The URL can be used to link to this page

WS-17-2218 Permit'NO. WS-9-17-221$ I M °,i Miami Shores Village Permit Type:Windows/Shutters 10050 N.E.2nd Avenue NE �...�:� ��, erI�� tv.,*ctassJ�icat�an:Window/Door Replacem Miami Shores,FL 33138-0000 Permit',Stetusi APPROVED aF—mss Phone: (305)795-2204 �ORIDp' Issue Date: 11/28/2017 F Expiration: 05127/2018 Project Address Parcel Number Applicant 315 NE 101 Street 1132060135190 Miami Shores, FL 33138-2424 Block: Lot: PAMELA MARMIN Owner Information Address Phone Cell PAMELA MARMIN 315 NE 101 ST MIAMI SHORES FL 33138-2424 Contractor(s) Phone Cell Phone Valuation: $ 16,200.00 BRIJAC BUILDERS LLC (786)201-5572 Total Sq Feet: 0 Type of Work: INSTALLATION OF 6 WINDOWS AND 2 DOO Available Inspections: No of Openings:23 Inspection Type: Additional Info:INSTALLATION OF 21 WINDOWS AND 2 DO Window Door Attachment Classification:Residential Final Scanning:3 Review Building 1 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $10.20 D13PR Fee Invoice# WS-9-17-65061 $4.95 DCA Fee $4.95 09/01/2017 Credit Card $50.00 $326.10 Education Surcharge $3.40 11/28/2017 Credit Card $326.10 $0.00 Permit Fee $330.00 Scanning Fee $9.00 Technology Fee $13.60 Total: $376.10 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 AFFIDAVI 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and on' g. Futhermore, I authorize the above-named contractor to do the work stated. November 28, 2017 Auth iz d ignature:Owner / Applicant / Contractor / Agent Date Building Department Copy November 28, 2017 1 Inspection Worksheet Miami Shores'Village 10050 N.E.2nd Avenue Miami Shores,FL Phone:(305}795-220.4 Fax:(305)756-8972 Inspection Number: INSP-288982 Kermit Number: WS-9-17-2218 Scheduled Inspection Date: December 19,2017 Permit Type:Windows/Shutters Inspector.Riveron,Alexis It Inspection Type: Final Owner: MARMIN,PAMELA Work Classification: Window/Door Replacement Job Address:315 NE 101 Street Miami Shores,FL 33138-2424 Phone Number Parcel Number 1132060135190 Project: <NONE> Contractor: BRIJAC BUILDERS LLC Phone:(786)201-5572 Building Department Comments INSTALLATION OF 21 WINDOWS AND2 DOORS.TO in Sectio passed Comments REPLACE EXPIRED PERMIT'WS15-1137 lN5PECTOR COMMENTS False Inspector Comments Passed Ez Failed Correction Needed ❑ ' a Re-Inspection Fee No Additional Inspections can be scheduled unfit re-insPection fee is paid. lease ections call:(305)762-4949 December 18;.2017 For Inspections P Page 10 of 30 i i A Miami Shores Village 7BY: i 1 Building Department 2017 � 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 ak Tel:(305)795-2204 Fax:(305)756-8972 _-----— INSPECTION LINE PHONE NUMBER:(305)762-4949 1 FBC 2011 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. US l`1— 2218 BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County Miami Dade zip: 3-:5(3$ Folio/Parcel#: 11 3 2 06 0 13 S )9 0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): `a v'^ 2 14k \M o.!'VV%41A Phone#: Address: 31 S iJ C ( o) S-t- City: 1�'o l e S State: FL Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: U:1 .2.1'S L--LC Phone#: Address: '34 w s C) City: 4-ia.l en x State: FL Zip: -Y3 t)1$ Qualifier Name: W i I I ig &X"4,2 Phone#: X8(0 --20t –SS+ L State Certification or Registration#: (,c 1 S ) y S 2 S Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ �, Z d o Square/Linear Footage of Work: s Type of Work: ❑ Addition ❑ Alteration ❑ New ® Repair/Replace ❑ Demolition Description of Work: VJ ilti j o v�S' o.nno� lD e o_1` S -Tn rts?1QCf -Cr ro A US 16-1131 Specify color of color thru tile: Submittal Fee$�5c) Qi d Permit Fee$ �J W CCF$ CO/CC$ Scanning Fee$ Radon Fee$- DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$`3 (Revised02/24/2014) i' • Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONT CTO The foregoing instrument was acknowledged before me this The foregoing instrument wasacknow ged before me this U8 day of 3 n .20--7 by Odo day of ,-3020 � � by �RMe--ZA Jg4'2M JAJ .who is personally known to WJ44/4M Ar4CH0� who is ersonally known to me or who has produced AZ-P 4 as me or who has produced o`;:E C.FUc: as identification and who did take an oath. identification and who did take an oath;'�' °o�,1+3 A�O2:�N •; FFC96510 NOTARY PUBLIC: NOTARY PUBLIC: ,: ;; F�eb.26,F20182:.'zm* E C.F(/ ' YState°F�` F Sign: rt..•oMMiss/. Sign: 4"llI WW"' E� Print: a*' F Print: .n/6 NT��S Seal: .°'Z ' e ?`' Seal: *************************** ***** * *********************************************************************** APPROVED BY ' �? Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 'N1��;•��onc RECE��E� . C__ _�$? SEP 1011 Ow` cw two z •• fV �I RE -_� . l Miami Shores Village i _ > BY DATE ' ref f3 APPROVED ZONING-DEPT S BLDG DEPT SUBJECT TO COMPLIANCE VJI -H ALL FEDERAL x 3`1 /�o�j Novi �4 !1 0/�/r!9 ,•��'�"' STA1 E AND COUNTY RULES AND REGULATIONS 3 3 X 3�► S '��le ffU�� _ -- 3 x 3`� � _71.e /7/110, �v0, ' !vy X sy C,rse wr.e H.t Z I& X 6 3 3/y sy cgS-c - vi p/vS vllio4 9 q' y� /2 x SS GusQ7neH �y- 3(0 '/Y X. S/ %Y vz xs,� /r ff✓� 1'rf v -7 RAMMS' ENGINEERING, INC. Kd = .85 2100 W 76 Street,-Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2%4:<// Robert S. Monsour, P.E. FI'# 11955 / 0006024 ASCE 7= WIND�CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior&Exterior Zones (48;5 -Walls).Positive Pressures 'X\ ` Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area (or,,Tri utary Area jhr S' uare Feet Height = 10 20 3Q 40` "50 60 . Maximum '1.00 0.95 0.92 O.89N\, 'd.88. .QM 15 40.4 38.5 37.5- !367 , '*35?1 leooe • '40.8 39.7 (38.9 3$ 3 ' : 37.8 - .... • 25 .'44 42.6 41.5 .. \40.6,1/ d1L0.. 39.4 . . . 46.5 44.4 43.2,'7-, 42.3'°" 4 �• •4491 :''' : 40 49.4 47.2 45;9 ` 44:9 4 2' •43'6 ••:• . 50 51.8 49.4 48.1",., , 47.1 . • ;. ••49 .... . 60 53.7 . 51.2'. /'49.a� 48.8 A•8.•1•• 47.4 •••• • Interior Zone (4'-:Walls) Negative Pressur e's •.: • Exposure C For the 1 e -/m h Wind Zone CATEGORY 2 ffectiv&Wind`Area or, Tri utary Area) in Square.Feet Height 10 r ;;20` 30 40 50 60 (M imum -1.10 `.-1.05 -1.02 -0.99 -0.98 i -0.96 15 -43.8 42:0� ' -40.9 -40.2 -39.6 -39:1 .20 -46.4/ , -44.4 -43.3 -42.5 -41.9 -41.4 25 -4 .4 7D, ' , 46.4 45.2 -44.4 -43.8 43:2 30 -50,5 ,,' , -48.4 -47.2 -46.3 -45.6 -45.1 . 40 //-53,6*-,, -51.4 -50.1 . -49.1 -48.4 -47.8 . 50 --,"»56.2) -53.8 -52.5 -51.5 -50.7 -50.1 60 `t68,:2,1" -55.8 -54.4 -53.4. -52.6 -52.0 Exterior2ones (5 Walls) Negative Pressures Ex .osure\,d --" For the 175 ' m h Wind Zone CATEGORY 2 ' _..===Effective Wind Area or, Tri utary Area in Square Feet Height 20 30- 40 50 60 Maximum -1.40 =1.29 -1.23 -1.19 -1.15 -1.13 J 1.5 -54.1 -50*.4 48.3 -46.8 -45.6 -44.7. 2 -53.4., . -51.1 -49.5 -48.3 47.3 . , 25 -5 -55.8 '-53.4 ?-51.7 -50.4 =49.4 30 -62.3 -58.1 -55.7 '-53.9 -52.6 . .-51.5 40 -66.1 -61.7 -59.1 -57.2 -55:8 -54.6 50 -69.3 -64:7 -61.9 -60.0 -58.5 -57.3 60 -71.9 -67.0 -64.2 -62.2 1 -60.6 1 -59.4 •Length of End Zone (a): 10% of least horizontal dimension or.4 h,'whichever isi but not less-than 4% of least horizontal dimension or 3 ft. (h = mean roof height eR4NOTE:AN 8% REDUCTION OF THE LOADS SHOWN'ABOVE MAY BE TAKEN FOR FLAT R MIAMI- MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.zov/economy RC Home Showcase,Inc. 2970 NW 75"Avenue Miami,FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of aotrst duction materials. The documentation submitted has been reviewed and accepted by M4m4lade CcAM RER-'•••;• Product Control Section to be used in Miami-Dade County and other areas tivhere alrow d by the.R�thority� Having Jurisdiction(AHJ). @9e:** This NOA shall not be valid after the expiration date stated below.The Miami-Dada gggnty Pr6d;W4 Controt•••• Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami=Dade'Gavuf�)resit tht right..... to have this product or material tested for quality assurance purposes. If this predoet•er mater ial-fails to a.... perform in the accepted manner, the manufacturer will incur the expense of such testhtg and the AHJ may•••;• immediately revoke, modify, or suspend the use of such product or material with4f=jurisdiction. RER '. reserves the right to revoke this acceptance, if it is determined by Miami-Dade'Coun{y PAW,bontrol• Section that this product or material fails to meet the requirements of the applicable huohg codi+* ;•••• This product is approved as described herein, and has been designed to comply with the Florida%lidding Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series 11CM100"05tswing Aluminum Casement Windovt%L.M.I. APPROVAL DOCUMENT: Drawing No. W04-16, titled "CM-100 Aluminum Casement Window (L.M.I.)", sheets 1 through 11 of 11, dated 03/01/04, with revision J dated 11/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. ' MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered atter a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-1112.10 and consists of this page 1 and evidence pages E-1,E-2,E-3 and E-4 and Green Sustainable Attribute(G.S.A.)page G-1,as well as.approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0416.02 MIAMMADE COUNTY Expiration Date: July 29,2019 Approval Date: January 14,2016 Page 1 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11.0932.06) 2. Drawing No. W04-16,titled"CMI 00 Aluminum Casement Window(L.M.I.)",sheets 1 through 11 of 11,dated 03/01/04,with revision J dated 11110/15,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. •••• . . .... ...... B. TESTS ...... .:.. ...... 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 0 0 . 2)Uniform Static Air Pressure Test,Loading gerFA;C,TASQOZ-94 • 3)Water Resistance Test,per FBC,TAS 202-94 0 0* "'• '•"• 4)Large Missile Impact Test per FBC,TAS 201;14: ;••• ,,,,,• 5) Cyclic Wind Pressure Loading per FBC,TAS.-403-94 .' 6)Forced Entry Test,per FBC 2411.3.2.1,an(;TAS 202-9+1. •••• • along with marked-up drawings and installation diagram of:an AAtswin� aluminurd....: casement window, prepared by Fenestration Testing Laboratory,Inc., Test Vegirt No. • FTL-6439,dated 02/21/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 11-0922.06) 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)Drop Load Test(400 Ft. Lb.),per ANSI Z97.1 along with marked-up drawings and installation diagram of an outswing aluminum Casement window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5867,dated 05/02/09, signed and sealed by Julio E. Gonzalez,P. E.t (Submitted under NDA No. 10-0426.09) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per FBC 2411.3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of aluminum casement window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-03-1346, dated 09/16/03, signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted tinder NOA No. 06-1130.01) Man el e1 Z, E. Product Control E! ler NOA No.15-0 16.02 Expiration Date: July 29,2019 Approval Date: January 14,2016 E-1 r RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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 aluminum casement window,prepared by Hurricane Engineering&Testing,Inc.,Test Reports No. HETI-03-1848, dated 09/17/03, HETI-03-1856, dated 09/17/03 and HETi'03.1859, .. . .. ...... dated 01/16/04, all signed and sealed by Rafael E. Droz-Seda,13. •• (Submitted under NOA No. 06-1130.01) ...... .... ...... 5. Test reports on: 1)Air infiltration Test,per FBC,TAS 202-94 ... •• • 2)Uniform Static Air Pressure Test, Loading p0 M,TAS 2M94 ' 3)Water Resistance Test,per FBC,TAS 202-9t:::. •••• • 4)Forced Entry Test,per FBC 2411.3.2.1 and TAS.202-94y•'• 0 along with marked-up drawings and installation diagram of-aluminum casement • window,prepared by Hurricane Engineering&Testing,Inc.,TOst Reports NQ.:. 0909:0 HETI-03-1350 dated 10/14/03 and HETI-03-1344 dated 09/1243 all•siin�d anc�•••• > .. .. sealed by Rafael E. Droz-Seda,P.E. (Submitter)under NOA No. 06-1130.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 03/31/15 and 11/090/15, 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. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. Manu er z,P.E. Product Cont of E iminer NOA No. 5-0416.02 Expiration Date: July 29,2019 Approval Date: January 14,2016 E-2 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5"Edition(2014), and of no financial interest,dated March 31,2015,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No.FTL-6439, dated 02/21/11,issued by Fenestration Testing Laboratory,Inc., signed and sealed by Marlin D. atta tln,P.E. (Submitted under NOA No. 11-0922.06) 3. Laboratory compliance letters for Test Report No.FTL-5867 4444 .*05/02/j aSsued...... by Fenestration Testing Laboratory,Inc.,signed and sealed byJAW.,E. Gonzalez,P.B. • (Submitted under NOA No. 10-0426.09) .... .... . . 