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WS-17-531 y rrr WW� - - `ygO1R Miami Shores Village Pt77ilf I C 3W5 LIttEfr 10050 N.E.2nd Avenue NE tqrk '� Gtas a n 1N�t 00 /p dor kiplacem .... " Miami Shores,FL 33138-0000 Phone: (305)795-2204 �S� <APPROVED fi Rtt� lsa Ci te:3/21 019° Expiration: 08/29/2017 Project Address Parcel Number Applicant 10531 NE 3 Avenue 1122310130360 JUAN PABLO D'ONOFRIO Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell PAOLA VERONICA MEDINA 10531 NE 3 Avenue (305)788-9779 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 35,979.62 QUINTERO GENERAL CONSTRUCTIO (786)487-5738 ....n _........... Total Sq Feet: 631 Type of Work:REPLACEMENT OF 15 WINDOWS AND 6 FRE Available Inspections: No of Openings:21 Inspection Type: Additional Info:REPLACEMENT OF 15 WINDOWS AND 6 FRE Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $21.60 DBPR Fee Invoice# WS-3-17-63112 $4.65 03/02/2017 Credit Card $50.00 $338.90 DCA Fee $4.65 Education Surcharge $7.20 03/02/2017 Credit Card $338.90 $0.00 Permit Fee $310.00 Scanning Fee $12.00 Technology Fee $28.80 Total: $388.90 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 AFFID IT. I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an n' g. Futhermore,I authorize the above-named contractor to do the work stated. March 02,2017 Tuthorizeld Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy March 02,2017 1 Miami ShoresVillage - ' g MAR ZU1l Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 5 FBC 201q BUILDING Master Permit No. VJ S 1-7:� -!S � PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [PUBLIC WORKS [:] CHANGE OF ❑CANCELLATION E:1 SHOP /�J /� CONTRACTOR DRAWINGS JOB ADDRESS: l b g � " o f City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: fl 2- Z / O/�) 0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: C OWNER:Name(Fee Simple Titleholder):1.)4LI Opor:fa0/QR®LA U MP-4&4 Phone#: cl77 l Address: 10 6'31 AfC 3 u G City:'N/4/y?1 SA0fZe State: FL Zip: Tenant/Lessee Name: Phone#: Email: // �,6 -7 r� CONTRACTOR:Company Name: rft v t�G 6.e U 'i &� C- Phone#: 0 C 0 I L7 3 C1 Address: !Rft Nyj Itz tt vy City: ` C>14-fZ-WZ v S f nSt_ate• ��' Zip: �� l Qualifier Name: r��`q CCIO 2c7/ A) 0 Phone#: 4-9 State Certification or Registration#: 0G-e 111,41 J Z q Z-- Certificate of Competency#: DESIGNER:Architect/Engineer. [- "eme Oro Phone#: -3 Z!m " 0/00 Address:.q 3bO fZ 72, 5� Z City: State: Zip: 25'-- / 7 �) Value of Work for this Permit:$ 96 4 9-7 2- Square/Linear Footage of Work: (.�?)I Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work:�LrD� ✓✓✓�-c ine-u 4 1,:5 w/,u w 5 � 4 v o,,-s, a t-A U)(.0 cum 4 Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training'Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address 14 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$2500, the applicant must promise in good faith that a cop the notice of commencement and construction lien law brochure will be delivered to the person whoseproperty is subject to at tac m nt. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whichocc s ven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and re spection fee will be charged. Signature Signature or AGENT CONTRACTOR The foregoing instrument was acknowledge efore me this The foregoing instrum nt was acknowledged before me this 2A day of 't t�W Q LV ,20 � by � day of I'7W4_Z4 20 /7 by ,T. who is personally known tose.J © C ,` � ,who is personally known to me or who has produced f')b L as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: /�Cr2� i�,4 !'�.�c,e L� Print: Seal: q Y^i NEREYDAMARCELO Seal: s:rey''••, NEREYDAMARCELO MY COMMISSION#FF 913623 _� �:= MY COMMISSION i FF 913623 Rod"EXPIRES: P�u�d 7 r EXPIRES: 25,2019 N91, Le o• Bonded Th._—,,ublb U�erw�iters *�kW�kiY�Y�Yak�k+kYak+kYeYeY�Y�Yak&YeRYe > Yee�Ya� yak e e YakYeYak�k**Yep*Y<�R�R#+k4�k�kY<#�k�k Y�Y�Ya$ �R�kM & �%�k+k *� �kYakYak�kYaNY��kY�Ya ti APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application- Miami-Dade County Page 1 of 5 - '6. IMPORTANT MESSAGE When buying real estate property,you should not assume that property taxes will remain the same.Whenever there is a change in ownership,the assessed value of the property may reset to full market value,which could result in higher property taxes.Please use our Tax Estimator to approximate your new property taxes. The Property Appraiser does not send tax bills and does not set or collect taxes.Please visit the Tax Collector's website directly for additional information. Address Owner Name Subdivision Name Folio SEARCH. 10531 ne 3 ave Suite 4 PROPERTY INFORMATION Folio:11-2231-013-0360 Map Sub-Division: PASADENA PARK 1STADDN Property Address 10531 NE 3 AVE Miami Shores,FL 33138-2007 Owner JUAN P DONOFRIO PAOLA V MEDINA Mailing Address a 10531 NE 3 AVE MIAMI SHORES,FL 33138 Primary Zone 1000 SGL FAMILY-2101-2300 SO Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 5/3/0 Floors 1 Living Units 1 Actual Area 3,958 Sq.Ft Living Area 3,282 Sq.Ft Adjusted Area 3,499 Sq.Ft Lot Size 11,500 Sq.Ft http://www.miamidade.gov/propertysearch/ 2/20/2017 ` Mia'm'i gOR5�xshores Village C. ,193 Building Department „ 10050 N.E.2nd Avenue _ Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Owner Signature Date Print Name w e T1 a I.V lkl ALPo1-"AROOQ CORPORATION US CONSULTING ENGINEERS & PRODUCT DEVELOPMENT Client: QUINTERO GENERAL CONTRACTOR Date: Feb 21,2017 Project Name: DONOFRIO RESIDENCE Engineered By:KW Project Desc.: 10531 NE 3RD AVENUE Checked By: 13'c SSSS MIAMI SHORES,FL 33138 . . SSSS SSSS.. SSSS.. SSSS SSSS :Soso: AFC Number: 17-0258 Building Height(ft.) : 12 ••' "" SSSS.. .. . SSSS, re:-+. A 000000 • 00 • 0• 0••••0 Design Criteria: SSSS.. 0 s• YL+1 ' ' SSSS0 00000 i, Florida Building Code 2014 I $ k II �. a . . . .0000. "1 tl Ow 'a 00 S 000 0 ii,Wind Loads are calculated as per ASCE 7-10. T •• General Notes: ` +f: 1 y -Any deviations from conditions shown on calculations or drawings shall be engineered separately. -Al-Farooq Corporation will not provide a letter of compliance/inspection report unless called during installation. -Engineering drawings are checked for structural requirements only. Additional Notes: -ROOF TYPE:SLOPED RISK CATEGORY.•2 Disclaimer: - This document is not valid without the embossed seal of an engineer V-E 81 2 u'i 7 employed by Al-Farooq Corporation. -No portion of this document may be used or reproduced in any manner. Unless authorized by signing professional Javad Ahmad,P. FL#70592 EB C.A.N.#3538 9360 Sunset Drive,Suite 220 1 Miami,FL 33173 1 T:305.264.8100 1 F:305.262.6978 www.afceng.com I alfarooq@afceng.com QUINTERO GENERAL DONOFRIO RESIDENCE Wind Speed(mph) 175 Mean Roof Height[h](ft) 12.00 CONTRACTOR 10531 NE 3RD AVENUE Importance Factor 1.00 Height Above Gnd. Level[z](ft) 12.00 MIAMI SHORES, FL 33138 Exposure Category C Horizontal Dimen. of Bldg. (ft) 102.00 Risk Category 2 Roof Slope(deg.) >10 Type of Building With Impact Protection Coefficient Kh 0.85 Coefficient Kzt 1.00 Coefficient Kz 0.85 Coefficient Kd 0.85 Velocity Pressure Evaluated @z[qz](Ib/ft^2) 56.64 Velocity Pressure Evaluated @h[qh](WW) 56.64 Component Size Gcp Coefficients Gcpi Coeff. Design Wind Pressures(Ib/ft^2) Mark Comp Type W(in) H(in) S(in) A ft^2 Z4+ Z5+ Z4- Z5- Pos Neg Z4+ Z4- Z5+ Z5- In Zone ALL 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 40.1 -43.5 40.1 -53.7 Z5 1-3 . b • • ! • • • • —1 • • •• • • • . . • •• • • s • ••• • so ago go 0 0 0 so ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING:AL-FAROOQ CORPORA770AC 12;5,9.W.;8NhA1dE, A•I FL.33174. TEL:305-264-8100 . .. . . . . . . . ... . . . ... • Engineers Seal Engineers Name And Signature .•. QesigV Qq(p , , Design Reference Number . A2162017:1:%5:ZgP.1p1 17-0258 10531 NE 3 AVENITF— oelk —� 2iivc r�lt- rD CA RC"HR 100"ALUM HORIZONTAL SLIDING WINDOW N 5-04 3 (#1,2,4,5,9, 11-18,20,21) RC"RD45"ALUM OUTSWING ENTRANCE DOOR NOA 15-1007.02 (#3,6-8,10, 19) RC"ML 100"ALUM TUBE MULLION NOA 15-0512.23 (#4,5) 04 F13 C16), I _ _ + �2�!�1�.•�►D SLS fe-s up ) X !fie c� yo a Y `ynes5 c f it X lb tfg Cq) C !7 K X lJ 0 k-0or< �zXv Ftze��k ®rZ o CG �U,(vZ. r4C cwt rl�d n n L�) r �.�v ��d�'-4fs F Z. 4�.�3 r 1 X FL 2 �7 iv1 x '71113f3 If1Z �r��U o �Z) �3�.�� f-�IZ � =AlEft 5 3� • • . LCt v,v c; Miarrei S e�� • e . APPROVED BY DATE �4rz.*1t.�ti�{ �!✓ela'dIL�J, ZONING DEPT : . • BLDG DEPT J •• • SUBJECT TO COMPLIMONITMAI.Z..F;EM tAL: • • • ••• • STATE AND COUNTY VLE9"AGOLA1101 •00 M IAM NDADE MIAMI—DADE COUNW PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(MR) 11805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidadeg*y/ycQu*mX_ RC Home Showcase,Inc. 2970 NW 75'h Avenue Miami,FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Produgt Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade f oqn)reserve tke right...... to have this product or material tested for quality assurance purposes. N this product dr matprial fgils W - perform in the accepted manner, the manufacturer will incur the expense of such WsRKand thd'AYff may••••• immediately revoke, modify, or suspend the use of such product or material withi�W jurisdict&L RER:....: reserves the right to revoke this acceptance, if it is determined by Miamade C9vVfY Prodict•�3ontroS..:*s i D ' Section that this product or material fails to meet the requirements of the applicable)WWi ug codpis . 00000• This product is approved as described herein, and has been designed to comply vaith•tge Floid'd.Uttilding • Code,including the High Velocity Hurricane Zone. """ • DESCRIPTION: Series"IMR100"Aluminum Horizontal Sliding Window-L4LL• • APPROVAL DOCUMENT:Drawing No. W04-36,titled"HR100 Alum.Horb 8161Ag We W.(I..jViMi•••• sheets 1 through 9 of 9,dated 05/04/04,with revision J dated 12/09/15,prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, ci%.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 i imber 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.13-1112.13 and consists of this page 1 and evidence pages E-1,E-2,E-3 and E-4 and Green Sustainable Attributes(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.15-0416.03 tAMaDADE cou rY Expiration Date: August 05,2019 ,Approval Date: January 14,2016 1 f�lIto Page 1 RC Home Showease,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0922.05) 2. Drawing No.W04-36,titled"HR100 Alum.HO Z. Sliding Wdw. (L.M.I.)",sheets 1 through 9 of 9,dated 05/04/04,with revision J dated 12/09/15,prepared by Al Famoq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TA$•202.94 3)Water Resistance Test,per FBC,TAS 202-A..