S.H. WINDOW COMPONENTS m • •see Sao • • • Loll �^ • • • 82ZFir[, •••• • .0__- I q /' .Jn¢ • •i• 1.562*see • 1.045 I� `� ' �3 X.W Domes •••• • 41 N►• � Sao � • • z0 • •••i •• ••• 7.1 SASH SIDE RAIL • • • ••.1► ,J, N • 0"s STD. YE+�MTi�g RAIL 00:9 • IL I { • 969o VENT TOP CORNER • •••• • • I .877 • �•w ` • 1Fjj FRAME TOP CORNER.s43 .88a .062 ,874 055J PRODUC r REVISED } 1.469 oa�PlJta/with lb,FTemwiftcsft rld� t .617 16. AugM"m No L $$ �a�rNy.Oda 2t FRAME JANE qq 6.7 SASH LATCH I1draJ RAH 4 'm S 1.362 2.828 /' Eng,JAAD .082AHMAD d g 080 3J 2.F: 2150 2.72s ( F%A� 78 92 S .9� '114 -M.75o1� .662 4 1.937-•I I I 6.t Growing no. frill VENT BOTTOM CORNER $L 3 Z��r W11-03 e.t VENT BOTTOM RAIL 3.t FRAME SILL FRAME BOTTOM CORNER she6t g of 8 Florida Building Code Online Page 1 of 2 — — rgecz.. Honda Departmentd BCIS Home I Log In ! user Registration Hot Topics Submit Surcharge i Stats&Facts Publications FBC Staff BC[S Site Map Unlm j,Search Businesj - Professif lGll Product Approval -- USER:Public Use Regulation Product Approval Menu>Product or Application Search>Application us t>Application Detail FL# FL15920-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived El Product Manufacturer T M Windows LLC Address/Phone/Email 1543 North Poweriine Rd Pompano Beach,FL 33021 (305)888-0077 joe--sixto@usalum.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer 9 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank Bennardo the Evaluation Report Florida Ucense PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Keith E.Lorinos,PE W, Validation Checklist-Hardcopy Received Certificate of Independence FL15920 R1 COI Indep.pdf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 •• ••• • • • • • •• • • • • • • • • • TAS 202 1994 • • •• • • • • • TAS 203 1994 • •• • • • • ••• • •• ••• •• • • • •• Equivalence of Product Standards Certified By • ••• ••• ••• • ••• Sectiorw frorr:the Co(• •• • i : i • •• • • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsDdFYerPIw... 10/18/2015 Florida Building Code Online Page 2 of 2 r r Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 15920.1 Series°300°Aluminum Fixed Series"300"Aluminum Fixed window-LMI/SMI 74"x 122" Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15920 R1 II Dwa.Ddf Approved for use outside HVHZ:Yes Verified By: Frank Bennardo P.E.46549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +70/-70 Evaluation Reports Other: FL15920 R1 AE Eval.odf Created by Independent Third Party:Yes Sack Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:$50-487-1824 The State of Florida is an AA/EEO employer.Caavriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: rit'�f FTnlCY •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• • ••• • • • • • • • •• • • • • • • • • • •• • • • • • • •• ••• • • • • OV • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • http://www.floridabuilding.org/pr/pr app_dtl.aspx?paratn=wGEVXQwtDgsDdFYerPIw... 