4. Laboratory compliance letters for Test Reports No. HETI-03-MV,dated 091M/03, • HETI-03-1848, dated 09/17/03,HETI-03-1856, dated 09/17/ : ]ETI-#11AA, dated 01/16/04,HETI-03-1350,dated 10/14/03 and HETI-03.1344 dated 09/12/03, .' issued by Hurricane Engineering&Testing,Inc., all signed and sealed byg#W E. •••• • Droz-Seda,P. E. ' (Submitted under NOA No. 06-1130.01) "• ' G. OTHERS 1. Notice of Acceptance No. 13-1112.10, issued to RC Home Showcase, Inc. for their Series "CM100" Outswing Aluminum Casement Window - L.M.I., approved on 12/26/13 and expiring on 07/29/19. 2. Simulation Performance, Solar Heat Gain Coefficient, Visible Transmittance, & Condensation Resistance Calculation Report on: 1) NFRC 100-2004 "Procedure for Determining Fenestration Product U—Factors" 2) NFRC 200-2004 "Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence" 3) NFRC 500-2004 "Procedure for Determining Fenestration Product Condensation Resistance Values" Using computer simulation in accordance with NFRC: Frame and Edge Modeling: THERM 5.x, /WINDOW 5.x NFRC Simulation Manual (Approved at test date), of a RC Aluminum Series "CM100" outswing casement aluminum prime window, along with attached drawings and bill of materials included in Appendix A, marked—up by National Certified Testing Laboratories, Test Report No. NCTL-110-12449.01,pages 01 through 07 of 07, dated 11/12/09,signed by Richard A.McVicker III, Simulator, and Steven H. Coble,NFRC Accredited Simulator,Simulator—In—Responsible-Charge. Man el PpfezIP.E. Product Control z finer NOA No.15.0416.02 Expiration Date: July 29,2019 Approval Date: January 14,2016 E-3 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS (CONTINUED) 3. NFRC 102-2004 Thermal Performance Test Report on: 1) NFRC 102-2004 "Test- Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems" Test report of a series RC Aluminum's Series "CM100" Outswing Aluminum Casement Prime Window with Low E and Argon, along with submittal vwwponent drawings, with applicable part numbers, manufacturing and nVdejhjg details'ificluded•••:• in Appendix A, marked-up by National Certified Testing Laboratories, :fasYReport 0 No. NCTL-110-12450-1 0 0 0 0090 0 0 0 *00000 00000 ,pages 1 through 4 of 4, dated 11/30/Q�,tWed by Christian J 6 . Mitchell,Technician,and Robert H.Zeiders,P.E.,Vice—President.Taaii �neering4ogualit;666.• Person—In--Responsible Charge. •••• 6000 ••••• . 4. Recycled Content Determination Report on: 6666.0 :.00:0 66660 Name: Casement Window, CM100 ;,0„ �� 6 0 Raw Material: Aluminum 0 0 600000 0 6666 Including letter from Fundiciones Industriales S.A. (F$SQ)0 date 03 22/10;.0..: certifying that the extruded aluminum products contained•30% recj blaq:scraf material,signed by Henry Kronfle,Vice—President. Manu e er z,P.E. Product Cont of E miner NOA No. -0416.02 Expiration Date: July 29,2019 Approval Date: January 14,2016 E-4 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED GREEN SUSTAINABLE ATTRIBUTES (GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials.The documentation submitted has been reviewed by Miami-Dade County Product Control. .............. ................... ASED MATgWW,9_k %Recycled %Recycled %Blo-based %Renewable Material Component Name Content at at Disposal Material Manuf. 1. Window Aluminum- 30% 100% N/A N/A.... ERMXIL TRANS G9 SHGC:FACTOR -5 "..�? __ - — 0 AR' G! JENTE -BTU IT! LIGHT: 'RAN ........... .. E-N .......... ,Dt, Test ProductG9- Glazing Components: , VT CR Report#: Number U-JUAVO . LHGC • Base line5/32 CLR 240#2-SS-D ARG BRZ-1/8 090 PVB - Product 000 _1/8 0,-62 .-.0.19 �� j-19 17 1. 001 5132 CLR 240#2-SS-D ARG BRZ-1/8 090 PVB 1/8 0V2 0.19 0.19: 17 2. NCTL 002 5/32 CLR 240#2-SS-D ARG CLR-1/8 090 PVB 1/8 0.62 0.20 0.25 17 3 110-12450-1 003 5/32 CLR 240#2-SS-D ARG GRN-1/8 090 PVB 1/8 0.62 0.19 0.17 117 4. 004 5/32 CLR 240#2-SS-D ARG GRY-1/8 090 PVB 1/8 0-0 0-19 0.23 17 Le end Abbreviations: Descrintion: SS-D Desiccant-Filled Stainless Steel Spacer 240#2 Cardinal Low E 240 @#2 Surface Typical ARG 90%Argon PVB 0.090"Poly Kmyl Butryal(PVB)interlayer CLR Clear Glass BRZ Bronze Tint Glass GRN Green Tint Glass GRY Gray Tint Glass .03ro_ C FACTOR Tli)I: DUCT. -TO/- T Component Name C-Value 1. Whole Window 1.94 Manuel fer P.E. Product Contro aminer NOA No.15-0416.02 Expiration Date: July 29,2019 Approval Date: January 142016 . . . . . . . . . . . . ... . . . . ... ... O U •• • • • •• ••• •• Igo • ••• • • • • •• • a 0 Q< 11 �g Sods 0 J 'gyp w CMI00 OPERATING/FIXED Z ALUMINllM CASEMENT WINDOW W w FOR FLANGE FRAME WINDOW CAPACITY SEE SHEETS 2 do 4. QZ FOR FLUSH FRAME WINDOW CAPACITY SEE SHEETS 3 $ 4. " 3 a THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE _=ccl ± REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 'N,° HURRICANE ZONE (HVHZ). z W r,M n WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER m 3�I 0; LOADS TO THE STRUCTURE. =z ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS o C, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. w N ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. _ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE, w MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT A COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE a W REQUIREMENTS OF THE FLORIDA BUILDING CODE. 4 o ig APPROVAL APPLIES TO SINGLE VENT WINDOWS OR DUAL VENT WINDOWS USING INTEGRAL IMPOST. c•- MULLION CAPACITY FOR THIS OPTION THESE WINDOWS ARE RATED FOR LARGE de SMALL MISSILE IMPACT. ALSO TOP AND BOTTOM COMBINATIONS OF FIXED #/# SEE SEPARATE AND CASEMENT WINDOWS USING STACKING / ¢ MULUON NOA SHUTTERS ARE NOT REQUIRED. xx HEAD/SILL WITHOUT MULLION. _EW-Er,y:JAVAD AHMAD PRODUCT REVISED \ CML ro complying wiN IM Florhle Q FIA.PE/705BT Building Code AccepmuceNo 1 ALSO TO 510E BY SIDE COMBINATION : CAN. 53B i3 R rolio Dar< r"fir l OF CASEMENT/FIXED, CASEMENT/CASESMENT OR WITH OTHER WINDOW TYPES IN A \ �iL�mi r,,,k pm,Iuel Ca dr°wmq no. MODULES OF TWO OR MORE WINDOWS 9 USING APPROVED MULLIONS. \ \ \ )� Z 1 ZD' W04-16 RATING OF FIXED WINDOWS UNDER SEPARATE NOA. sheet of 11 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 37' MAX. 74"MAX. 37"MAX. 37" MAX. \ �u WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH .� • • • • . •!• 35 3/8"MAX. 35 3/8"MAX. ? 35 3/8' MAX. • • • J3.3/i' N" ••35 3/8 61A.X.. VENT WIDTH •• NT• DTH• • VE IDTH VENTWIDTH VENTWIDTH FALSE MUN.NS 3011 !'MAM .30 WO"MAX. 30 1/8'MAX. 30 1/8"MAX. 0 JO 1/8"MAX. m� MAY BE.USED• mz D.L.OPG. D.L. OPG. F 1 D.L.OPG. 0. \ 0..SOP ._/ \0. OPG. ` 0 9 / \\ _ e 8 m 8 / •• • • / \••09 C IIIb/ II I D EiM8 i \ 8 / it POST \\ / MULLION 09 z vi s x Ia li it I x ct3 a II II a i% + i n N° E ii ii b M I G Z rB w W, ��\"!W�.��,GHORS `\3 E16' ` 5/g� 2• 8 5/8" LOCKING CHARTS a N + HEAD/SILL HEAD/SILL AT EACH SIDE OF IMPOST /SILL ,m N SIDE BY SIDE WDWS ON SHEET 4 CORNERS SINGLE VENT WDW. CORNERS DUAL VENT WDW, SEE CHART SHEET 4 C RS, o M r TWO ANCHORS LAI Z37" MAX. 37"MAX. AT EACH SIDE OF MULLION 1g� WINDOW WIDTH WINDOW WIDTH SEE CHART SHEET 4 5"MAX, 13 1/2' N CORNERS O 0 0 &s QffiH / 6 \ u x DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER ° - F .� i. \ CHARTS SHOWN ON SHEET 4. N \ 9 \ Eny:JAVAD D PRODUCT REVISP.D c \ FLANGE FRAME WINDOWS PE7osez ML as complying with the Florida F,, 3 \ CAN, 38 Doilding Cade ��AA �. Accep,nnce No I�vTKO•� tl \\ 9 1 2015 MLuni a Prodncl C drawing no. W04-16 sheet 2 -111 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 37'MAX. 74"MAN. 37"MAX. 3T MAX. WINDOW WIDTH WINDOW WIDTH WINDOW WK1TH WINDOW WIDTH 1O • • • 35 3/8"MAX, 35 3/8'MAX. 35 3/8"MAX. • • • 3 3/ 35 3� ..III VENT WIDTH • • • • %6NTdVIDTH• • VENT WIDTH I VENT 30 /8'DTH VENT DTH JO 1/8' I C 30 1/8'MAX. jFALSE UNO • 34i/�MAZ :30 1:8"MAX. mw i 1 D.L. OPC. _' zz MAY `• ED• 0.F OPG►•• ••_0D.L.OPG. o _ O.l.�OPG. / \ D.L. OPG. ad Ct II I' D7 E1 11i F 8 / I 8 )PPOST I \\ / MULLION Mou a I i I i N � � II I I I \ I 0 5 3/4"MAX. 8 1/2-MAX. 5 3/4'MAX. 8'' TWO ANCHORS 571 3/4'MAX. J' LOCKING POINfS O Q a a HEAD/SILL HEAD/SILL HEAD/SILL AT EACH SIDE OF IMPOST HEAD/SILL ONESHE1ETT4 =hz-N CORNERS SINGLE VENT WDW. CORNERS DUAL VENT WDW. SEE CHART SHEET 4 CORNERS SIDS,BY SIDE WDWS. z N M TWO ANCHORS j R 37"MAX. 37"MAN. AT EACH SIDE OF MULLION � Z WINDOW WIDTH WINDOW WIDTH SEE CHART SHEEt 4 0 =O_ N mz of 8 N / N 0 x G352 z 63 n L \ DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER °c — n \ O g \ o CHARTSSHOWN ON SHEET 4. \ 4 \ c \ I Engr,JAMMMAD m roD CMLP y'na Ilh the Florida ; \ FLUSH FRAME WINDOWS \ FLA.PE 0592 Duililms Code C.AN, 8 Accepwntt No t '�i&.02 y \ g M1 � E iretl nDrNe \ 9 BY Mi i ado Proda:ICon drawing no. 5 3/4" MAx. 8 1/2"MAX. 5 3/4'MAX. 8 1/2'MAx. NOV , 2U15 W04-16 HEAD/SIL HEAD/SILL HEAD/SILL r HEAD/SILL sheet 3 Of 11 CORNERS CORNERS . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSF SIDE BY SIDE SINGLE VENT XDX3. DIRECTION OF • • UAL V T WINDOWS • SINGLE VENT WINDOWS• � I VENT OPNG. • • • • • •• • GLASS TYPES •GLA39;TYPEB''A'�h''B'L OPTIONAL GIA9S HYPES • WINDOW DIME. 'A'I'B' WINDOW DIMS. I X S MULL I,X.4.MULL • • • ;11 DI;, 'A' I*'B' Z tXT.(+) EXT.(+) W W • • • WIDA �HEIGRf H) WIDTH(W)HEIGHT(H) M�) �I Z WIDTH(W)HEIGHT(N) _ •• 37" 80.0•• �O� 19-1/8' 80.0 -�-W INT.(-) W I I E 19-1/s' 80.0 . 80.0 6 24' 80.0 80.0 48' 80.0 24' 80.0 Q ,! 26-1/2' 80.0 80.0 / / • 53-1/i" •• '0 / \ 26 W. 800 / K �r a LL • Go'T • • • 80 • F 30' 38-J/5' 80.0 80.0', / // ' • -M • 311-J/�" •80.0 • \ 37' 80.0 80.0 f / H / i • •• �.0 )MOOst \ 42• 80.0 80.0 80.0 i /i � • • • i. j x MU ON i' •�Y 84'"8 • • •�,0•• x :i 48 80.0 z 43' 80.0 80.0 ,/ y V QQ \ \ \�' 96" 80.0 \ / 53-1/B' 80.0 SJ-,/3• 80.0 80.0 \ , a - \ \ 106-1/4' 80.0 \ - / 19-1/8' 50.0 \ x 19-t/B' solo 80.0 \ \ \ / 24• 50.0 \ : Q ; §6 24' 80.0 80.0 \ \ S7" 80.0 \ / 28-1/2' 60.0 \\ 26-1/2• 80.0 60.0 �" 80.0 90.0 \ J 0 If 11 30' 80.0 80.0 FI 53-1/8' 80.0 30 Sa-5/8• 80.0 \ Q 37' 48' 80.0 30.0 MULLION 60' �'0 42' 80.0 80.0 72" 50-5/8• 80.0 42' 80.0 .-. 49• solo 60.0 eo.D TWO ANCHORS 43" _ AT EACH SIDE 74 80.0 _t�. 8D.0 v 53-1/3' 80.0 80.0 go* 80.0 TWO ANCHORS 1 1 19-1/3' 60.0 30.0 96' 80,0 AT EACH SIDE 19-1/8' 80.0 FIXED WINDOW 106-1/4' 80.0 24' 60.0 y� 24' 30.0 50.0 OR CASEMENT VANDOWZ v 26-1/2 80.0 80.0 FOR FIX.WOW,RATING 37" 80.0 28-1/2' �, 80.0 uj SEE SEPARATE NOA 4s" 80,0 JO' 80.0 // r (W(A� �• SO-5/8' 60.0 80.0 53_1/8' 90.0 J7' 80.0 / W Q w 37' 60.0 80.0 CC3S 42' 80.0 80.0 50" 80" 80.0 42' 80.0 48 80.0 s0.0 N0. OF N0.OF 72" 1000 NO.OF NO.OF 19-1/6' 80.0 x O N a 53-1/8 80.0 80.0 WOW. HEIGHT KEEPERS HINGES 74" 80.0 WOW.UPTOIGHT KEEPERS AT SASH ATSGESASH 24' 80.0 \ '� ? N r M u 28-1/2' 80.0 Z UPTO AT SASH AT SASH M a 19-1/B' 30.0 80.0 64' $0'0 42" 2 2 53' 9 Z W n 29-1 4" z z JO' 80.0 ' 2 3 J 24" 80.0 80.0 37" �'0 74-1 4" 3 3 \ tl ^ 42' 3 2 800 4y 60.0 37• 50.0 =Z Yt 26-1/2' 60.0 80.0 44-1/4' 3 J r5S 30' . 80.0 80.0 59-1/4- 4 3 53-1/9' 80.0 .`, �., V T. 80.0 4160.0 74-1/4- 5 3 60' 83' 50.0 19-1/6' 80.0 N 42" - 80.0 80.0 72" s0.0 24' 80.0 O 19-1/880.0 80.0 74' 80.0 28 /2' 66• .80.0 n 24' 90.0 80.0 34' 80.0 37' 80.0 37' 80.0 28-1/2' 80.0 80.0 N 80.0 19-1/8' JO' �• 30.0 80.0 48' 53-1/8' S6" 80.0 24' 80.0 NO.OF 37' 80.0 80.0WOW. N0. OF 8 u 28-1/2' 72• 80.0 WO . HEIGHT KEEPERS HINGES O' a 42' 80.0 BOA 30' 50.0 AT SASH AT SASH 0 a' 19-1/B" 80.0 80.0 72' 80.0 JO" �'0 42' 2 2 24" 80.0 80.0 74' 80.0 193; 74 -1 4" S 3 /8 80-0 26-1/2' 66' 80.0 30.0 37' 80.0 30' 50.0 80.0 48" 80.0 24' 80.0 JT 80.0 60.0 53-1/8' 72, 80.0 26-1/2• 74-1/4• 80.0 • 60.0 19-1/8' 80.0 80.0 W. 80.01• 80.0 24' 80.0 80.0 72" 80.0 37' 0 28-1/2' 72' 80.0 80.0 74" 30" 80.0 80.0 37' 80.0 37' 72.8 80.0 80.0 19-1/8• 80.0 80.0 53-1/8' 74-1 4' 80.0 Engr:JAVAD AHIMD PRODUCTgwilh D q / CML uco0p11yln6with9ttPtaiN 24' 80.0 80.0 60' 80.00392 Building Code . Acceptocee No 2s-1/z" 74-1/4' 80.0 80.0 - 72• 50.0 'ration Dek t $ t JO' 78.4 80.0 74' 800 5 3T 85.9 80.0 NOTE: Mluni ed.Pr .0 drawing no. GLASS CAPACITIES ON THIS SHEET ARE 041201.9 W04-16 BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION FLANGE AND FLUSH FRAME WINDOWS 9nee( 4 aT t DECLARATORY STATEMENT DCA05-DEC-219 .