•'; "'• *0*0:' 4)Large Missile Impact Test per FBC,TAS 201M.. •..•.; •• ,; 5)Cyclic Wind Pressure Loading per FBC,TA-&2U.94 . 6)Forced Entry Test,per FBC 2411.3.2.1,and.�A&X02-94•.... along with marked-up drawings and installation. diagram of a....rninum'haxizontal•;•• sliding window, prepared by Fenestration Testing Laboratory,.Inc,; Tes%-F-c rt No. FTL-6440,dated 02/25/11,signed and sealed by Marlin D.BrF.E. .• (Submitted under NOA No. 11-0922.05) •••• • 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94: ;�,•�; 2)Uniform Static Air Pressure Test,Loading per FBC,TOSS*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 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. YM-6078,dated 12/05/09,signed and sealed by Julio E.Gonzalez,P.E. (Submitted under NOA No. 10-0426.10) 3. Test reports on: l)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 an outswing aluminum casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-03-1880, dated 12/12/03 and HETI-03-1881, dated 03/19/04, all signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under NOA No. 06-1130.02) Manuel ere P.E. Product Contr miner NOA No.15-0416.03 Expiration Date: August 05,2019 Approval Date: January 14,2016 E-1 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBM TTED B. TESTS(CONTINUED) 4. Test reports on: 1)Tensile Test per ASTM E 8-01el along with marked-up drawings and installation diagram of an outswing aluminum casement window, prepared by Hurricane Engineering & Testing, Inc., Test Report No.HETI-04-T119,dated 04/23/04,signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted tinder NOA No. 061130.02) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2),Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1 and TAS 202-94 .... along with marked-up drawings and installation diagram of gn QaVwing•alwninum..... casement window, prepared by Hurricane Engineering & Testi$ Inc., Ttst $eport •; No.HETI-03-1362,dated 12/11/03,signed and sealed by Rafagj )3roz-Sed$T.E. :*0 00; (Submitted under NOA No. 061130.02) 0.... 0000 ;•••• 0 000 0000 •0000 C. CALCULATIONS 0 • 00 00' 000 1. Anchor verification calculations and structural analysis, co*jy*0 ng with FBC 5r�..... Edition (2014), dated 04/01/15 and 12/07/15, prepared by W-Fatooq Corppration,.•; signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 0 0 0 0 . . •• 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 `Butadte@ PVB Glass Interlayer"dated 04/25/15,expiring on 12111/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Ine.for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. Manuel P,4i(rq P.E. Product Control Tw6miner NOA No.15-0416.03 Expiration Date: August 05,2019 Approval Date: January 14,2016 T-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 April 1,2015,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No.FTL-6440,dated 02/25/11,issued by Fenestration Testing Laboratory,Inc.,signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No.11-0922.07) 3. Laboratory compliance letters for Test Report No.FTL-6078,dated 12/05/09,issued by Fenestration Testing Laboratory,Inc.,signed and sealed by Julio E. Gonzalez,P.E. (Submitted under NOA No. 10-0426.10) *000 4. Laboratory compliance letters for Test Reports No.HETI-03-1962,dated T2/=63, HETI-03-1880,dated 12/12/03,HETI-03-1881,dated 03/19/04'mid hETI;-03-T119, dated 04/23/04,all issued by Hurricane Engineering&Testing,:tzH;F1 sigrittl aftd :-••• sealed by Rafael E.Droz-Seda,P.E. - 0 0:0 ;-0000 (Submitted under s NOA No. 06-1130.02) 000:0 .... .... ..... G. OTHERS •• •• •• •••••• 1. Notice of Acceptance No. 13-1112.13, issued to RC Home JA;;; se, Inc.'for their 00*0 Series '1H100 Aluminum Horizontal Sliding Window L.11d[.i.", aproved oV 12/26/13 and expiring on 08/05/19. -- - 000 • :000% 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-110-12455.01,pages 1 through 7 of 7,dated 11/16/09,signed by Richard A.McVicker III,Simulator,and Steven H.Coble,NFRC Accredited Simulator,Simulator—In-Responsible-Charge. Minui,6weirp,P.E. Product Conh I miner NOA No. 0416.03 Expiration Date: August 05,2019 Approval Date: January 14,2016 E-3 RC Rome Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS(ComviuEn) 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 component drawings,with applicable part numbers,manufacturing and modeling details included in Appendix A, marked up by National Certified Testing Laboratories, Test Report No.NCTL-110-12450-1,pages 1 through 4 of 4,dated 11/30/09,signed by Christian J. Mitchell,Technician,and Robert H.Zeiders,P.E.,Vice-President Engineering.&Quality Person-In-Responsible Charge. •••..• 0 6 4. Recycled Content Determination Report on: so** • • • 0000.. '..'.: 0000:. Name: Casement Window,CM100 • Raw Material:Aluminum •••••• Including letter from Fundiciones Industriales S.A. (l�IS��'dated,, 22110;6 0 6 6 certifying that the extruded aluminum products contained•.W.6 recy%1ed•scrap.:..' material,signed by Henry Kronfle,Vice-President 6• • • 6 •••• • 0000.. 0000.. . . 0000.. Manua ere P.E. Product Coutof miner NOA No. 416.03 Expiration Date: August 05,2019 Approval Date: January 14,2016 E-4 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBYJTMD 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. %Recycled %Recycled %Bl"ased %Renewable Material Component Name Content at at RL osal Material ManuE 1. Window Aluminum 30% 1000/0 N/A GIG ............ -US K908-mr-U., r0R -0 9. • ID# Test Product Glazing Components: G.9: C Rpport#: Number IiG(. R t • Baslin e t e 000 5/32 CLR 240#2-SS-D ARG BRZ-1/8-090PVB-1/8 :0-6.& 0.20 002-1 15 ProducI G M6 -I- 1. 001 5/32 CLR 240#2-SS-D ARG BRZ-1/8 090 PVB 1/8 j0.2Oo 0.1) is 0 0 2. NCTL 002 5/32 CLR 240#2-SS-D ARG CLR-1/8 090 PVB 1/8 �&� 021 15.•.00: 0 0 0 3. 110-12456-1 003 5/32 CLR 240#2-SS--D ARG GRN-1/8 090 PVB 1/8 0.65 0.20 OP. 15 • 4. 004- 5/32 CLR 240#2-SS-•D ARG ORY-1/8 090 PVB 1/8 0.65 0226 0.26 15 Leeend AbbMIntlopr, escri SS-D Desiccant-Filled Stainless Steel Spacer 240#2 Cardinal Low E 240 @#2 Surface Typical ARG 90%Amon PVD 0.090"Poly Vinyl Bu (PVB)interlayer CLR Clear Glass BRZ Bronze Tint Glass GRN Green Tint Glass I GRY I Gray Tint Glass ComvonentName C-Valuc 1. Whole Window 1.53 Manuel an6el ePqC ijP.E. Product Controiner NOA No. 416.03 Expiration Date: August 05,2019 Approval Date: January 14,2016 G-1 (3)ANCHORS AT MRI.SM ENDS TIP. ((3))ANCHORS AT MTD.S U ENDS TYP. ON SKEET (4)ANCHORS READ.FOR SIZES SHEETED (4)ANCHORS 19V 4 FOR 526 MARKED WRH".ON SHEET 4 WITH'�' 78 1/2`MAX. 119 3/8`MAX. z 3 WINDOW WIDTH WINDOW WIDTH g T 7' fTi 6 8HFA0 A 3 2" A,HHFAD FALSE MUNIWS 8H�' A 7" 13' 3 2` FALSE MUNTI S g CORNERS 8 _ MAY BE USED CORNERS B MAY BE USED II fI 11 1{ fl --''1 e /� B �i /• �i e / li i 1 cB¢i C 14 1M./2` B 11 1/2` 14 1/2` g 11 1/2` ��' SILL CORNERS 8 AT SILL SILL(XNTNERS A SRL v 35• 34 3/4` 28 1/B' !i3 1/8' 28 1/0` D.L.OPO. D.L OPO. D.L.OPO. D.L.OPO. D.L OPO, E PENT WIDTH VENT WID1H PENT WIDTH $ U ��+ TYPICAL EMMONS OC HR 00 ALUM RORIZ SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER FLANGE FRAME WINDOWS CHARTS SHOWN ON SHEET 4. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF N.R./H.R. OR HORIZONTAL ROLLING WITH OTHER R logo WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. "OR0 THIS PRODUCE'HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 9 •• ••• • • • • • •• a a REQUIREMENTS OF THE 2014 (STH EDITION) FLORIDA BUILDING CODE • • • • • • • • • d " INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). •• •i ••i i i i•i •• 4 r WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. • • • • • • • • • ANCHORS SMALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS 404140 00 &gn VAD AHWAD EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, THESE WINDOWS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. CML PttODUCTRBVLBDD MUTTERS ARE NOT REQUIRED. FIA.PE+70882 rm ael�9in wa The Plarwo ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAN.3838 Duming Code NOT PART OF THIS APPROVAL • • ••i ••• ••• ••• 8 Z� AiN DNO Ne uo' lAlg A LOAD DURATION INCREASE IS USED W DESIGN OF ANCHORS INTO WOOD ONLY. • • • • • • • • ALL SHOTS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMDR WHILE• •• i• • s • 000 • •• Dy drawing no. ••• • • • ••• • M COSI INCLUDING BUT ACTT WITH NOT LIMITED OISSIM&R Mia s SCREWS. THE W04-36 REQUIREMENTS OF THE FLORWA BUILDING CODE, (Shast of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 78 1/2'MAX. 118 3/8"MAX. (3)ANCHORS AT �w WINDOW WIDTH WNDOYy 1yDh{ tYp.HEAD/SILL s 7" MAX. 7" MAX. Z g'MAX, 3 1/2' HEAD g'MAX, 3 1/2' fl HFAD SILL A SILL FALSE MUMWS �- HEW FALSE MUNtWS / g MAY eE USED HEAD/SILL g SILL MAY BE USED P CORNERS �\ CORNERS I I II II II ^Q I 1 II �I I� 11 II p .1 = g II �I Et 1 8 , I D I e % All a I, N appi 36" 1 3/4' 26 1/8' 53 1/6' 261/8' U D.L.OPO. DL OPO. DL OP0. D.L OPO. D.L.OPG.AT Q vor� tGmplpg 38 7/8' 31 t/4" 31 1/4" _ j Trp.HFAD/su VENT WlDtti VENT W@TH YENS 1NDTH E$Z r(PICAL ELEVATIONS g =to,E FLUSH FRAME WINDOWS • •• • • • • ••• • 1 JRMAHIMD PRODUCT REV(SAD cwmOA, 3S=2 A>dld�rCode 71d me Florida Accap7npce Na k • ••• ••• • • • PkationDol, • D 015 • • . • • s s s u I I • • • • • • • • • e htmn no drowing no. ••• ••• W04-36 ' I sheet 2 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM PART d QUANTITY DERCIUPTION MATERIAL MANP./8UPP1dBR amitx9 1 RS100-001A 1 FRAME HEAD 8683-To - 2 R510o-002 I FRAME SILL 6683-T6 3 RS1OO-6078 1 FRAU JAMS VENT 8983-TB - z 4 RS100-008 I FRAME JAMS FIXW 8063-T6 - 8 RSIOD-004 1 VENT nm RAIL 6083-T8 - 6 RSICO-003 1/VENT' VENT MEETING RAIL 8083-T8 - 7 RS100-DW 2/VENT TOP AND BOTTOM RAIL 8083-T6 - $ 8 RS100-000, 1/VENT JAMB STILE 6083-T8 - N 9 5OOY-CO7 AS RWD. GLAZING SEAD 8083-TB rQ�� 10 RS100-005 1 SUR ANCHOR CLIP 6083-T8 1'LONG y� 11 - I ANCHOR CH44M 8(183-TB 12 - - - - 13 W3123INK 4 WEATHER sr"PItt1 PILE - - F 1/a'OR 3/32"FEAT STREN'D GLASS 14 W3123WK 1 WEATHER STRIPPING PIE MEETINO - p 1/8'HEAT STREWD CLASS 1/4"AIR SPACE 18 Q-LON 1 0-378 X 190 WHITE 1/8'HEAT STREMD CLASS t8 V-033 I WEATHER STRIPPING CASKET NEOPRENE .090'Interlayer 1 r 17 P-049 AS READ. GLAZING INSERT RIVO PJC NELTPOINT,DUROMETER 7816 SHORE A Sy lue PV BBtacas PV8 1B V-068 1 VOM UW.INSUL GLASS PVC WRDIB TER 7818 SHORE A