10/18/2015 1 , W/ PoEoRmTs ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT ENGINEERING EXPRESS® EXPERT PRODUCT EVALUATION REPORT 4/27/2015 Application Number: FL#15920.1-R1 EX Project Number: 15-2370 Product Manufacturer: TM Windows, LLC Manufacturer Address: 601 N.W. 12th Ave. Pompano Beach, Florida 33069 Product Name& Description: Series 300 Aluminum Fixed Window Large&Small Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 611320- 3.005, F.A.C.,for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition (2014)and is,for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EX drawing#15-2370 titled"Series 300 Aluminum Fixed Window", sheets 1-8, prepared by Engineering Express, signed &sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report(s)#0611.01-12 by American Test Lab of South Florida(ATL). Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201,202&203 test standards per test report(s)#0611.01-12 by American Test Lab of South Florida (ATL). • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational RaisedE kVZ I Valid for analysis to qualify theAbilpiWng design cgtelia:.• PagekA •. 2 1. An&or SpdciM@: . �,�•� 2. Maxlh um'4ll&1vAb*SizOMresture Combinalfohs 3. Architectural Shape Options = �� 4. Gless.Gspacii b• ••. •.• °L. B a 5. Anc�hor:CapaciV ' �4 T .0 C.A.# 85 •• • . . . . . . . w - . .. . . . . . . .. L ENG��`�s�,,�`�� j•'60iSW''lili XNjE i' 06 DEERFIELD BEACH, FL 33 WUnSE: 154:-336t4660 FAX: 954-354-0443 "' 0 0 0 "' 0WW!ENGEXP.00M ENGINEERING IV= EXPRESS` 4/27/2015 TM Window,LLC.—Series 300 Aluminum Fixed Window(LMD Page 2 of 2 No 33%increase in allowable stress has been used in the design of each product. The following are approved for use in the HVHZ as specified in their corresponding NOAs: • DuPont SG Interlayer(NOA#11-0624.02) • DuPont PVB Interlayer(NOA#13-0129.27) Impact Resistance; Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. Wind Load Resistance Each product has been designed to resist wind loads as indicated in the design schedule(s)on its respective Product Evaluation Document(i.e. engineering drawing). Installation Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document(i.e. engineering drawing),along with all components noted therein. Each product component shall be of the material specified in that product's respective Product Evaluation Document(i.e.engineering drawing). Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respective Product Evaluation Document(i.e. engineering drawing)as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in each product's respective anchor schedule. Host structure conditions which are not accounted for in each product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination,and other such damage at all times. Each product has been designed for use within the High Velocity Hurricane Zone(HVHZ). .. ... . . . . . .. %: .. ... .. . . . .. . ... ••• ••• . ••• .. . . . . . . . . . .. . . . . . . .. •�60•SW•1�T" AVENUE #106 DEERFIELD BEACH, FL 33442 HO;EH•454-A44660 FAX: 954-354-0443 • • • • • • i WWw•ENGEXP.COM • •• •• • • • •• •• ••• • • • ••• • • TM WINDOW & DOOR FaN7KL aENWPW.P.E. 13 SERIES 300 ALUMINUM FIXED WINDOW T LARGE AND SMALL MISSILE IMPACT RESISTANT s, •••••• • • • mg W� g, • • • • • A$Qi a 6 •••••• • ••• • yuj ••••`• GENERAL NOTES wog • • 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA ••'�•• •• •• BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,PER TAS 201/202/203 • • • &ASTM E1300-04 STANDARDS. •••• • • 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND G • • •••••• LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN, 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE •••••• 0 4• 00:0•• DETERMINED BY OTHERS ON A JOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.SITE SPECIFIC SQA • • LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA "' • • • • BUILDING SEPARATE ENGINEERING CERTIFICATION E LESS LOONSVE • • NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANYASSEMBLY WITHIN THE LIMA O •••••• • • STATED HEREIN. Q • • FOR SITE COND 4. THE TION DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,LICENSED ENGINEER OR M DETAILED HEREIN IS GERIC AND DOES NOT PROVIDE INFORMATION FOR A C ,iwF Z.3G REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS z F m•+ C7 DOCUMENT. <" r+ a� 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND z SUPERIMPOSED LOADS. WOOD BUCKS(BY OTHERS)SHAD.BE ANCHORED PROPERLY TO TRANSFER LOADS TO THEa U a EXISTING STRUCTURE. 8 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER C) in SEPARATE CERTIFICATION. D d 7. ALL EXTRUSIONS 5HALL BE 6063-T5 ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. 8. EXTERIOR SEAM OF FRAME CORNERS,INSTALLATION SCREWS,AND GLAZING BEAD ENDS SHALL BE SEALED 8 WITH SILICONE. 9. ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL,OR STAINLESS STEEL WITH A F MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. G 10. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE. 11. GLAZING DETAILS ILLUSTRATED HEREIN UTILIZE E.I.DUPONT DE NEMOURS&CO.,INC.-BUTACITE PVB INTERLAYER N.C.A.*13-012927 AND E.I.DUPONT DE NEMOURS&CO.,INC.-SENTRYGLAS INTERLAYER N.O.A.# 11-0624.02 .b F 12. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY p $ RESTRICIONS. a ' 8 13,WINDOW TO SUBSTRATE WATER PROOFING IS NOT INCLUDED IN THIS DOCUMENT AND MUST BE 0 ADDRESSED ON A SITE SPECIFIC BASIS.NOT BY TM WINDOW&DOOR LLC. Tq 1 14. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY.USE OF THIS SPECIFICATION BY CONTRACTOR,at.al.INDEMNIFIES&SAVES HARMLESS THIS E ENGINEER FOR ALL COST&DAMAGES INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,SYSTEM ERECTION,&CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE,&FEDERAL.CODES&FROM DEVIATIONS OF THIS PLAN. 15. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 16, ALTERATIONS,ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND �d INVALIDATE THIS CERTIFICATION, 4tQEI•¢iaPRla 15-2370 SCAM of Pmw pascnxmom COVER%EET FL #15920.1 12"MAX.FOR ANCHORS `p A •'•, NO O SHAPE ryp POSSIBLE ARCHITECTURAL SHAPES. SR&C 2„ 3'MAX ROM JOINT WELD 6°MAX.FOR ANCHORS ANY JOINT OR 4 '� POINTS TYP. TYPE a, CORNER y (MAY VARY) AR/F Of OF �. SURFACE APPLIED 1.1590�, Of FALSEOPTIONAL �---- ---' i • I I ,a • 0000 ••• • • � __.. ..,_-__ i—_— � 7USE�'j.6 • • — � !I � Q S�Y5 UE SIDED ••0•tIyANGLE Z • &DID • • • •HALF^CIRCLE EYEBROW ARCH GOTHIC J` 6,, LU W ,N] W • •••••• ---�l----J ----• g e • - mow00 0 .. • • • •• • •• ••6.00 ____��uir JL____ • • • • ,I• 6 • • IL00 -- • 0 HALF ELLlFW"l•• yp d •••6V "i EYEBROW 6•• ••o 0•• TRAPEZOID =-_; ----i ••• •••••• •• EXTENDED L — • i --,,r O ELLIPSE —J L____•••••• • • PENTAGON ___��___ 0•600• O� �Q 2' �--- Z� 00, (}----D.L.O. -i I ��..-----FRAME WRYRi � I-t QUARTER SEGMENT QUARTER CIRCLE FULL CIRCLE TYPICAL ELEVATION 0 OCTAGON F" HALF ARCH OVAL D.L.o.WIDTH-WINDOW WIDTH-4• DZO.LENGTH a WINDOW LENGTH-4" D f ELIPTTCAL FL #15920.1 HALF FAN G EQUAL LEG 77��N RIIANGLE HEXAGON X FAN DPXv p� �� 15-2370 Julscum. Nm J§� ALLOWABLE SIZES&LOADS MAY BE DETERMINED BY INSCRIBING ARCHITECTURAL SHAPES IN SQUARES OR RECTANGLES THAT DO NOT EXCEED SIZES ON PAGES 4/8&5/8. covaetn+EEr HOTDOG NOTE:t— Y } X --} w WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED �1 ARCHITECTURAL SHAPES ARE LIMITED TO f 70 Psf.MAX. HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. EXISTING HOST EDGE DIST STRUCTURE METAL STRUCTURES(STEEL OR ` ALUM.1/8"MIN.THICK) STEEL:Fy-36 KSI MIN. ANCHORS PER ANCHOR 2BY WOOD BUCK ALUMINUM:6063-TS MIN. SCHEDULE.SEE TYPICAL SEE MULLION APPROVALS FOR EDGE Dm ELEVATION FOR SPACING MULLION TYPE AND SIZE, 3 V Y EE DIST EDGE DIST S Ix OR 2x WOOD BUCK(OPTIONAL), ��''. NOT BY T.M. 1 1 i 1 14 1/4'MAX SLUM 1 14 1/4-MAX SHIM 14 1/4'MAX SHIM 14 1/4'MAX SHIM ANCHORS PER ANCHOR SCHEDULE. ,a $ a SEE TYPICAL ANCHORS PER g, 4 ELEVATION ON 4 4 ANCHR PERSCHEDULE. 4 ANCHOR SCHEDULE. W pq$ g SHEET 2/B FOR SEE TYPICAL Ml 3 53SPACING ETTYPONRELEVATION O SHEET 2/8 FOR7SHEET 2/8 FOR SPACING ') SPACING Lu OPTIONAL '�O SURFACE < APPLIED MUNTINS u .+ J � d i •• J �� ,• •� ••1 ' •"• TYPICAL ANCHORS: CHAELEV.ORs ACING&QUANNTITY 0 > • • • WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. O ••••• MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND ••• •• • O • • : TRANSFER THEM TO THE BUILDING STRUCTURE. 