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 1/8'HEAT STREN'D GLASS ]ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPLIER EMARKS • • • • 1 • CWW*001 2/WOW FRAME JAMB 6083-76 - 1 090' Inter • • • • • • •• 2 • CM7 X002 2/WOW FRAME HEAD AND SILL 6063-T6 - 3 Butacite F'VB • • • • • • • • 6063-T6 FOR FIXED WINDOW Z BByy Kurarey Americo, Inc.' • • •• • • • 3 • CMIlOO-007 AS REQD. FRAME JAMB (FIX.) O g OR ••• ••• ••• • • 4 C 00-008 AS REQD. HDRIZ.IMPOST 8083-T6 FOR FIXED WINDOW Y. 7d .090'Interlayer 5 CMIOO-012 AS REQD. JAMB ANCHOR CUP 6063-T6a- SBntryClae g By'Kuroray America, Inc.' 6 CM1o0-013 AS REQD. VENT HINGE 8005-TS INSTALLED WIR1(3) /10 X 3/8'M9 v i 1/8' HEAT STREN'D CLASS •• • • • •• 7 CMIOD-014 AS REQD. FRAME HINGE 6005-T5 INSTALLED WITH(2)/10 X 3/8'MS Q a • SILICRIE• • • 0 • 00-015 AS REQD. FRAME HEAD/SILL(FIX.) 8083-TB FOR FIXED WINDOW GG.'p SILICONE 3 DOW 4WI91NG• 911 • • •0 LM100-016 4/WOW GUZINo BEAD(LAM.CLASS) 8063-T8 FOR FIXED WINDOW Q�j n DOW CORNING 785 e j • • 4 •• •10 00-017 4/WDW GLAZIIJC BFAO(UM. INS.GU55) 6083-T6 FOR FIXED WINDOW (� • 11 • • • •1q• •EM100-018 4/WOW SW COVER (UM.GLASS) 6083-T6 FOR FIXED WINDOW Q Qp 12 CM100-019 4/WDW SNAP COVER (LAM.INSUL GLASS) 063-T8 FOR FIXED WINDOW a 4 13 CMIOO-032 AS REOD. VERTICAL IMPOST 6083-TB - 4 SS O 14 CM100-021 2/IMPOST ANCHOR CLIP FOR VERTICAL IMPOST 8083-TB - LL = 15 CMIOO-022 ANCHOR ARM OPERATOR 6063-T6 - J 16 AS REQD. SCREENS ALUMINUM OPTIONAL Q 26 5 9 19 CMIOO-026 4 VENT FRAME 6063-T6 - 22 20 CMIOO-027 1/CORNER CORNER LOCK 6083-T6 - VENT FIX. LITE 21 V-033 AS REQD. TREMCO TR-5804N SPONGE NEOPRENE - GLASS TYPE 'A' 22 P-049 AS REQD. GLAZING INSERT RIGID PVC MELTFYNNT 8 r 23 V-055 AS REQD. VINYL FOR UM.INSUL CLASS-VENT PJC DUROMETER 7515 SHORE A 1/8'HEAT STREN'D GLASS 24 V-059 AS REQD. VINYL FOR LAM.k LAM.INSUL CLASS(FIX.) PVC MELTPOINT, DUROMLTER 7515 SHORE A OR �"' 25 AS REQD, 3/16'X 3/8'X 4'I.G.SETTING BLOCK EPDM DUROMETER 80*5 SHORE A W W 5/32'TEMP. GLASS Y6 AS REQD. 1/8'X 1/2'SINGLE FACE TAPE - - �Z 4 1/4'AIR SPACE 27 P-025 - PLASTIC CAM M&M NYLON - 25 3.¢tz 1/6"HEAT STREN'D CLASS 30 CO25 h CD35 - SINGLE ARM OPERATOR ST.STEEL ROTO KkR WARE SYSTEMS O 22 N a 31 - - - �' 0)Ln u 090' Interlayer - R070 HARDWARE SYSTEMS n M I Butocite PVB 32 LB05-6645 - 3 POINT LOCK ASSEMBLY BY 0'Kuroray America, Inc.'' 33 GT553 - GUIDE HOUSING = ATTACHED W/(3) #8 X 3/4'SMS M7 n 03 090'Interlayer 34 GS001 - STRIKER ATTACHED W/(3) t6 X 1/2'SMS O_Z SentryGlas 35 #110 X 1' 2/CORNER FRAME ASSEMBLY SCREW ST.STEEL By'Kuroray Americo, Inc.' ST.STEEL FH PHL.SMS a.N 2 36 /10 X 1/2' 2/CORNER VENT ASSEMBLY SCREWS v 1/8'HEAT STREN'0 GLASS 37 #10 X 3/4' 4/CORNER IMPOST ASSEMBLY SCREWS ST.STEEL PH PHL SMS O SILICONE 38 /10 X 3/4' 2/SIDE IMPOST ASSEMBLY SCREWS ST. STEEL FH PHL.SMS i SILICONE DOW CORNING 795 6063-T6 - Z DOW CORNING 795 39 CM100-032 AS REQD. FLUSH ADAPTER HEAD/SILL 'a 24 40 CM100-033 AS REQD. FLUSH ADAPTER JAMB 8083-T6 M 0 C _ 6 5 10 n 3 1-1 VENT FIX. LITE GLASS TYPE 'B' c GLAZING OPTIONS E C - Enyr.J CIVILµ70592 m PRODUCT REVISED r M.PEI complying wills Ike Florida Building Code NOTE: C.AN. 578 E mmle Lc NO t041 QZ IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING �� 8 EXTERIOR PLY OF GLASS TYPE 'B' MUST BE TEMPERED. By '( 201�j Miami odc ProAucl kal drawing no. W04-16 sheet 5 of�� •• •• • • • •• •• • • • ••• • • • • ••• TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS WOOD BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOWCASE �v 10 SEE ELEV.SHEET 2 SEE ELEV. SHEET 3 1O • SEE ELEV. giEET 2• • FlytspACRJc MUST SUSTAIN LOADS IMPOSED By GLAZING SYSTEM FOR SPACING • • • JOR SPAJ110• f• •• AND TRANSFER THEM TO THE BUILDING STRUCTURE, g • • • • • • • • • EDGE DIST. 1Q} t ; 1BY • • • • Z J J EDGE DIST.' WOOD BUCK •• • • �• • • •9• W000 CK `n � TYPICAL ANCHORS: SEE ELEV. FOR SPACING 4 G " EDGE OR 1/4" DA ULTRATON BY 'ELCO' (N-177 KSI,FY-155 KSI) ^ o • .1 'a d.�•,.d.,!• N WD RUCTURE I $Li U DISC 1/4" HILTI KWiK-CON II (FU-135 KSI,FY-137 KSO • • • ••• •• INTO 28Y WOOD BUCKS OR WOOD STRUCTURES • • • • I 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) • 0 • 0•• 0 39 a THRU 1BY BUCKS INTO CONC. OR MASONRY p L� • •'1 • • ••• •• /j� � 1-1/4" MIN, EMBED INTO CONCRETE (HEAD/SILL) C N 2 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 00�n0 O DIRECTLY INTO CONC. OR MASONRY 21 TYPICAL ANCHORS 1-3/4" MIN. EMBED INTO CONCRETE (H£AD/SILL) Z#A j METAL SEE ELEV.SHEET 3 METAL 1-3/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 19 � STRUCNRE FOR SPACING STRUCTURE a W E F i TYPICAL ANCHORS 1/4" IA TEKS OR F DRILLIN• REWS (GRADE 5 CRS) SEE ELEV. SHEET 2 o°� FOR SPACING EDGE DIST. INTO METAL STRUCTURES N is ( STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) j I I l (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 3 j #14 SMS OR SELF DRIVING SCREWS (GRADE 2 CRS) zz l ? 9 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.- 1/8'� W Ld (NO SHIM SPACE) TYPICAL EDGE DISTANCE O¢N INTO CONCRETE AND MASONRY - 2-1/2" MIN, N e jY 0 1 INTO WOOD STRUCTURE - 1" MIN. z r pMj N G3O INTO METAL STRUCTURE = 3/4" MIN. W 3 �i MIAMI-DADE COUNTY APPROVED =Z yl kk MULLION &MULLION ANCHORS WOOD AT HEAD, SILL•OR JAMBS SG - 0.55 MIN. _ ?S W 8 SEE SEPARATE NOA CONCRETE AT MEAD, SILL OR JAMBS f'c ® 3000 PSI MIN. C) F $ EDGE C-90 GROUT FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. cr a 2 .. DIST. U 4 i SEALANTS: ALL FRAME AND VENT CORNERS SEALED WITH j JOINT SEALANT. 'P8�8 iiANCHORS SEE�EIEV, SHEET 2 FOR SPACING q �, C ' A 301 • E 2 TYPICAL ANCHORS 2 SEE ELEV.SHEET 3 19 21 FOR SPACING - 1BY WOOD BUCK •o ^„ 1/4"K 3/8" X 21 2 WEEP SLOT T AT EACH END Engr:JAVAD AHMAD PRODUCF REVISED CML as rnnplying Wllh Aw Flonds q �1 FIA.PE 170592 Building Coda d di .^ I .. CAN. A==DN. 5 ,�Z y > " a a 71 • • Expin lion Dob 19 By •. " •. . y Mimi adc Produce Con drawing no. ° w ! <TYPICAL ANCHORS P.. " �1 .. . m SEE EUV. SHEET 2 n- TYPICAL ANCHORS N< LD1 WO4- 6 ° FOR SPACING SEE ELEV.SHEET 2 EDGE DIST. • EDGE DIST' FOR SPACING EDGE DIST, „ sheet 6 of�1 • . ... . . . ... . . ..• . • . . ... . . . . . . .. .. . a TYPICAL ANCHORS SEE ELEVSHEEP 2 1 O .00 ••••• ••• •••• :00 •• FOR SPAMG • 1/4'MAX • ••• O3 — .MAX, SHIM •• • • • 1/4SHIMS o ANCHORS HOR SEE ELEV. HT 2 FOR SPACING METAL g 21 STRUCTURE U -.-._._. .. .. � . 1 X3/4• � ^ W b Q I WOOD SUCKS W W (Q1� EXTERIOR 79 21 2 8 t9 O.L OPG. ° ° j5 > 4 VENT WIDTH O j N ~ N 3 Nui of o WINDOW WIDTH W rM'1 SINGLE VENT WINDOWS o =o= o_ n TYPICAL ANCHORS N FOR Siw7k G��3 Ci 1 p 1 3/8'MAX. 1/2'MAX. TYPICAL ANCHORS SEE ELEV. SHEET 3 PAC SHIM SHIMS FOR SING i 40 1 40888 12 METAL T STRUCTURE g 2'MN. �i =R „ o ONLY R E �o Engr.JAVAD AHMAD PRODUCT REVISED .A 9 as complying wig.du Florida q FLA.PE 70592 *- lop ' C.A.N.N. 538 ig Q S 20jjroducl ual drawing no. }� 12D15 W04-16 sheet 7 of 11 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . 0% TYPICAL ANCHORS • • • • • •.• SEE ELEV.SHEET 2 TYPICAL ANCHORS• • • • • • •• •• • FOR SPACING SEE ELEV. SHEET! • • �-�• • • • • • • O 0 FOR SPACING • • •I.F'1 • • • • • F h. . . . . FW 1 • •• • ••• •.• • — 1/4'MAX. 'By W BUCCR 1/4'SHIM WOOD BUCKS SHIMvS. v ,3 14 ••. WOOD STRU RE +.• • • • •• •.• •• •0-- --- • • • • a q - - a� __ _.. , TYPICAL ANCHORS SEE ELEV.SHEET 3 PAC FOR SING D.L.OPG. EXTERIOR D.L.OPG. ° _ VENT WIDTH VENT WIDTH 1/2'SHIM WINDOW WIDTH 3 2 WOOD BUCK OR MAX Z WOOD UCTU DUAL VENT WINDOWS W w ATFL H 1 X 3 X ,/8' TYPICAL ANCHORS Z F N N 75 ADI ONLY I x TUlI SEE ELEV.SHEET 2 W ,� FOR SPACING Z ^M n 40 t%.3-T5) © 1/4'MAX. O_Z O SI ELEV. FOR RSPACING SHIMS o J \ 1/4'SHIM 2BY W OD BUCK OR MAX. WOOD CTURE A iso O j D.L oPG. EXTERIOR D.L OPO. r n VENT WIDTH VENT WIDTH �c�i- O WINDOW WIDTH WINDOW WIDTH H•� 1BY WOOD BUCKS SIDE BY SIDE WINDOWS &9,; ylypp Allmw PRODUCT REVISED ' e CML as catTlyinb wish We Florida " M. N 70592 Ac pivdmrn e 1 C.AN. Q Ilk R,pinl(m Date F Zt�l 41 By ami)Ade Product drawing no. Mi X01` W04-16 40 sheet 8 of 11 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TYPICAL ANCHORS TYPSEPICAL LA ANCHORSV.SHEET 3 SEE EI.EV.SHEET: • • • • ••• FOR SPACING g FOR SPACING • • • • • • •• Wx kW�o-Qri• OO J 19 "a; iii'�ss I�,�II . EDGEIvy ley DIST. •a1i ••oJ•••1 a • •••••1uI 1' •I •••I11,II,•.•: •24 ,• i'��Od EBDGE DIST. BUBUK WOOWOOD e d • eib • • . • • . . N •• • • • • CK ti TYPICAL SEELLV SH — 2 FOR SPACING 1/4- MAX. SHIMS ACCESS HOLE ZZIY =NW2�Q;all 5 ci WI3 1 BY WOOD BUCKS rc WINDOW WIDTHO 2 TYPICAL ANCHORS SEE ELEV SHEET S FOR SPACING >=oNZn ^gI�GN2 O 1/2'MAX. z n— { "a SHIMS Ia W W 40 N1 I - es 0 I J ACCESS HOLEJLF 2'MIN. °� a it f AT FLS ADAPTER; ACCESS HOLE yah ONLY'.LIM . G O � 3 ' in c� 39 1 BY 0 _ N v°' WOOD BUCKS C O s O M1 B nqr.JA AD AHMAD PRODUCTREVISEI) p a s ;: t • ' CML e9 cemplyinj witA fhs FlwidA dS e° • a e° • e F CAN. 538PE f 592 Boildinp Cod. .' ° �:•a,',. inion Dot. S b .e . .e e ° e x •' • T1�PICAL ANCHORS BY z 9; TYPICAL ANCHORS SEE ELEV.SHEETS Mimni .d.Pr ucl9 drawln no. SEE ELEV. SHEET 2 e'� �' z FOR SPACING FOR SPACING iv 11 20 W04-16 EDGE DIST. EDGE DIST. ShCt1t 9 Of . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 2.028 No V�V • •.062 TYP. � . � • • •A82 • • 01 75 ••• ••• • .125 ¢.2.883 .090 I 1.375 L .092 21.9341.685 .6881.399JIII- 062• •1.906 ••• • -.-•500 • ry •• • • • • ••• •• VS4 2 FRAME HEAD/SILL 4 HORIZ. IMPOST 19 VENT STILE 39 FLUSH ADAPTER HEAD/SILL 0 $ 3.052-_ ^^{{I 9.124 �2.58i� 161 983 62 0 .082 � - 062 .125 .+ 2.000 1.708 2.123 .747 1.90 .062L L II II 3 r 625F-- b .300 LJ La 1.230 2.300 , FRAME JAMB ,3 VERT. IMPOST FLUSH ADAPTER JAMB 730 NN + r 312 =F fV I 2.000 .304--{ Imo-- Z N 1�pMj W I L I I P TMZ P, .oe2 .092-� .sea � �3 � z.DOO -�• = .500 2.500 �•9�� o U C3 " 1.873 '875 GLAZING INSERT O .973 1 2 22 RIGID PWC L2.125 2.500 -I r-.090 W 3 FRAME JAMB (FIX.) a FRAME HEAD/SILL (FIX.) 20 CORNER KEY 1 1 2 R o � -{ 770 7342.750.875,g11.203 .907.7062 I I I 1.583 ., ` •c 8' o e .912 2.187 E 0 u z s0 tt GLASS STOP (FIX. LAM. GL) SNAP COVER (FIX. LAM. GL.) 3 JAMB ANCHOR CUP 14 IMPOST ANCHOR CUP x ,250 En JA AD AHyAD PRODUCT REVISED T r 1.072 .110 h'- �{. 1� 9r CML as complying wi1M the Fla ida 582 Q 082 I I I FIA.PE/70592 9nilding Code "cl TVP, CAN.'M38 •Acceptance No .050 TYP. E pinion Pak j-1 ai 973 �_ 1.581 0 .535 b 969 •907 .535 O Oy 7 _-_1 I I + 1 Minim edc r of t droving .1 no. L.945J .738 1.699 t �.t {I W04-16 10 '^•542F� 12 sheet 10 0111 GLASS STOP (FIX. LAM. INSUL. GL.) SNAP COVER (FIX. LAM. INSUL, GL.) 7 FRAME HINGE 8 VENT HINGE . • ... . . . ... • • • • • • • • • • • ... m 20•• . . . . . . • Z J • 0 • • • • • F E • • • • • • • w• • • • •• ••• •• a6 • ••• • • • • •• • p a J m 3 W' FRAME CORNER z VENT CORNER W w �Q O=N t UN ) (� = Ld N 0, � o Uo� 0 rn•n�� o C g-=- 12-1� Enyr:JAVAD AHMAD PRODUCT REVISED CML m cemplying with We Florida FU.PE W2 Dnilding Code ieS C.A.N. Acaptenoe tJo 16�OAti(p•O'j ti ` irarim t'9Z42 8 DY Z Mi Dade Product drawing no. W04-16 IMPOST CORNER sheet of 1 1 MIAMI- E DIIA,III-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ivvnv.miamidade.Qov/economy ES Windows,LLC 10653 NE Quaybridge Ct. Miami,FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction 0000 materials. The documentation submitted has been reviewed and accepted by Miami-pade O%pty•RER •• • Product Control Section to be used in Miami Dade County and other areas where ajle�*d by'lhe Authority •• Having Jurisdiction(AHJ). 1 *00000 '.:..' 0666:0 This NOA shall not be vaLid after the expiration date stated below.The Miami Dace C6xity Product Control • 000.. Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade,Cv tV) respree 144,right0 • to have this product or material tested for quality assurance purposes. If this prddll'dt or mat!hat fails ter,••6 perform in the accepted manner, the manufacturer will incur the expense of such'festii>k and the A1JJ may* immediately revoke, modify, or suspend the use of such product or material with7tn tf �i:jurisaiction. REV reserves the right to revoke this acceptance, if it is determined by Miami-Dada Cau4ty Prgduct�Contrgl��; Section that this product or material fails to meet the requirements of the applicable building co*88 *" This product is approved as described herein, and has been designed to comply with the FlorWa Niilding' Code,including the High Velocity Hurricane zone. • DESCRIPTION: Extruded Aluminum Tube Mullion=17MT. J APPROVAL DOCUMENT:Drawing No.M04-04,titled"Aluminum Tube Mullions", sheets 1 through 9 of 9,dated 04/26/04,with revision G dated 07/14/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#12-0308.37 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMI RADE G S"MoEs NOA No.14-0731.06 J { + � � 2�� Expiration Date: September 16,2019 Approval Date: September 18,2014 Page 1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 04-0712.01) 2. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 04/26/04, with revision G dated 07/14/14, 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 p�rl;$C TAS.262-94 3) Water Resistance Test,per FBC,TAS 202-04 .. •••••• ••••• 4)Large Missile Impact Test per FBC,TAS 20t•.9+1; ;...;. "'•'• 5) Cyclic Wind Pressure Loading per FBC,TAS 2113-94 ' • 6)Forced Entry Test,Type"D—A"fixed window,'Grade 1.0,Level LV...;. 