BY'Kuraray Amarloa,Ino' By'Kurcray Amadou.Ma' I9 P-038B 2 VENT tiWZAP FMSER LOOK ROID VINYL. r FROM EACH END 1/8"HEAT STREN'D CLASS 1/8°HEAT STREN'D GLASS 20 21 RStoo-I9 2/VENT KNURLE AXLE PIN ST - SILICONE SILICONE 22 P-018 2/VENT WHEEL RETNNER HOUSING NYLON DOVE CORNING 788 DOW COMM 798 23 RD 1900 2/VENT WHEEL NYLON 24 C to io 28 Ito x 1' A4 REOD. FRAME ASSY.SCREW'S SY.STEEL PH SMS V ze pox 3/e• As REQS. vTalr a5s+r.BCREws ST.9reHt. HH SMS g I 27 #10 X 1-1/2' 2 SiJOE CUP FASTENERS sr./or. PVL P.H. Ej 28 J12 X 3/4" 1 SIZE CUP FASTENER ST./ST, FH SAM. 29 RS10D-028 AS RECD. FLUSH ADAPTER HEAD 8083-76 IK 30 RSIOD-018 AS READ. RUSH ADAPTER SILL 8983-Te - O 31 85100-028 AS RiDtD. /LUSH ADAPTER JA1d8 8083-TB 1Ep 17 18 1 32 1 SOOY-OIC A9 REOU. SNAP COVER 61183-T6 p GLASS TYPE 'A' GLASS TYPE 'Al' 8 'E SEALANT: _ w� 1/8"OR 5/32"HEAT STREN'D GLASS 5/32"TEMP.CLASS ALL. FRAME AND VENT CORNERS AND INSTALLATION 1/6'HEAT STREN'D GLASS 1/4'AIR SPACE 1/4"AIR SPATE SCREWS SEALED WITH SILICONE. OBI"IMarbyar 1/8'HEAT STREN'D CLASS 1/8'HEAT STREWC MASS ��°- Sentrycloa ��Intteeftm 090'Interlayer By'Kumray America,Inc.' Sentryclas t? BY'Kurcray Amarha.Inc.' By'Kurom Amarioo,Inc.' i/8"HEAT STREN'D GLASS 1/6'HEAT STREWD CLASS 1/8"HEAT STREN'D GLASS SILICONESUCOK NOTE. DOW CORNING 798 CORNING 783 SILICONE4, "A R 7AN Of�,R TO QUALIFY FOR SMALL MISSILE IMPACT RATING y� �� •• 90909 i ••• i fXWIOR PLY OF GLASS TYPES 'Al' & '81' MUST BE TEMPERED, d $ V.0 PRODUCT REVISHO •1 O CK FIA.PES 70582 eOA�yi'y 'the PltffWa $134 o •• ••• • • • Com'17 GLASS TYPE 'B' GLASS TYPE '81' GLASS TYRE'C' • • 0 ••• • • • • drGWing no. • ••• GLAZING OPTIONS W04-36 9gleet of • • • • • • • • • • • •• •• 0.1 G • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF p (x0 OR 0%SIZES) (x0 on Ox SIZES) (xOx SIZER) (xOX SIZES) �y 1r1 GIAS3'�T� GL48B TYPES GIASS TYPES 011083 TYPES WINDOW DIMS. A,101.%BI &C WINDOW DIMS. B,Bl &C WINDOW DIMS. I A.Al.R.BI &C WINDOW DBMS. B,BI &C WIDTH HETGtIT EXP.(+) IM.(-) VADiH I HEWIT EXT.(+) WT.(-) WIDTH HEIGHT 0O:(+) INT.(-) YADTH Hww atT.(+) BST.(-) 0 26-1/2• 80.0 a" 55-1/2' 00.0 80.0 74• no BOA 74' 80.0 BOA 37' 28' 8010 80.0 -11/16' 26• 80.0 80.0 106-1/4' 26• 60.0 80.0 108-1/4' 28' BOA 60.0 83-1/B' 8010 BOA 55-1/2' no BO.o 74• 60.0 80.0 74• 60.0 60.0 26-1/2' 80.0 80.0 19 39-3/0• 38-3/B' 78-3/B' -11/16• 80.0 BO.a 109-1/4• 60.0 80.0 106-1/4• 8010 80.0 37' 38-3/6' SDA a" 55-1/2• 80-8/8• 80.0 80. 0 74° no 80.0 74' 60.0 80. 0 • 60-8/8' 63-1/8° 60.0 8010 9-11/10' mo no 106-1/4• 5 0 -5/6 eao 80.0 108-1/4' 6010 80.0 BOor iii666'1�My4; 26-1/2' A 8010 55-1/2' 80.0 80.0 7a' 1/4 80.0 $0.0 74' 50.0 Solo 37' 80-8/8 BOA 9010 -11/16 60.0 80.0 1DO-1/4• BOA 80.0 106- • or 80.0 8.0 53-1/8' BOA no OY 804 80.0 84' no no 84' 80.0 80.0 �y 25-1/2' 00.0 60.0 57-1/2' 80.0 $0.0 go' BDA 00.0 90' solo 80.0 Q 37' 63' 8010 80.0 72' . 80.0 80.0 98' _ BOA 80.0 9B• 80.0 80.0 � LL 53'1/8• 8010 80.0 78-1/2' 36• 80.0 80,0 tot" � 80.0 8010 102° 38' solo 80.0 � Q 1' 804 60,0 61' 80.0 80.0 toe' BOA 80.0 toe" 60.0 80.0 bBl( 36' solo 804 85-1/2' Bolo 80,0 114' 80.0 8010 114' 60.0 80.0 49' 24• BOA 80.0 90' 1 1-60.0 60.0 120' 80.0 no 120' 80.0 Bolo 00• no 80.0 o3' 60.0 BOA w 80.0 604 84• 80.0 a" 72' 60.0 Bo.D 07-1/2' 00.0 BOA 90' no 80,0 Sol 80.0 no 78-1/2' 1 60.0 no 72• fico no ee• 8010 no 95' 60.0 BO.o 24• 8010 80.0 76-1/2' 48' 8010 no 102" 49' 90.0 80.0 102" 49' 80.0 60.0 C 30' 8010 SOA a1• a0.0 80.0 108' no 80.0 ice' 60.0 60.0 � 49• 30• 80.0 BOA 85-1/2' no no 114' 80.0 80.0 114' 80.0 WA 80' 804 BOA 90' 80.0 HMO 120' 604 60.0 120" 804 8100 p M' 80.0 80.0 63 80.0 80.0 8a• 80.0 no Be 80.0 80.0 78-1/2• BOA 80.0 07-112' 80.0 80.0 00' BOA BOA 90• 80.0 50.0 �o 24' 60.0 8010 72' 00.0 BOA 88' BOA 80.0 98' eo10 80.0 S N N M 36' 80.0 80.0 76-1/2' 60' BOA 80.0 102" � Bolo 80.0 102' 80.0 BOA 48' 46• 80.0 80.0 81' 8010 80.0 105• no 80.0 low 80.0 80.0 80' 8010 804 65-1/2' 60.0 80.0 t14' 80.0 60.0 114' 80.0 80.0 o Z M 72' 8010 80.0 90• 60.0 80.0 120' 8010 BOA 120' BOA 60.0 G V v 78-1/2' 8010 SDA 63' 80.0 80.0 &I' solo 80.0 84' BOA 6010 24' 8010 80.0 67-1/2' 60.0 60.0 80' 80.0 604 9o' 60.0 60.0 Q 38' 80.0 BOA 72' 6010 80.0 90• 60.0 80.0 96• 8010 80.0 85-1/2' 85-1/2' 88-1/2' 48' 80• 80.0 BOA 76-1/2' 80.0 80.0 102' 80.0 80.0 102" 80.0 80.0 BO• 80.0 BOA Bf' no 80.0 lob' 80.0 60.0 tos' 604 80.0 72' BOA SDA 88-1/2' 90.0 BOA 114' BOA I.0 114' 80.0 80.0 70'1/2' 00.0 80.0 BO• 80.0 80.0 * 119-1 4' 80.0 80.0 118-1/4' 60.0 aO.O 24' 80.0 80.0 �� 30' 8010 BOA 48' 65-1/2• a04 60.0 (1/�iVQ (2/;, (113 (1/3w) 0/3Y1) (1/41) (1/2% (1/4W) Q Q 60' 8010 BOA 72' BOA 80.0 "0 `a 4- -0 4-- 80.0 m8010 8010 * % % l % m O D W V 00 1I' OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VtITS TO BE0/f OFP.THC W&DOt VL4 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH (1/ (1/ 'XO OR OX' •• )JOkI Go 0 0 i * i i •• 'XOX' •• ••• •• • • • •• n" pAg//L PRODUCT'REVISED A.Pr. .76387 = as mm1C�v0L 1111 noon 1 OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH • 000 ••• • • A. eoNo 1 Q=f y f NOTE: • • • • • • • • • wt Dace X117 'XO OR OX' GLASS CAPACITIES ON THIS SHEEP ARE *(4)ANCHORS•AT W. STILE ENDS • • •• y5 BASED ON ASTM E1300-08 (3 SEC. GUSTS) FRAME HEAT OF FLANGE�RMIE► ONLY drowIng no. • • • AND FLORIDA BUILDING COMMISSIONFLUSH FRAME WINDOWS W04-36 FLANGE"'& DECLARATORY STATEMENT DCAOS-DEC-218 5h••t 4 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I •-II TYPICAL ATCri0R5 SEE E ,+j �• f/+ WOW DUCK \ ; FOR SPEY T I EDGE OISi.�1 EOC\\\E al5i. �I�I /� Q IDY OR 213Y_\\ EE �/ ? nx{ ' �< •a� ,A' n p\\, .b;:. Ell o z0 rgI� C)1 13 TYPICAL ANCHORS �A _ SEE EtEV.St1EEF, r n "Q — FOR SPACING TYPICAL ANCHORS ' . . .._.__.. .. ""A. FOR SPACING SHEET 2 EDOE MST. STRUCTURE hIETAL �L STRUCTURE 1. ..... .__... I _ d Bid tn �+a ADALR-DADE COUNTY APPROVED 0: .0 6WLLION&MULLION ANCHORSSEE SEPARATE NOA In m �.Y� "Es' a 1=+n 1 + }YL.t�,t.FA W1 = 3/16"X 1" WEEP HOLES WITH PLASTIC BAFFLE � ��•�°- I ' (2) AT VENT TION LITE A FROM VENT END AT CENTER OFS W2 3/16° X 1" WEEP HOLES k7FOR .ANCHORS (2}AT SCREEN LOCATION AT 2-1/2" FROM SCREEN ENDS L EV.SHEET 1 dl v p •-- PACING W3 = (4) 3/16" X 1" WEEP HOLES AT VENTS �{•p:, AT 2"FROM VENT ENDS AND 19" O.C. MAX, R�` I W2. PRODUCT RHVISRO � IncmaplldnSWIM IDm l+IurTdo I IfuHd Ins Cadn 2O-••-- - -- Accypanea Nt �J•b �� ... w/T�y�ws-_.--" 2 2T ••• ••. /!\• • • • ••• 30 Alam ado PI td -- ._ -- a, b .. •. _.`. _ - -� •. •. .'..; -�- � EP �M Now CIVIL FU.PE g C 7050 CAN Sm 3530 J --' " 1 .. _, __ ':VTI ,•y." !w • •• •••�o• • y ••y• y • ..� _ "• '^ J '' a ° "ISYIOR'2E1Y...•"•. a y' y • "' • ••.•v•' •' '•' • TYPICAL ANCHORS drawing no. a • TYPICAL ANCHORS OOD QUCK \ I TYPWA,AICH • `�! .• "•"•. • • i v.• \..SEE ELEV.SHEET 2 n tV SEE ELEv. I • }—•_•�€�e d1*-i-._._!_».-. FOR SPACING (WO4-36 .. '''•. •.'b•. SEE ELEV.SHEET 1 'Ed{fE DIST._• ^ + FOR SPACING FOR SPACIN •• • • • • • i ...._....___.. EDGE DIST. ' sheat 5.of. ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WOOD BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOWCASE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. O / TYPICAL. ANCHORS: SEE ELEV. FOR SPACING F ,],/4"MA. ULTRACON BY 'ELCO' (Fu=177 KSI,FY-155 KSI) 1/4 HILE WW—CON-u (FU-135 KSL FY-137 KSI) INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY OR 2 BY BUCKS INTO CONC. OR MASONRY 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4" MAN. EMBED INTO MASONRY(JAMBS) dl DIRECTLY INTO CONIC. OR MASONRY gallR lb TYPICAL ANCHORS 2" MIN. EMBED INTO CONCRETE (HEM/SILL/JAMBS) 4 SEE E t Fa spictud sEE t 2' MIN. EMBED INTO FILLED BLOCKS (JAMBS) FOR 1/4'MAX 1/4* DIA. TEKS OR SELF DRILLING INE_SCREWS (GRADE 5 CRS) i/ VENT WIDTH SHIMS INTO METAL STRUCTURES — STEEL : 1/8' THK. MIN. (Fy - 38 KS1 MIN.) OO D.L.CI'G• 15 E 3 ALUMINUM : 1/8' THK. MIN. (8083—T5 MIN.) U 4 55 to (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) _ ,414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) .• INTO MIAMI--DADS COUNTY APPROVED MULLIONS (MIN. THK.- 1/8') � (NO SHIM SPACES �p ei 5 5 •, 8� „1 3/4. TYPI A: EDGE D1STA 3 v 1-7 INTO CONCRETE AND MASONRY - 2-1/2' MIN. 14 8 18 ° INTO WOOD STRUCTURE = 1" MIN. •o INTO METAL STRUCTURE - 3/4' MIN, a 1zj , ------ SCREEN OPTIONAL_____ w WOOD AT HEAD, SILL OR JAMBS SO =0.85 MIN, 8 x •E O ' CONCRETE AT HEAD, SILL OR JAMBS I'o =3000 PSI MIN, V v D.L. 7 •' C—BO GROUT FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. = 0:.— 5 18Y OR 20Y y'' p EXTERIOR WOOD BUCKS WSNDow tYIDTN AL STRUCTURE OX LAYOUT 1/4•MAX. SHgI 3/5'Max. R 8 Q O C 1 E 1 sH51s TYPICAL ANCHORS 3 31 &F'40'R V.SHEET 2 $ CIIO rAWAL ANCHORS • •• • SEE ELEV,SHEET 2 FOR SPACING • '• o• • • • 00 • .y Lngn JAVAO WAAO PRODUCT RBVIBHP o CML as complying with IM pkffw F� 682 70rkdtd4 Code • •• •••••. • • Dmo Meru .' p15 uy STRUMRE • • .•1i • • •• �'C drawing no. • • ... ••• W04-36 ,tna•1 ar . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 2.878 2.782 {�u 2.813 M .086 H8 1.11 - 1- F L7 .490 .082882 082 �4 rT�. .a22 ice- rr 2.878 082 1.841 065 Q GLAZING BEAD ® FLUSH ADAPTER HEAD .790 2.887 L-2.625--J1.093 O �1 2.780 12 ttD FRAME HEAD © JAMB STILE $18 888 A49 35 A78 .078 QQQ 2.790 2.800 '1 3.710 1.439 .379hllD ® FLUSH ADAPTER SILL .7L 19 VENT LATCH I 2.081 800 1.1 1 53 3.780 2888 L •880�•- 062 I -F C rn• i.Oi�a 880 a.79a 2.997 '- O .oez m 8 MEETING RAIL t.880 � ;pd f•488 1.794 SLIDE ANCHOR CUP •812 10 ff!!77 lV Mf 2.878 188 N M 31 FLUSH ADAPTER JAMBS C �z FRAME SILL tae I- 1.oz9 = =A 1.435 •T�fP. 1.897 I � �� H .900 .050 .750 .100 1.280 --A .790 1.125 .7�b- .932 1 t l ANCHOR CHANNEL SNAP COVER.304e � O7 VENT TOP/BOTTOM RAIL © FIXED MTO. RAIL .080 .488 3.126 1.250-1 .888 GLAZING INSERT 77 PC °•'a'f" 082 •• ••• • • • • •Tvp. • • • • • • • • • L _ .979 • • •• • • • 0 • 3.087 2.875 2,840 2.818 • •• • • • • ••• • 00 A-km--Mw MiQOUCT RBV188D t FU.PEy 70592 4!�tYhg With Oro Fwda CM.3538 DMNing Codd • • aaeaIs. too `�19 i A82TYPI • ••• ••• • tatlsn.DRW t000 780 • • • • • • • • C Ott a • • • • • a e 3.s26 1.780 • • • • • • • • � drawing ao. ' '• • W04-36 � ••• • • • ••• • 3� FRAME JAMB VENT Q FRAME JAMB FIXED sheat B Ot ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• ••• i' '• 8 $ � [jig, ERAME TOP CORNFR N C Y�NT TOP/�TTOM CORNERS (�n QQac, Lj X ,o � MAMI • •• • • • • ••• • E9n JAW AH M °RODUCTREV"D F CANm- 6uItT uRa ,he Ftorlda A.Vlow 50 Ma . . . 9:205 n • • . • • • • • • P drawing no. FIXED MTO, Ren CMEg ••• • • • ••• W04-36 sheat of • • • • • • • • • • • •• .