0� • W cz ti • C; •ya ••••• xxr • J TYPE'A'-1/4'DLL ULTRACON BY'ELCO'(FU=177 KSI. Z:7 m ••• •• p •• • •• •• :7 p.° ' • � • • Fy=155 KSI) •• •• • •• •••••• gg � • THRU iBY INTO CONCRETE(2846 PSI MIN)OR GROUT •• •• •• • 0000 FILLED BLOCK(ASTM C90) 09 g" • • • 1-3/4'MIN.EMBED INTO CONCRETE OR GROUT FILLED • • • •• 69040 BLOCK. I d ••• •• Z • • • ••••••• TYPE'B'-1/4"DIA.ULTRACON BY'ELCO'(Fu=177 KSI, Iti }H 8 j F ••• •• •••• •••••• FY=155 KSI) •• ••• •' • •• INTO 2BY WOOD BUCKS OR WOOD STRUCTURES • • • • (SYP&2 G=0.55 MIN) ••• •• • BCD OF •ANCHORS PER ANCHOR 1-1/2'MIN.PENETRATION INTO WOOD •• •• SEALANT SCHEDULE SEE TYPICAL 7$� • 6 • ELEVATION ON SHEET 2/8 TYPE'C-1/4-20 DIA.SHEET METAL SCREW(GRADE 5 C S 2 4 FOR SPACING MIN)(FU-120 KSI,P/=90 KSI) $ E 11 INTO METAL STRUCTURES(5 PINCHES PASS THE Rai THREAD PLANE MIN.)STEEL:)'e THK.MIN. 14 i/4°MAX SHIM (FY-36 KSI MM 1 ALUMINUM:1/8'THK.MIN.(6063-TS MIN) lx OR 2x WOOD BUCK (OPTIONAL).NOT BY T.M. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 4 TYPICAL EDGE D19TANCE gga m INTO CONCRETE/GROUT FILLED BLOCK-2-1/2'PIN. 8 INTO STRUCTURE=1"MIN. . ` E INTO ME ADL STRUCTURE-3/4'MIN. lijill I EVHIEtiH6Nie7P EXISTING HOST) 15-2370 STRUCTURE P=01 PAGE PINGR PIION[ COVER SHM i TYPICAL SECTION FL #15920.1 3 6'=V-0' VERT SECT "'�1 FAAN___IC j a&4RDO,P.E METAL STRUCTURES(STEEL OR ALUM.1/8'MIN.THICK) STEEL:Fy-36 KSI MIN. M 1X OR 2x WOOD *VA.Uyl ALUMINUM:6063-T5 MIN. 1BY OR 26Y 1/4'MAX SHIM 1/4'MAX SHIWOOD BUCK INTERIOR BUCK(OPTIONAL) 1/4'MAXSHIM I— 8 4 4 8 11 hoy BED BED OF BED OF 8 4 SEALANT SEALANT Z S— ANCHORS PER iii ANCHOR SCHEDULE. I 14 .._...... 14 ANCHORS PER ANCHOR �/y SEE TYPICAL SCHEDULE.SEE TYPICAL ,yt ' 14 ELEVATION ON SHEE7 SPACING ' LE STIOINONSHEET2/8 n ANCHORS PER ANCHOR rr1nt Q 0 SCHEDULE.SEE TYPICAL 5 I7 U t to Z ELEVATION ON SHEET 2/8 3 2 L 7 6 ® Z N I},F4 w FOR SPACING L D.L.O. HOST W g EXTERIOR g STRUCTURE O Bial�i, g FRAME WIDTH . . - �G 1 a FRAME WIDTH V .+ 2 TYPICAL SECTION •••• 4 6'=1'-0' HORIZ SECT • ••• O �••••: .00. SCHEDULE "A" FOR sauAREORREaANGLEOPTIONS-OTHERBHAPEBAREummmTo—Pd(SEEPAGE 2) 0 •••••• DESIGN LOAD CAPACITY (ASD METHOD) ❑ "I 0� •••••• • • • • 5 • • • • FRAME FRAME [GLASS TYPE 611 GLASS TYPE 6ffi GLASS TYPE 613 GLASS TYPE 614 GIA89 TYPE 679 TYPE rda GLASS TYPE Xi1 TYPE Rig Q • • •••••• DIMENSION(X) INION(Y)• -IF."�) a . .t . P.S.F.(+ . ,t .. (•P F y .EF- . .+P.. . ❑ {{{yyy G • 28112' 70 70 70 70 80 80 80 •Bo B° 80 +80 130 70 70 80 80 • 3r 70 70 70 V) 80 80 8D _so 6o 80 80 130 70 70 80 8D oa • • • • 63 iff 70 7070 70 B4 80 80 80 80 80 8o 180 70 70 80 80Or • •• •• •••••• 74° 70 70 70 70 80 80 8o 80 W 80 8o 130 70 70 80 8o O°+ • 1m 114" - _ 80 80 80 80 80 130 • •• r• • •••••• 111114° - 80 80 80 W 80 130 - - $ in • 28 W 70 70 70 70 80 80 80 80 Bo 80 80 130 70 70 80 8° ❑ ••)• •• 3r 70 70 70 70 80 80 80 10 1 70 70 _80 80 z 4 . . ' ..