1 per ASTM F 588-04, Side—Hinged Door S}items*Per MA** MA • 1304-02 and per FBC 2411.3.2.1,TAS 202-94 •••. • along with marked—up drawings and installation diagram of windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3810, dated 05/16/03; FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all signed and sealed by Joseph Chan,P.E. (Submitted under NDA No. 04-0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 09/01/09 and updated on 07/10/14 to comply with FBC 5� Edition (2014), prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted partially under NOA# 09-0825.03) D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. - ManuerPerez,1'.E. Product Co.'trol xaminer NOA . 4-0731.06 Expiration Date: September 16,2019 Approval Date: September 18,2014 E-1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with the FBC - Stn Edition (2014), and of no financial interest, dated July 10, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No. FTL-3810, dated 05/16/03; FTL- 3819, dated 06/09/03 and FTL-3820, dated 06/09/03, issued by Fenestratipp„Vesting Laboratory, Inc.,all signed and sealed by Joseph C. Chan,P.E. . '0000' 0 0 0 0.. (Submitted under NOA No. 04-0712.01) . . 0 000060 0000 G. OTHERS 0000.. 0000.. . •0 0.0 0000 0000 . . 1. Notice of Acceptance No. 12-0308.37, issued to ES Window%LLC for their.Series,.... Aluminum Tube Mullions—L.M.I.,approved on 05/31/12 and-ap.r ng oI922 t§/14. --:-00 0000 . 0000.. 0000.. . . 0000.. .....0 . . . .0000. .. . ..• . so MAI, Manuel Pe e`e&-M . Product Control Examiner NOA No. 14.0131.06 Expiration Date: September 16,2019 Approval Date: September 18,2014 E--2 .. . . .. w.I i� I,o, • Z P II __- l r-01:0 ••• Do ----- ,;To • • • 01 so 2 o` 0*00 D.oW �j'�;�1 TYPICAL C PR00 F � • I I' • x••' • • C&� r • n N • •••• T.II00• pd�g 000 ..000 't 11 TYPIUL LA • I�-�I wNDOW FRAME ,. LL'��V •• s.aoa j� • • �� • 6.000 n ry • • E �� n 4. I I I I a000 4.000 •• ,. L� TURULW SHAPES z .MULLION SYSTEM IS RATED FOR URGE MISS"'IMPACT. �].000� ALLOY-6061-T6 1 AND CAN DE USED WITH ALL MAMI-DARE COUNTY APPROVED -I SIIII `x` IMPACT AND NON-IMPACT RESISTANT PRODUCTS. 7 N ¢y R W MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS RECTANGULAR ALUMINUM TUBE MULLIONS 'm7 HORIZONTAL OR VERTICAL ~';N"� USING MULLION-PROPERTIES ONLY p n NOTES: SEE WINDOW OR DOOR APPROJAI FOR FASTENERS SIZES AND SPACING � THIS PNODUCT HAS BEEN OESIGNEO AND TESIEO TO COMPLY WRH THE 3 2' n REOUIRDJENTS OF THE R OA BUILDING COOE INCLUDING HIGH VELOCITY HURNCME ZONE(NKR). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE W N F APPLIGBLE BUILDING CODE REQUIREMENTS I.E:WIND LOAD,WATER INFILTRATION,FORCED ENTRY RESISTANCE,SAFEGUARDS ETC. - WOOD BUCKS W OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOWS TO THE STRUCTUNE. I ANCHOR$SHALL BE AS USTFD,SPMED AS SNOMN ON DETMS.ENBEOMcI I'dy.Y RIS TO E WTERNL SWLL BE BEYGFL WALL COVERN COVERING(SCCO.TU ETC.)..). I'°3 3 0_•_ ANC NO CONDITIONS OTHER THAN THOSE SHOWN W THESE DETAILS ME NOT PMT OF THIS APPNOJAL IG A LOW DONATION NfMASE IS USED N DESIGN OF ANL qR5 NCO WOW ONLY. MATER WS NCLUDNG BUT NOT I M TO STE"ETAL SCREWS.THAT of�'?i sI?•s COME INTO CONTACT WITH OTHER DISMA AR WTERALS STALL MELT THE REQUIDANTS OF THE FLORIDA BLDG CODE x INSTRUCTIONS: elS USE C1WiR AND GRAPHS AS FOLLOWS STEP 1 DETERMINE Gx LOAD REpANED PER ASCE].....- . FOR PAITTICNOAR OFENG N `c USE NWA-OADE COUNTY APGLAZING PROAEO PRODUCTS ,! , STEP 2.MEETING ABOW LIMO REOIREMENTS. Ergs JA STEP 3 USE CONNECTION TO MUWDN AS PER PRDDUCT MA MAp PNRODUCI'RBVLS. APPROVAL A RPE1�—S DulldingNdoriin aFIITNe USING CIWITS ON SHEET J SELECT MULLION SME WHGAx'75SI_� A—P..OT.b Ep aSTEP }'OE RATING LEONE TWIN OE9GN lM0 SPELFIFDIN STEP I ABIM. pp„� aa '1014. F/ I�}is�S,�I"♦I USING ANCHOR TYPES ON SHEETS 5 TRIED B AND ANCHOR CHANTS STEP S ON SUET a.SELECT ANCHOR TYPE NM OESkN MTNG MT MO4:O MORE THM THE DESIGN LOADS SPEOF"N STEP 1 ABOVE. f 1 �' Pf I.00o 1" .tn � .323 'p---z.000� x.125 •• •�1.0 •:o �� 1.600 .125 .In .339 � -.125 ••• . • O •• i�I • 4.000 1 .124 �I •. • 4.= '1n ••• • • ••• J.000 .125 O •An'� • •.• • • • r � 6.000 • 6.00 • ••• O J23 5.000 • • • ry 8�. •• .115 .,25 250 8 CC a IX 1.466 M4 .lz=2975 M+ ••• • • IX 5o w\+ IX=2.037 M4 SS=9]]IN\J S. =1.08]W\3 • • �'gl Sz= 34;M3 SX=i.O,B Ma • • • Q GiV • z 1 37 1 X 4 1X3 1X4 • .•• Ja 6Q STD. MULLION CUSTOM MVWO CL LOM_ 6UIT.ION • • • Qve r • 60 •• • • �.=--= • • • r-2.1 IY=5.204 IN\4 IX 8.276 N\4 IX 15.203 M4 •• _F.125 Sx 2.082;M] Sx=2.759 IN\0 SX 5.068 0\3 N S 2.600 2 X 5 - 2 X 6 2 X 6 - of ��"I� STD MULLION _ STD. MULLION HFAW MULLION �Ja 6063-T6 6663-T6 6063-76 m .in ;120 1.690 W +.006 7�ryja�n .156 T W. J I p n M r Iz z3�^ An 2]50 3.250 2600 fA =1.48]M4 [x= S �I L_ z>.978 w\3 Ss=1.48 1.189 W\M3 2 X 3 2 X 4 Fes-3.]50-moi el a��i STD. MULLION STD, MULLION 6063-TB 6063-TB NOPTOTCH NOTCH F' iln OVfOTCH � IqKnl k#i � 2060 Ed MN.EDGE MT. Ed. Ed=NN.FD6E MT. ,/2"FOR 1/4 W.ANCHORS 1/2'FOR 1/4'M.ANCHORS 8 E^ice 5/9'FOR 5/I6'ow ANCIOR6 5/8'FOR 5/16'W.ANCHORS Ed 1zs LF MULLION CLIP MULLION CLIP �;do 6063-T6 6063-T6 4.-2.000-moi �..._ � u_ u '-1 E^q:JA4A0 AIe.MO u OIXILTRFVUZD e , Ed flAi0562 4°^INTB[wiOR1¢PIWMa SS y, Bwldnry Cade b it` �j i CAN..�.ID AaepbOce NOglo Ed_NN.EDGE061. ULE 1-2U�11/2'FOR 1/+•OLl ANCH616 '( � dtOwing M. s/E'FOR 5/18'OM, ANCLE cuP `-� _M04-04 -h--t-2-;f 2of 9' r DESIGN ILIAD CAPACITY-PSP(TUBB MULLIONS) DESIGN MAI)CAPACPPY_-PSP(TUBS MULLIONS) -DESIGN LOAD.CAPACM JPSE'(*1BEkUU10NS) 4 • I Y9 1 Y4 1 XS 1 T4 0 1 a 66�6661� e�•(� CUSTOM CUSTOM CUSTOM CUSTOM - CUSTOM CUSTOM W • •- 4Y �"' WINDOW DIMS. 1�1 - - WINDOW DI11S. WINDOW DIMS. �I -' IXS- 1 X 4 210 2 X 4 2 X 5 _2X8 2X8 1X3 1_Y4 2X9 2X4 2X5 2X6 2118 1X8 1X4 •!!•J4 2 X 5 2k• 2.16 •• YIIUIH(N)ul1t,SPAN M. STD.1. STD. SCD.- STD.- STD. -HEAVY 8101H(W) _ _SPAN-STD. STU. SED. .STD. STD. STO. HEAVY NDE1(W) SPM( STD. M. STD. STD. STD. STD, HEAVY Z P. 19-1/8• ISOA -150.0' 150.0- 150.0 150.0 150.0 150. 19-1/e' 74.6 110.9 115.1 150.0 150.0 150-0 l 150.0 I9-1/8' -]7.9 Ilk•4W 96.7_L 146.1 150-0 � • OI • ___. - ... --.. __..__-___. . 26-1/2' 150.0 150.0 150.0 150-0 150.0 ISO.p 150.0 26-I/I' � 53.8 101.]- .83.1 118.6 150.0 150.0 150.0 26-I/2' - 273 - ,39.9 68.8 LOSS 150.0_ F • �•• 30' 150.0 150.D 150-0 150.0 150.0 I50.0 150.0 30' 4).5 '89.8 714" 131.3 150.0 150.0 150.0 30' - 24.1 •J••35,3 61.7 1'00 • �j • 37' 150.0 ISO.o 150.0 150-0 ISOA 150.0 150.0 3]' 38.5 ]2d 595 106.4 118.9� 150.0 150.0 3)• - - - - 2.* 50.0' ]W-5.5 1]8. -_..- _.. _._. __ _131.2 ._ _1 __.. _ 42' 149.6 150.0 150.0 150.0 150.0 130.0. .150.0 42' - 339 61.2 51.4' 8Jd 131.2 150.0 150.0 42' - - - 2&2 H.1 5 /2.3 � I•• _.._- 49' 38-3/8" IJ0.9 150.0 150.0 150.0 15pA 150.0 150.0 '46' )4-I/4' 29.7 58.1. 45.9 82.1 114.8 150.0 150.0 48' 110' - -_ • �1_ 38.5 SB.1" - )A ^ • _.._ _.. -__ 7 EVC ••41�� 54' 1/63 IWO 150.0 150.0 150.0 150.0 150.0 51' �- 26.4 499 40- M.9 102.1_ _135.2 150.0 54' - - • 31.3 ��. �� b- � 60' 101.7 150.0 150.0 150-0 150. 150.0 150. 60• 23.8 149 36.3 85.6 91.8 121.7 -150.0 60' _- - •- 00- 30.8 46.8__ _85.6 0' ••• 66' - 95.2 IWO 116.6 150-0 I50.o. IMG 150.0 66' 21.8 40.8 334 59.7 83.5 110.6 150.0 68' - - - - 2&O 41.3 <p .I• 0 0 _....___._. __- _._._ - 72' 87.3 110.1 134- 150.0 150M 150-0 160.0 12" - 37.1 30.6 54,7 765 101.4 150.0 12' - - 25.7 38.8 ]1.3 d 9�0 Qi 19-I/8' 150.0 130.0 150.0 150.0 IWO 160.0 150.0 19-I/8' 51.5 Ilowl 795 150.0 150.0 150. 150.0 19-1/8' - 285 =5 f- 727 116.6 1 .0 S A • 28-1/Z" IJB.z 150.0 150-0 150.0 150.0 150.0 150.0 26+f/2' J].I ]9.1 SJd_ n6.1 150.0 ISO.o 130.0 26-1/2' - Ip.S - .o szs I Q�1mlr{LI •• JO' 12/1.3 150.0 150.0 150.0 IS0.0 150.0 150.0 ]0' 93.8 M.2 SOJ 102.6 N3.5 150.0 150.0 JO' _ _ _ 65 46.3 73.7 135-0 Q �1 • -1-50.0 -- --- - -- -_.._._ -- J1'- 91.6 150.0 150.0 150-0 150.0 .150.0_ 3Y Nr.6 58.9' 11.1 BJ.2 118.4 150.0 150.0 3]' _ - - - • I� 37.6 59.7 .109- •_•_ •• 42• 85.9 I]&0- *1]1.8 .150.o 150.0 150.0 ISU4 42' _23.1 ,50.1 36.1_ 73.3 1025 1JS.B 150.0 42• •• •_ 33.1', !.S 98.• �--- � • 45' S0-5/8' ]5.1 120.8 116.0 150.0 150-0 150.0 150.0' 48' 84' 2015 43.9 31.) 64.1 89.7 118.8 150.0 18' 132' - - - 29.0 4M BI.0 54' 66.6_ 1073 1011 150.0 150. 150.0 150.0 54' - 39.0 ..28.2 574 A.7 105.6 150.0 K' - � - - 25.7 _..-_. _..._.____5.i .__.._- ..._ .-.._ j 60' 60.2 98.6 92.8 1112 150.0 150.0 150-0 BO'- - 35.1 15.3 51.3 71.8 95.1 150.0 60' - - - _-_ 13.2 38.8 6).]_ BB' N.) B7.B 814 128.1 150.0 150.0 150.0 66' - 31.9 13.0 46.6 BS.I B6A ISOA 66' --- - - 11.1 335 81d w ]Z'. 50.1' 805 )]3 117.] 150.0 150.0 150.0 72' 29.2 21.1 42.7 59.8 79.2 145.6 72' - - - 30.7 58.4 J k R 18-I/8•" t4]d 150.0 150.0 150.0. IWO I50.o 150.0 19-1/6' 34.5 11.0 53.3 108,1 150.0 150.0 ISOO 19-1/8' - 21.9 - 320' 56.0 89.0_ 150.0 1 m ._...._ _ ...__ ... _...- a-0 QQ 26-1/2' 103.8 150.0 ISOA 150,0 IWO 150.0 150.0 26-1/2• 249 514, 3&4 78.0 121.4 150-0 1504 28-1/1' - - - 23.1 10.1 813 118-0 J m W J 30' 91.7 147.2 111.1 150.0 150.0 150.0 150.0 ]0' 22.0 17.2 31.0 68.9 109.9 115.6 150.0 30' - - - 20.4 Js.I 58d 1043' 07 i V 37' 743' _119.3/ 114,7 150.0 150.0 150.0 150-0 JI' - 3&I I).S .55.9 69.1 118.0 150.0 37' - - - _ - 18.9 _._.. _ 42' 65.5 IOSI IOTA 150.0 150.0 ISOA 130.0 4R' - JJ.) 21.3 19.2 785 104.0 150-0 42' IS " _74.5 ..... _ ..__ ...__ (zt 54' .58' 57.9 91.0 .B&1 1145 150.0 150.0 150.0 48' gg' 295 I- N.1 68.7 91A 150-0 18' 141' - - 22] 35.5 57.1 A Z _" Z -3 m ' 54' 50.9 81- )&6 1195 110.0 150.0 150.0 54• - �26.1 - JB.J 61.0 809 14&8 _57.9 80' 45.8 13.8 ]0.1 107.6 150.0 150.0 150.0 80' - Z].6 - _34.4_ 54.9 ]2B 133.7 6p' - _-_ - - __- 28.1 521 J�N� 66' tl) 66.9 6a.] 81.8 136- 150.0 150-0 68' _- 21.4 - 713 499 66.2 121.6 66' - - - - 2&8 47.4 , W 1, 72' 3&2 613 5&9 89.6 I2&1 150.0 150.0 ]2• 28.7 45d 60.7 111.5 72' 23.6 U.4 19-1/e' 121.9 150-0 ISOM 150.0 150.0 150.0 150.0 19-1/8• 24.2 519 37.4 7&9 132.7 150.0 150.0 - - - - - �j _.._ _ _._ NK16 TO BE MOR6CD rNOR1ZORtAI uULIpN 26-1/1' BB.O 111.2 135.] 150.0 150.0 150.0 ISO.o 26-I/R' - 37.5 2).D 51- 958 130.2 150.0 64510E REpTAN911UE SIDPE 1 JO• )).) 1R4.8 119.9 150.0 150.0 150.0 150.0 30' - 33.1 23.9 18.4 84.6 115.0 150.0 SJ' 63.0 101.2 93.2 117.9 ISOA150. IS 0 150.0 JJ' - 269 39.2 -68.6 933 150.0 42' 55.5 69.1_ 85 J0 6 I3 150.0 150.0 OA ' - 2J .6 .4 82.1 150.0 .. __.. 42 .J ..60-.. - __ __ VERIIGL n$SIR b' e}• 48.6 78.0 74.9 114.0 150.0 150.0 150.0 18' IOW - 20.7 - 31 30.2_ 5-9 )1.9 132.1 4OlIlON L11 w!e 54' 43.2 693 666 1013 1414- 150.0 150.0 54' '- - - 26.9 17.0 63.9 11].1 z 4a� 55- -38.8 62.4 599 91.2 127.8 150.0 150.0 80' - - - 24.2 4" 5]S 10.5.] 61AZNC353 563 5�.5 828 116.0 Iso.O 150.0 88' - - 22.0 385 523 961321 520 499 76.0 1063 140.8 150.0 72' - - - 20.2 35.3 1)9 861 PRODUCT n, 1 ' w o'$i ei g�`f ALL LOADSAREEXT.(+)/INT.(-)• � II i;ona,'glaj^ NOTE: W1 �,,�„J u1ALpR SPAN ' 0'u.e�wd v MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED -�-- VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) Ati2,lAp PRODUGTRGVL4GD I I TYPICAL MULLION ARRANGEMENTS E-9LA0 OML Pe cdi g wi00ro FAttWa - Iu 170592 n tame Code 3 ! I WIDTH (W) = WI a x2 I CIN.3s�el<�„rc ./4•C731,�(0. I�- i�,is}• ANCHORS TYPE 'D' AND 'E' APPLICABLE TO "- � U 2 J AL$112014 g s 1!•s 1" 4', H AND 6'TUBE MULLIONS. , Mee.D.ae e.9a111 c>7w1aI mo.'i_.9 .ANCHORS TYPE 'A', 'B', 'C', 'F' ND 'G' APPLICABLE TO ALL TUBE MULLIONS. ! MULLIONS ! ✓, r M04-04) 6M61 33 ol9 i 4 -DESIGN WAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSP - DESIGN WAD @APAC"-f15F r�y • WINDOW DIMS. ANCHORS TYPE _ .. ANCHORS TYPE, ICHOR 'TYPE !`� WIp1H_(W)MULL SPAN[77 H. C D E F -G mI (19)MULL SPAN A B _ C. D .E F G WDIN('N) SPAM A. D E Gj 19-1/8" . "15050 150.0� 150.0 �150.0 15050 150.0 19-1/8" 101.0 I50.0,- 1395 150.0- 130.0 12&8 ISOA 19-1/8' .623 1150 86.3 150.0 150.0_ 74.8 119.2 Z 26-t/2" 150.0 150.0IWO IWO IWO IWO 26-1/T" ]2.9 145.8 100.) 150.0 150.0 87.0. WO 26-1/2- 45.1 902 R• 6205' ISOA� 518 107.) O� z11 ._ _150.0 150.0 150.0 150.0 118.] 150.0 30" 64.4 128.8 89.0 150.0' 150.0 76.9 150.0 J0" 39.8 79.7 55.0 1100 137.6 416 95,1QF3]" 1500 139.8 150.0. IWO 110.8 150.0 3]" 52.2 104.1 721. -1N.1 150.0 623 121.6 J]" J2J64.6 4 4K.2 1116 �.i 1111_12" 150.0 122.9 150.0 150.0 IOB.R 1500 5.2" - IB.O 92.0 83.5. 12].0 15050 549 1094 - 41" 28.3 56.9 -0 67, O38-J/8" .150.0 10).6 150.0 150.0 92.8 150.0 48--' ]t-1 a" 40.2 80.5-. SSb 111,1 13110 48.0 96.1 48" 120- 24.9 49.8 A. � 8 86.0 29.)54" 138.4 95.6 150.0 150.0 82.6 150.0 51' WS ]IS 19.4 88A 1235 42.7 85.4 54" 22.1 44.3 . IEW_ 76.4 26.4 .8 T� •• 60" 62.7 124.5 86.1 150.0. ISOA 74.3- 148.7 80" 32.2 64.4 445 NA 111.2 J&4 7850 60" -_- "1 216_. 5W 8&A •2" 66" 56.6 113.3 ]8.2 - 150.0 150.0 6].6, IJ5.2 66" 29.7 585 10.4 80.8 101.1 34.9 69.9 86" - 36.2 KO 60.0 625.•21.6 43.2 O' •• -_ ........_.. 125.5 _ .._ _ _ " 72-- 51.9 1034 11.7 14Y1 15050 W. 121.9 ]Z" -26.8 53.7 37.1 71.1 9R.] 3250 WA 72" = 33.2 22.9 13.8 57.3 - 39.6 O <� • 19-1/8" 148.1 .130.0 I50A 150.0 150.0 150,0 150.0 .19-1/8" .. 89.7 150.0 1233 IWO 150.0 108.8 IW.0 -19-1/8" 56.8 113.8 8 1'50.0 67A 135.6 �•q� .......1..111.- __- _... __.... ..__ 26-1/2" 10&9 150.0 14].7 150.0 '150.0 127.6 150.0 26-1/2" 61.4 12" 894- 150.0 150.0 76A 150.0 26-1/2" 41.0 82.0 5&6 11 141.8 I&9 �fll It_.. -_.._ .94.4 15050 130.5 150.0 150.0 112.7 150.0 30" 5&9 1118 ]e.6 150.0 IWO 67-9 IJ5.9 JO" 76.2 )1.4 50.0 100.0 125.1 ~--41- Wam •• 3Y 1&6 150.0-. 105A IWO 150.0 91.4 150.0 JY _46.1 923 &1,8 127.4 150-0 SSI 110.2 '37" 29.4 58.7 40.6 q1.1 101.9 15.11 70.1 • 42" V. .17450 91Z 150.0 150.0 60.5_ 150.0 42" '10.] 81.3 5&R 1122 140.4 48S 9]50 42" 2S9 51.7 35.] 716 89.4 30.9 81.8 •• 48 50-5/8" 59.0 118.0 81.5 150.0 150.0 70.4 110.9 4B: 84" 3S6 )1.1 19.1 9&2 1229 92.5 84.9 t8" 132- 22.6 457. •16" 616 )8.2 •2.0• Sa.s -�� • ..__._... _.__ __..i _._.._.. 54' 523 104.9 ]2.5 114.9. 150.0 !!850 123.2 54" JI.6 83.2 417 8)3 108.2 37.7 ]5.5 54" 20.1 40] 2).8 55.6 89.5 - N.0 I8. .. __'.11..11._. _ _..... ....._ _0 60" 47.2 S4.t 65.2' 130.4 150.0 $8.4 1127 60" 28.5 58.9 393 7AA- 963 . 34.0 6]A 60" - 36.2 25.0 50.0 625 21,6 ._- ._. _..__. _. 1 66" 42.9 85.9 59.7 1183 148.3 51.2 1025 66" '15.9 51.7 35.] ]1.4 89.4 _30.9 6150 66" 32.9 22.7 '15.5 5fi.9 39.3 Z' - - r ..__ 15 4.4_. ._ _ -128__ 6 _._-... ... m -7Y 793- ]8.] 54.4 IO&6 135.9 47.0 9759 72" Z}.] 4]50 328 653 BIA 283 56.6 IT" 70.2 20.8 41.7 52.1 76.0- '0' 19-I/8" 129.3 150A. IWO 1WO 1500 IWO 150.0 19-1/9" 78.1 1500. I.T. 150.0 150.0 93.2 IWO 19-1/8 521 104.2 )1.9 tU-0 MO 822 124.3 J 51.11__.._. _._ _. _-- 26-I/2" 93.3 150.0 12&9 .150.0 .150.0 IIIA- 150.0 26-I/2" 58,4 �11150 )).9 150.0 150.0 6].3' 131.6 26-1/2" 37.6 75.2' 51.9 IOJ.B 12950 41.9 89.) ___.__.. 1111_ 1151.__ 5151 T._...__ _ -. 30" _ 82.4 IWO t13.9 IwD -IWO 98.4 150.0 '30" 19A 99,6 68.8' 13]S 130.0 59.{ 118.9 30- 512 66.1 15:9- 91.7 119.7 39.6 7957 w _._ _ 5551 1515... ._. J7" B&8 133.] 9ZJ 150.0 150.0 79.8 150.0 37' 40.4 80.8 SSA 111.5 1393 18.2 98.9 37" 28.9 53.8 371 743 93.0 3.1 MJ� i D3 ._.-... - 5551_-. 1555 _ 5115_ _ .._ .. 71 42" 58.9 11]d 81.3 150.0' ISp.O 703 140.5 42" 35.6 7I.1 49.1 9D.T 1229 12.5 81.9 12' - 2757 -4150 J2B 855 BI.B Z8J S&6_ ,!- 3<n n 1151 1111__ _- _:_ ... 48" Sr 51.5 103.0 71.1 1423 150.0 613 123.0 48" 96" 31,1 6TJ 9750 85.9 107.5 37.2 743 48" 114" 20.8 41.5 28.7 S)5 71.) 24A' OAS � Q^h+ _ ._ 54" 45A 91.6 63.3' 126.4 150.0 54.] 1097 St 27.7...-557 38.2 _76.4 95.6. 710 66.0 51" - 76.9' 25.5 50.9 BJ.7 220 44.0 l J O n _. _.. ___ _.. Z.Z3 60" 411.2 82.4 _5&9 111_8 1427- 49.2- 98.4 80" _ 24.9. 49.8 34.4 MA 80.0 29.7 59.4_ Bp" - 37.2- 22.9 45.8 577 66" 37.5 74.9 51A 103.4_ 129.4 H.] 89.4 66- 22.6 45.3 31.J _623 78.2 1].0 54.0 66- _- 30.2 _2050_.11.] 52.1 _- 38.0 � 72" 343 68.] 47.4 946 118.6 41.0. 82.0 h' -20A 415 28.7 57A 71.7 246 493 T2" - 27.7 - 3&2 4150 13.0 <;LA 1 19-1/8- 119.0 150.0 IWO 150.0 150.0 142.1 150.0 19-I/8" 69.4 178.9 95A 1500 150.0 82.9 IWO NIpIOR 17PE5 x019ZONGL NUWON I W 1515..._.. 26-1/2" 85.9 1'50.0 118.7 150.0 150.0 1025 150.0 26-1/2" 50.1 100.2 69.2 13&4 150.0 59.8 119.6 �HFAD/62UJAYes ` ARCHES N BF MSCRIBEO �� JO' 75.9 1SOA 104.8 130.0 150.0 90.6 150.0 30" M.] 86.5 61.2 122.2 150.0 52d 105.] 1N51pE RECIANGUWt SNME _..._._...- -_ AMtlgR I7PF5 1 I P 3]" 61.5 121.1 85.0 150.0 150.0 )3.! 148.9 J)" 3550 )IA__ 49.6_ _99.1 124.0 42.8_ BS] - AT YLBS ONLY 1115.._ su5. uu 42" 54.2 108.4 74.9 149.7 150.0 .64.] 129,4 42" 31.6 63.2 �4I.7 87.3 109.2 J].7 753 __._.__ 18" 63" 4]50 81.9 65.5 131.0 150.0 56.6. 113.2 48- 108" 2].] 55.3 78.2 76.4 _95.8 M. 8&0 54" 42.2 893 38.2 118.1 115.6 30.7 100:6 54" 14.0 48.2 ]4.0 6).9 84.9 29.4 58.] -LAAWE _ u gI9F�Ijl^IP 1 _- - 80" 329 ]5.9' 5250 104.8 13ID 45.3 90.6 60" 12.1 447 308_ 61.1 7&4 2&4 MA 6B" 31_5 89.0 47.] 95.2 119.1 41.2 82.] 66" 20.1 10.2 I7A 55.6 893 24.0 4&0 tlADNG GLA29Wa ``pETM�t ,�r� �� 72" 31.6 63.2 5.J.] 8]3 1092 J7.] -755 7T" - 76.9 253 509 617 22.0 4450 PMOIICT 3 o y� 1 Yig . - - CLAZNC QAZ91G 'j F [ PIIOOUCT PRODUCT ALL LOADS ARE EXT.(+)/INT.(-). .NOTE: - W1 W2' 9 ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER � MUWON SPAN LOCATIONS AT HEAD, SILL OR JAMB ENDS. A&°c,'o"`sE, �n FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. Ai NEAD/MWAIq}9 TYPICAL MULLION ARRANGEMENTS E"W:AWM ANIIAp 1'Rw11LT11RVL98D ��! i (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) cM& ammdYiry w9h 11.FWW. WI 4 W2 SCAPE N. 70592 HerldYg Cade Lvnon-1 w A�tw.1�9I19 -0 .E6 II•` k s ANCHORS-TYPE '0' AND 'E' APPLICABLE TO ` ) - 2 JU1.�81�-P014 rn•`&�� /9 I$J�JI`"� 4";5"AND 6"TUBE MUWONS. 1, �_-_ ANCHORS TYPE 'A', 'B', 'C', 'F' AND G' APPLICABLE 1 ,' � ,. TO ALL TUBE MULLIONS. 1.ANCHORS I i 1!95. !-M04-04 ��G'� ` sheet 4 of 9, { {� 3 1/1•W'UITRKONS 1/4•OM-IA.TIUCONS 1/1•DM,LILTRACONS ••f/1•DIA•ULTNAC • •• •�T�;� Ee. z PER ClP(1 pl FACN"NIG) 1 PEA ANGLE Ed. 2 1/{•MIN 1 PER CUP(Z ON EJfN WWG) 2 PEA ANGLE • • �--J'1 • C--j r � y •••••• •!,••• Z •�, •• • .�.: Y NLN. r 1'1� I q` l •••�� 'I •. I r • • 4,�� i�l. r• I. I • •• IBY II I BOATING CUP 1 I I IlJI RDMING QIP•• •• I I II 0' �•• " I'--`I $MIC F1T N90E NO II I2 X 2 X-I/B• 1 BV' I��1 SNUG iR RI510E NULL 11 1 2'%%%1/8• 0 G<� • W000 RUCK II II -2 Ppi ANGLE I I I I AWN ANGLE WOOD BUCK II II • 11 II M.U4 YlpL 0 Ab KK_ � J SII SNS U 14 D V Q. I A' I I t-3Y!•ac.ilea Q Pq@I _s • r— I _ .-.;—/, ! 39PER ANGLE • 1 • • LL=Y3A„�¢ •• i - •• • ••• • - • •• 1/1'I%0.UIiMCONS 1/1'04l PER to E0. R PER CLIP (I ON FACM MING) 1 PER ANGLE 1/{•ON.ULTRACONS 1/{•DA.PER I Z {PER CUP(2 ON EACH WING) Z PLR ANGLE 'O - Ee. Z Z 3 LL m 1 i II ]1�� II n ii ii 11" n WOOD BULK IIJI ELOAIWG CUP 11 II IIJi BOATING CUP 11 II O OR I�'I -SNAG iR RIMOE MIX, II I 2 X 2 X i/8• 2 Bf_ 1��1 gUG nT INSIDE NULL II II l Y%Z%1/8• N H • WCOD li it 11 11 MAIM ANGLE - NOOD BUCK I 11 SIRIICtURE X11 SNS U U I u u ALUM ANGLE W N Q ^ _____________ II SNS � 1 1 1 1-3/1'O.C.MN. I I 1 1-3/1'O.C.LON. 1 1 - I PER ANGLE Lj.. -1 A i -}rl 2 PER ANGLE ANCHORS TYPE 'B' aEd. >, 1/1'DLA. Y VI GO' BY ULTRAGONS_BE IAJI OR MT Nm SUBSTRATE Ed.-NLN.EDGE DISE.NLN.EYREDMEMT AHMAOels'-'��'"li�l WOOD 1' 1-1/2' i --------- CONCRETE 'z-1 RLODIICE REVLSED /Y" 1-1/2• I lA " E•yc VAD W00CI PBY.NOW BUCKS OR WOOD STRUCTURE S.G.-0.55 MIN. IVLPNOLT1Ai pl•NC P7NMA '"i''I M PE/T15B2 DrldC�oQe�O I ALTERNATE CONCRETE>•.C,,= W 3000 P51 N. ANaDR LOCATION _ � JUL ALL CUPS AND ANGLES TO PR SNUC INTO TUBE MULLIONS. �1 BY c C _ CIPS M ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WIN NXAU-RESISTANT COATINGS.SUCN AS WTUNNOUS PANT OR ANCHORS TYPE 'A' WATEx-SONDE YETNNCR1UtE LACQUER. 5 a 9 t 1 k' I/1'DIA:ULTRACONs {L j SI, I L[a'.TA,i RAL1/4- I I LL. TW. T I a'MA.LNTRACONS Gj ••••i \.•.•/4'06 UET•A WNl EN. 2PER CP(J ON EAC+YANC) I PER NG/ Ea. PER CLIP(z ON EACH MNC) q. l:! TP. ( •• so • L EE j 0(!{ ,Er • •II n I , • •• 'n II ••• a, •• •� I-, 'CA. CUP II I I S 1 LJ • •• I I 1• • `- • 11 SNUG TIT INSIDE NULL- I I 11 2%2%1/8' 1 1 II'.� I I I I• f{ICGC[EQQYa ' ' 11 Sys 11 .1 ALUM ANGLE 1 I i •10I. ••• ll ll• • • --- --- I P -------------� NE}:� 1 I 1-3/4'O.C.MN. - 1 I I ; SFIT CUP _ G Y PER AMIE i � I I I. I SNUG MIG FR(M5IV•LI•••sUS I i • � � • I 1 I I 1 I • • Q�3i i I I 1 I I 1 1;NI ANGLE • • • LL Z V�Z • • I I I � 1 •••••• 5gT�3 66 0 I i I �..;i I I i • • i• Q O iF� • a. • E • , I' •• Zo II 1 I n 1 1 I I n 1 /z 1 I I 1 I 1 1 `i I (z) J I`n I n �s I I < QJ •.. ` 1 I • 3'MIN. � , ..iL.____.._.._ I W n�kl Ee. •,1 I IOGTpN OF SCRMC--..— /4* ECTN /a' ANGLES TO TUBES 4 uU (I AOAG I OI ..G) I- 11�1� I��B,s Aja ANCHORS TYPE •D' ISjs to APPLICABLE FOR 4'• 5'AND 6'TUBE MULLIONS aa'gla • I- � wY3�YIS i 1/4NN'WA ULTRACONS BY'ELW o: 1 1 ULTRACONNS BE HEX OR MT HEAD Duly • 1 1 •� \ 1 1 SUBSTRATE E,L GE-MIN.EDDIST. N.EMBEDUENE Ea .AW AIRuO MmucC REVL" CONCRETE Z-1/Z' I-t/2' CML GOS Po� FIA P E BwdiI,,, ACONCRETE 0000 Psi MIN. I`�1'II'�• I'>'III. =; N. (p E •,{ E` ATaYpWNe NNP ALTERNATE ANCHOR LOGIION NL CUPSPS AI,I AND ANGLES TO FlI SNUG INTO TUBE NWLIONS. f �'/', A R➢} (GGMIn CLIPS OR -R FSI CONNECTED GS.-DIRECTLYSUCH A ABWIINO TO BE PROTECTED / MATH A-WHITE ESISTANT COATINGS.SUCH AS BnuuwOus PLANT OR �:. ' � I M04-04 ANCHORS TYPE 'C' WATEfl-WHITE UETHACRIMTE LACQUER. 5/16'B"'ULTRAmNs - 5/16'DIAT A. RACONS •••• • (2 ON EACH NTNG) • •• ro�. � Ed. t PER CIB i PER ANGLE • • •- l JIB,' •••••• ••••• Z •• �I • ' IN. .L f P? (( • O�b TMP I: 'I li: •••••• i= • �I • 14 _ I • • • • ii �i i I II II : •••• •••• �FYo,•• • I� ry A I II KUY2ANGilEB ••:••: ••••�• -•� • • �- - --------- - � L. .. .. g �r BAITING CLF I N ; SNUG TIT INSIDE YBLL i G a I. I I /11 •••••• • • P ANGLE i • • • < ;��ii 1 1 I I • • • • 42 ,• • N._—_— _�.-�..i ....i - • • TO Q b 2 • ••• In i I' o � y R Wi I I .m Z > I I O )!F 3 a 0 n I I/2(2) I�IOn�r I �j}_ J 3 0 � I IQ f/InaC N r LOCATION Of SCREWS mNNECNNG --..__ I ANGLES TO TUBES ANCHORS TYPE 'E APPLICABLE FOR 4', 5-AND 6-TUBE MULLIONS uI�icle 5/16'DIA.ULTRACONS BY UIIRACONS 11 AY BE M%m MT HFIO SU85TRATE Ed.-IIAL EDGE 01ST.YIN.EIABFDYENT PROIXTC'TRBWIORD CONCRETE 2-1/2' I_3/4•- AmLANYNO cmldYef iblk FIT" 1� •� - PSI YFll.PE/�5M592 � OB�� CONCRETE-re-mm RN. -JUG`I T1014 `�nII.IM .!k By AIE p1P5 Nq ANGLES TO TIT SNUG INTO TUBE YNLONS. �, •. pd.N6d 1 COPS OR ANGLES CONNECIED DIRECTLY TO CONCIEfE TO BE PROTECTED IjM04-04 I MOTI ALNN/-RESISTANT COATINGS.SUCH AS BIIIIYINOUS PAINT W WTER-ANTE YETWCRAATE IACOUER. �/ ` -. .. i_shectsheet 7 0/g� '1/4.OIA ULIRIfgNs • • • I ' 1/4'OU UURACONs .1/4•DA 0.TRAL:DNS ••1%P pR.ULTPACONS O !• I I 2 PER CUP(I ON EACH WING) 1 PER ANCLE Ed. 2 1/4'MM. 4 PER CLP(2 ON EACN WINO) '2 PER ANGLE tm • ,• c ' ji ii I �IS n II I ` I ii ii - i ••••• ,tr�l i •••••� a,�••� n it 0 <•; • ILJI EI.LNTING CLM 11 I / �3 LJI ELMRNG C11••••• 11 1 • • • • 1 —IC DT INSIDE MULL 11 I I 2 x 2%1 R' 3 I SNUG m MSIOE I I i I 2 i Y8• II �1 11 I I AL1Pl ANQE II II • 11 11 • IrAAARRRCCCRRR O --------- J p4 sus u u I ----------- ••#140 u u • s • 1-124PER. N. I f ------------- 0. i I )A o I 1 I I 1 1-1/4.O.C.MIN.- 1f3f3Lil �lE9 W4• i. � • Q�3 • • I •• VI 1 z eIi0 w yy W m F LA Q�n Z 0 Z Z3� ALTERNATE ! .aJ Wm ANCHOR IOGnON i ANCHORS TYPE 'E I ANCHORS TYPE 'C' AT JAMBS ONLY AT JAMBS ONLY I I 1/4.OK ULTR&CONS DY'ELCV - ULIRAWNS WYtlE HE%OR FLV HFID �� sUBSLMTE Ed.=MIN-EDCE DIST.NN.EMBEOLIENt ver uTsonar 2-1/2' MASONRY C_ E^ .11Wl NMTD PRODII;r4SrD +��• Q MI HOLLOW/FILLEO MOCK Ym-20 M M. CNK mpldylnp Wta a.IRm1QA ALL IIT S WPs ANGLES TO NUC�liM TUBE MUWONS. '1 GdnIbID AND CUPS OR ANCLEs COIINMC O CR.Y ro Mf5011RY ro f3E PROTEcrEo JI1L�!�`2014 WIiH ALXALI-RESWT COATINGS,SIICII As 91UWNOIIs PART OR LA WA �"" n`q°INI�tle R°Aa4� L TER- bW MERUCRITATE AIIEII. I.:' -- y M04-04 ,�elaors� .. •• 1p s 14 SMS SEE CHART FOR OUANTRIES "TYKE NIADON • • • -JIS 0000•• •000 z •• �I • • Qk z - - 0000•• {'---_a4{_____f_;TiIt__--1�__E__J�1____ _0•••••0••0•0••••••• �•••-••-•••••••• I88a8a_r� +tr`S{�z2v3�m• I'0c�NaT II�^n�••] •••• --______T . 0000 00 0 •______�- FNT— OF • CNMBSREWS I ttPE •••• • /10 M SYS 2/SUE 1/8'THNx AYY /ENCTHMO YAUN TYKE WUU •• • • •TUBES MAY BE NOTCHED HO ALLOW INSTALLATION AS QIP ANGLE 1 •••0••Ckx mM AFTER,ASSEMLY A M SMS • 0 1-1/r O.C.MR. 000 •0•• •ACSS HOE FOR�� T (nzOCILTHSM !K INSTALLED INETER " S DI EC0CW • 1 I Z �S 1'O.C.MN. I z J:° 0aR 1 Wlnsk 1-3/4•x 2•x 1/8•(FTU 2 TIDE) 3/4•x r x 1/e•FOR(IV TUBE) O ALUM ATE WTO FIT T SINSIDE TUBE gni t ANCHORS DETAIL N1 - METAL TO METAL CONNECTION q C 6IW e #14 SMS/TExS i SUBSTRATE I Ed.-YIN.EOCE oIST.YOL Cl 10 CL W' M METAL2PETAL-1/8'MR.THR.-STEEL FY-36 x51 YIN.1/8•MIN.TNR.ALWMUM(6063-t5 M-) ARW nODUCT RSVLSEDi F.A. m%70682 � Awdh Pro FTodh 1 j E �' C.ATi. SB _ 3 ` JUL`2 1;2014 AP, .Yo oN°a 19 iJllj I---, ntlml�De/e PloOuel Cbop01 t I drawing !J/ M04-04 I .sheet 8 Dt g AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER#61G20-3•METHOD 1 OPTION D FL20359 ••�� Date:04/18/2016 • • Detailed Product Description: '„• • • Manufacturer:MR.GLASS DOORS AND WINDOWS INC. ,,,,,, ••��•• �. Manufacturer Address:8120 NW 84'"STREET,MEDLEY,FL 33166 •••:•• , • Model Name:SERIES MG-300 ALUMINUM HORIZONTAL SLIDING WINDOW ..•• •••••• Maximum Width:126"(XOX)96"(XO) •.••• • ' • Maximum Frame Height: 74" •••••• • . ,,,,� Maximum Load:+90 PSF.-140 PSF(Large Missile Impact) • • :•• • Installation Drawings#W16-26 •• • . .' This product complies with the High Velocity Hurricane Zone(HVHZ)testing requirements. , • •••••• •• • The above maximum parameters do not occur simultaneously. •• • ••. • . , See installation drawings for combination of span vs loads. Comparative analysis used X Yes No Mandatory Tests(Tested In accordance with AAMA 101/1.5.2/NAFS-02/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT# Sealed by ASTM E283 Air Infiltration Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega,P.E. Leakage Laboratory,Inc. ASTM E331 Water Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega,P.E. OR ASTM 547 Penetration Laboratory,Inc. &TAS 202 ASTM E330 Uniform Static Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega,P.E. &TAS 202 Air Press. Laboratory,Inc. ASTM F 588 Forced Entry Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega,P.E. Laboratory,Inc. 9360 Sunset Drive,Ste 220 1 Miami,FL 33173 1 T:305.264.8100 1 F:305.262.6978 1 www.afceng.com aifarooaCoDafceng.com Supplemental Tests(Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT# Sealed by FBC 1626.2 Large Missile Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega,P.E. (TAS 201& Impact& Laboratory,Inc. 203) Cyclic Under the limitations of the attached installation drawings,to the best of my knowledge and ability,the above product conforms to the requirements of the 2014 Florida Building Code. • Evaluation Report Engineer: �,,, �,,, • ; �'• • No 70592 •••• •••• •••••• * • • • '9. ST OF •••• ••:••• Javad AhmadPE#70592 ':;cs' o a�•° G��`�` •• •• "••" AI-Farooq Corporation EB#3538 ,,,,,,,. •••••• • • Signed 04/19/2016 • • • • 9360 Sunset Drive,Ste 220 1 Miami,FL 33173 T:305.264.8100 F:305.262.6978 1 www.afceng.com alfarooQ@afceng.com - (2)ADDL. ANCHORS WINDOW WIDTH 98" Few $EE CHART N SHEET 4 (4)ANCHORS TYP. WINDOW WIDTH _ Ilp /'AT MTG. STILE ENDS 6" MAX. / AT 4"O.C. A f FALSE MUNTINS (2)ADDL.ANCHORS �m 3 HEAD/SILL 6 (SURFACE APPLIED) SEE CHART Z n '� CORNERS MAYBE USED - ON SHEET 4 (4)ANCHORS _ _ h �7a `I'1 6"MAX, ((((//''''''''AT MTG. STILE ENDS F a HEAD/$ILL A - �AT 4"O.C. FALSE MUNTINS I ! CORNERS (SURFACE APPLIED) �,O°.v., I-l- I MAY BE USED IS-�- IV _ a °t I it II- !I ii ii IQ� it • • • 0�,�� 7 n Ir it ICF�0:eh 0 Log iO 'G ti u 1: 7 7 II n Ii 7 •••••• ° 0p • re S2 � � �I �__Iz��_ II cT='�__ �� •••••• • /��ZZJ°J I^J W N LL • m I' It It 1pg - d -% c�. �I li ii % it •••••• ••• LL,'E7�t $� ••• NT Z � 3C µWI j II Z Ell! j _I If II I •••• •••• \ m • ••• P 11 11 � I I I II 1' - �_ • • Z *0000 1 II II �I 11 I� I •••••• • I _11 II I 11 I ' •-••• •••••• • N Of •• I I 7y)I. • LDIn32 3/8" 32 3/8" 43 3/8" 43 3/8" M az ••• • = • • •O �oD.L. OPG. D. L. OPG 70 0.L. DPG. D. L.OPG.37 3/16" 48 3/16" VENT WIDTH VENT WIDTH p N r7 H TYPICAL ELEVATIONS $aD J o 89 3/4" TESTED UNITS THESE WINDOWS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. a N 3 I` ' WINDOW WIDTH SHUTTERS ARE NOT REQUIRED. Z (4)ANCHORS SERIES MG-300 o 6' MAX. HEAD/SILL AT MTG. STILE ENDS A� �AT 4"o.c. ALUMINUM HORIZONTAL SLIDING WINDON�W c� 2 DO W 6 � � CORNERS '�� DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER c -� CHARTS SHOWN ON SHEETS 4 & 5. A-THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SRE SPECIFIC ! 1 T APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE PROJECT,I...WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. I II B-COMRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND II COMBINATIONS OF H.R./H.R. OR HORIZ. ROLLING WITH OTHER INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION =i------ _--- I WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING PRCV OED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. C _ n II 7 F.B.C. APPROVED MULLIONS IN BETWEEN. o C-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF - q I LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL ALTERED Br ANr MEANS. a WILL APPLY TO ENTIRE SYSTEM. D-SRC SPECIFIC PRCJECT5 SHALL BE PREPARED BY A FLORIDA REGISTERED N. ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RE CGRD IF O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ! 33 --�r---- --�---- REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). _SPECIFlC DRAWINGS FOR REVIEW. . Z u) -_ �j II �� E-THIS P.E.D.SHALL BEM THE DATE ANO ORIGINAL SEAL AND SIGNATURE OF C n II WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED 9. Of o _L _ u_.__ 1 1 - aF---- LOADS TO THE STRUCTURE. Of ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS FL #20359 cI II II EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I 'F 11 I' ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE V11111I I IYTAA •a (I N NOT PART OF THIS APPROVAL. ��J�•!AP'PA,y T", A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. _ No.70682 m¢ MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT = S? 8 32 3/8" 48 1/8" a z COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE �o REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. 6 drawing no. D.L. OPG. D. L. OPG 0 'd 5 MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION37 '�yN ' „oP••'(�� W16-26 VENT LABELING TOCOMPLY WITH SECTION 1710.8.2. 7 3J WIDTH 1RNT 1 10 8 2 FLORIDA BUILDING CODE. ,��A�s�®�AaL O, sheet i of 10 74' 63' WINDOW HEIGHT WINDOW HEIGHT 69 13/16• 58 13/16' VENT HEIGHT VENT HEIGHT 66 13/16' 55 13/16• D.L. OPG, n T m D.L. OPG, n Ag JA Z\� n f2n\y;y Vplr x ��X y r y N IE o� Jo 1 -ai-ai a F O o +moi Q V ot #nZ 0. f £ o. n o = I p I N N I C Plo ` i _ _ y ',7 Z, m U 11 11 11 '\17�\ 11 I I n 11 � ;ill D 6•Max. s'MAx. Ins m JAMB JAMBS rn n� CORNERS v� ai°� o9z �cL C 6'MAX. 8' L1AX. n inn JAMB JAMBS m y!" o CORNERS oaz _ r l/� 0 m N O z Z N r 0 w cO d ••• • • • • • • • • w � ••• •• • • • •• \'Cj • ••• ••• • •• • IIIILI `t1````� •• t • 1 / 1 • 1•• 1 1 r 04-18-16 -� MG-300 ALUM HORIZ.�2 &NG ADW. L.M.I. a revisions: �� ( t AE--FARO CORPORATION no p e y escn Ion _ - _ MR. GLASS DOORS Y WINDOWS INC. ENGINEERS&rRooUcr DEVELOPMENT 9360 SUNSET DRIVE.SUITE 220 8120 N.W. 84 STREET MIAMI.FLORIDA 33173 (C.A.,V 35,78) j 'gyp I dr.AY TARq —...—.___ N , ---- MEDLEY. FL. 33166 TtL c•0sxe4•I100 • FAX.(305)2626978 10 QT �� 61' --- TEL. (305) 470-8284 FAX.+305)•470-82 (••__•_•_,.•- COMP ANL�W 16_26MG • •• •• • • • •• •• ••• • • • ••• • • 1/8" HEAT STREN'0. CLASS 3/16" HEAT STREN'D. GLASS 3/16"HEAT STREN'D. CLASS 090" Interlayer .090" Interlayer .090" Interlayer ,p Butocite PVB Butocite PVB SentryGlae By 'Kuroray Americo, Inc.' By 'Kuroray America, Inc.' By 'Kuroray America, Inc.' Z > �� 1/8"HEAT STREN'D. CLASS — 3/16" HEAT STREN'0. GLASS 3/16' HEAT-STREN'D. CUSS Q f I a r SILICONE SILICONE .SILICONE so�i l� m DOW 795 m DOW 795 m DOW 795 GGG��• !V ] 22 ] 22 I �: \ g 22 11 • N m 1 N Ul / N / 9*0 Q • IL 0 I •••••• IL • •• 10 & •.• LLZI f 0 •• J W G ^ W O \ •.•• • u 2B AT 1/4 POINTS ON LITES w 2B A7 1/4 POINTS ON LITES YB AT 1/4 POINTS ON LITES • . • L a.0 E , WIDER THAN 36"ONLY WIDER THAN 36"ONLY WIDER THAN 36"ONLY 0000 ••• Q W m$��" •I • GLASS TYPE `A' GLASS TYPE 'B' GLASS TYPE 'C' 90:00: ••• �_�i • 5/16"OVERALL LAM. GLASS 7/16"OVERALL LAM. CLASS 7/16"OVERALL V.M. GLASS •• •• • Z • I •• •.••.• °o • • • • N o 0 1/8"TEMP. CLASS 1/8"TEMP. GLASS 1/8"TEMP. GLASS •• ••• ig Z •• 1/4"AIR SPACE 1/4"AIR SPACE 1/4"AIR SPACE •0 • 0 :..0 �Z '_ 0"600 1/8' HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 3/16' HEAT STREN'D. GLASS • !,Q (ail�j • 090"Interloyer 090"Interlayer 090"Interlayer N ,o Butocite PVB Butocite PVB SentryGloa 0= O r7 m By 'Kureroy Americo, Inc.' By 'Kuraroy Americo, Inc.' By 'Kuroray America, Inc.' = C) M m 1/8"HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 3/16' HEAT STREN'D. GLASS N LL a a j�3 Z} n Z �u SILICONE Z r SILICONE F SILICONE $ O N O v m DOW 795 m DOW 795 mtALLSIZEPS 795 w N 3 to N �co S 22 22 ` g C------_� GpAT 1/4 POINTSAT 1/4 POINTS xTS 29 ALL SIZES 29 ALL SIZES w vi v, I GLASS TYPE 'Al' GLASS TYPE 'BI' GLASS TYPE 11' 11/16"OVERALL INSUL. LAM. CLASS 7/8"OVERALL INSUL. LAM. GLASS 7/8"OVERALL INSUL. LAM. GLASS c d GLAZING OPTIONS o c Sealed 4-18-16 UI__lTi, �r� j. ��.....e�� 1/4" AIR SPACE CONSISTING OF: `o 'DURASEAL' EDGE SEAL SYSTEM .70692 .lo BY 'OUANEX' . 5t — drawing no. -26 FL #20359 NA1 sneet_3 of 10 ��uulnl_ DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) (XO OR OX SIZES) (XO OR OX SIZES) (XO OR OX SIZES) GLASS TYPES CUSS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES FRAME DIMS. 'A'k'Al' 'B' k'Bt' 'C' k'Ct' FRAME DIMS. 'A'k 'At' 'B' k'DI' 'C' k'C1' FRAME DIMS. 'B'k'B1' 'C'&'Ct' FRAME DIMS. B.k'Bt' 'C'k'Ct' WIDTH HEIGHT EXT.(,) INT.(-) EXT,(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+)I INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT•(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) O VIZI 26-1/2' 80.0 80.0 80.0 80.0 90.0 140.0 `24' '80.0 80.0 80.0 80.0 90.0 140.0 1 55-1/2" 80.0 80.0 90.0 140.0 54" 80.0 80.0 90.0 140.0 w ? la 37" 80.0 80.0 80.0 80.0 _90.0 140.0 38" 80.0 80.0 80.0 80.0 90.0 140.0 i 9-11/16 80.0 80.0 90.0 140.0 B3' 80.0 80.0 90.0 110.0 53-1/8- 80.0 80.0 80.0 _80.0 90.0 140.0 48' 80.0 80.0 80.0 80.0 90.0 140.0 II` 83-1/4" 26 80.0 80.0 90.0 140.0 1 72' 24" 80.0 80.0 90.0 140.0 W 6.1',m i3O 63" 26" 80.0 80.0 80.0 80.0 90.0 140.0 60' 24' 80.0 8010 80.0 80.0 90.0 140.0 I 94-1/4" 80.0 80.0 90.0 140.0 81" 80.0 80,0 90.0 140.0 dW 74" 80.0 80.0 80.0 80.0 90.0 140.0 72' 80.0 80.0 80.0 80.0 90.0 140.0 55-1/2" 80.0 80.0 90.0 140.0 90' 80.0 80.0 90.0 140.E O:0 G 84" 80,0 80.0 80.0 80.0 90.0 140.0 84" 80.0 60.0 80.0 80.0 90.0 140.0 9-11/16 80.0 80.0 90.0 140.0 54' 8(L0 _80p 90.0 _ m 96" - - 80.0 80.0 90.0 140.0 96' - - 80.0 80.0 90.0 140.0 83-1/4" 38-3/8" 1* 00 ego 80.0 80.0 90.0 140.0 '63' 8S0 750.0• 90.0 140.0 0 g; i 26-1/2- 80.0 80.0 80.0 80.0 90.0 140.0 24' 80.0 80.0 80.0 80.0 90.0 140.0 94-1/4' 80.0 80.0 90.0 140.0 72" 36" 80.0_ 80.0 90.0 �40.Q S ff a Q g' •. 37" 80.0 80.0 80.0 80.0 90.0 140.0 36" 80.0 80.0 80.0 80.0 90.0 140.0 55-1/2" 80.0 80.0 90.0 140.0 8t" 850 �O�A 90.0 140.6 O R 53-1/8' 80.0 80.0 80.0 80.0 90.0 140.0 48" 80.0 80.0 80.0 80.0 90.0 140.0 9-11/16 80.0 80.0 90.0 140.0 90' 800* i0� 90.0 140.0 pmp 0 63" 38-3/8" 80.0 80.0 80.0 80.0 90.0 140.0 60" 36" 80.0 80.0 80.0 80.0 90.0 140.0 83-1/4" 50-5/B" 80.0 80.0 90.0 140.0 54" 80.0 80. 90.0 14!0.0 LL 2 N 74" 80.0 80.0 80.0 80.0 90.0 140.0 72" 80.0 80.0 80.0 80.0 90.0 140.0 94-1/4" 80.0 80.0 90.0 121.4 63" 8%0 80.0 90.0 '1pU� 1 8 f I 84" 80.0 80.0 80.0 80.0 90.0 140.0 84" 80.0 80.0 80.0 80.0 90.0 140.0 55-1/2" 80.0 80.0 90.0 140.0 72" 48" -80.db E(1b 90.0 14DA =t4 s J f _ Q Wmf W •e• 96" - - 80.0 80.0 90.0 140.0 96" - - 80.0 80.0 90.0 140.0 9-11/16 63" 80.0 80.0 90.0 111.5 81' 8*4 jW 90.0 6140.0 26-1/2' 80.0 80.0 80.0 80.0 90.0 140.0 24" 80.0 80.0 80.0 80.tl 90.0 160.0 83-1/4" 80.0 80.0 90.0 97.5 90" 80.0 80.00 90.0 0400 T f A-A i A 37" 80.0 80.0 80.0 80.0 90.0 140.0 36" 80.0 80.0 80.0 80.0 90.0 140.0 55-1/2' 80.0 80.0 70.9 98.5 54" 80.0 80.0 90.0 140.0 Z 9 0 0 0 53-1/8" 80.0 80.0 80.0 80.0 90.0 140.0 48" 80.0 80.0 80.0 80.0 90.0 140.0 9-11/16 74' 80.0 80.0 62.2 86.4 63' 8e.d ob" 90.0 140.0 63" 50-5/8" 80.0 80.0 80.0 80.0 90.0 140.0 60" 48" 80.0 80.0 80.0 80.0 90.0 140.0 72' 60" 84,0 80.4 90 0 140.0 a3 3 0 •�• •• 74" 80.0 80.0 80.0 80.0 90.0 140.0 72' 80.0 80.0 80.0 80.0 90.0 140.0 81" 80.0 80.0 90.0 010740 !� I Q h 84" 80.0 80.0 80.0 80.0 90.0 138.7 84" 80.0 80.0 60.0 80.0 90.0 110.0 90" t 0 90.0 102.4 Z �Z 96' - - 80.0 80.0 90.0 121.4 96- - - 80.0 80.0 90.0 128.0 54' 80.5 80.E 90.0 010040 !3 0 0 26-1/2" 80.0 80.0 80.0 80.0 90.0 140.0 24" 80.0 80.0 80.0 80.0 90.0 140.0 63" 80.0 80.0 80.6 111,9 I w 8 s ! 37' 60.0 80.0 80.0 80.0 90.0 140.0 36" 80.0 80.0 80.0 80.0 90.0 140.0 72" 72 80.0 80.0 69.4 96.4 !ni M 1-10 Y 53-1/8" 63" 80.0 80.0 B0.0 80.0 90.0 140.0 48' 80.0 80.0 80.0 80.0 90.0 140.0 81" - - fi1.9 85.9 '= p M r 63" 80.0 80.0 80.0 80.0 90.0 140.0 60' 60" 80.0 80.0 80.0 80.0 90.0 140.0 I a0 0 74" _60.0 80.0_ 80.0 80,0 90.0 126.5 72' 80.0 80.0 80,0_ 80.0_ 90.0 136.5 U)3 64' 80.0 _80.0 80.0 80.0T. 80.0 111,5 84" 80.0 80.0 80.0 80.0 90.0 117.0 I<I Z}h 96" - - - - 90.0 97.5 96" - - - - $C7 N. . OC w26-1/2" 80.0 80.0 - - 24" - - 80.0 80.0 - - 37" - - 80.0 80.0 - - 36" - - 80.0 80.0 - - 53-1/8- 74' - - 80.0 80.0 - - 48" 72" - - 80.0 80.0 - - -0 --1 63" - - 80.0 80.0 - - 60" - - 80.0 80.0 - - 74' - - 80.0 80.0 - 72" - - 80.0 80.0 - - 84" - - - - 90.0 140.0 84" - - - - - - 50-5/8" L7.4- 6" - - - - 90.0 140.0 ru� 96' 48" - - - - 90.0 140.0 '' OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH o - - - - 90.0 140.0 Td 72" - - - - 90.0 140.0xo oR ox'a" 83" - - - - 90.0 132.79 84' 60' - - - - 900 140.0" - - - - 90.0 125.0 < 96" - - - - 90.0 128.0 y r N C N� O O Ill (1/2W) (1/2W) C i _ Sealed 4-18-16 f � � �1111innulj 7� `�•``Jp0,A0P��•,, ' p '�•"VO£NSF'• LYo.70592 '=1, it a �' OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH NOTE: - x 'XO OR OX' GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) �Qc� I drawing no. AND FLORIDA BUILDING COMMISSION ��` � DECLARATORY STATEMENT DCA05-DEC-219 FL #20359 '' �+L11`�� sheet 4 of 10 __� DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XOX SIZES) (XOX SIZES) (XOX SIZES) (XOX SIZES) 4rV IT GLASS 7YPES CUSS 7YPE5 GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES L% JFRAME DIMS. 'B'k'BI' 'C'h'C1' FRAME DIMS. 'B'k'B1' 'C' k'Cl' FRAME DIMS. 'B' k'81' 'C' k'Cl' FRAME DIMS. 'B'k'Bt' 'C'& 'CC WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT,(-) EXT.(+) INT.(-) WIDTH HEIGEXT.(+) INT.(-) EXT.(+) INT,(-) WIDTH HEIGHT EXT.(+) WT.(-) EXT.(+) INT.(-) 0 HT 18Y TOPICA HORST L ANC WOOD BUCK SEE EIEv. Y -------------------- 4 FOR SPACING - U N mr - ___ ----__-- � ° • - ., EDGE 0157. METAL 'i F.B.C.APPROVED II a s d Q y EDGESTRUCTURE j l MULLION & MULLION ANCHORS I j DIST. I I SEE SEPARATE APPROVAL I I Z m m II C m 1 EDGE DIST. �.Op`101V (AA ,s 3 � � .•. ��Qpy�lV • •• •••• � •••••• • OGS • • • CCCM g''. • 9 TYPICAL ANCHORS TYPICAL ANCHORS • •TOMOL ANCHORS••• 0.p G ~00000 SEE ELEV. SEE ELEY. 5[E ELEV, ;i FOR SPACING FOR SPACING •••P•I•SPACING • O: Z 1 • WOOD BUCKS AND METAL STRUCTURE NOT•BK•NIR. GLASS ••• Q m •• +� + y MUST SUSTAIN LOADS IMPOSED BY GLAZI zST M • L� • ,I !� AND TRANSFER THEM TO THE BUILDING STIj TUf7 •-• • •�•• ) WEEPHOLES' TYPICAL ANCHORS: SEE ELEV. FOR ttftf•0 • I= - o • W1 = i" X 1/4" WEEPHOLES AT 2-1/4•' FROM EACH END 1/4" DIA, ULTRACON BY 'ELCO' (Fw177 Al,Fy-155•KSI) • ,o p •�_• 0• W2 = 1-3/4" X 3/8" WEEPHOLES AT 5-1/2" FROM EACH INTO 2BY WOOD BUCKS OR WOOD STRUOFURES• ••• z • n 1 ' END WITH PLASTIC BAFFLE 1-1/2" MIN. PENETRATION INTO WOOD (94AIL:/JAMBS) Z 3 ••I •• Ix THRU 1BY BUCKS INTO CONC. OR MASONRY • Qg w 4 Q SEALANTS: iF d " u 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) N ,n 0 a c W y = ALL FRAME CORNERS, FIXED MEETING RAIL TRACK INSERT 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) o N o M 3 F �1 AT EACH END AND INSTALLATION SCREWS IN SILL SEALED x �C)a m $ W5 WITH ALUMINUM COLORED SEALANT. DIRECTLY INTO CONC. OR MASONRY °D c 1-1/2" MIN, EMBED INTO CONCRETE (HEAD/SILL/JAMBS) IN;I'' a 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) I g Z>n L X14 SMS OR SELF DRILLNG SCREWS (GRADE 2 CRS) m F INTO F.B.C. APPROVED MULLIONS � ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIM SPACE) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) " (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 19 " 9 1' '' I o 13 TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. - va 15 18 INTO WOOD STRUCTURE = 1" MIN. vI 1 INTO METAL STRUCTURE = 3/4" MIN. 2 I WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. T O18 I J CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. c v B C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 P51 MIN. •.°2 °' N se _ w, + I � Sealed-4-18-16wi _ a EDGE DIST. Z No.70592 o % S r= x < W2 ° L v •\ ° _ o° ♦ WOOD BUCK c o v TYPICAL ANCHORS • 1 TYPICAL ANCHORS \i® C� drawing v no. SEE ELEV. SEE ELEV. C P,.•' ° FOR SPACING �'�`S'3 ••• �C9 W1 6-26 FOR SPACING EDGE DIST. FL #20359 '. RIA1 �`�` ��O I I I I n�` sheet 6_of 10 VENT WIDTH �4sm� OE 1/4•MAX. 1/SHIM% O 25 (1) J SHIMS Z b 6 7 4 TYPICAL ANCHORS D.L.O. OPTIONAL TO SEE ELEV. W N(I 24 SPRING LATCH FOR SPACING/1/2' 2 A Q d ?N vo fl ---- ------- I • 27 z=LL . .. 4 O.L. OPG. Q W A f EXTERIOR ,er UCKS ° ••.••. •••• �) •• W000 B WINDOW WIDTH ::.::o ? m I • I TYPICAL ANCHORS XO LAYOUT • • : • 3 °I • SEE ELEV. OX OPPOSITE •••• •• •• FOR SPACING ••• • Z • ,gng I • VENT WIDTH •••� w 4MAX. / - SHIM O o 25 1/4• MA%. O_ 4= M SHIMS '0 o 8 TYPICAL ANCHORS O.L.O. 7 24 OPTIONAL TO D.L.O. SEE ELEV. (N!3 3 L` c FOR SPACING SPRING LATCH Z y METAL -� - __ __,_.__� ___ _ • o CJ �n STRUCTURE —1 M 4 o �� _ I'F�r��jjll 24A � .`^� n 1 T/4' I 19 19 ______ ______ _ _ _. - - 27 --. 1 p•. � a 6 17 I Y e• _ ..a of 4 WOOD SUCKS •A D.L.OPG. V WINDOW WIDTH ' p e �I TYPICAL ANCHORS v o� SEE ELEV. XOX LAYOUT FOR SPACING Sealed 4-18-16 No.1D592 �1 sR S . ' %. Browing no. FL #20359 EDGE GIST. t*. e LmN 1 METAL F.B.C. APPROVED `D MULLION h MULLION ANCHORS 3 EDGE DIST. STRUCTURE SEE SEPARATE APPROVAL Z C ° ZI IF- �wG _ p'•,. — _ /� EDGE DIST. (H ) � � • • • V pui e/ •i ••• ALT. • • O a 0< ti' to TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS •f!••• • Q y1 Z O ••• SEE ELEV. SEE ELEV. SEE ELEV. w o 4� ! ' • FOR SPACING FOR SPACING FOR SPACING m W_ ••••• •ff! ••• LLZ02 • • ! • �OOa LLJ1� •.!• •!• Q W 015 W •ff Lf • • • •••• •• !• • Z •�••!• •f•••! m • • Ib• • 130 ^ • • • •!!• ';Lin •ol •• • • ) • 2 • n • 3 •i• f• w x ga"T m 1/4"MAX. 2 00 J O SHIMS OC V 3 w Y S ALT. I Z L}v1 TYPICAL ANCHORS O W o SEE ELEV. LJ OC w FOR SPACING L J 2, t' rn TYPICAL ANCHORS o o' SEE ELEV. a� I FOR SPACING w III u d dI } I g p. I ALT. s i Sealed 4-18-16 A® INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER ` .A�dRf./''•\ m a _ Wo.70582 drawing no. W1 6-21 EDGE DIST. ' FL #20359 ''rs®�A4AA � •, /�uIIIIN�� sheet 8 of 10 ITEM PART �2.848� {� QUANTITY DESCRIPTION MATERIAL HANF./SUPPLIER/REMARKS 1.189 1O I I 1 MG203 1 FRAME HEAD 6063-T6 �( 2 MG301 1 FRAME SILL 6063-T6 'r1O .621 I 3 MG302 1 SILL TRACK INSERT 6063-T6 - z J� 1.496 _4 -MG303 AS-REDD. FRAME.IAMB - 6063-T6 - C 2.313 1 502 Abp 5 MG212 AS REDD. FLUSH FRAME ADAPTER 6063-T6 - Q g ?�j�& 3.188 062 6 MG204 1/VENT FIXED MTG. RAIL 6063-T6 - itV In'O O m VI LTYP_ 7 MG205 1/VENT VENT INTERLOCK 6063-T6 - 0 1. y( I 8 MG304 1/VENT JAMB STILE 6063-TG - •• TO VENT TOP/BOTTOM RAIL 9 MG207 2/VENT TOP AND BOTTOM RAIL 6063-T6 - • Q N 2.406 10 MG208 AS REDD. GLAZING BEAD (5/16"GLASS) 6063-T6 - •_ ••�• V eNi • •••• IDA MG209 AS REDD. GLAZING BEAD (7/16"CUSS) 6063-T6 - •• • • Q'pmo C M g L1.189J .062 • 1.439 •--• O IL O Q N 1• • 108 MG210 AS RE00, GLAZING BUD(INSUL. LAM. GLASS) 6063-T6 - •••••• • •• 01 FRAME Q -3 G V FRAME HEAD nP• 13 MG305 AS R7EOD. ADD-ON SILL RISER 6063-i6 __•••••• cc 2 14 MG321 ♦/VENT .ROLLER HOUSING & GUIDE CELCDN - •• LL W a • • 2.076 •a'•1 _ -2.910- 15 MG322 2/VENT ROLLER _ BRASS - • • f f • 1.189F 16 MC323 2/VENT ROLLER PIN ST. STEEL - 9000 • Z�Z��11 a J 1.189 •• Q W 91 • • 17 #'10 X 1" AS REDD. FRAME/VENT ASSEMBLY SCREWS CRS PH SMS••A••• - • 18 #10 X 3-1/2" 2/VENT FIX, RAIL SILL SCREWS(SILL END) _ CRS PH SMS • ♦ ••• +, •-•_t • 7.531- 19 W222322 AS REDD. FIN SEAL W'STRIPPING - ULTRAFA%•`•• • Z • • •• 22 E202 AS REDD. GLAZING BEAD BULB NEOPRENE_ ULTRAFA••••••.•�• ��.. 00 • 062 Q JAMB STILE 24 SL203P 2/VENT SWEEP LATCH,AT 10-1/4"FROM EACH END ZAMAK SULLN,4g h A'sV • 3 ^a • .078 NP 24A #8 X 5/8" 2/LATCH LATCH INST. SCREW ST. STEEL FH SMS 0004 i 8 •�• •• 3.9492.406 TO.91�F� 25 MG211 2/VENT SPRING LOADED LATCH 6063-T6 ALTER;: P LATCH • Z • �i I • ••� •• 3.074 2 538 3�� 25A - 1/ LATCH LATCH SPRING ST.STEEL - •• • ••• 4Ci • • 26 2/WOW. HI-FLOW WEEPER PREFERRED ENGINEERING PRODUCTS ISI 1.189 1.403 27 - 1/VENT 5/16" BOX SCREEN - OPTIONAL N K a 28 - AS REDD. SILL INSERT, 2"LONG 6067-76 AT MTG. STILE LOCATIONOz 0 a m 29 - AS REDD. SETTING BLOCK AT 1/4 POINTS I EPDM J.DUROMETER 8015 SHORE A I co I V) 1.537 z�jo O2 FRAME SILL (� VENT INTERLOCK I n o .062 2.844 .062 .660 .528 -r •500J___7 " .250-�- I � B. 1.345-••1 Lt09 0621.789 � ryP. 13 ADD-ON SILL RISER 0 SILL TRACK .094 I I--1.969 2.786 -.1 r.,25 1.961---y 6O FIXED MTG. RAIL _r T .500 o u .672 1.000 o .062 �- .062 NP. u c 1'122 �l Sealed 4_-18-16 V FLUSH FRAME ADAPTER 28 SILL INSERT Im 2.974 2.848 ,r tv �Q/ o .965'078 1.421 �3� .458-1----i --1 x,134 ��)p�VGENSLc";'V 0 T- -£ 1-n-_75 }- -� T- LA .78�1 .050 .865 .78 1 .050 .865 .78L .050 .865 =L"'. y.I S ..r 8 1.000 1.029 I I I - .876 F--1.096 F--1.096 F--1.096 87 drawing n6 o f 0 W 16-26 ♦ FRAME JAMB 25 SPRING LOADED LATCH FL 20359 C GLAZING BEADSIV ��is�l AL sheet_9_of10 �IiI I 7 7 - 17 r N Y � I m i / 0000 QOM' u 1 • •• 0000•• • �Z �` a �t I 000000 0000 L Zo I• •• 0,0 : 0000 ••• Qwmf • ,I i • 0000•• `-� • • 0000 �. FRAME TOP CORNER •• •• • - 1 Z •�• • 0000•• • � m • • • o I • 0000 ` Q N VENT TOP/BOTTOM CORNER .0 • z • oz •N •0 •• • ••• • • • o -k! w O O N M r iQ�y 17 g 00 m ap 1 0 B /• c 0 4 I vi w) T c 4 0 v o c FRAME BOTTOM CORNER Sealed 418-16 h � � ' No.70571 FIXED MIG. RAIL CORNER FL #20359 ' S„�vA� `� sheet 1 of 10 AL-FAROOQ CORPORATION ® CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER#61 G20-3•METHOD 1 OPTION D FL 20352 ••�••• • • .•.. •.••.• Date:04/15/2016 • . • • Detailed Product Description: •• • : • • •• Manufacturer:MR.GLASS DOORS AND WINDOWS INC. • •• ••• •••• Manufacturer Address:8120 NW 84TH STREET,MEDLEY,FL 33166 •• :•••• •••• •••• • • Model Name:SERIES MG-200 ALUMINUM SINGLE HUNG WINDOW • • • • •••• •••• ••••• Maximum Width:53-1/8" • • •••••• • • ••••• Maximum Frame Height:96" 000000 0••••• 0••0:0 Maximum Load:+80 PSF,-140 PSF(Large Missile Impact) • Installation Drawings#W16-20 : • : • • 0000:. This product complies with the High Velocity Hurricane Zone(HVHZ)testing requirements. : 000 • ;••••; The above maximum parameters do not occur simultaneously. '•; See installation drawings for combination of span vs loads. Comparative analysis used X Yes No Mandatory Tests(Tested in accordance with AAMA 101/I.S.2/NAFS-02/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT# Sealed by ASTM E283 Air Infiltration Fenestration Testing 03/11/2016 FTL-8827 Idalmis Ortega,P.E. Leakage Laboratory,Inc. ASTM E331 Water Fenestration Testing 03/11/2016 FTL-8827 Idalmis Ortega,P.E. OR ASTM 547 Penetration Laboratory,Inc. &TAS 202 ASTM E330 Uniform Static Fenestration Testing 03/11/2016 FTL-8827 Idalmis Ortega,P.E. &TAS 202 Air Press. Laboratory,Inc. ASTM F 588 Forced Entry Fenestration Testing 03/11/2016 FTL-8827 Idalmis Ortega,P.E. Laboratory,Inc. 9360 Sunset Drive,Ste 220 1 Miami,FL 33173 1 T:305.264.8100 1 F:305.262.6978 1 www.afceng.com alfar000C afcena.com Supplemental Tests(Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION. TEST REPORT TEST Test DATE REPORT# . Sealed by FBC 1626.2 Large Missile Fenestration Testing 03/11/2016 FTL-8827 Idalmis Ortega,P.E. (TAS 201& Impact& Laboratory,Inc. 203) Cyclic Under the limitations of the attached installation drawings,to the best of my knowledge and ability,the •""• above product conforms to the requirements of the 2014 Florida Building Code. ; �'• •••• •••••• • Evaluation Report Engineer: ��,,,��,,,� ••• •• ••.• .•...• .` �••CE.. �� •..••• No 70592 • • • • Z�.. ST OF Javad Ahmad PE#70592 AI-Faroog Corporation EB#3538 /ONAt-E`:�� • • • • n,811111 Sesbd 4-18-15 • • • • ••••.• 00 0 041411 9360 Sunset Drive,Ste 220 1 Miami,FL 331731 T:305.264.8100 F:305.262.6978 1 www.afceng.com alfarooa@afcena com 53 1/8" �4 V 1\ o WINDOW WIDTH � I N 46 3/4- D14. (FIX. LITE) O z FALSE MUNTINS ¢ - 6"MAX. 20 1/2 IM 2 I m (SURFACE APPLIED) 1rr� HEAD/SILL �� MAX...IMAY BE USED Q*L S j"� CORNERS a I HEAD �,p p`p O JN v; 4 ii • • • ��.yr i j• 5 _____ __ __ _____ •••�•• ••i•• ezaaoo ii• .1 ••• it •••♦DOL ANCHOR •••• W p n I • -' - • AS•REOD. • LL 2♦-Sy Ci tl • •6EE CHART 99*: j p 8 S lL •• g II FOR CAPACITY 2 M •sSs �7N • •••• • QW♦-•1•� S20 • ••••••�--� m3 •i•• • Z 1O♦• • � •i �• N= �_ i /• ii • m ••• I� 3 --:•R J ••� I I I •• Z ad W THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. ii ii O N n m SHUTTERS ARE NOT REQUIRED. u n ? O y 1.1 m O GO o Im 1n3� Y a SERIES MG-200 ALUMINUM SINGLE HUNG WINDOW a 20 1 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER SILL ANCHORS MAX. iO'� CHARTS SHOWN ON SHEET 3. NO FORLRUIREOADS SILL UPTO 80 PSF 46 3/4" APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE D.L.O. (VENT) COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER 493/a' WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING VENT WIDTH F.B.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL TYPICAL ELEVATION ° c WILL APPLY TO ENTIRE SYSTEM. TESTED UNIT u THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE v REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER m� O LOADS TO THE STRUCTURE. al A-THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC C EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PRaea:Le.WHERE rHE SITE coNDrtIONs DEvurE FROM THE P.E.D. FL #20`.352.1 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE B-CONTRACTOR TO BE RESPDNSIBLE FOR THE SELECTION.PURCHASE AND ,�.--- NOT PART OF THIS APPROVAL, INSTALLATION OF HPRODUCT CBASED ON T PROVIDED HE/SHE DOESNOTDEVIATE FROMT E CONDITIONS DETAILED �VAII�y11ivy rJYJ/' „ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ON THIS DOCUMENT. . �� .•••••• \ i + C-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF 'G \ �• ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. ALTERED BY ANY MEANS. �. D-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED z NO.70M i I MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ENGIN[ER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E DR.) - * COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. USE OF THE P,E.D. ENGINEER OF RECORD.ACTING AS A DELEGATED ` ENGINEER TO THE P.ED.ENGINEER SHALL SUBMIT TO THIS UTTER THE SITEp drawing n0. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION sPEnnc DRAvnNcs FOR REVIEW. ®M �� W IOP. 6`�� j �D IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. E-THIS P.E.D.SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF ��Vn�l •• "—�•O LABELING TO COMPLY WITH SECTION 1710.8.2. THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. - JV//��A�ITT\AI� ghEEt Of 8 3/76'HEAT STREN'D. CLASS 1/8"HEAT STREN'D. CLASS M o N I 090"Interlayer 090" Interlayer `o SentryGlos Butocite PVB Z y n jl 'By'Kuroray Americo, Inc.' By 'Kuroray America, Inc.' Q _7 2 QI 3/16' HEAT STREN'D. GLASS 1/8" HEAT STREN'O. GLASSIt a� 4 �il3j SILICONE F SILICONE �oU m DOW 795 m DOW 793 00004 (u ly 3 ut : ••• ••• Q yam••• •• 16 •• • • • V�y N ( ( • 0000•• ••• V aln�� • •0 Z�4 •• 0 Q 0000 0000 • u 8A 8 •0000• 0000• JDm lop �• 23 AT 1/4 POINTS ON LITES w 23 AT 1/4 POINTS ON L1TES 2 r7 s_ w• • WIDER THAN 36"ONLY WIDER THAN 36"ONLY 0•••0• 0 Q w m—•�•'• • • • 000661 j GLA55 TYPE 'A GLASS TYPE 'B' 00 00 0 7/16"OVERALL LAM, GLASS 5/16'OVERALL.LAM. CLASS :00:0: 0 Z 0 • • • 00R 00 1/8"TEMP. GLASS 1/8"TEMP. GLASS 0 00 0 0 0 0 0 i3 3 :0! 0 U X 1/4"AIR SPACE 1/4"AIR SPACE ••�_ .d 3/16"HEAT STREN'D. CLASS 1/8" HEAT STREN'D. GLASS I j N¢ wM d'H 090"Interlayer 090" Interlayer I Z 0 N M r SantryGlos Butocite PVB <^ S m BY 'Kuroray America, Inc.' By 00 'Kuroray America, Inc.' :s D tn3 e 3/16' HEAT STREN'D, GLASS 1/8'HEAT STREN'O. GLASS Z Y� N O w SILICONE w SILICONE ,:�� J.r m DOW 795 m DOW 795 M N N 16 I I C O 8B 8B\ u 23 AT 1/4 POINTS C 23 AT 1/4 POINTS G v ALL SIZES ALL SIZES GLASS TYPE 'Al' GLASS TYPE 'B1' V 7/8'OVERALL INSUL. LAM. CLASS 11/16'OVERALL INSUL. LAM. GLASS C u' .y of GLAZING OPTIONS 1/4" AIR SPACE CONSISTING OF: v ` SPACER: SealesL4_18-16 R;q'HELMA' LOW PROFILE ALUMINUM SPACER �tlr�rBY 'LINGERMANN GMBH'AROUND THE PERIMETER OF THE GLASS. �PERIMETERSEALANTeSILICONE 7 2 =DOW CORNING 791GE 2000 —OR'DURASEAL' EDGE SEAL SYSTEM �, Cs.� BY OUANEX' FL #20352.1 4�rr Pt1AL EQUAL LTTES WINDOWS WIDTH UNEQUAL LITES WINDOWS UNEQUAL LITES WINDOWS 1Ir� DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN.LOAD CAPACITY - PSF ` 1, GLASS TYPES CLASS TYPES CLASS TYPES GLASS TYPES - I_ FLANGE DMS. 'A' & 'Al' B. & 'Bl' FLANGE DIMS. 'A' & 'Al' FLANGE DIMS. 'B' & 'B1' Z i I% WON HEIGHT EXT.(+) 1NT.(-) ----FlNT.(-) I WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) 1N7.(-) Q �" 19-1/8' 80.0 140.0 _ 80.0 80.0 /, 19-1/8' g0.0 U0.0 19-t/B' 80.0 80.0 26-1/2" 80.0 140.0 80.0 80.0 26-1/2" 80.0 140.0 26-1/2' 80.0 80.0 Q 0• R -10 30' 38-3/8" 80.0 140.0 80.0 80.0 /' 37' 80.0 140.0 30' 80.0 80.0 O W 0 37' (4) 80.0 140.0 80.0 80.0 '.i 40' 80.0 140.0 32" 80.0 80.0 0006 a C7 48' 80.0 140.0 80.0 1- 80.0 43' 63" 80.0 140.0 36" 50-5/8' 80.0 80.0 • • ••••• rO •�� •• 53-1/8' 60.0 1x0.0 80.0 60.0 i _ 49' (7) 80.0 140.0 37" (6) 80.0 80.0 • • • Yj H fM- • • 19-1/8" 50.0 140.0 80.0 80.0 = ! 50' 80.0 140.0 46" 80.0 80.0 •• • • ••• V 0 • 26-1/2" 80.0 140.0 80.0 80.o 52 80.0 140.0 ag" 80.0 80.0 ••' •• •••• O o •••• 30' 50-5/8" 80.0 140.0 80.0 I 80.0 / 53-1/8" 80.0 140.0 53-1/8' BO.0 80.0 •••••• • Q y�1A11 tj L I • 37" (6) 90.0 140.0 80.0 i 80.0 /% 19-1/8" 80.0 ( 140.0 19-1/8' 80.0 80.0 �•C z4 • •• / m •••• •••• QmoC�nl • 48" 80.0 140.0 80.0 80.0 �oC> 26-1/2" 80.0 740.0 26-1/2' 80.0 80.0 f • • • LL w N. 53-1/8- 80.0 140.0 80.0 80.0 I I 37" 80.0 140.0 30" 80.o 60.0 •••• •••• j 0 m 7• • 19-1/8" 60.0 ( 140.0 80.0 60.0 tl 40' 74-1/a" 80.0 140.0 32" �6) �08 a •••••• • • Q w Obi Fy 0 1•• 26-1/2" 80.0 140.0 90.0 80.0 _ 43^ (8) 80.0 140.0 36" • *0000 Vi •• •• • -�'•' •• 30' 63^ 80.0 140.0 80.0 80.0 48" 80.0 140.0 3T = U o'• 37' (6) 60.0 140.0 80.0 80.0 50' 80.0 140.0 46' tii •••••• • 2 Z 4E" 1 80.0 1 140.0 90.0 solo EQUAL LITES sz' 1 1 81.0 140.0 19-1/e' 80.0 solo < • • • , N •• • 53-1/8" $0.0 1 140.0 80.0 80.0 19-1/8" 80.0r14 w 28-1/2 80.0 B0.0 ••••3 3 19-1/a' solo 140.0 eo.o solo zs-1/2" solo N 30' 7a-1/a• solo solo o ••• o, $ Z • • 26-1/2' 80.0 140.0 80.0 _80.0 37' 80.0 32' (8) eo.0 e0.0 z •• • a•a •3 3 • • 30" 74-1/4" 80.0 140.0 80.0 80.0 40" 76" 80.0 ? 36' 80.0 80.0 ti (7 U•�j 37' (g) 80.0 140.0 80.0 80.0 a3' (B) 80.0 140.0 37" 80.0 80.0 0 Q W w O Q = w 48" 90.0 140.0 80.0 80.0 48" 80.0 140.0 19-1/8" 80.0 80.0 z V1 0 I J KQ-b 53-1/8' I 80.0 129.6 80.0 80.0 50' 80.0 140.0 26-t/2' 80.0 80.0 V1 w to Z V 2 1_O r1 N 19-1/8" 80.0 140.0 80.0 80.0 19-i/8• 80.0 140.0 Z 30' 766" 80.0 80.0 w V7 m p J o 26-1/2' 80.0 140.0 solo solo 26-1/2" 94' 80.0 140.0 F 32' O solo solo z Oj v i 3 30' 76' 80.0 140.0 80.0 90.0 37' 80.0 140.0 36" 80.0 80.0 p C7 w Z}v1 37' (8) 80.0 140.0 80.0 90.0 s 40' (e) ao.o 141.0 z 19-1/s" tI 80.0 solo a o o w N o 48' 80.0 160.0 80.0 80.0 43' 60.0 140.0 rn 26-1/2' C 84" 80.0 80.0 z N w K w 53-1/8" 80.0 128.5 80.0 80.0 w 19-1/8" 80.0 140.0 w 30" I (8) 90.0 90.0 lW-.. m U1 �a0 19-1/8• 80.0 "140.0 - - N 28-1/2" 90" 80.0 140.0 Z 32" 80.0 80.0 z Q Q a0 K �--- 26-1/2' 80.0 140.0 - - 3T (9) 80.0 140.0 -Q Z Q 30• 84" 80.0 140.0 - - V 40" 80.0 140.0 cL I�-WIDTH U 02< 1 37' (8) 90.0 140.0 - - a 19-1/6^ 90.0 140.0 z ` , 1 �� ` 48' -80.0 140.0 - - 4 26-1/2" 9S 60.0 140.0 O g¢Z W 53-1/8" 80.0 124.7 - - d 37" (B) 80.0 140.0 z z c5 m a o 0 19-1/8" 60.0 140.0 - - z q 28-1/2" 80.0 140.0 - - yI WIDTH 30• 90" 80.0 140.0 - - U = ___ !• 37" (8) 80.0 140.0 - - Z ? Z i 48' 80.0 140.0 - - V) 53-1/8" 80.0 123.1 &I 19-1/8" 80.0 140.0 - - Z 26-1/2" rso 140.0 - - i N� /• \ \ `C' 30• 96" 140.0 - - a w Sealed 4-18-16 - 37" (e) 140.0 - z 4a" 140.0 - - d i UNEQUAL LITES (ORIEL TYPE) � •Jp '�', 53-1/8" 122.4 - - z - �� Y'. VOENSF .., IF, I 53-1/8" 74-1/4' 80.0 140.0 - - No.70892 _: u �• 53-1/8" 76" 80.0 140.0 53-1/8" sa' 80.0 140.0 - - UNEQUAL LITES (ORIEL TYPE) =p`•, a 9 53-1/8' 90" 60.0 140.0 - - SI I '' =f drOwin n0. 53-1/8 96" 80.0 140.0 - - s qQ•'' •• P' i W16-201 FL #20352.1 �ii��®��L1 ��\ �yheet 3 of 8 ICK v TYPICAL ANCHORS x\..� 0 C L lY r SEE ELEV. W000 BUCK U F ______ _ O . FOR SPACING I ro d \ -EDGE DIST. QQ METAL I 1 F.B.C. APPROVED I e d ' d t . STRUCTURE I dSTI j t SEE SEPARATE APPROVAL I Z pp \ EDGE DIST. >< 1 I 0 0.3/.- - I- - 1 1 -z \\ I I EDGE DIST. L------- -------- -'� --- ----- $0040 OI 1 --- -- I 0 A t � s i � � 3 • • •••• rS'oF� �'', N N ~ rn • •• • • • V U Nrl � • I I 9 •••••• •••• C Q• I•' •• TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS_1L• O SEE ELEV. SEE ELEV. SEE EL IY�••• • 0 d�I C• • L'I FOR SPACING FOR SPACING FOR SPACING ¢2 C� •WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS MUST SUSTAIN LOADS IMPOSED BY G(A21IV"TEM • • !, • AND TRANSFER THEM TO THE BUILDINQ•S RE. ••• - U • WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOgsPACYIc a • Z • 12 W1 = 1-1 2" X 5 16" WEEPHOLES AT 5-1 2" FROM EACH END 1/4" DIA. ULTRACON BY 'ELCOFu=17*KSI, F 6155 KSI • N ••� •• 12 OPTIONAL TO / / / � ( Y ) •••• � 3 SPRING LATCH INTO 2BY WOOD BUCKS OR WOOD STRI=CTUVI• • :7. i 8 5• • (� 1-1/2" MIN. PENETRATION INTO WOOD (RMD/SRL/JAMB!)•• •3 3 • • OI THRU 1BY BUCKS INTO CONC. OR MASONRY t B 5 11-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) W 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) •- n a DIRECTLY INTO CONC. OR MASONRY Z^ D m M m 8 a 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) I N w < O I ' 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) I Z N W I 014 SMS OR SELF GRILLING SCREWS (GRADE 2 CRS) S r o X I INTO F.B.C. APPROVED MULLIONS 2 00 g ' W t ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIM SPACE) O � = INTO METAL STRUCTURES I{I o j .STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 16 17 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 13 TYPICAL EDGE DISTANCE 0 z31 NTO CONCRETE AND MASONRY = 2-1/2" MIN. �I INTO WOOD STRUCTURE = 1" MIN. uu°I 1 e INTO METAL STRUCTURE = 3/4" MIN. ° 22 i 1BY WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. T 1 6 wooD BUCK CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. ILE C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm a 2000 PSI MIN. �4 v= Sealed 4-18-16 d �! EDGE'GIST.' ° ' !_ No 70682 1 / TYPICAL ANCHORS \ v ° I 7YpICAL-ANC!{ORS RE00.FOR LOADS °^ i a - drawing no. o �REOD. FOR LOADS d W1 ABOVE 80 PSF ONLY ° W1 SEE ELEV. I J SEEABOVEELEV.80 PSF ONLY .� �•'(y W1 6-20 ` 'moi tag'•. ... FOR SPACING EDGE DIST. �� FOR SPACING FL #20352.1 ' �,, • Irinnlsheet...4__4f..-8-- %-"l u N I L /m Z n ° z 1/4"MAX. 1/4"MAX. Q :4 _. SHIM SHIMS 1/4"MAX. Q a N im� 9 SHIMS I.O O p OI IV N IU 18 I TYPICAL ANCHORS TYPICAL AN"P • O i SEE ELEV, SEE ELEY a FOR SPACING d • FOR SPA W•• µI •W • Y Q 1 1/2" _ _ _ _ __ _ _ 9 1/4 ' 11/4 .••• ••••• a�aka •• \ •••t •••• Q z '• •i N X08 �T __ s ••••i: i••• Q wIf•IY4•• EXTERIOR er 18Y ;0••c•�I• • ? H • D.L.OPG. _ WOOD BUCKS v WOOD BUCKS • d 000 a • m • •••• •3 _WIN OW WIDTH .`• • • a g • • �z ••1 •• TYPICAL ANCHORS •• •• ••• �� • Y� • SEE ELEV. • •� FOR SPACING W 4 1/4"MAX. VN Y SHIM _ N O 0 o METAL p CD O J.4i STRUCTURE N N p APPROVED MULLION TYPICAL ANCHORS W SEE SEPARATE APPROVAL SEE ELN -- FOR SPACING I -------� 18 II II 7 u� I 1 I I -- CO _I ZLI 1 y1 I I _ __ _ _ II II � 1I = _ _ _ _ li jl - o TYPICAL ANCHORS SealedA:1.1 16 SEE ELEV. FOR SPACINGL�`�\ N �� WINDOW WIDTH WINDOW WIDTH No.7O882 n drawing I FL #20352.1 NAL� EDGE DIST. N I METAL F.B.C.APPROVED MULLION & MULLION ANCHORS ` (3. n' s i. EDGE DIST. SiftUCTURE Z SEE SEPARATE APPROVAL O Q�Z- . bz 7 a . n,..• I'I EDGE GIST. I •0000 Wry W II i • • 0000 �0� A •• O10 \N io io •• • : ••• 0 m i • 0000•• 0000 polu-1 �•• ALT. i �a o .+ TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS •••• •••• Q Z • SEE ELEV. SEE ELEV. SEE ELEV. • • • FOR SPACING FOR SPACING FOR SPACING •••i •••• J z$a�.i•0 ••30•• • • Q�umS•IIF• • • 0000• V •• •• • 4f-• •• •00•••3 ox 0iz SSW W N�� J �H z n S cc) 1/4-MAX. D N o SHIMS 3 a 10 ALT. TYPICAL ANCHORS N O c'J SEE ELEV. I w J FOR SPACING vi 1/4" H o DI u _ TYPICAL ANCHORS SEE ELEV. ° v FOR SPACING vl m o AIT. ° °cl ,o Sealed 4-18-16 4 Twnuuu� e t INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER `��.4......... " Q '`.'�TCEN `.�,0 .7 2 EDGE DIST, �� y+ •0.• P',�C9 j W16-20 FL #20352.1 �i NAL ---2'848 i 1'502-"� ITEM / PART N READ. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 090 1 MG201 1 FRAME HEAD 6063-T6 - 7• (� 2 MC202 1 FRAME SILL 6063-T6 - 13 1.876 .874 .062 3 MG203 2 FRAME JAMB 6063-T6 - Z "' TYP. _ Q a _ .062 876 2 848 4 MG204 1 FIXED MTG. RAIL 6063-T6 - f.w m I - �� .090-- -- 5 MC205 1 VENT TOP RNL b063-T6 Q 6 � o f.189 1.189 9 6 MG206 1 VENT BOTTOM RAIL 6063-T6 - CC 0 ` 2,glp 7 MG207 2 VENT SDE-RAIL 6063-T6 - • w '^ 8 MG208 AS ROD. GLAZING BEAD(5/16"GLASS) 6063-T6 f-•-"-i i" Q;a C •r ••• v FRAME HEAD 24 _� AS ROD. - - -•-•-• Q-yi m i I• 2.407 BA MG209 AS ROD. GLAZING BEAD(7/16"GLASS) 6063-T6 •• • • • V��,,'pTTH • 1.189+1 },188 BB MG210 AS ROO. GLAZING BEAD(INSUL. LAM. GLASS) 6063-T6 ^•••.••• •• •- 0 0 2�� • �., 9 - 2/VENT SASH STOP 6063-T6 0 •_, • • Q a O aQ e1 M = (?] FRAME JAMB •041 '�N I•• 10 NG212 AS REOD. FLUSH FRAME ADAPTER 6063-T6 a t.4s6-y tl -� i •_ LL ZLL c FIf 12 SL203P 2/VENT SWEEP LATCH ZAMAK SULLIVAA la•AOSOC. ••• r oa� • 094 2.844 875 - .�010 12A N8 %5/8" 2/LATCH LATCH INST. SCREWS ST. STEEL OH `i1$ give • Q W A• •• 2.063 13 MG211 2/VENT .SPRING LOADED LATCH 6063-T6 ALTFR�T 0 SWEEP LATC ••• •.�._.�-•�.. C----•.!•• 1.19 T,P.062 13A - 2/LATCH LATCH SPRING 5T. STEEL .- � �f• 14 #10 X 1" AS REDO. FRAME h VENT ASSEMBLY SCREWS CRS PH ?.....f • Z n 16 E202 AS READ. GLAZING BEAD BULB NEOPRENE ULTR*AB •�• •I• 1.409 -�.715 L� f•1• �3 18 W73231 NK0008 AS REOD. SIDE RAIL FIN SEAL W'STRIPPING - ULTWAB • • i a � • v I • O FIX. MEETING RAIL (7 VENT SIDE RAIL I9A MG221 2/VENT VENT BOTTOM GUIDE CELCON M8M TIS • Iz z •• •• 1.403 198 MG222 2/VENT VENT TOP GUIDE CELCON M&M PLASTICS • 0 3 .078 1.122- 19.1 #6 %5/8" 1/GUIDE SASH GUIDE INST. SCREW CRS FH SMS TYPE B •_ 20 SL-14A-044 2/VENT ULTRALIFT SPIRAL BALANCE - CALDWELL w N 20A #10 X 1-1/4"1/BALANCE BALANCE INST. SCREW - OH SMS TYPE B Z U1 rq rm 1.625 .078 1.421 22 - 1 5/16"BOX SCREEN - OPTIONAL N 0 M w .985 - - 2.406 23 2/LITE SETTING BLOCK AT 1/4 POINTS DUROMETER 8035 SHORE A U,3 v L124 - 2 HI-FLOW WEEPER - PREFERRED ENGINEERING PRODUCTS Z in . ryp1.029 II N .189---I 131 SPRING LOADED LATCH moo f W i O VENT TOP RAIL 3.072 ! 2.076 .062 NP. p 3.353 2.438 1.232 v 062 1.625 TYP. '• TYP. c a 1.000 7 N o 1.189 .090, .500 - © 2.848 VENT BOTTOM RAIL Sealed 4-18-16 2 FRAME SILL `<<111n1TIT1rr�� h 2.786 --{ 1.583 r--A' .458�---I --I M-.134 T �� 1� 1)OENSp \ 7 g .500 I-P .78}1- .0 •865 .781rf-I .1050 ,g5g .78✓� I .050 I = No.T0592 0 = £ .672 .062 I I drawing v no. F-1.096 F-1.096 F«1.096 0C' ee . �`�S ... "• ' W16-20 FLUSH FRAME ADAPTER GLAZING BEADS FL #20352.1 � �'DAIAL g h 1` sheet 7 of V 7 N 14 � b Z Z �p� %I •••• MVV • y� • • •••• � C • � •• •••••• •00:0 0 •i•• C Mot �i• r p 0a "., r •••• •••• � zl •i ,.•� • • •0*00 =yLL p i •••••• • J VZ011 •• •• •• • --660-466 • • • • F! to ••a •• Loot: • • • Iz a •�E •• •• • ••• •3 Z • • FRAME TOP CORNER 8 w,o VENT TOP CORNER o 0 N3 r� a maas0 I r j o T I c Y. o 0 u o � c Sealed 4-18-16 VENT BOTTOM CORNER Nm 70682• I _ 14 s / drawing no. FRAME BOTTOM CORNER ' �',Cg�'' .•.P'' G`.` W16-2O FL #20352.1 ''i�`®�A�1 .`` `5nr-eec 8 of_9