= ••• •i. i• •� MIAM!•DADE MIAMI DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPAR'T'MENT 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 wir~v.miflmidede.goy/economy RC Home Showcase,Inc. 2970 NW 75t11 Avenue Miami,FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/.or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested.for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within theirytM%diction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade CoOftff Produbf••;• Control Section that this product or material fails to meet the requirements of the a;;lic•,a*ble bi0ding code. • This product is approved as described herein, and has been designed to comply;;;the Flor�d��uildineg Code,including the High Velocity Hurricane Zone. *see .... ;••••; DESCRIFTION: sees •••e ••••• Series"RD45"Aluminum Outswing Entrance Door w/wo Transom and Sid�l Ws�L.M.�.'. "••' 00 0 APPROVAL DOCUMENT: Drawing No. W04-37, titled "Series RD45 Aluna,F rance Doo;(I,.M.I.)'* • sheets I through 10 of 10, dated 05/09/04 with revision "J" dated 04/18/19, prepared bey AI—Farovq..:. m Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miai Dade CSunty P� AUTControl Section Revision stamp with the Notice of Acceptance number and Expiration @dilate*by the*v atri Daae s s County Product Control Section. '• MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless 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 NOA No. 13-1112.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No. 15-1007.02 MIAMI•DADE COUNTY Expiration Date: August 19,2019 N�Zv�rb Approval Date: April28,2016 l Page 1 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 04-0608.03 and 08-0613.07) 2. Drawing No. W04-37, titled "Series RD45 Alum. Entrance Door (L.M.I.)", sheets 1 through 10 of 10, dated 05/09/04 with revision "d" dated 04/18/16, prepared by Al— Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 S) Cyclic Wind Pressure Loading per FBC,TAS 203-94..... 6) Forced Entry Test,per FBC 2411.3.2.1, aitd TAS 202—'94• *000:0 along with marked—up drawings and installation diagram of jC 4m num o%l§wiig doorJe*: prepared by Fenestration Testing Laboratory,Inc.,Test RepoA.'s: e • 1. FTL-5390, dated 02/18/08, signed and sealed by Caiee•S. I ionda, P. V. (Submitted under NOA No. 08-0613.07); e•s e 0000 ••:••e 2. FTI,4154, dated 03/24/04, FTL-4155, dated 03/30/0'4•arici F=!4166, dated•" ee ee a 03/31/04,all signed and sealed by Edmundo Largaespada•X X• •• (Submitted under NDA No. 04-0608.03) . . . . e e e e e s :sesss . . .sees. C. CALCULATIONS 00 ' ••' • 1. Anchor verification calculations and structural analysis, complying with'PBC 51h Edition (2014), prepared by Al—Farooq Corporation, dated 09/25/15 revised on 04/18/16, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E130044/09 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. Jorge M.Plasencia,P.E. roduct Control Unit Supervisor NOA No. 15--1007.02 Expiration Date: August 19,2019 Approval Date: April 28,2016 E-1 RC Home Showcase,Inc, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5" Edition (2014) and no financial interests, issued by Al-Farooq Corporation, dated 09/21/15, signed and sealed by Javad Ahmad,P.E. 2. Name changed to RC HOME SHOWCASE, INC. as registered in the Florida Department of State,Division of Corporation,documents dated 10/11/13. (Submitted under NOA No. 13-111Z 06) 3. Asset purchase agreement dated 10/01/13, signed by Mr. Manuel A. Kronfle- Kozhaya,Mr. Henry F. Kronfle-Kozhaya,Mr. Raul Casares,Mr.Eusebio Paredes and Ms.Nancy Vias. (Submitted under NDA No. 13-1112.06) 4. Statement letter of complying with the Sales of Assets issued by RC Aluminum Industries,Inc.,dated 10/30/2013,signed by Raul Casares;President. .... (Submitted under previous NOA No. 13-1112.06) •••• *see:* 5. Laboratory compliance letters prepared by Fenestration Test?ri I•aborat%ly,inc., for ... .. .. .. ...... following Test Reports No.'s: • I. FTL-5390, dated 02/18/08, signed and sealed by Qmr" S. Rionda, P. W••: (Submitted tinder NOA No. 08-0613.07); •••• 000000 ••:••• II. FT"154, dated 03/24/04, FTI.-4155, dated 03/30104:MA FTZI-AI b, dates•• . . .. ...... 03/31/04, all signed and sealed by Edmundo Largaespac�q,, ,.1�. •• (Submitted under NOA No. 04-0608.03) ' ' • . . . . ...... ....% 6. Proposals issued by Product Control: • I. No. 07-2426,dated 05/08/07,signed by Ishaq Chanda,P'E. ' •••. : '•••• (Submitted under NOA No. 08-0613.07) II. Dated 07/18/06,signed by Jaime D. Gascon,P.E. (Submitted tinder NOA No. 08-0613.07) III. Dated 12/03/03,signed by Jaime D. Gascon,P. E. (Submitted under)VOA No. 04-0608.03) G. OTHERS 1. Notice of Acceptance No. 13-1112.06, issued to R.C. Aluminum Industries, Inc. for their Series "RD45 Outswing Aluminum Entrance Door w/ wo transom and sidelites-L.M.I.",approved on 12/26/13 and expiring on 08/19/19. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 15-1007.02 Expiration Date: August 19,2019 Approval Date: April 28,2016 E-2 HEAD/SILL ANCHORS AT STILE ENDS AT 2-1/2'O.C. TIj (3)FOR)FOR INSTALLATIONINSTALLATIONS S WTO MEFAL STRUCTURES 38 3/8'MAX. 79 3/8"MAX. Z: m FRAME WIDTH FHAIIE WIDTH 4 1/2'MAX 4 1/2"MAX. 4. COR/EARLS FA CORNERS A --- ``. II li aa \a� --it D- D C C /A1 -- i I LOCKS \ 'I�, SEE SHEET 4 am. g If 1 � m / 1✓' ii FOR a m EI 1 = ro - ==a 1 1 DESCRIPTION 4 \ SEE SHEETK4 I \W \1,. -1 �_ _ i I gg1 m o M N DESCRIPTIION Qs t SA N "M N GLASS D.L.O. DIMS. 1 in INACINE i i N V E z D.L.O. HEIGHT - FRAME HEIGHT - 14.5625' X0.-- ' D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 13.925" `� 'w_n _ E`• D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 24.0'x/2 SURFACE APPLI g � SURFACE FALSE MAY FALSE BE USED N m� MAY BE USED iv m o 29 3/4' \�� 29 11/18' 25 11/16' \ O.L OPG. D.L OPG. D.L.OPG, 36 3F WIDTH MAX. SERIES RD46 72'MAx. ' DOOR OPNG.WIDTH ALUMINUM OUTSWRVG ENTRANCE DOOR LEAF 8 SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE ABOVE. �x� (XX) O p SINGLE (0/X) AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 2. SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET 3. MAXIMUM DESIGN LOAD RATING a t80.0 PSF LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL (FOR SRR SHOWN ABOVE OR SLWJ.ER) - 80.0 PSF i APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •• E6RES$RFpUFjMENTJ TO 4F RWIW%JY o 2^m m REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE .90 B .PF WL• • • • • • THESE DOORS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. 9 0 8 • • •• • • • • • SHUTTERSARE NOT REWIRED. INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). • •• • • • • ••• • c w x WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER • • • • • • • • • I;IIII11/j LOADS TO THE STRUCTURE, •• ••• •• • • • •• 1 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. �� '�VGEN3F'•.,®�� ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE PRODUCT REVISED •• NOT PART OF THIS APPROVAL • • •• •• ••• ••• ae-oom lying with the Florida •10 Buildlllg Code „T`d:• •{r � '*__UJ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. ••NOT • • • • • • MOA-No. 15-1007.02 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NOW-COMPRESSIBLE. • GLA CAFTAC:IES 0 1t11S•SHEL� AR • Expiration ata 08 Ole �'� •••BASED ON ASTM El 061-09 (3•S%. � S) v '� OF /�Q{/� drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT �j p... COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE AND FLORIDA BUILDING COMMISSION By i y�''•......• C9�� W04-37 REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. DECLARATORY STATEMENT DCAOS-DEC-219 WR e Prd..t C..tll rr s/��6�� r�ffll 111111 sheet 1 Of 10 • • • • • i • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 0 • FRAME WIDTH DESIGN LOAD CAPACITY- IT 39 3/6"MAX 75 3/8"MAX. SINGLE OR DOUBLE ENTRANCE DOORS WITH OM FRAME WIDTH ly DOOR GLASS TYPE GLASS TYPE 33 3/S' 69 3/8' BIDTH-W MM-12 HEIGNP-A 'A' 'B' D.L.OPG. D.L.OPG. z M RICHES INCHES INCRB.4 Q EM.(+)/INT.(-)L7R.(+ INS(-) n Zd - 12"MAX. 4°MAX. 4'MAX. 12"MAX. 24 80.0 Sao HEAD/SILL MEAD/SILL HEAD/SILL HEAD/SILL 80.0 80.0 CORNERS CORNERS 63-3/8 30 ¢ w. �u 37-5/e 80.0 80.0 F F Q 43-5/8 81-5/B 69.0 69.0 t� 24 80.0 BOA 69-3/8 30 80.0 80.0 it n 11 u 37-5/6 80.0 80.0 II 0 Il, pig 24 80.0 80.0 Q /.tt' II QyQy a O ____- �,If -it---__ Gp 75-3/6 30 80.0 80.0 , ___-7 ____ 2 J i% 37-5/8 80.0 90.0 ci H Ir d H II �✓ II 24 800 80.0 W ii G 11 G ii IIa' § 63_3/8 30 80.0 80.0 37-5/8 80.0 30.0 �` S 43-5/8 69.0 69.0 85-5/8 24 80.0 80.0 1 U - I ANCHORS AT 69-3/8 30 80.0 80.0 `: TRANSOM ENDS It / 37-5/8 30.0 80.0 TIUUIISOMRS AT I ' AT 2-1/2"O.C. (5)FOR INSTALLATIONS }}}} 24 80.0 80.0 AT 2-1/2'O.C. --_p- - j INTO WOOD/MASONRY 75-3/8 30 80.0 800 (4)FOR INSTALLATIONS-' C. ✓ I ((3)FOR INSTALLATIONS 37-5/8 90.0 80.0 INTO WOOD/MASONRY INTO METAL STRUCTURES (2)FOR INSTALLATIONS 24 BOA 80.0 INTO METAL STRUCTURES 33-3/3 30 80.0 80.0 37-5/8 80.0 80.0 . 3 a a 43-5/8 69.0 69.0 o 81-5/e I 'm -- �•__- 1 1 N C,4 M m 24 80.0 80.0 Ifs 1 -i j{'i 1 I �/ tf'1 M N 69-3/8 30 80.0 80.0 1n 37-8/8 80.0 80.0 O 24 80.0 80.0 75-3/8 30 80.0 80.0 37-5/8 80.0 80.0 �i I �f It I i / N m•-m 24 80.0 80.0 63-3/8 30 80.0 80.0 37-5/8 80.0 80.0 1 II \ 1 1 43-5/8 89.0 69.0 24 97-5/8 80.0 80.0 1 I I a 69-J/8 30 80.0 80.0 A 1 _�-_e LNACTNE ACTIVE a 37-5/8 80.0 80.0 r _ I ` 2 8 24 80.0 80.0 SURFACE APPLIED B SURFACE APPLIED B 75-3/8 30 80.0 80.0 FALSE MUNRNS 9 FALSE MUNTINS MAY SE USED 'iy Z MAY BE USED iv 8 37-5/8 80.0 80.0 25 3/4" rc 25 11/16• 28 11/16' FRAMELWIDTH D.L.OPG. n $ D.L.OP, O.L.11'1.* PC. %.i n m m o n 35 3/4"MAX. 72•MAX. n � ••• • • • • • •• o LFAF WIDTH • • • • • • • • •' DOOR OPNO.WIDTH Ci �t • • •• • • • • • (B)ANCHORS e 3 (O/X) • •• • • • • ••• •AT STILE ENDS (O/XX) • • • • • • • • A•2-1/2'O.C. ttttlilllri r / \ PRODUCT REVISED / \ GLASS O.L.O. DIMS. (TRANSOM) as complyinga with the Florida w - Building Cod D.L j HI'I T= TR*V H S - 3.378° •NOA-lla. 15-9007A2 �{r_ i9Jf j{Y a D.L0.WID I = TRANSQAF II�TH�- 6A"� • �Plratlon Onto 0817912018 �'0: u fr • • • • • • • • \ / •• ••• • • • • , • sI ••. 21 • • •• a roduatn WI (SINGLE DOOR FRME WIDTH) rol i ' 8•..O..R.L.Do.Pf.�',,(r�®�j�� dWm0Wi4ng-3no7. rrhl ILL wheal 2 ot10 0:0 ar • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY-PSF HEAD/SILL ANCHORS AT STILE ENDS v SIDEUIES AT 2-1/2'D.C. (6) FOR INSTALLATIONS INTO W000/CONC. GLASS TYPE (3)FOR INSTALLATIONS INTO MErAL STRUCTURES SIDELITE WIDTH FRAME HEIGHT V k 75 3/8'MAX. SIDELITE WIDTH %. SIDELITE WIDTH MAX. SIDEIJTE WIDTH MAX. MAY- INCHES 01CNEs EXT.