••e• 38%V I.IV 7D 70 80 Ito 80 80 60 eo_ 80 130 so e0 0-4 • 74° 70 TO BD BD 8o 80 80 80 60 130 - 80 8o �0 •• •• ••e> ••••e• 998 Lk• _ 30 80 80 6° 60 130 - - • 111114° _ - _ 80 80 so 80 80 130 - - ••• • •• 261r° 7o 70 70 70 80 80 60 80 8o 80 80 18D 70 70 30 so - • ST 70 70 70 7D 80 BO 80 80 80 80 80 130 70 70 80 80 • •• OTE: Y •, } --� x+ve eo 6D so 60 NOTE: �{••••• X 6°6'8° 74• _ 60 BO 60 60 WIDTH AND LENGTH UIMENAONS CAN BE ORIENTED 108114° 60 8D 80 im HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. 111114' 80 80 80 BD pqq 2811? 70 70 70 70 Be 80 80 89 80 80 80 130 70 70 80 80 3r 70 70 70 70 80 60 80 60 o0 8o 13D 70 70 80 80 O O g 8� 63 IW 80 60 80 60 - yq• _ 70 70 70 70 _ - - EXAMPLE: 108 U4" 70 70 70 70 A WINDOW WITH A FRAME HEIGHT OF 63"AND FRAME WIDTH 1111+° >0 7D 7D 70 OF 533/6°HAS AN ALLOWABLE PRESSURE OF+-80 PSF FOR 2612 70 79 7a 70 80 8o Be ry eD so 130 70 7D so 60 / St 70 70 70 70 eD 80 80 00 8o 80 130 70 7° By 60 - GLASS TYPE M4.THESE DIMENSIONS MAY BE REVERSED FOR AN 68118 80 so eo ALLOWABLE FRAME HEIGHT OF 533/8°AND AN ALLOWABLE FRAME 74 v4 74• 70 70 io WIDTH OF 63"FOR THE SAME GLASS TYPE AND ALLOWABLE DESIGN PRESSURE.SEE FOR EXAMPLE VALUE IN 141174 SCHEDULE"A." 28112" 70 70 70 70 eo so w BD 80 so 130 703r70 70 70 70 80 80 so so so 8o 180 70 70 80 80 15-2370 77114• 631A7° - so w 80 ecuin 74" 70 70 70 p ppyj•ry� 1001/4° COVER SHEET FL #15920.1 A P.E. FOR SQUARE OR RECTANGLE OP7ION8.OTHER SHAPES ARE LIMTfED TO s 70 P-1(SEE PAGE 2) DEEM LOAD CAPACITY (ASDUFTHOO) '- ,�/y�w•, SCHEDULE DBt1 FOR SQUARE OR RECTANGLE OPTIONS•OTHER SHAPES ARE iDArrED TO 70 P4f(SEE PAGE Z) FRAME FRAAAE GLAss TYPEut ,cuT%M2 GLABSTYPE M3 G)ABSTYPEM4 GLASSTYPEMO GIA98TYPEM6 GLASSTYPELO TYPELG2 DIM 00 DBA M P I•)P F.a -)P. (•P. .+ .B -)P ♦P t ( .+) .(-) t PS (-) jT�j'IG f DESIGN LOAD CAPACRY (ASD METHOD) 24• 70 70 70 70 +80 1 w 60 w w w w 190 ro 70 w w FRAME FRA#m GLASS TYPE MI GLASS TYPES TYPE M9 GLASS TYPE M4 GLASS TYPE MB TYPE US TYPE Kit GLASS TYPE 142 90" - 70 70 70 70 w Bo w w w w w t30 ro 70 w "eo •y DSA M DS4(Y) + .6 -) +)P .t) .) .+ .+) .F(• .S..+) - ...+ .F+ 30• 70 70 70 ro w_ fl0 w 60 w w w IN 70 70 w 00 y Ar 24• 70 70 70 70 w w w w w w w tw 70 70 w w 4r TO ro w w So w w w e0 IN w w X f11 w• 70 70 70 70 w w w w w w w 190 70 70 w _60 �• Or' 70 ro' w w w- w- w w_ 61 190 w w ••lJ c 38• 70 70 70 70 w w w w w w w 190 70 70 w w 86' _ w w _ w 80 - .�L •• 1 4T 70 70 70 70 w w w_ w w BO w 190 70 70 w w w w w w 36 4B• 70 70 70 7D w w w w w w 00 190 70 70 w Bo or 70 70 70 ro 64• 70 70 70 70 w _ w w 80 w w w 190 70 70 Be w 7r _ _ 70 70 70 70 - - - w• 70 70 70 70 w w BD w w w w iw ro 70 w w - 44' - - 70 ro ro ro or 70 70 70 70 w w w w _ so w w 190 70 70 w 80 u• 70 70 w w S0 w w w w 190 - - w w 7T 70 70 70 70 w w w ic w w w w 1w 70 70 80 w W 70 70 w w. _.w w w w 130 w w 74• 70 70 70 70 w w w w w w w 130 7C 70 w w - 70 ro Be w w w w w w 1w - _ w w Q Y 24° 70 70 7 70 w 80 w w Bo w w 1w 70 70 w ED 4r 70 70 w w w w w w w 130 BO ea ray W ae 70 ro w w w w w w w 1w w w Z ro 90"- 70 ro 70 ro w w Bo w 80 w w 1w TO 70 w w W w w w w ~ w° 70 70 70 70 w w w 80 80 w w 190 70 70 w w w w w w $ 4r - 70 ro w w w w w w w 730 w w 0g• _ -ro _ 70 _ 70 70 _ _ N Ell 'ppp�§§§ 40• - 70 70 w w w w w w w 190 - w w 7r_ 70 70 70 70 - O . 4B° 84° ro _ 70 w w w w w w w 130 w w 74• 70 70 70 70 H 67 ro 70 w w w w w w w 190 w w 24• w w w B0 w 130 - 6r 70 70 w w w w w w w 190 w w 30' w w w w 130 77 - 70 70 w w w w w w w 190 w w w• w w w w w 130 74• 70 70 w w w w w w w 130 - w w 4- w w w BD so tw - .r fr ro 70 70 70 w w w 90 w w w 1w 70 70 w w 46° - w w w w w 130 70 70 70 ro w eo w w w w w 10 ro 70 w 80 • 8M1• w w70 70 ••70 ro w w W w w 60 w 1w 70 70 w 80 w w w w w70 w w ww w w w 1w w wor 70 70 70•• •ro 70 ro w••w w w w w w iw w w 7v - _ 70 70 70 70 - - O •61••81P 'a • w w w w �. w w w w w ,w O W re u •' •_ ♦ w w w w or w•so so w w w w w iw Q W` 80 el) 130 4so ED 80 4r so so 24* 70 70 70 70 w w www 1w ro 70 w w 120' - w w w80 80 so ED 42' ED ED w Iso 90 ED w 190 70 w w w w w 9w ro ro w w w, ED w w wr0 70 ro w w w w w w w 1w TO 70 w w 0®. 70 70• •7D 70 w w w w w 1w w w _ 70 ro 70 ro70 70 w w w w w w w 1w w w 7+ 3170 ro 70 70 •• •1 •. - w w w w y1. ro 70 70 ro -w w w w - 30• Q70 70 70 ro• ro 70 70 70 - _ w• ro ro 70 ro ro70 70 70 - - - _ 4r 7D 70 70 7070 70 70 4 70 70 w w w w w 130 70 70 w w 12r BA• - ro 70 70 70 70 70 ro w w w w w w w iw 70 70 w 80 eM _ 70 ro 70 ro • 96• 70 70 70 w Gen w 80 w w w iw 70 70 BO w W ro 70 70 ro • 4r - ro 70 B• a* w w w w w 130 - w w 73• ro ro ro 70 �l••G•' - a 70 �0 6S w w w w w tw - w w 7r 70 70 70 70 T� k•�1;4 •• • w w w w 90• 70 70 70 70 p w w w w ro 0 70 ro70 70 70 70ar77o ro 70- - 70 70 ro TO _ 12W 70 ro 10 70 ro 70 70 70 70 7% gg 24• 70 70 7D7o w w w w w w w 1w 70 70 w w is 90° 70 70 _70 70 w w w w BO w w 13070 70 w w _ 70 70 - IRE , y w' 70 70 70 n w w w w w w w 1w 70 70 w w 74• - - - Ypp 4T 70 70 w 80 w w w w 60 1w w w yo. 70 70 70 70 w• 48 70 70 w w 80 w 8o w w 13o - w w 3S• - - - ro TO 70 70 84' w w w w 4r ro TO 70 ro - . BO• - w w w w ®®® ccFF 70 70 70 70 138' 84• _ ro 70 _ - _ 70 70 70 70 70 70 70 70 7z° - - - - DovYRmlrF)a+laE33 ro ro 15-2370 70 7� of $ 4T ro 4W 144' COVERSHEET� 88" FL #15920.1 =r O rqr GLASS TYPES 090 BUTACITE PVB 090 BUTACITE PVB .090 BUTACITE PVB .090 SGP INTERLAYER INTERLAYER INTERLAYER INTERLAYER ANN. �"ANN 7/is°ANN. Yjg°ANN Y4"H.S. Y4°H.S. 7/ie°H.S. 73(6°H.S. SEALANT Ye°I SEALANT Ye 1 SEALANT YB" STAI.AIYT °1 7 DEPTH MIN.(TrnJ DEPTH MIN.(TYP.) DEPTH MIN,(TYP.) DEP TH MIN.