(+)/wT.(-) SEE CHART AT LEFT SEE CHART AT LEFT FRAME WIDTH SEE CHART AT LEFT °J 35-1/4 50.0 2 1/4'MAX. 2 1/4'MAX. 2, g 38-5/8 81-5/8 76.1 HEAD/SILL2 1 2 HEAD/SILL 2 1/2" 41-1/4 70.3 CORNERS /- CORNERS 43-t/4 87.1 36-1/4 80.0 38-5/8 85-5/8 75.1 - - A --- - ` I� 41-1/4 70.3 36-1/4 91-5/8 80.0 36-1/487-3/8 80.0 C O Til$ L 32 II/6. t---- ii \ mo II 4p` mQ II II I I U II II � D d. y II II II I I 11' yll I I / N N M m II II II\ 0)17 N I I 0 �+ it it INACTIVE j j ACTIVE o v y 2 i' SURFACE APPLIED K z K B FALSE MU MAY 8E USED USED m � 25 11/16" 25 11/16' D.L.GPC. D.L.OPG. DL OPG. D.L GPC. ).L OPG. is'ac 72'MAX. e a Q S DOOR OPNG.WIDTH 5� (0) (OXXO) • � GLASS D.L.O. DIMS. (SIDELITE) - 7 •• • • • • • • D.L.O. HEIGHT a SIDELITE HEIGHT - 3.375" • • • • • • • • ••• D.L.O. WIDTH = SIDELRE WIDTH - 6.0" • • •• • • • • • °c a z- 0.0 PRODUCT REVISED •• � NOTE: ascomp with the Florida ,(19 FOR DOORS CAPACIT`P SNE SHENFT0f • • • Building Code 70882 _ y+ s • • • • • NOA-No. 15-1007.02 Y} (MAX. DOOR FRAM SIGH = 75-3•/8 • • • • Exptration Date 08!19/2018 MAX. DOOR FRAME HEIGHT a 9?55/81 • • • • • , FOR SIDELITE CAPACITI"SEE ONAW ABOVE, • • • By ATB OF .' � Browing no. LOWER VALUES fROM BOORS OR•SIDELITt 000 • tl m e Product Control CHART WILL APPLY TO ENTIRE SYSTEM. /1tI NgT1 sheet 3 of 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U 5/32°TEMP.GLASS Z 1/8'HEAT STREN'D.GLASS 1/4'AIR SPACE 090'Interlayer 1/8'HEAT STREN'D.GLASS fS Kuraray Butacite PVH By'Kuraray America,Inc.' 090'Interlayer Kuraray Butadte PVB 1/8'HEAT STREN'D.GLASS By'Kuraray America,Inc.' SILICONE �u 1/8'HEAT STREN'D.GLASS G to z m DOW CORNING 795 $ DOW CORNING 995 s SILICON: Q�666& DOW CORNING 795 a a Dg '•n m DOW CORNING 898 E8 IL GLAZING DETAIL AT 75 DOOR LEAF 1 M4 v ac N i z m LLJ R M4kc q / 47, / °< LOCK OPTIONS SINGLE DOORS: LOCK OPTIONS DOUBLE DOORS: OPTION J1c (O N M OPTION Al ACIDIE LEAF: o \ \ /GLAZING DETAIL AT jg 3 POINT LOCK SYSTEM BY'AMESBURY' 3 POINT LOCK SYSTEM BY*AMESBURY' _ / _ i SIDELRE 0 z;� WITH SURFACE MOUNT HANDLE AT 3e'FROM BOTTOM WITH SURFACE MOUNT HANDLE AT 36'FROM BOTTOM S LO.E AND DEAD BOLT LOCKSET AT 32'FROM BOTTOM AND DEAR BOLT LOCKSET AT 32'FROM BOTTOM GLASS TYPE GLASS n?E W V o KEY OPERATED ON EXTERIOR AND THUMB TURN ON KEY OPERATED ON EXTERIOR AND THUMB TURN ON 0_m INTERIOR. INTERIOR. INACTIVE LEAD GLAZING OPTIONS � 2 POINT LOCK SYSTEM BY' c S SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD&SILL SURFACE MOUNT ACTUATING HANDLE AT 36'FROM BOTTOM OPTION i2: o OPTION 42. ACTIVE 3 POINT LOCK SYSTEM BY'HOPPE3 POINT LOCK SYSTEM BY'HOPPE' wrrH SURFACE MOUNT HANDLE AT 38'FROM BOTTOM WITH SURFACE MOUNT HANDLE AT 30'FROM BOTTOM AND DEAD BOLT LOCKSEr AT 32-1/2' FROM BOTTOM AND DEAD BOLT LOCKSET AT 32-1/2'FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON KEY OPERATED ON EXTERIOR AND THUMB TURN ON „m d INTERIOR. INTERIOR. •• ••• • • • • • •• o �>�� INACTIVE 1. • • •• . • • • • u s_ 2 POINT LOCK SYSTEM BY'HOPPE' •• 000 •• • • • • •.• • SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD tr SILL •• ••0 •0 ••• 0 0 •.• `� SURFACE MOUNT ACTUATING HANDLE AT 36'FROM BOTTOM "No. PRODUCT REVISED • 0:0 •• •.• • • • as COmPt in with the Plorids • • • • • • • • NOA No. 15-1007.02 u •• •• • • • • • • •• • • Bzplretion Date 08/1912019 • ATE OF •• 4 drawing no. y�Pmd-1 �i i��•NA` �///illi INtL sheat 4OI10 i • • • • • • • • • • • •• .• 000 • •• •• TYPICAL ANCHORS TYPICAL ANCHORS ��V SEE ELEVATIONS SEE ELEVATIONS FOR SPAGNG FOR SPACING 1BY WOOD BUCK METAL STRUCTURE EaiE DIST. (SEE SHEET 1) 28Y WO BUCK (SEE SPEC BELOW) OR ; +� D ST_ RE —---—-------- I T. y a: ya 1 II MLW-DARE COUNTY APPROVED I n J • EDGE DIST.• n '3•KSI CONQ:. I I CUPPED MULLION 11 d.. .•e. i EDGE EDGE DIST. SEE SEPARA NOA r3.K51 COt�O. 1 i• I I o Ss la � g fYiO� LL I I Et S�Ba I TYPICAL ANCHOR TYPICAL ANCHORS 1{Qo�J°�55 GOA V7 TYPICAL ANCHOR SEE ELEVATIONS SEE ELEVATIONS Q SEE ELEVATIONS - FOR SPACING FOR SPACING FOR SPACING E4 1 2'VIN. all l THROW BOLT PENETRATION —� E9 WOOD BUCKS AND METAL STRUCTURES NOT BY RC HOME SHOWCASE V4 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYS'T'EM AND TRANSFER THEM TO THE BUILDING STRUCTURE. v bbb N TYPICAL ANCHORS: SEE ELEV.FOR SPACING c c 114" DUI. HILTI KWIK-CON II (Fw138 KSI,Fy=137 KST) twi ai INTO 2BY WOOD BUCKS OR WOOD STRUCTURES o 0 1-1/2'MIN. PENETRATION INTO WOOD (HEAD/JAMBS) w 3 a c THRU 18Y BUCKS INTO CONC. OR MASONRY t c o N 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/JAMBS) In a M m 4)O M m o DIRECTLY INTO CONC. OR MASONRY E ^ z 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) 0 mn va ER 1-3/4' MIN. EMBED INTO CONC, OR MASONRY (JAMBS) U e c 1/4° DIA, TEKS OR SELF DRILLING SCREWS(GRADE S CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/81 O 20 INTO METAL STRUCTURES STEEL : 1/8'THK. MIN. (Fy = 36 KSI MIN.) E5 ALUMINUM : 1/8'THK, MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) u TYPICAL EDGE DISTANCE R INTO CONCRETE AND MASONRY - 2-1/2' MIN. INTO WOOD STRUCTURE = 1' MIN. i INTO METAL STRUCTURE = 3/4' MIN, 1 M3 O I � •• ••• • • • • •WOOD AT HEAD OR JAMBS SO = 0.56 MIN. `o•�..m m i i • • • • • • • •CON11IME AT HEAD, SILL OR JAMBS 1'o m 3000 PSI MIN. .� S B • • •• • • • •6-0%0 GROUT FILLED NORMAL WIDGHT BLOCK AT JAMBS fm= 2000 PSI MW. 52 Y7 • •• • • • • ••• • E2 • • • • t • • • i `{{{ I 11 Irl It •• ••• •• • • • •• ��{ SEALANTS: �`` ' ••UcENSF••... '�. .° PRODUCT REVISED ALL FRAME D PANEL JOINTINSTALLATION SCREWS AND as comp)In with the Flodda :i HEADS OF:A COIRSCRIMAT SI%TO BE.?"%;H BulheYp�aPe WHITE/ALLAM COLORED ' �',a.E7..DG•I�ES•ID•'.CISOfo.NrC:•�',' :. • SIUWNE.• MOA-No. 13-1007.02 •• • • • • • • ♦•• • • • • • Bxplratlon Date 08I19M019 ••• • • • By 8TYPICAL f., draWin 9 0 no. ANCHOR DOOR DETAILS IYlis 0 rodoet control '�� •' ��` W04-37 SEE ELEV. FOR SPACINGfill III t 1111 sheet 5 of 10 ••• • • • • •tt • • • • • • • • • • • • ••• • • • ••• • • U TYPICAL ANCHORS SEE EL% I,RY FOR SPACING ES © O Z p i 14 ACTIVE KCAL ANCHORS O a FOR ACING °� V7 _ �•;, _ f, LACKS a O.4 OPG. SET:SHEET 4 O 4 FOR DESCRIPTION EXTERIOR LEAF WIDTH r 1/2'MAX. FRAME WIDTH SHIM NSHIM TYPICAL ANCHORS FOR ACING SEE ELEV TYPICAL ANCHORS U ; -SEE ELEV SAE METAL Q FOR SPACING O CO LOCKS E3 C G FOR DESCRIPTION STRUCTURE LyLnm st 14 E7 INACTIVE ACTIVE 0 i ^ Urni V5 — O 52 V4 EB EB 2 E li. E6 D.L.OPG.D.L. D.L OPG. Mt g 4 IBYJ EXTERIOR WOOD BUCK LEAF WIDTH LEAF WIDTH m 1/2'MAX. •�O-M : • • • • • • • N M'"• t/a'urx. 8�8 SBdI • •• • • • • ••• • SHIM PRODUCT REVISED ae oomplyin with the Florida ^� • ••• ••• • • t 8uildl�CodaAp • • • • • • • • • No"o. 15-1007.02 •• • • •• i i • •• e 0 Expiration Date 08119/2018 • •• ••• • • • • • MTE CP !� � drawing no. ••• ID rouct Control �� • •�� W04-37 DOOR DETAILS �' /l� IIITtt sheet g oI10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U TYPICAL ANCHORS M�� FOR SPApNnONS a 0 •.WGE 915Y'• �. C y JZZ V 'E12 yW1 �qft O V4 .ia s , o S14 x 1• SELF DRILLING SCREWS $ AT 4"FROM ENDS E13 AND 127 O.C.MAK V4 g n J � E12 N O M21 g 0 Y4 w _ 14 E11 O O U > C � f/fNM N N M � m m M S2 V7 E9 0 u! E4L oil E9 •. O V4 a V4 n •• D.L.OPO. o g 0 1/z'MAK TRANSOM WIDTH EXTERIOR (o/x) Id (0/xx) •• ••• s fox..-. •• ••• •• • • • •• ♦♦♦\\1��1pp5��11AA�it'll ll� PRODUCT REVISED • ••• ••• • • es com 1 In¢with the Florida . 0892 AAAAY $ • • • • • • • •BxM11ag Code _ 1$' $ • • • • • • wftMl-Mo • . 18-1007.02 = •• :• • • •o • •• GEx�tl aon Date 08/19/2019 •. ;/��g�!°� ••• • ••• • i TE DP '�vs/: drawing no. ey '�.`�.`''' oino?•' s W04-37 TRANSOM DETAMS miam Product control ��'S/® ��`♦ l 1111 11\\\\ sheet 'J of 10 0:0 •• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 71 0 q J ••3.k$I CCNC:• t ��6 0 SS QF C O 0 E11 cy o< 0 Ey- 8.0t E79 Q TYPICAL ANCHORS O O SEE ELEV. FOR SPACWG E3 1/4'DIA.TEKS V4 E12 OR SELF DRILLING SCREWS w _ E13 AT S`FROM ENDS AND 12'O.C.MAX. � C U v N VI 3 Q O d U1 N to O Ln M a tD O 2d Es EXTERIOR D.L.OPG. D.L.OPG. LEAF YAM g 1/2' SIDEUTE WDTH DOOR FRAME WIDTH o 8 SHIM u p E9 ( OOR W/ SIDELITE) V4 19 N •• •• • • • • • •• • • • • • • • • • •• • • • • • • ♦D mos_ • • • • • ••• • E11 • • • • • • • • \\\lllllll/!/ PRODUCT REVISED • •••• -.0 • • u•aompigIngo with the Florida _ •T bj. • • • •• • • • O/�• • N&IOJbwe ' •.o;,�. !'a� ':'. ° • • Ho. 194007.02 � 5 • •• • • • • 161pin8on Date 08/1912019 OF ;� � dlrlawing no. EWE DIST, TYPICAL ANCHORS ••• • sy •..,oR1oP:��®.`�� 04-37 SEE ELEV.FOR SPACING SIDELITE DETAILS puem o roduot ontrof � /®�y ,�� 11 11 Itt\t sheat $of 10 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3.770 3.750 rrEM @ NUMBER RRQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 4.000 Et RD45-073 1 FRAME HEAD 6005-TS '• Ay n .125 .100 E2 RD45-024 1 FRAME SILL 8083-T6 - 3 .080 2.125 E3 RD45-022 2 FTLAME JAMB !M.:5.1_6 083 T8 - O 3.000 1.6� .125 .938 E4 RD45-004 1/LEAF TOP RAIL gOF*T'TB 2.125 1.813 ES 8045-021 1 LEAF BOTTOM RAIL 8083-TB 0. - .090 L jyp E6 R045-DOS 2/LEAF HINGE STILE INACTIVE LEAF LOCK STILE 500 Is TYP. .687 E7 R045-002 2 VERTICAL JAMB STOP 6063-TO - �! I 1%= 1.988 IN\4 EB R045-010 AS REDO.GLAZING BEAD LAM.INSUL GLASS) 6063-T6 - a -H •572 IX =2.610 IN\4 1.875 Sx=Ob73 IN\3 SIX= 1.363 91\3 E9 RD45-007 AS REDD. GLAZING READ(IAM.GLASS) 8063-TB SIDELITE HEAD/SILL SIDELITE JAMB E10 RD45-017A AS REOD. LOCK STILE ACTIVE LEAF 6008-TS - p E TRANSOM JAMB El DOOR HEAD E1 TRANSOM HFAD/BILI. Ell R045-014 AS REOD. SIDEUTE HEAD Slid.TRANSOM JAMB 8005-T8 - S `: 1.812 4 209 E12 RD45-015 AS REGO. JAMB AT SIDE LRE,HERO u AT TRANSOM 8083-T6 E13 RD45-016 AS REDD. SNAP COVER g .100 1,666 E19 8048-026 AS REQO. INTERIOR SWAP COYER - 6 ;r I 1' E20 ao45-oma AS REDD. ANCHOR CUP,8'LONG 6gg3-T6 - Q .118 1.470 IFF .L-. .-�. M7 RD45-Mol 4/LEAF HINGE ASSEMBLY ��TS QQQ XbiS 1.750 •062 M3 RD45-MO3 AS REDD. FLUSH BOLT AT 3 POINT LOCK = _ - 4'OOD I 2A25 M4 - AS REOD. %L EDGE SPACER FOR INSUL OIASS ST ST CARDINAL 2.I1S 2187 •156- M14 W31384KK AS READ. WEATHERSTRIPPING 4.125 Ei SNAP COVER U20 - 1/2'x 3/18'x V SETTING BLOCK(IAM.GLASS) NEOPRENE 6'FROM EACH END 3/4'x 3/16'x 4'SETTING BLOCK(INSUL LAM.GLASS) LOWE,DUROMLTER 8515 SHORE A o O N HINGE STILE ,164 M21 1/2'x 3/4'x 4'SETTING BLOCK NEOPRENE 8'FROM EACH ENO&MIDSPAN 156 E6 INACTIVE LOCK STILE $ c 1AWE.DUROMETEft 8515 SHORE A � 11.887 RD45-MiJ o M24 4/LEAF HANDICAP OFFSET HINGE ASSEMBLY 8005-TS IR =2.262 IN\4 4.209 1348 �5O - U >FRAME JAMB SX= 1.024 IN\ 100 M28 W31421NK AS RE00.WEARHERSTRIPPING Y1 0375T270 DOOR W'STRIPKKO FOAM 0-LON O a a 1.750 V2 Y-059 OFFSET BULB VINYL.WSTP. PVC g t c o N GLAZING BEAD V4 V-009 BULB WSTRIPPING,OUROMETER 75±5 SHORE A PNC WBIORG,WV-3289 N Ln M n 1'750 EB (LAM, INSUL. GLASS) -V8 Y-085 PEROXIDE THREAD-M flNGFR � TRQACO '� � S2 AS REOD. 3/8-16 X 2'I.Q.FULL THREAD HX.HO.. 1 PER COKER p [ RA i 3.125 SS 4/MNGE 12-24 X 3 4'LG.PHIL F.H.MACHINE SCREW1 ST/ST IhINGE INSTALLATION SCREWS ='n'- 4.000 4.125 SB AS REW.1#12 X 1-1/4'LG.PHIL.SMS. ST/ST ASSEMBLY FASTENERS ACTIVE LEAF LOCK STILE 1.248 .875 SSR MEET 4 FDR TACXB OPTIONS AND DESCRIPTIONvl F •1� E10 O 582 .562 GLAZING BEAD a O (LAM. GLASS) G E4 TOP RAIL °g8 1.875 1.870 r E o 10 .100 .860 1.375 .87•5- .070 7.750 188 8.875 , I ••• •••• ••• ••• ••••••• ••• ••• •• • • bCBi 0 3.750 INTERIOR SNAP COVER •• •• ••• ••E `7771 111 !!/77 OFRAME SILL •• 000 •• • • • •• SOD ` ";•• �••,• '� I 3.570 PRODUCT REVISED is eompl T11gg with the Florida 7 .062 • •.• ••• • • ildln Code _ la 7.844 i •• i i • NMNo 15-1007.02 .542 ,158 .447 •• • • • • •• B Iratlon Date 0811812019 �op1l666gt// 1.750 ••• • • • ••• ��® '•QS7`� drawing no. LDA•'`°�'` W04-37 .625 er .;��a....... 101e -D e F uo!Gontro 7 O ANCHOR CUP O BOTTOM RAIL O VERT.JAMB STOP 7j ��11117 7 sheet 9 of 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• S8 V%2-1�M PI/ATE Q Zj q j 6 �$ 0 N LEAF TOP CORNER J N Q O DOOR TOP CORNER TRANSOM TOP/BOTTOM CORNER q 3<' O d a_ V1NM� Ln M N 0 M in.E V1 � o ZZ i 52 mT 1•%2-1/2.X 1/4' /•� a ALUM PLATE iu n u • •• • • • • • LEAF BOTTOM CORNER -p i X PRODUCT REVISED • ••• ••• • • rico � k DOOR BOTTOM CORNER &IDELTE TOP/BOTTOM CORNER • • • • • • • ••spoompisin•wlthtb0Pbrtd• _ $ •• • •• i • •• i eNi611A`N''dCooddaa15-1007.02 ••• •• ••• ••• ••• •.Btplration oats 08/19/2019 aP drawing no. AOam ny foduet ontro r�/®A1AL�\`` sheet 10 of 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIA TMATVIIDADE COUNTY H PRODUCT CONTROL SECTION o � Roam 208 DEI�AItZ'It�NT OF REG1EJ�T{}Ra'AND ECC3I�f)t�tlC I',E,�t3•TTl�CES(R-`R) 11805 n'26 Street T(fi86}315-2590 F(785)315-2599BOARD AND CODE Afflffl MTRA.TION DIOISIOi� rgonc ,i Off,AC +PTA.N �� r miamiciade.eov/ecar�o�nv RC Rome Showcase,Ilnc- 16115 NW 5V Aienue blilam1 Gardens,Fii,330.14 c 3COPE8 .This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by)1 iamiDade County REE - Product Control Section to be used in Miami Dade County and other areas where allmved by the Authority , Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)midlor the Alu(in areas other than Nam!—.Dade C3��ujiR)reser:e.,... the right to have this product or material tested for quality assurance purposes!Xt'hiq product or platerial • fails to perform in the accepted manner,the manufacturer will incur the exTense o16VG4 testier 04Il1e AIU- . may immediately revoke, modify, or suspend the use of such product or materWwwkin their jurisdictioa. REIt reserves the right to revoke this acceptance,if it is determined by Miami;Dario Bounty Predyatt Contrtf Section that this product or material fails to meet the requirements of the applicable ibtlilding cade 0•* •*sow This product is approved as described herein, and has been designed to complToMe he Fit d--$uildirtg:••• .. .. . .. ...... Code,including the High Velocity Hurricane Zone. • swssss • s DESCRIPTION:Series Aluminum Tube Mullion—L.i1.1i. ....:. APPROVAL,DOCUMENT:Dra"ring Into.W04-05,titled"Aluminum Tube�uilipj",sheWT rrougl*7.w. of 7, dated 05/02/04 with revision F dated 04/16115,prepared by AI Farooq CorlTctration,sigmid 4 sea.Ier� • by Javad Ahmad,P.E., bearing the NCami Dade Count),Product Control Revision stamp with the'Aotice of Acceptance number and expiration date by the Miami Dade County Product Control Section. MISSILE IWACT RATING:Large and Small Missile impact Resistant LABELING. Each unit shall bear a permanent label with the manufacturees name or logo, city, state, inodeltseries, 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 iliere has been no change in the applicable building code negatively affecting the performance of this product. TERE BU ATI ON of this IsTOA,.mrill 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�dOA.Failure to comply with any section ofthis NOA shall be cause for termination and removal of N0A. 3VERTISEYMNTo The INTOA number preceded by the words Miami-Dade County, Florida, and follm=red 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#13-1112.16 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 lirlanlaei Peru,P.E. F s NOA No.15-0�1 x.23 Expiration Date; August 19,2019 Approval Date. February 11,2016 Page 1 RC Home Showease,Ince NOTICE OF AC- PT -,VIDEINCE SURMNTED A. BRAMM4GS Manufacturer's die draNvings and sections. (Submitted trader NOA Ardo 04-0$0&>0.5tart!09-012&•14) 2. Drawing No. W04-05, titled "Aluminum Tube Mullions", sheets 1 tlirougli 7 of 7, dated 05/02104, Ivith revision P' dated 04116/15, prepared by Al Farooq Corporation, signed and sealed by favad A.bmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Unifoam Static Air Pressure Test,Loading per FBC,;#Age;02-9u 3)eater Resistance Test,per FBC,TAS 2=-90• ••• *Go*:* 4}Large br]issile Impact Test per FBC,TAS,�DJ44 •..•.; ....;. 5)Cyclic Wind Pressure Loading per FBC,."203-94 . • . along with marked-up drawings and installation diagram oii-iumlnim.4iRgle h4ftgeo; windows mulled together, prepared by Fenestration Tesfma•E�aboratowv•�iic., 'Feat••. Report No. FT-1,4024, dated 01/14/04, signed and�. .. b3:'F�undo..�.... Largaespada,P.E. 699969 • (Submitted un der ArOA NO 04-0608.05) .•.... Za Test reports on: 1)Air Infiltration Test,per FISC,TAS 202-494 • 2)Uniform Static Air Pressure est,LoadmgperFBC,•TO S 202-9i ••• 3)dater Resistance`fest,per FBC,TAS 202-9 .• 4)Forced Entry Test per FBC 2411..3.2.1,and TAS 202-94 along ivicb. marked-up drawings and installation diagram of aluminum feed and casement windows mulled together, prepared by Hurricane Engineering & Testing Inc.,Test Report No. HE1-03-1346,dated 09/16103, signed and sealed by Rafael E: Droz--Sella,P.E. (Submi ted uadeP NO-4 No. 04-0608.05) C e CAS C>I LATIONS 1. Anchor.-verification calculations and structural analysis, complying with FBC 5t11 Edition (29147), dated. 04/13/15, prepared by A1-Farooq Corp., signed and sealed by favid Alunad,P.E E. Tie QST 1Y ASSURANCE 1, 1_Vliamiml ade Depai tment of Regulatory and Economic Resources CRER). t G r�aEtFl�E� Z'�.R• Pro uei Con€r I, an:iner NOA No.15-0512-23 Expiration bats: kupst 19,2019 Apprav ai Da te: February 11,2016 Z-1 R�Home Showcase,lite. NOTICE,OF ACCEPTANCE: E WENCE SUBWMED E MA'I€ RL4L CERTIFICATIONS 1. None. F. STATE i' NTS 1. Statement letter of conformance,complying with FBC-5'h Edition(2014),and of no financial interest,dated April 13,2015,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report by dated 01114104,issued by Fenestration Testing Laboratory,Inc.,signed and sealed by Edmundo J. Largaespada,P.E. (Submitted ander NON No. 04-0608 05) 3. Laboratory compliance letters for Test Report No.HETI-03-1346,dated{OPIVO - issued by Hurricane Engineering&Testing,Inc.,signed and A pled by Rafae'PE DroZ Seda,P.E. 0.0.00 0.. .0 00.0.0 (Submitted under NOA No. 04-0608.05) •••••• 0 •000. 0 . 0000 0000 . 0 0000 0000 0000. C. OTHER . 1:. Notice of Acceptance No. 13-1112.16, issued to R.C. Homey pyacase,0*oz their Series "lvL-1.11099 Aluminum Tube Muffion -- L.MJ., apFw!ed on 12/25/13 ancf expiring on 08/19/19. 0000:0 0000.. see 0000.. Manuelp a P.E. Product Contr finer NOA No.15-0512.23 Expiration Date- August 19,201.9 Approval Date., February 11,2016 E-2 _Ttt'ICAL FJ SWNDOW FTUNdE �C7�� -TOW NO PRODUCT a yptm -0Mn j 4N� 100 0 r4 0aL000 r yy m1R 7i 6,000 �W N VII BID Sx MULLION SYSTEM EUSED IS RATED FOR LARGE MISSILE;IMPACT. f TUBULAR SIOUPES Z I V n AND CAN DE USED WITH ALL MdIAMI %D1f1 COUt4TY APPROVED I •—•R,000 ALLOY 4 6063-TO IMPACT AND NON-IMPACT RESISTANT PRODUCTS. 8 RLi ECTANGUI Aa ALUMINUM TL1sF M 1 IONS tu rj USING MULLION PROPERTES ES OM�Y MULLIONS CONTAINING C U B::a HORIZONTAL OR VERTICAL I:5 SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING �, t �� e III)T THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014(DTII E11111011)FLORIDA OUBDINO CODE INCLUDING 5 O d pi NIGH VELOCITY HURRICANE ZONE(IMIZ). J =t^_ ALL GLAZING PRODUCTS USED LVINI THESE MULU014S MUST MEET THE APPLICABLE BUILDING LOGE REQUIREMENTS I.Et WINO L0A0, LVATER 04FILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS LTC. WOOD DUCKS BY OTHERS,MUST DE ANCHORED PROPERLY TO TRANSFER ......_ ..� LOADS TO TILE STRUCTURE. ANCHORS SHALL DE AS LISTED,SPACED AS SHOWN ON DETAILS,EMBEDMENT TO BASE MATERIA.SHALL BE BEYOND WALL COVERING(STUCCO,TILE EIC. 5t L� ANCHORING CONDITIONS OTHER THAN THOSE SIIOWI4 04 THESE DETAILS ME NOT PAIR OF THIS APPROVAL A LOAD OURANON INCREASE IS USED IN DESIGN /or ANCItOR3 0T0 WOOD ONLY. $y;R z P' CONT IMS WTIUOTHER DII BUTSSIMILAR MATMIXED ERIAS 51AU MEAL CITTHHE REQUTHAT IR£MEOME NNIS C R OF THE 2014 TLORNA ULOG.CODE, a J,NSTR TIONS• USE CIiARTS AND GRAPHS AS FOLLOtY3. •• ••• • • • • • •• °v��d.A STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 • • •• • • • • • y t� y FOR PARTICULAR OPENING. • •• • • • • ••• • ,STEP USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD • • • • • • • • • REQUIREMENTS, •• ••• •• • • • •• USE CONNECTION TO MULLION AS PER PRODUCT giton JA AO NOMAD I'1L000CT RRVISISD APPROVAL FTA, CML OOS2 of c."uplying with Ilia 1+10TWa USING CHARTS ON SHEEt 3 SELECT MULLION WE VWNI 3 OtdWinR USWO STEP 4 DESIGN RATING MORE TITAN DESIGN LOAD SPECIFIED • ••• ••• • • • CARL Aeeeptaueo t4a£5"05 N M2•z� 8 k STEP 1 ABOVE. • • • • • • • • • Kx NnN�ltau iLue$ USING ANCHOR TYPESSELECT ON SMELT 5 7I HIT 7 AND ANCHOR CHATS • • • • • • • • llY r Q„�._,..y,'} • • • • • • • • • • Atlam Hula Produel Caa _. STEP ±2 ON SMELT 4,3CLECT ANCHOR TYPE WIIFI OESIt:FI INAT046 drav�ing no. MORE TITAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE, ••• •• ••• ••• ••• ••• M07 y (3hoot 1 Or' 7'1 . .. .• • • . •• •. ••. • • . •.