('fYP.) �I L �i 11 SETTING BLOCK SETTING BLOCK SETTING BLOCK SETTING BLOCK µµ++ V�µ�1� o w AT'/POI_ m AT Ya P)INTS N 5 m AT Ya POINTS n F AT Y4 POINTS kkk333 coi c; 0 IJ a� 0�6 2 rrm m W6 D W Nde �o .0905 Ye°ANN• .090 BUTAA ' S. a INTThe AIR SPACE INIR SPACE .090 SGP INTERLAYER .090 SGP INTERLAYER . gg Ya°ANN. H.S. J hT Ya°H.S. Ile H.S. Y4"TEMP Y4 TEMP J SEAI/WT Y� SEALANT Ys- SEALANT Ye' 1 DEPTH MAIN (� DEPTH MOO(TIP.) . DEPTH MIN.(TYP.) DEPTH MIN.(TYPJ O ' • • •.• • • 6 '6 ••...• �6 • . SETTING BLO • SETTING BLOCK o SETTING BLOCK o I�01 SETTING B � Q O • AT►i*I AT Y4 POINTS �o AT%POINTS n] AT%Pt7� Q ••.•.• • • «c333 oc7 • a ti Z c jq 0G 1 gg J '• 082v ''. • • • MnRIAL 9tHEDULE •• PART DEVRIPTION •..••• MATERIAL MAN. UF./SUPPLIER/REMARKS e •• 2 TM-1 � W IJV/STOP C IW. 6063-16 • 3 TIA-327 1/8'0 STOP FOR16/bo 0 SOS3-TB 4 - coy" 6083-TS a . 5 - 0.370°HIGH 0 VINYLS BULB AND 0.187"T-SLOT TPE POLYPROPYLENE FOR 3/18"LASS ULTRAFAB d 6 s2001 -VINYL BULB- 0.173"0 RMLATED GLASS GLAZING BEAD AMESBURY h J 32011 VOM BULB- 0.270'0 7/18 AND 9/16 OIASS GLAZING BEAD AMESBURY 1 $ - (2)/8 X i SMS SCREWS AT EACH FRAME CORNER SAE OR 2 MIN FOR RECTANGULAR WINDOW SHAPES ONLY 9 - SEAM SEALER ACRYLIC SCHNEE-MOREHEAD _ 10 _ *ONLY APPROVED FOR LARGE MISSILE IMPACT 11 - SETTING BLOCK i"LONG AT 1/4 POINTS HIGH DENSITY RUBBER 1 OPTIONAL SURFACE APPLIED MUNUNS 6063-TS . . 1 - RAPID STRENGTH ROS7700 STRUCTURAL SILICONE ELASTOMETWC ADHESIVE BY MOMENTIVE PERFORMANCE MATERIALS 15-2370 1 - AWM94UM"U"CHANNEL 2'LONG AT EVERY ANCHOR LOCATION(TYP.) 6082 H32 ALULIINUM KC&A NTS OS 1 - 5/16'XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL Pam"mcRIPTIOIL COVER SHEET 1 6 - 7/18'XL EDGE CLASS SPACER STAINLESS STEEL ALL METAL 1 - PRIMARY SEAL PIB FL #15920.1 FIR - SECONDARY SEAL SRICONE C� BENNAR00,RE 1.269 F— 0.129 t 0.080 0.570 0.031 0.350 SURFACES o ami H -00 c; 5W 0.095 $9�" 1- -+ 0.050 o 3.033 ~ a � J N • • • d • • ••• e • 1.269 Q f . . • • •° 0. a ••• •• •• • • •• $ a � • • • • EXPOSED 0.202 `t •• •o • •• .• SURFACES 03 O 3 9 • .. • rt � z •••/6•• �^ °0 F-0 • • ••••• � � �1,139� •• � •••••• • ••� 0.05 ri ... •• • • 1185 4 1 • • NOTE: 3.033 0.813 �q d LA PART#14 IS NOT REQUIRED 1.000 ¢[1 qq WHEN USING THIS EXTRUSION 0 696 —0.420- 0.270 c 0.125 I 0.025 17 0 O 000 I a ' OQ N °0 0 0 12 l 14 rreemmss a.o7O — 0,030 0.02# t 0.0224 —1 0.090 �5-2370 NM 01 }-0 1 0.080 1 0.080 �eaeea�coN� �u 118tl�r b NOTE: O56 �7 EXTRUSIONS NOT TO SCALE. FL #15920.1 �� ERN!{Wm,P.E. FRAMES OF NON 9'• :cam, . RECTANGULAR SHAPES SHALL ��F• �� BE WELDED TOGETHER IN �� LIEU OF SCREW SPLINE �1Z, Sax ASSEMBLY(TYP.). 0 ai " Z "mW qdo W 703vo o W•, a U " d • •• a 0 • • isi •• • •• 0Sz a So s e • • • • SEAM SEAL MAY HAVE TO BE O e e•••• REAPPLIED IN THE FIELD e • • ••:••• BEFORE INSTALLATION OF •••••• •••• e••••• WINDOW,INSPECT ALL JOINTS • • e TO ENSURE A PROPER SEAL yj• ••e• • •• • • a 15-2370 Wit• FL #15920.1 5'%"' NO D1 EBCRi ml COVER SMEET #Sx I'GRADE 2 SMSno (FOR 40°CORNERS ONLY) O