• • • _tYPICAL WINDOW FRAME I w09 J a z01 ; C1 0 a Q000 ' "K•.: CLAZI iC iG PRODUCT w a [U=z�: a � a 0 w 6,000 rl I ii I T [AND ULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. I '_TUBULAR InII CAN UE USED WITH ALL MIAMI-RADE COUNTY APPROVE 2.000--•1 ALLOY= 0003-TOMPACT AND NOW-IMPACT RESISTANT PRODUCTS_ �I n W IU RECIANGULAEL ALUMINUM TBE MUI.LIGNS USING MU Z ION PROPERTIES ONLY MULLIONSCONTAINING TYPICAL PRODUCTS ml%� NOTES, IiORI ONTAL OR I,�CVERTICgI 11I i �j I SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING �I fn ti THIS PRODUCT WAS BEEN DESIGNED AND TESTED TO COMPLY%Wttl THE REGUIREAIENIS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY i W HURRICANE ZONE(HWix). ,.'.fib E.Jj yit,, (•ygla) :•O:T ^ ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE I IA • APPLICABLE BUILDING CODE REQUIREMENTS I,Et WIND LOAD,WATER INFILTRATION, FgRCED ENTRY RESISTANCE, SAFEGUARDS ETC. ;� WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER s• .•Y� LOADS TO THE STRUCTURE. _ ANCHORS WALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,EMBEDMENT TO BASE MATERIAL SIWL DE BEYOND WALL COVERI70(STUCCO,BLE ETC.), ANCHORING CONDITIONS OTHER 114AN THOSE SHOtWN IN THESE DETAILS ARE NOT PMT OF 71115 APPROVAL, A LOAD DURANON INCREASE 15 USED IN DESIGN OF ANCHORS IMO WOOD ONLY, p1i1 5? MATERBLS INCLUDING BUT HOT LIMBED TO STEEL//METAL MCA THAT COME INTO L11I CONTACT WR'OTHER DISSIMILAR MATERIALS SHALL IXET THE REQUIREMENTS `{ OF THE FLORIDA BLDG.CODE I INSTRUCTIONS: _ _USE CHARTS AND GRAPHS AS FOLLOWS. •• ••• • • • • • •• a h jo, T P 1 DETERMINE DESIGNLOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. I,, t -STEP USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD •• ••• •• •• REQUIREMENTS, y USE CONNECTION TO AIULUON AS PER PRODUCT APPROVAL,. Engn VAR I'Nt11Nll'" It I' 1iWSIQ) I a FIA.PEARL 70092 to complytoAp WIIU Ow Ftwids USING CRATING ON SHEET J SELECT MULLION SIZE WITH • 000 ••• • • • 044 635 IivIWOtS C'alo Tj-17512,23 I 'MEP • DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED • • • • • • • • • An:c(uunco th. 2fl1� o i `I i3• i _ IN STEP 1 ABOVE. • • • • • • • • T:, Iml Thio 1 s USING ANCHOR TYPES ON SHEET 5 BIRU 7 070 ANCHOR CHARTS • • • • • • • • • • yc�yJ� _ STEP ON SHEET d, SELECT ANCHOR TYPE WRIt DESIGN fIAIINC •• • ••• ••• •• ••• 4 Z�l� htintn )mto Produce I drOWhtg no.' MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. M04•-05 l (sB' 1 Rif_J-) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSP(TUDE AfIILLIONS) DESIGN LOAD CAPACrtY - PSP(TU01•:AIlI1.LlONS DESIGN LOAD CAPACITY- PSF(TUBE MULLIONS) �• ��o� 1-1/4 I-I/k WINIIOfi Dlhfti, x WINDOW 03 S. x ! i Jxa 1x4 2xn 4-1/z ^xe ^ Xa / VQpTiI(W)MULL SPAN STD. STI). BI'D. CI1STOht 3"1'0. IIN.AV1' WQHN(tV)MULL SPAN SPIla IFTD� 81'U.1 C�tF11 STD IIEXAYI' YA0T11(w)MULL SPAN STD, Sx STl1. 4 1/9Ta, STD, 2itAVY 1 XG 1 Xd kX4 A-I/k 0X0 2X0 19-t/0" 180.0_ _1804 190.0 150.0_ 180.0 150.0 19-1/6" 74,6 150.0 1&0.0 160.0 ISG.O 150.0 ifl-1 6` 28-1/2' 180.0 180± _1504- 1$0,0 190.0 100.0 26-1 2• / - 37,9 55.3 123.6 150.0 1&0,0_ PP® I ____-- / 53.6 118.4 150.0 190,0 100.0 1!10,0 26-1/2• 27,3 30.9 89.3 _111,0 1504 30" 150.0 180.0 190.0 150,0 190.0 1904 30" 47.3 1019 •--"""' - 140.9_ 190.0 1504 190.0 3p• -'_ J7' 180.0 180.0 190.0 150.0 180.0 100.0 37" --••- __ 2.1 35.3 78.9~_ 08.1 . I SpA •-^---• •••••----. J0,0 82.4 120.7 190.0 150.0 180.0_ d 42" 150,0 150.0 150.0 160.0 150.0 150.0 42" ---•__._ 37 - 3J.0 72.8 10_0.4_ 1504 100.0 150.0 d2• -Y 252 -684 701 1287 04.0 79.5 146.1 40` 39-3/8" ID0.0 -1504. 1$0.0,_ ._150.0...•1&0.0_,Ia0.0_ 48' 74-1/4' 29.7 __63.7~ 9J.1 150.0 160.0 100.0 44" - - 4d' IJ7tl 150.0 150.0 1800 _1600 150,0 ^^•'- -•-__._,• 120` �- - 22,0 X39 413 1008• 84" 2G A 66.6 82.7 IG0.0 160,0 790.0 64' «.._ 60" (240 1604 1$0.0 1500 1500 160.0 60' -' - .. .__ ,. 4 23,4 61.0 74.4 ISO4 144.1 190.0 Gp• •_"'" 00" 112.7 150,0 180.0 IS0.0 150.0160.0 '"" - -•. rr� ._. .. ^+ h _...._...._.. _.._..`_._ -r .384.. .49.0 90.1 a a G6" 21.0 46.3 07.7 138.7 131,0 _t00.0 06" 36.0 44,6 81,9 a q q 72" 1033 160.0 140.0 150.0 180.0 160.0 72" ` 42.5 62.0 125.3 I2Q,1 ISOA 72• '---- - 78-1/8" 180.0 -160,0 180.0 160.0 IG0.0 160.0 19-1/6' 61.6 110,M1 150.0 ISO. _160.0 160,0 19-f/0" - - J2.9• 40,9-- 75.1 ®�t 26-I/2' 150.0 130.0 130.0 150,0 150.0 1504 28-1/2" 37.2 79,7•. •118.4 130,0 150.0 150.0 20-1/2' 258 .._ JO" In2.6 1604 150.0 140.0 IG00 150.0 -' "" --• •• �. ......_� 2 5 Jt D -- 03.0.. 43.4 150.0 32.0 70.4 102.0 160,0 150.0 180.0 JD" -253 59,3 73.7 135,4 W«r 37" 116.6 IS0.0 IS0.0 150.0 150.0 150.0 ' " - 42" 101.0 _I60A 160.0 180.0 160.0 160,0 42. 26.8 07.1 ,83.4 150.0 180.0 150.0 37' - - x1,6 d0.1 50.8 109.8- ' 1 23.d _50.3" 73b 150•_0 160.0 180.0 42" '•'"'�"'" I 44" GO-Fi/a' ._89.1 Id3.l 150.0 ISOA 160,0 1110.0 48' - - - 42.4 -62.4• 96.7 84" 20.8 4A`0� 44,3 143.8+ 140.4 IG0.0 49' -- 64" 70,2•• •127.2 160.0 160.0 160,0 ISf1.0_ 6•fp 132" - _ - - 37.1 40.1 _04.6 39,1 57,1 127.6 126.1 190.0 94" 32.4 n0.4 75,2 GO" 71.2 114.5 190.0_ 15110 150.0 1500.0 69" 30.2 51.4 118,0 112.0 130.0 Bp" 84" 04.6 104.1 150.0 180.0 190.0 100.0 - - 20,4 36.8 67.7 U)! $! �" - 32.0 44.7 104.0 102.4 190.0 Op• _- _.._.__._ . .._ ._ - _ _-27.0 339 _01.6" I a 72" 59.4 06.4 139.3 IWO 1SOM 150.0 72" - _ J ? 19-1/8- '• 29.3 42.8 4S.9 93.4 150.0 72• - - 24.7T 30.7 68.4- / 141.3 1804 180.0 160.0 150.0 1604 19-t 8' - 28-i 2' _.-.-.._ / 34.3 74.0 100,1 150,0 190.0 160.0 19•-1 8' .. / 102.0 180.0 160.0 ibo,0 190.4 160.0 20-1 2• "_".- ---•---._..--._�__ / ... _.._.-- _..".___._...._ / 24.9 83.4 70.0 150.0 1604 ID0.0 24-1/2' - 219_ ..32.0 _ _ JO' 90.1 150.0 150.0 190.0_ 150.0 180.0 30• "'.•"."`.-..'-" ---.__.__.. _,.._._. - 1 51-7 224 47.2 68.9 150.0 150.0 150.0 30. _ -13- 71,8 49.0 150.0 37' 73.0 132.2 1504 150.o Ia0.0� .1x0.0 37" --._ _.- .- - - 20.M1 39.2 55.0 125.0 139.0 1II0.0 -_"'-"'--"""" ' _ .. ._ ._..- - 37" - - 48,7-_ .308.8 •1043 42" 04.3 110.5 loo.0 190 o 150,0 100.0 --•` _""•` """ ••- '• -37.0 46.0 844 42" - 33.7 49.2 110,1 323,2 _160.0 •--•�- -. -•_.. _.. LJ 42' . 40' p0• 90.3 101.9 140.0 150.0 150.0 160.0- �`_` - •- A0" O6" •^ 29.5 43.1 94.3 107.4 160.0 `- r "' - _ .. 46" 144' .. 32.6 40;6 74,5 � - 54" ,30,0 90.0 132.3 Iff0.0 150.0 1804 64" -- .. ._ .' - - . _ 5550.._. - iso 5555.. 28.5.. 38.8 86.2 • •0_-•- •._ . _.. - 26.2 J53 06,0 964 160.0 gq• _ " 60" 48.0 BLG 110.0 180.0 140.0 130.0 00" -'-' " ' '' "•' - - 23.4 31.5 57.9 �y 0555_ - - 2.359 34.4 77.1 80.2 150.0 Gp• a6' n0.9 74.1 108.2 100.0 1004 _100.o - - 22 4 24 4 82.1 0 2"•" 21.4 J1.3,.. 70.1 70.4 144.0 Gg• _ 72` 37.9 07.9 00« 150.0 150.0 160.0 •'-' ' 4 - - - - 20,0 20.4 47.4 7Z" - 26.7 64.2_. 71.4 132.0 72• U 19-1/D` 122,1 160,0 _1$0.0 180.0 150.0 180.0 l0-I 0" - ~• 23,7 43.4 26-1 2" / 242_ 61.0 78.0 _190.0 1Go.D 150.0_ - « - ',i •, / 04.1 130,0 1504 I00.0 150.0 180.0_ 20-1/2` - 37.8 64_0 122.0 •1_60.0 160.0 ARCf1ES TO OC 41SCRISED 30" 77.6 «1474 1504 150.0 160.0 150,0 - " U79IOE REI HORIZON NULUON ' .. 0505 JO" - 33.1 48.4 108.3 y134.S 160.0 c NI0UTAR SHAPE 37" 03.1 110.0 160.0 160.0 150.0 150.0 37" ""_'_ "'-" - ..__ - 26.9 J9.2 67.4 109.1 160,0 `` 42" 55.6 1050 150.0 190.0 150.0 Ia0.0 42' .. RODIICT --•• - 23.7 34,6 77.3 96.1 150.0 48' 03' -40.0 92.4 135.0 150.0 160.0 190.0 -" --" _. _ 48` 108° - 20,7 J0.2 47.7 84.1 190.0 . .VERTICAL. 1 .• `�"- c Sd" 43.2 02.2 1204 Ia04 180,0 150.0" 54" MULLION 00" ••30.9 _73.9_ 1QOA -160.0 180.0 160.0 pp- - 26.9 60.1 74.7 131.3 ____ 06" 39.•1_ 87.2 98.2 180.0 160.0 100,0 pg" L .15.1 - 24,2 5M1.1 07.3__123`0_ q 22.0 49.2 81.2 112-�3 PRODUCTPROD000T 72" __32,M1 41.6 90.0 190.0 ISOA IG00 72" _--.-1-492 -'-- 1� P 20.2 04.1 103.0 GLA7JN0 GLAZING II• PRODUCT PRODUCT n •• ••• • • • • • •• P C'9".f• • • • • • • • • ••--.._:5555. vPvv _ o o h N+ �J••. MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED • • •• • • • • �__W7 - �- I A101uoNLsrnN-•�� Q�s =v._ VERTICALLY OR HORIZONTALLY. • • • • • �' • • • (INTERPOLATION BETWEEN WIDTHS ALLOWED) •• ••• •• • • • •• +�-'` -s,'"' TYPICAL MULL ION ARRAN FMENIs Eotin��AHM4D 1'ItDDIICfItEVISEry � I f1A p 70aftZ At n>nlp1yi110 WIlhtho Florida ' • ••• W1 4 W C 1'E L 8$38 I1niWb1G cod. 'y • • , �W�= ii7f • n«<plall<oNe{rJ•o512.23 I i • • 2 1 piratim 0014 12011t •• • i' • Ati•ni lade Pro�Atct WNtrul drowin0Ro. MULLION,S• • • • • •••• •• 2015 ( M04-05� (�Ohael3tif j) ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • DGSlCN LOAU CAPACITY - M DFSICN COAD CAPACITY - I'SF -. ITINbOW 111.018. ANCIIORS TYPE DESIGN LOAD CAPACITY - PSF WINDOW DIMS, ANClR 'PAPE: mil, (w)}p DIMS. ANCII01tS T\'PI•: l�I 1ig-1 (I!) MULL SPAS4 A2 A•t AA2 AA4 D2 q4 WIDTH(pij MULL SPAN AS Mf AA2 -AA-1 q2 q•1 Wf0il1(W)MULL SPAN A2 A•1 3 19-1/6' 150_0 180.0 1$0,0 150.0 150.0 111010 19-1 0" AA2 AA4_ USS 114 • .. ..,- _„_ _ / 122.9 100.0 150^_D 150.0 150.0 lasts to-1/8' 76.0 150.0 145.6 140.0 114,9 I50.0 26-1/2^ 150.0 15tl,0 f$0.0 1951.0 196.0 180.0 2G-1/2" OB.7 150.0 150.0 190,0 134.1 150,0 26-1/2' $4.9 108,8 105.1 190.0 83.0_ 1_80.0 9 111_1 ._«1111... __._.� _ _1110 30' 150.0 100.0 160.0 190.0 180.0 150.0 30' ^70.M1 150.0 140.0 150.0 118,4 150.0_ 10" 48.9 07.0 92.8 190.0 37" 122.9 15 _....t40,U_.• 100_0 -IOO.o•.• 160.0 37' 63.5 127.1 121.6 160.0 96.0 190-0 3T •.J0.3,_,__78,6- -75.2- 190.0 99A 118.8 _._..__�_. .. _1111__ - -. 42" 100.3 190.0 IB0.0 190.0 1110,0 180.0 42' 58.0 11_1.9__ _107,1 iG0.0_ 84.6_ 190,0 42` 34.6_ 693 GG,3 112.0 82.3 10.1.7 Q O .. .. ._._.__�... 48" 30-3/4" 047 150.0- 1$0.00- 150.0 143.2 150.0 48" 74-1/4' d0.0 07.4 037--180.0 74.0 1.08.0 qp• 54" 04.2 150.0 150.0 190.0 127.3 f 50.0 '•' _ •-• 120" _10.3 60.6 BB.O- i 10.0 45.8 91.6 54" 435 07,1 83.3 150.0 65,5 131.6 54` 20.0 53.0 81.6 103.1 -0.7 81.4 -•• _ ° _. ..._ _`1111 _ .. _.__._ 60" 79A 190.0 145.1 150.0 114.0 Ib0,0 80" 39.2 78.4 75A 150.0 59,2 116.4 66• 24.2 46.5 64 926SG6 7J.3 ._ 1111.._ 6a" 65.0 1379 1310 100.0 104.2 . ,.180.0• GB" 39.8_ _71.2_ _tY8.2 13_6.3 53.8 107.7 66" _22.0 44.1 42.2 M04.4 33.3 60.0 g'&�u o .. 0001. ,-. 72" 61.2 126.3 120,0 190.0 05,5 190.0 72" 32.8 04.3 628 125,6 49J 96.7 72' 20,2 40th 30.7 77.3 J05 61.1 �D4O 10-1/8" LOU -190.0 IS0.0 150.0 15_0.0 160.0 19-1/0° 10&6 _150.0 150.0 tao.0 IL0.0 150.0 18-1/0' 6911 1311.3-1_32.3• 190.0 IOd.O 190.0 ®e344 ! 26-1/2` 130,1 190,0 190.0 150_.0• •150.0__100.0".. 26-I/2' 711.4_ 180.0-_-150.0 100.0 J110.5 160.0_ 26-1/2" 49,9 90.0 Va5.5 140.0 70.4 1$0.0 30' 1149 150.0 140,0 150.0 15D.O 150.0 30' G9.3 130.5 132.6 160.0 104.7- 15D.0 - 37" 93,2 180.0- 150,0 150.0 121.0 `160,0 37' - • 44.1 tl0,i 64:5 150,0 66.6 133.22 96.2 112.1 107.5 190.0 94.9 190,0 37' 38.7 715 08.4 130.6 _54.0 •-100.0 Z 42" 82.1 150.0 130.0 180_0- �IOZ{- 180.0 42" 495 949 94.7 150,0 _749 149.0 42" 11.8 63.0 60,3 120.5 47,6 95.2- W 111111 i 48' 50-5/0' 71.0 143.6- 1375 150-0 03.7 I60A 48" p4^ 43.3 06,6 62.9 150.0 _65.4 1108 - - • 15 __ _ _. .-�._._1111 48' 132' 27.9 85.1 02.7 105,5 41.0.._ ..•63.J Li_. _.......�.,,.'. 4•t" 03.0 127.7 122.2 130.0 83.3 150.0 S4^ -• -__-_._'- - �•_ _.____1101.___._ .._ ..._ . /,. --• •1111-_ ._.._...... 8. 67.0 TJ.7 147.3 b0.2 110.3 44' 24.9 _ 40,0 48,0 03.7 37.0 74.0 00" 57.6 1149 110.0 160.0 J0.0 140.0 pp" -�--- -•�'.•'_' '• 1111 ._1_11_1.___1_1_1_1 -- ---• .._ _ _1111 34.6 68,3 06.3 132.6_ 62.3 104.7 - 06` 32.2 1040 100.0 140.0• 68.2 1364 - - - -".. ... - �" 22.0 44,1 -•42.2 64.A- J3.3 6G.G 11_11 .. . ..._ 116' _31.5 T63.0 00.3 f 20.5 •47.6_ 95.2^ 68' 20.0 40,1•• J83__78,7 JD.3 G0.6 Z t 77.' 47.9 9O.fl 91.7 190.0 425 128.0 7 - '` •""" -"-"' _ 2' 20.9 07.7 65.2 !10,5 43.6 47.2 10-1/0" 180,0 180.0 -TOOT 150.0 180.0 IW.O I9-I B' 72' 18,4 36.7 35.2 70.3 27.0 55.6 - •••-• _ ,. / 9541 190.0 180.0 100.0 143.7 190.0_ 19-I 6' 26-1/2" 109,8 IOO.O_ 130.0 150,0 140.0 150.0 26-1/2- 2 •• / 83.4 126.7 121.3 I5O.D 95.8 150.0 / 40.6 137.2 111,J _150.0 103.7 150.0 26-1 2" . _ -"- ' 30` 07,0 150.0 160.0 160.0 140.6 100.0 30' .2 / 49'7 BI.S 07.5 190.0 60.1 115,1 ,. 90.6 121.2 116.0 140.0 91.6 190.0 JO" 40.4 _180.6.. 77,3__ 150.0 st.l t22.t !j' 37' 60.6 190.0 190,0 190.0 If11.8 180,0 37• "._..' -• __ ••----•--••- - --._ h9,1 08.3 84.1 160.0 74.3*••148.8 67" _32,8 65.5 52.7 _128.4-•-•A95 09.0 F^ a Q 1111_ _... _. _. ...»._ ,tco 42" 60.3• 1105 132,G 150,0 104.7 -1110.0 42' •11,3_ U09_ 62.9 100.0 GM 110.0_ 42' X20.8 -97,7•• 05.2 110.9-��q3.G•• A7.2 48' pp^ GOA 121,2 110.0 1500 _91.8 _100.0 48` 96' 87_9 75:8 _72.5~ 148.0 87.1 114.8 - -• --' -'• -- ry + 11.1' 93.9 107.7 103.1 -150.0 01.4- tw.o 64' ^33.7' 07.3 64.4 126.0 50.9 1015L71 _ 40' 144° -25.3 110,6 40.3 90.7 30.2 70.3 r 5. N n wP'_11 22.•{ X14,9 _d1.0_ 85.0 J3A 67.0_ 2'Lu M 00" _46.6 97.0 fl2.0_ 190.0•-73.3_ 140.0_ 00" J0.1 00.6 _48__0 110.0 40.6 91.0 20.2 40.4 36.7 77_3_ YJ05_•• 81.1 I 0 m L('i 6G" 44.{ 80.1 94A 190.0 06.8 133.2 84" 27.5 50.1 92.7 103.8 41.0 OJ,1 - -' ._ O-' L _ _ _1111._ _. _ _-_ 14.4 30.7 35.2 _70.5 27.0 59.5 Z _ 72" 40.4 ap.p 77.3 100.0 61.1 1221 72' 26.3 90.6 46.3 90.7 39,2 76.3 -�'•" '-"•'-' - 10-1 8" 10.0 3J.7 J2.2 04.4_ 6.5.4 50.9 V n �I / 144,9 100.0 190.0 140.0 150,0 150.0 19-1 8" _.-.__ ... 1111_._..._ / 64.8 100.0 _150.0 160,0 127.7 _150.0 26-1 2' _ _. ase'.tY N-"�•...y' / 104.0 100.0 _150.0 is'- 190.0 190,0 28-1 2' -- •' / -01.0 V122.0� 110.7 100.0 92.2 190.0 HORIZONTAL MULLION JO' 92.3 150.0 150.0 180.0'__ -130.0 . ..ISO.0- - ..-' .. ANCHORS TYPE AncNOR5 TYPE _ JO` _93.9 �to7.7 103.1---100.0_ •81.4•- •18(10 A2,A4, A2,A4 3T 74.9 149.7 143.3-•-150.0 11J.2 160.0 S7" 43.7 6714 6310 150.0 06_0 132.0 R OR D4 .._ .. -02 __. 11 11...1I' .._. 42" 00.0 131.9 126.3 150.0 09.7 100.0 42" 38.9 77-0 73.7 147,3 96,2 •110.3• 11810E RECiAttOUtAR SHAD . -..1_111. . M1B" 110.80101._ .._ -+•n�u,1•-O ••°-- f, 83' 57.7 1 15.4 160.0 07,2 150.0 •'' •i'----•92 --- __• 1 •- 48° Ips" 33.7 07.3 84.q 120.9 60.8 101.0 '�'QlA2p70 �•`� 01.1.1 _. 1111 �E 114" 81.3 102.0 98.2 150,0 77.5 ISO.D g' - '__ ---••__1111...._._. tup- iI _ � PRODUCT 1'i r• �' 4 29.8 G9.9 87.3_ 114.8 45.2 00.5 _YC4TICAL 00" 48.2 92.3 044 150.0. _..88A 1J9.0 00' 20.9 W.fl --Of 14 VIOJ.1'.. 40.7 ]4.6 MULLION a {.'' A.'•• -_lll�_... , ,,NIS OO" 42.0 _03.9 80.J 100.0 63.4 128,9 06" 24.b 49.0 �46.D --93.7 .37.0 (8A2tN0 GIA2ING I� ANCHOR72" J06 770 737 ODUCT I.17,J 64.2 11G.3 72' 22,4 •0.04.9 43.0- 65.9 33.9 PRODUCT PfWING PEIAIL 111 u 5�, �, 5 I . OU2R10 Ot+121N0 ANCHORS TYPE 'L PROWCT PROOUOT A2,A4, w � • • • • • • • HORS TRE 2 OR U4l • • •• • • • A4, MULLIONSPAN• •• • • • ••• OR OaI• 2 ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER •. ••• •• • , LOCATIONS AT HEAD, SILL OR JAMS ENDS, DWI JA ADA ALU PI400ficr RRVISH11 I FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. -TYPICAL MULLION-ARRANGEMENTS fdV1L G FIA PE 70692 Al cm9Plyins a'i9r the PlOride (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) • ••• • _ _ L 5510 NU11Jing Cato 1 i� i Acceptance No IS-OS12.23 is l • i %DAH JW) _.Wt•+tY2 IS pimtionihW - • • • • - 2• r b a � t b •h j Ils, �__• �-� 1 t ,pit •• • • • • • • • Mian dopralactConhOt I drowtn no. tL CTI 0 Z •I • ••• 2015 M049 05 i 1. _ If c*.. of-.7.) • • • • • • • • • • • ••• ••• ••• • •• •• ••• ••• • • i I/4'HILR KWOK CON 11 �. o 1-3/4`MHL 1-t/•Y MIN, DABEO INTO MASONRY. 1/4"HI III 1(11111 CON II lI ••I 2 PER CLIP(1 ON FACH WIMG)1 1-1/4'MIN.ELIOED III R ANGLE 1/4"HIER Km CON II I/4'!11471 KVA1 CON II ( �I qr f EDGE DIST. I t PER ANGLE MIN. 1-t/4'A9N.EMBED NIB MASONRY t-1/4'MM.p,IDEO It IAASONRY :• •�` • 1 • T• 4 PER CLIP 2 Off FhGI W in z ! ,✓' t}, �„ rEDOE'DIS MIN:Aj� 2 PER ANGLE �- d _ .�.•-- 1 -".^.. ..-f-.... ...._--� ,-- •• , '. ...•! '' . I til '. .. ,• ,..'II: � • X11',...-". �: F£ N 0 t, d Lui_IWOOD B K I I -FLOATING COP / .2 X 2 X I/O'ALUM ANGLE' .•-••_-.___ 1DY14 SMS I I IYOOD BUCn FLOATWO CLIP it 1 I 1.2 X 2% I O•2 PEk AttCLE 1 I \ ALUM ANCL�4 SIAS• -•-..-��_ 1 �.�.I ., , I , I 1 7 2 PERt ANOIE it. t 1-3/4'O.C.MM.,2-3/�4'RO O.TMUM ._ 4 FOR ALL OTHER TUBES i --_ 1/4'IM11 E14EWIK CON D 1/4'IIIL71 KVAK CON n 1-11/2')A@I,WOOD PCI4LTItAT10N•� � i1"MIN. 2 PER CLIP(I ON EACH WING) 1-1/2'MIN,WOOD PENETRAIION^ 11/4'k9lTl KCON it �EO(1E DISi.' I PER ANGLE 1-1/2"AnW9C H,WOOD PENETRATION1/4'HILTI IONK CON n 4 PER CLIP(2 ON EACH WING) 1-1/2'MIN. TIOR .d. �r'".-'"trf1.�,'.'�.^.-f�'-J"'...•-'r~��:,;,..�,:. -.-""'�i•�=!,�.••.-'�..J-'"I�I ..�..r.r�,,.'.�..-II �• �4I-'^-..�..._'•~....`I •�/,:�,J•fri• .1"✓�1•�.r' ,-I11--"'•� •�W-.OiOD-P'p�ET'RA•.�- EGE' � 2IG� DIST.� •.r ,- O"fit�t, at .;.�•� `. r,...-•{j �rw. L A:(�t.��7 u. j� I- d. I •-, ,., �'`"f r Yom,.I• r-...-�. .1"'1',j"�.:. ,o ig yt• _ ± 21Yt WOOD BUCK II I OftIII �. -9,� I 2 �:: ry rf N i I MOOD STRUCTURE I I '•ROATIHG CLIP !, 2%2 X 1 x j.._.._.. 2DT WOOD BUCK 1 I I J,=a 1 ! u OR -FLOATING CUP �' I . J g y w I I I 1 2 P IAN LE I I ALUM ANDD• WOOD STRUCTURE i ; I iUt t•�LUAI2ANIXE0 t I I I 1-3/4"O.C.LAIN. L AA I i 1 I I 14 SMS PEgA ....._. _._ I ,�, I ...1. i ....1,....»_„��--• I I I 4'O,C. FOR 3'TUBE _ ' 1-3/4'MIN, FOR 2-144 LL O;En TURES EDGE DIST. tfi W I �•j ANCHORS TYPE 'A4 f It W • • • • • • • • • c o Et • . • . . • • - CIVIL _.�/�_ 1 EnGn W A11LIA0 PRODUCTRRVIS111) ALIEIU4AiE FLA.PE 6 70592 ua cnmPiying with the PturWn Jg, ANCHOR LGCAMON •, ••• ••• • • • C N.JS30 flunding Cole c+ n • • • • • • • • • Acceptance M.16-0562'23 !� 9 k i • • • • ILrlmtlantlluc (FLPiSNUG U .ONTO .MO /g1 • • • • MLnL1ON CLIP 9011-:EONS MAV BE HEX CM4TAT NC& • ANCHORS TYPE 'A9' • •• A 2015 )adoro "Comm gno�b..; M04-051 sheet 5 of 7'J ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4'HILTI KWIK CON II 1/4'HILn KWIK CON U 1/4'HILTI KWUC CON II 1 �� 2-1/2'MIN. 1-3/4'MIN.EMBED INTOWA MASONRY 1-3/4'MIN.EMB@ INTO MASONRY 2-1/2' 1-3/4'MIN.EMBED URO MASONRY 1-3/4'MIN./EMB L MO MASONRY d EDGE DIST. 2 PER CLQ(1 ON EACH WING) 9 PER ANGLE EDGE DIST. 3" 4 PER CUP(2 ON UN WING) 2 PER ANGLE p7 Z MiN. p 0 3pG1 j MASONRY i t II I p h MASONRY I I 11 a a e OR I I II II P 0 OR I I I I n I�--------- CONCRETE I I 1 I z X 2 X 1/8 P---------------II I i i FLOATING CUP CONCRETE I I 2 X 2 X le- I I 11 ALUM I I I I FLOATING CLIP /14 SMS U U N I 1 I I �j U ALUM ANLL Q 1 i i i 2 PER ANGLE I 1 I I .114 SMS I I I n o Li 1-3/4'O.C.MIN. 1 I I t I I 2 PER ANGLE FOR 3'TUBE i I I I 1-3/4'O.C.MIN.2-3/4'O.C.MIN. FOR 3'TUBE FOR ALL OTHER TUBES I 1 2-3/4'O.C.MIN.3 SCREWS PER ANGLE I I FOR ALL OTHER TUBES lulli 3 SCREWS PER ANGLE Q ANCHORS TYPE 'M4' zi z o I I I I w 47 - If Ij W M rf 40 M _;E ' ^. ;d. s: a , . .•a•MIN: R'N 2-1/z'MIN. 1/4'MLl KWII(CON If EDGE DIST. 1-3/4'MIN.EMBED INTO MASONRY 2 PER CLIP(1 ON EACH WING) MASONRY $ OR 2 1/2'MIN. CONCRETE 0 000 00 EDGE 01ST. �Nnn P I i ••i i i i i i �o R�W$ ~ ----- -_1 _ PRODUCT RBVLSED 1 Engr.JAVAD AHMAD ALL CLIPS TO FR;;WBE TUBE MULLIONS. FIA.PE y 7M12 6 7 ylly With t6o Plerido I I TAPCONS MAY BE PlAr REAS•• • • • C'A' '3538 A,p�C�od�e ts-0512.23 let ALTERNATE • • • • • • • • • • ,G ANCHOR LOCATION • •• • • • • i•• ••• IvBme drewinq no. MULLION CUP CUPS OR ANGLES CONNECTED Y T MASONRY T BEP CTED WITH ALKALI-RESISTANT TYPE 'AA2TYPE 'AAZ' LI-RESISTANT COATINGS, SUCH AS BRUMINOUS PAINT OR M04-05 WATER-WHITE METNACRMTE LACQUER. sheet Bot 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • METAL STRUCTURES METAL STRUCTURES (STEEL OR ALUM. 1/8"A 1/1'OVA TEI{S IN.THICK) 2 PER CUP I/A'DIA,TCKS (STEEL OR ALUM. 1/6•MUTHICK) g� STEEL t Fy-3D KSI MIN, \1 ON EACH WING) `�1 PER ANGLE STEEL Fy-36 KSI MIN. I/4"ow.TEKS I, ALUMNUM;6UB3-TS MIN. \� ALUM NUM :/i0G3-T5 MIN. -4 PER CUP •1/4"DIA,TEKS (2 ON CACH WING) ".,.I PER ANGLE 6tl °EDGE-Dlsr.^, , , \,\ r._.t'MW.--..i..-IN'-•1 \, EDG DIST. i 1 ,,, r a , iy ' A I LIEE �, 1 �p�+I ?� I Ij+,LI' lu 1 1 I I 1 I Iasi1' I IL �j 17 I ®h @ r-..----^--- J I I 5 I I I FLOATING CUP 1 ALUM2ANCL�B• II r'•--«_....__` .rj 1 1 1 )( D 1 t I I LLLIII �, I I I I 1�FLOATINO CLIP !!u!� ;I�I! 2 X 2% 1 B' r 1 I I I Ap ALUM AN �O t 1 1 i 2 P&1 ANGLE I I I 1 I I i B61 SIAS I I A a 4 1 I I i I I t I I I 2 P R ANGLE if I ®0�`4 1-3/4"O.C.AIN. 1� 1- I L..�. I-3/A•D.C.Mw. l.ri..I J FOR 3'TUBE 2-3/4'O.C.Mill. FOR ALL OTHER TUBES I 3 SCIT PER ANGLE i'SI ANCHORS TYPE '82' �':. 2 ANCHORS TYPE '84' '~1 2%CHANNEL I-IUOE MULLION --t- «« U uJ W ! ID,TI } 110 F.H.S M.S. ¢ .r 2/SIDE U1 In 1/0'TACK ALUM CIIANIIEL 1�I :ILrJ P,iry I,I LENGTH TO FIT SNUG 1 I Z l L fi__i tN10 MULLION I I—TUBE MULLION ?I 0 2i li TUDES h1A1'BE NOTCHED AS SHOWN TO ALLOW INSTALLATION I I U O -AS CLIP ANGLE .r_.1_,. CAULK 3094T AFTER ASSEMBLY ;J ", Z. I/IA BA1S I I - 2 PER CLIP-A /2"O.C.MIN. F__'_ iR N' 71IS SCREW CAN FN SIAS I 1 •INSTALLED IN EITHER CLIP I • • 1 •• • • • • • �" K2,DIRECTION �p 1O.C.MIN. I , • •• • • I• ••• • o!ulo w,.. 1-3/4"X 2"X 1/6'(FOR 2BY Tt Engri JAVAD NDAt.D In4i)UUCTRIfVISIiI) 14 3/A"X 2'X i/B'FOR(iBY TUBE../ FIA. 7cm 0502 n¢eampiJ4ag wll,the l9vrlda ! f Mo ALUTA ANOL • ••• ••• • • • CAtl 538 11a11di"Cale 'n CUT TO FR SNUG B4stBE IUDE Aceaplance PA,11r0514..23 i ( 14 •• i i i • i i IL�pim/Ua,mlo METAL TO METAL CONNECTION • •• • • • • • • • Mian aelePrad4alC4111 I drawing no ••• • • • ••• • (((( JJJJ USE CtIAftTS FOR ANCIiOR TYPE'B4'TO YERIhY CAPACITY OF CONNECTION LiO,i�f1C�j SEE WSW 4 OF 7 FOR ANCHOR CHARTS PRY (shoal 7of�7 i ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •