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WS-15-1463 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-236840 Permit Number: WS-6-15-1463 Inspection Date: July 24, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: PALACIOS, CARLOS Work Classification: Window/Door Replacement Job Address: 290 NE 103 Street Miami Shores, FL 33138-2431 Phone Number (305)389-7042 Parcel Number 1132060134850 Project: <NONE> Contractor: DVG BUILDERS INC Phone: (305)506-7308 Building Department Comments (12)WINDOWS & (2) DOORS TO BE REPLACED Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed �� Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 July 24, 2015 Page 1 of 1 Pt3JTCt:,,li � " � 463 �y'.1RE q Miami Shores Village P # ?f E oi�tt 5 10050 N.E.2nd Avenue NE � I tGIaS % 00") aoern ••' ""' Miami Shores, FL 33138-0000 ' " Phone: (305)795-2204 z �coRivP "�; istulei►a 2l2g1 Expiration: 12/19/2015 Project Address Parcel Number Applicant 290 NE 103 Street 1132060134850 CARLOS PALACIOS ^ Miami Shores, FL 33138-2431 Block: Lot: Owner Information Address Phone Cell CARLOS PALACIOS 290 NE 103 Street (305)389-7042 MIAMI SHORES FL 33138- 290 NE 103 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone _.,_..._.__ --.._.__.�...__.__ .... ..... _...._.._.... Valuation: $ 20,000.00 DVG BUILDERS INC (305)506-7308 Total Sq Feet: 0 Type of Work:(12)WINDOWS&(2)DOORS TO BE REPL Available Inspections: No of Openings: 14 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $12.00 Invoice# WS-6-15-55975 DBPR Fee $3.60 06/22/2015 Check#:2208 $238.20 $50.00 DCA Fee $3.60 Education Surcharge $4.00 06/15/2015 Check#:2207 $50.00 $0.00 Permit Fee $240.00 Scanning Fee $9.00 Technology Fee $16.00 Total: $288.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize to above-named contractor to do the work stated. June 22, 2015 Authorized Signature:Owner / Ap cant / Contractor / Agent Date Building Department Copy June 22,2015 1 tom' Miami Shores Village 71U t�T�7 DBuIlding Department 0,5 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20J6 BUILDING Master Permit No.i�` ,a- "l �2 3 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL F-]PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP g�un' ]�`� , '"� CONTRACTOR DRAWINGS 10B ADDRESS: I `� L LTJ `/ 1 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): "4610X105 Phone#: Address:a / qG W I City: m State: I Zip- Tenant/Lessee Name: ) T oft'.( yj Phone#: Email: Q1�r1'1Q C�hGb. uC�� • CONTRACTOR:Company Name: 1)U5 O ulitA Phone#1 &?:P—G_2/ Address: 4 3pl c7 City: rn/ State: Zip:'5301 eD Qualifier Name: n0 C n Phone#: State Certification or Registration#: 'LaOLn 3 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ CEO yu Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of ofcolor thru tile: (::7% Submittal Fee$4 Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$0-38. (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notic commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit i issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. `Signature Signature OWNER or AGENTCONTRACTOR The foregoing instrumentwasacknowledged before ms-e-this The foregoing instrument was acknowledged before me this D day of �1�1�( til�� 20 bJ by day of � —Cn20 l� , by 1,111j, who is personally known to who i ersonally kn wn to me or who has od c'••, as me or who has produced dol as identification aer���lic-State of Florida identification and who t k q,,oat . y omm.Expires Apr 1,2018 ,,io�' r��4••, .',; Commission #FF 163930 NOTARY PUBLIC: + ��" MADAY DE ARMAS NOTARY PUBLI OFFS,, _ Notary Public-state of Florida _. My Comm. Expires Apr 1,2018 •,�F FlO Commission # FF 163930 Sign: Sign: Print: Print: Seal: Seal: s r APPROVED BY ` Plans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014) WIND LOAD ANALYSIS O COMPONENTS AND CLADDING HR 36"X 38" SYMBOLS g01/1813 02.0B DESIGN &PERMITTING, INC BLDG. NOA# 3- LENGTH=50' ® WINDOW/DR MK. HR q WIDTH=45' O OPNG.MK. 55"X 50" 10 HEIGHT=15'(SEE SKETCH BELOW) # DP=+80.0/-80.0 "X"" OPERABLE NOA#13-1112.13 SH BASIC WIND SPEED=175 MPH - WIND STANDARD:ASCE 7-10,FBC 2010 EDITION HR - -� 18 y"X 38" OFDD 0 EXPOSURE:NON-COASTAL(C) 73 y"X 50" ry 7 j DP#13-1/-80.1 22818 RAVISTAWOOD WAY L REPLACE EXISTING WINDOWS �� ^ NOA#13-1112.12 SOCA RATON,FL 33428 &DOORS AT LOCATIONS SHOWN. DP=+80.0/-80.0 __ ^0^ x 11 NOA It 13-1112.13 2.REFER TO APPROVED NOA'S FOR x HR /-36" PRODUCT SPECIFICATIONS, g X 38"' NCHOR ( IMPA ALLOWABLE DP&ATTACHMENTS. O83-0012. /18013 3.ALL BLDG.>60 FC. BLDG.<60 FT. PRODUCTS ARE IMPACT D BEDROOM 0 O NOA# 7282 BIRD ROAD 1 RATED&APPROVED FOR USE IN 12 MIAMI,FL 33155 BASIC WIND SPEED V: 175 MPH THE HVHZ, F W IMPORTANCE FACTOR I : I - 110 2"X 62" 32" }" U, �J EXPOSURE CATEGORY : C DP=+80.0/-80.0 DP= ,0/- Z O O RISK CATEGORY :2 NOA 413-1112.13 N #13-1112.0 Z MEAN ROOF ELEVATION H :15 FT. LLI TRIBUTARY LOAD AREA A :10 FT' Q 7 W O I HR N J F- O ELEVATION OF OPENING =15 FT. 'X" O" "X" U -X N O 73}"X 38" Q Z W z O , DP=+80.0/-80.0 O LL- Z Kh= 0.85 (TABLE 6-3,PAGE 79) 3 FD NOA#13-1112.13 m p Kz= 0.85 (TABLE 6-3,PAGE 79) 102/a X 82" VIII ,{� KITCHEN 13 U O >>z O Kd= 0.85 (TABLE 6-3,PAGE 80) DP=+80.0/-80.0J = Z_Z g Kzt= 1.0 (TOPOGRAPHIC FACTOR-FIGURE 26.8-1,PG.252) NOA#13-1112.06 ! �C Q O =)=Z VELOCITY PRESSURE h=.00256 Kh Kzt Kid W= 56.57 PSF �I t T� O <5 VELOCITY PRESSURE Qz=.00256 Kh Kzt Kid V3=56.57 PSF 5 LIVING ROOM ��{� -' c G o o a GCp COEFFICIENTS (FIGURE 30.6-1,PG.348) JUN 5 75�"X 82I� �X L U J i 0 X`off to DP=+80.0/-80.0 �_ U cn tL X LU ZONE 4= +1.00-1.10 NOA#13-1112.06 M W ZONE 5= +1.00 -1.40 P ��i Lu W.; Y:_ to GCpi COEFFICIENTS =+ .18 - .18 (TABLE 26.11-1,P258) •fT o • • ••• • •••• DESIGN PRESSURE P=Qh(GCp-GCpi)x.6 (AS PER FBC 1609.1.5) 73 "X 62' • • • • DESIGN PRESSURE P=Qz(GCp-GCpi)x.6 (AS PER FBC 1609.1.5) DP=+80.0/-80.0 • • 000000 ZONE 4=+40.1 PSF/-43.4 PSF ; NOA#13-1112.13 • • • • ZONE 5=+40.1 PSF/-53.6 PSF 14 •••�• a/ • • •••� 'j' ••� rT,•N • • • I F+i ENGINEER SEAL NOT REQUIRED FOR BUILDING STRUCTURE 0'-30' c 0 •••r• ^•�•••• • ••• BEDROOM ENTRY M-i • • FXD •••Ll•• • •• 36%"X 50" "X" "O^ x" • J• •z • of 000• DP=+80.0/-80.0 _ -__ - - • �;.vct•••• • • NOA#13-1112.15 O BATH - - 15 - • • a • •••• • • • -EXIST. I � HR ^o^ x" "X" °0° TO REMAIN 110 Y2"X 62" W DP-+80.0/-80.0 u LFXD NOA#13-1112.13 Z HR W 73 y"X 50" 36"X 38" Q DP=+80.0/-80.0 DP=+80.0/-80.0 LL 20 w w NOA#13-1112.13 NOA#13-1112.13 Z LLj p ATE W O 0 V WINDOW & DOOR LAYOU J+6 � F - 1 /� a. SCALE:Ys"=V-0" AS SHOWN f}nL SCALE: }� TCS C n';'' UVf}L1 i CHECKED BY: DRAWN BY: JBD i,{f}m (%T l fi {,LL nl lOi IS ISSUE DATE: 06/05/15 ns1 vRul-I nwf. t i �� SHEET# P 1 1102" JEl DESIGN &PERMITTING, INC —363/4--7 2 rr 36" �I I N 81 AW OD WA I "O" "X" I 22 8 VIST 0 Y o I "Orr "x"n I BOCA RATONr FL 334 B i ANCHOR IMPACT i rrXn Orr IIII � I III LL7-: Ali II I � I 07292 12 O2 O O O 15 MIA BIRD ROAD MIAMI,FL 33155 X �W J 73yrr� ZOO J LLJ W�� O N J LouZ O O O 8y, 73�,r - — U ?x N 0 r �; N LL Z I "XI �2o O IIIc nXn xOn nXn O JLo W 25 O 11 13 14 = to LL LuLu U to N S W W W to WINDOW ELEVATIONS 'LeIqeW w • s •si•W •• •+•• • s to SCALE:Y/4"=V-0" V0 4 •• • • so 06L [— ss ••1 • —102y4' •••� +�••♦ s• •1+ 75y2" t••• �S*00 •• +• 75" 32" • !� +•1 1 • s• ••• U r F- -7 • •-. O 1 �.v.••• / I •• Q• ••• • 1 1 I Lu Ll LL Lu h d I y I d I I � O II SII 0 0 w � ZQ O U DOOR ELEVATIONS a Q SCALE:Y/4"=V-0" SCALE: ASS OWN CHECKED BY: DRAWN BY: JBD ISSUE DATE: 06/05/15 SHEET# P2 r JUN 15 7-015 MIAMI•DADE •B T -_ _MI II-BADE COUNTY,FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)31--2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA www.miamidade.Qov/economy RC Home Showcase,Inc. wiT N 2970 NW 75's Avenue Ak mob, Miami,FL 33122 SCOPE: This NOA is being issued under the applicable a g tiony erning the use of construction materials. The documentation submitted has been reviewe and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ ' may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the FlorYla'Building . . 0000 0000.. Code,including the High Velocity Hurricane Zone. • .. 0000 DESCRIPTION: A1uN91 ll d+1 I;19I ':' : ..0.0. '• *000.. APPROVAL DOCUMENT: Drawing No. W04-44 titled "FX 100 Aluminum Tilted•Window (L.M.I.)';,•..; sheets 01 through 07 of 07, dated 5/29/04 with revision "H" dated 10/10/13.,'liirellared Wj.AlrFaroo4 Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade*'ounty Product Control 0:0 0 0000•. 0 00* 00000 Section Renewal stamp with the Notice of Acceptance number and Expiration.4atg.1yy the-Mjam -Dadg.... County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •••• • 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's+carne or logo] cit state•.••: .. . series, and following statement: "Miami-Dade County Product Control Approved", unless othgr vis§noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 12-0713.09 and consists of this page 1 and evidence pages E-1, E-2, l 3, 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 Jaime D. Gascon,P.E. NOA No. 13-1112.15 MIAMbDADE COUNTY Expiration Date: August 19,2019 Approval Date: December 26,2013 }�;✓�tf k t3 Pagel r r RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-0713.09) 2. Drawing No. W04-44 titled "FX100 Aluminum Fixed Window (L.M.I.)", sheets 01 through 07 of 07, dated 5/29/04 with revision "H" dated 10/10/13, 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 5) Cyclic Wind Pressure Loading per FBC,TAS 203--94 along with marked-up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT"449,dated 2/29/12, signed and sealed by Marlin D. Brinson,P. E. (Submitted under previous NOA No. 12-0 713.09) 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-940*0 •'• """ 2) Uniform Static Air Pressure Test, Loading=.) C, TAN VW-94 ••�;;• 3) Water Resistance Test,per FBC,TAS 202-.-94:o. 4 Large Missile Impact Test per FBC TAS ZOk-•94 :0096: 5) Cyclic Wind Pressure Loading per FBC,TAN 203-94' 0.;9.6 6) Kinetic Energy Drop Load Test(400 Ft. L6.);peg ANSrZAr I ;;;;v• along with marked-up drawings and installation diagg4".pf an 00 uminum fixed window, prepared by Fenestration Testing Laboratory Iria; Test..Re.poll No....:. 0 j 0c FTL-6043,dated 10/22/09, signed and sealed by Julia E. Gonxalq.x,.P. E.• ;. • (Submitted under previous NOA No. 10-0426.07) 00 ' 3. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 • 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 3) Kinetic Energy Drop Load Test(400 Ft. Lb.),per ANSI Z97.1 along with marked-up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--5866,dated 10/09/09, signed and sealed by Michael R.Wenzel,P.E. (Submitted under previous NOA No. 10-0426.07) 4. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FT"290, dated 08/16/04, FT"294, dated 10/08/04 and 14'TL-4296, dated 10/08/04,all signed and sealed by Edmundo J. Largaespada,._P.,F,. (Submitted under previous NOA No. 05-0815.01) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 13-1112.15 Expiration Date: August 19,2019 Approval Date: December 26,2013 E--1 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FT"293, dated 10/08/04 and FTL-4295, dated 10/08/04, all signed and sealed by Edmundo J.Largaespada,P. E. (Submitted under previous NOA No. 05-0815.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by Al—Farooq Corporation, dated 06/21/12, signed and sealed by Javad I Ahmad,P.E. 0*00 (Submitted under previous NOA No. 12-0713.09) •••• •••••• 2. Glazing complies with ASTM E1300-04 00 ' "" ...... .. . ...... D. QUALITY ASSURANCE •••••• 0 .•.. •••• I 1. Miami—Dade Department of Regulatory and Economic Resoufc. (KER).;••••• es 09:000 E. MATERIAL CERTIFICATIONS .. .. .. . ...... 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont Metaours &•Co.,Inc. •, for their"DuPont Butaeite©PVB Interlayer"dated 04/11/0, expiring Sa-11/d 1/16:""' 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont 1jej�(epnours j&, p., Inc••••; for their"DuPont Sent yGlas®Interlayer"dated 08/25/11,expiring onWil4117. F. STATEMENTS 1. Statement letter of conformance, complying with FBG-2010, issued by Al—Farooq Corporation,dated 10/15/13,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, Sunbiz document dated 10/11/13. 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. 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. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 13-1112.15 Expiration Date: August 19,2019 Approval Date: December 26,2013 E-2 RC Home Showcase,Inc: NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Department of State Certification of RC HOME SHOWCASE, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 10/11/13 and signed by T. Carter,the Secretary of State. 6. Department of State Certification of MANUHEN ENTERPRISES, LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 08/22/13 and signed by N. Culligan,the Secretary of State. 7. Laboratory compliance letters for Test Report No. FT- "449, dated 2/29/12, issued by Fenestration Testing Laboratory, Inc.,signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 12-0713.09) 8. Laboratory compliance letters for Test Report No. FTL-6043, dated 10/22/09, issued by Fenestration Testing Laboratory,Inc.,signed and sealed by Julio E. Gonzalez,P.E. (Submitted under previous NDA No. 10-0426.07) 9. Laboratory compliance letters for Test Report No. FTL-5866, dated 10/09/09, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Michael R.Wenzel,PE. (Submitted under previous NOA No. 10-0426.07) 0 0 •egos• *00000 10. Proposals No. 08-1635 issued by Product Control, dated 1 lf2W08; signed.by Renzo .' Narciso,Engineer 1,Product Control Division. ***:me •• 6660:8 (Submitted under previous NOA No. 10-0426.07) ...... . 11. Laboratory compliance letters for Test Reports No.'s FTLrWIS, datid.I0408/0j... FTL-4294, dated 10/08/04, FTL-4290, dated 08/16/04, FTL-.4U3, dated.LQ/08/0}.:..• and FTL-4296,dated 10/08/04,all issued by Fenestration Testing I'aboraleu: , Ile.,a11....0 signed and sealed by Edmundo J.Largaespada,P. E. :••:•: •, (Submitted under previous NOA No. 05-0815.01) :...:. .. G. OTHERS 00 a • 1. Notice of Acceptance No. 12-0713.09, issued to R.C. Aluminum Industries, Inc. for their Series"FX100 Aluminum Fixed Window-L.M1.",approved on 09/06/12 and expiring on 08/19/14. j 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" Jaime A Gascon,P.E. Product Control Section Supervisor NOA No.13-1112.15 Expiration Date: August 19,2019 Approval Date: December 26,2013 E-3 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS (CONTINUED) 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-tip by National Certified Testing Laboratories,Test Report No.NCTL-110-12451.01,pages 01 through 07 of 07, dated 11/13/09,_signed by Richard A. McVicker 111, Simulator, and Steven H. Coble,NFRC Accredited Simulator,Simulator-In-Responsible-Charge. 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-110-12452-1, pages 01 through 04 of 04, dated 11/30/09,;;"Red by..... Christian J. Mitchell, Technician, and Robert H. Zeiders;X.• F., Viq";esident • Engineering&Quality Person-Ir-Responsible Charge. 60666* '..' ....:. 4. Recycled Content Determination Report on: 060:00 • Name: Casement Window, CM100 ." :...:. ' .... . ..... Raw Material: Aluminum • ...... . ... ..... Including letter from Fundiciones Industriales S.A. certifying that the extruded aluminum products contained—30% recycled scrap • material, signed by Henry Kronfle, Vice-President. ;...:. •••••• I Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.13-1112.15 Expiration Date: August 19,2019 Approval Date: December 26,2013 E-4 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED GREEN SUSTAINABLE ATTRIBUTES (GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials.The documentation submitted has been reviewed by Miami—Dade County Product Control. GA-RECYCLED CONTENT/BIO—BASED MATERIAL`/RAPIDLY RENEWABLE MATERIAL %Recycled %Recycled %Blo-based %Renewable Material Component Name Content at at Disposal Material Manuf. 1. Window Aluminum 30% 100% N/A N/A G.H-U FACTOR THERMALTRANSM1TTANCE)BTU/NR—F —F G.9—SHGC--FACTOR SOLAR HEAT GAIN COEFFICIENT BTU/HR— T—VISIBLE LIGHT TRANSMITTANCE AT NORMAL INCIDENCE CR-CONDENSATION RESISTANCE Test Product G.8. G.9• C ID# Re ort#: Number Glazing Components: Lz— Product �T• P SHG ••• R•••••• o •Bass lice 000 5/32 CLR 240#2-SS-DARGBRZ-1/8-090 PVB1/8 0.19 0.23 '0.24 16••••- - - -- 1. 001 5/32 CLR 240#2-SS-D ARG BRZ 1/8 090 PVB 1/8 A44 0.23. 0.24 16:0000: � 2. NCTL 002 5/32 CLR 240#2-SS-D ARG CLR-1/8 090 PVB 1/8 A48' 0.24: V..33 16.....• 3. 110-12452-1 003 5/32 CLR 240#2-SS-D ARG GRN-1/8 090 PVB 1/8 A49 o 0.23 0.22 16..... 4. 004 5/32 CLR 240#2--SS-D ARG GRY-1/8 090 PVB 1/8 r0.4S 0.23 .3 16....•• ...... . . Legend • • • • •••••• Abbreviations: Description: • SS-D Desiccant-Filled Stainless Steel Spacer 24092 Cardinal Low E 240 #2 Surface Typical '• ' ARG 90%Argon PVB 0.090"Poly Vinyl But al PVB interlayer CLR Clear Glass BRZ Bronze Tint Glass GRN Green Tint Glass GRY Gray Tint Glass G.10--c-FACTOR- THERMAL CONDUCTANCE)BTU/HR-F - F Component Name C-Value 1. Whole Window 0.95 Jaime D.Gascon,P E Product Control Section Supervisor NOA No. 13-1112.15 Expiration Date: August 19,2019 Approval Date: December 26,2013 G-1 80"MA%. 60 1/4'MAX. `�pItj WINDOW WIDTH WINDOW WIDTH I 55 3/4" 56 1/2" 3 D.L. OPG. FALSE MUNTINS D.L. OPC. Z n i iA� (SURFACE APPUEO) C Z a MAY 8E USED f'w 'a. I I I A) 1 m �� � o O U I I a 0 I II ; II II II -----Zi------------=C OF C,OF i' ' Q a3 o J II i a3S ro� C1 I; �� it jZmtvQ` // Q w f z m __li / it m a z I; •/ �I m J % 03 I I i 30 i f II II II Z77 1 r 3 I 3 B1 CD Q Z w L J O N a �H-' eCORNERS i y a CORNERS w a W n I4 73� r OI (I- TYPICAL ELEVATION oU a JTESTED UNITS3 I L J FX100 ALUMINUM FIXED WINDOWS wINDO, w vnorlt, WINDO wIN00w wlorflCHART LOAD RATING FOR THESE WINDOWS TO BE AS PER IF• -�1I If '1I CHARTS SHOWN ON SHEET 2. pflonucrRCNclvrU L P g a� m complying with the Florida • —— —— r— APPROVAL APPLIES TO SINGLE FIXED WINDOWS, Building Cadc ° ALSO COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER Ptv*i0uU / u Y LL z I z w �5 MIAMI COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY / o _ ' APPROVED MULLIONS IN BETWEEN. t --�'"' J-4^�- "Ail 3 3 3 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL Mloml Dido ptodi. Control L_, J WILL APPLY TO JIJTIR6•VTEW. • • • • •• THIS PRODUCT WITH GLASS TYPES 'C', 0 & 'E' iri •.o o S • ` • • • COMPLIES WITH REQUIREMENTS OF ANSI 297.1. ° THIS PRODUCT H BEEN•(tSIC�% a F� 4 j(� •f� E AN T TE COM Y WITH THE WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH REQUIREMENTS O JHE FLOSIOA•BU6DIV CJDE JNCIAUDING WGH VELOCITY HURRICANE ZONE•(HVH3)•• •• • • • •• THESE WINDOWS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. ----� �SHUTTERS ARE NOT REQUIRED. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER -------------- - - LOADS TO THE STRUCTURE. En9r:JAVAD AHMAD o, _ z w ANCHORS SHALL B S LISTED, ACED SHOWN 0 DETAI ANCHORS Fla PE'VL 70592 '^ 3 3LJ 3p $p pS �J L,$ I EMBEOMENT•lb•BA 'NAS &E.AYOND V4ACL•D%SSIgG OR STUCCO. A.N.3538 ANCHORING•OR LOADING CONDI110NS NOT•SHOWN INOTHCSE INETALS ARE g NOT PART OP R9S APPROAL. •• • • •• • • v J r n • •• • •• • • • c -- - A LOAD Ot1R.•TWN IN•REASE IS"80 IN•ESIGN OFOANCHORS•INTO WOOD ONLY. no. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN A80VE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE ASI MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT WO4-44J SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. ------ ----------- sheet 1 of 7) • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 ••• • • DESIGN LOAD CAPACITY - PSF 1/4"AIR SPACE �U 1/8"OR 5/32"HEAT STREN'D GLASS LASS TYPES )GLASS TYPE 1/8"HEAT STREWO GLASS 1/8"HEAT STREN'D CLASS �Y WINDOW D1Af5. 'A','B','C'&'D' ,090"INTERLAYER ao .090° INTERLAYER 3 WIDTH LENGTH .+ NT.(-) EXT.(+)/INT.(-) pUTACITE PVB BY'DUPONT' Z I/ BUTACITE PVB BY'DUPONT' 80.0 80.0 0 F 24" 80.0 80.0 1 8"HEAT STREN'D GLASS o: 1/8"HEAT STREN'D G1A55 Z i F / Z S7. STEELle- 26-1/2" 80.0 80.0 F SILICONE C - �' r N to SILICONE � METAL SPACER � F m i m z m DOW CORNING 795 � m O ce 80.0 .0 F DOW CORNING 795 7 0 W 37� 72 .0 80.0 io \ 7 io ] 7 m 7 m 7 IL C 42" s sn v 48" 90.0 --- 80.0 53-1/8" 80.0- -_ 80.0 - -- �� O m M o 60" - 80.0 48 4A8 a a c 19-1/8" 80.0 80.0 _ SILICONE to p 24" _- 80.0 80.0 / w N -" 26-1/2" 80.0 80.0 9 8 4 9 a 9 e 4A 9 a 2 y 30" 80.0 80.0 Q W N 76" - RECT. OR SQUARE FRAME CIRCULAR FRAME RECT. OR SQUARE FRAME CIRCULAR FRAME .i 37" 80.0 80.0 42" 80.0 80.0 GLASS TYPE 'A' GLASS TYPE 'B' -. > 48" 80.0 80.0 m 53-1/8" 80.0 _ 80.0 1/8"HEAT STREN'0 GLASS 1/4"AIR SPACE e 60" - 80.0 1/8"HEAT STREN'D GLASS OR 5/32TEMP. GLASS 1/8"HEAT STREN'0 GLASS " 3 19-1/8° .090"INTERLAYER e .090" INTERLAYER o 24° - 80.0 SENTRYGLAS BY'DUPONT' SENTRYGLAS BY'DUPONT' 30° 80.0 1/8" HEAT STREN'D GLASS d 1/8"HEAT STREN'D GLASS i ST. STEEL Z 8 37" 78" - 80.0SILICONE r- Z �" SILICONE � METAL SPACER 3 Q 42" - a0.0 Z °o OOV4 CORNING 795 ? m z S DOW CORNING 795 m O=N < _- E ul F V7 g UI to =F N b 48" - 80.0 ;� 7 ie 7 e 7 e g 7 Z ^n I 53-1/8" - 80.0 \ 5 \m \_ W M 60" - 80.0 - Q O Z�`n 19-1/8" _ 80.0 1 aAp V a .l 2624/2" - 80.0__. _ \ 46 I K N g / SILICONE 30" - 80.0 � 37" 84" - 80.0 9 a 4 9 8 9 8 4A 9 8 42" - 80.0 RECT. OR SQUARE FRAME CIRCULAR FRAME RECT. OR SQUARE FRAME CIRCULAR FRAME Y 48" - 60.0 53-1/8° - 80_0 GLASS TYPE 'C' GLASS TYPE 'D' "G o 6 R 60" - 80.0 4.W s 3/16"HEAT STREN'D GLASS W NOTE: u W .090" INTERLAYER IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING •;�S�o BUTACITE Pop BY'DUPONT' EXTERIOR PLY OF GLASS TYPES 'B' & 'D' MUST BE TEMPERED. d 3/16" HEAT STREN'D GLASS •• ••• • • • • • •• v o,$N SILICONE • • • • • • • • • 0 0 m i m COW CORNING 795 • • •• • • • • • ,5 a • •• • • • • ••• • NOTE: 'E.o o w 4 3�� m 7A • • • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE -� 5A •• ••• •• • • • •• BASED ON ASTM E1300-09 (3 SEC. GUSTS). NOTE �� PRODU(-T RENfiV7BU Engc JAVAD AHMAD q MOTH AND LENGTH DIMENSIONS CAN BE i� i�_ CMl r ORIENTED VERTICALLY OR HORIZONTALLY w oI1pIyinaVidobe Flo" FLA PEI 70592 0 � AS SHOWN ABOVE. • ••• • ••�ld i L Codi' DAN.3538 • • • • • •A cepta cdNo • y � u i ••• • • ••• •FxP nsal�` • • G�Q o ••• • ••• •Nh mi T (j, �rOwing no. RECT. OR SQUARE FRAME GLAZING OPTIONS i 9 r %'_f:li W04-44 �- GLASS TYPE 'E' rsh` e.t 2 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS TYPICAL ANCHORS -s 4 V SEE ELEV. SEE ELEV. 1ft a IN FOR SPACING v FOR SPACING m < W000 BUCK \ m � o g o d• ° d S 00 3 Z m Ji ad -•d O ¢8 pFZ ,myy Z, d d' 3 NOO F Yj i� aI •d Qp g �03 /IL ry _ °a OA�\ 4 WOOD BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOWCASE O < i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 'n AND TRANSFER THEM TO THE BUILDING STRUCTURE. paa -I �� 5 ACCESS HOLE METAL ME IAL SEEE TYCAL 8O HORS TYnr-rQA�A�ICHQHS: SEE ELEV. FOR SPACING STRUCTURE TYPICAL ANCHORS STRUCTURE FOR SPACING Qw SEE ELEV. �/4" DIA. ULTRACON 8Y ' �(Fu-177 KSI, Fy-155 KSI) LL Z N FOR SPACING J p 1/4' DIA. HILTI KWIK-CON II (F-163 KSI, Fy=157 KSI) Q INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Q w f L. 1 1/2" MLy_croe�CIN OD(/THRU�IBY BUCKS INTOR MASONRYV.,L/4" MIN EMBED IOR MASONRY v a Z3 o v= II a N DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY z m W w v 1/4" DIA. KWIK-FLEX SELF DRILLING SCREWS BY 'HILTI' (GRADE 5 CRS) 3 to z INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") uj 3 a (1y MWJI-DADE COUNTY APPROVED MIAMI-DADE COUNTY APPROVED INTO METAL STRUCTURES O N a O MULLION & MULLION ANCHORS MULUON & MULLION ANCHORS Z'T N w a rr SEE SEPARATE NOA SEE SEPARATE NOA STEEL 12 GA. MIN. (Fy = 36 KSI MIN.) � 0) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) ? gID W TYPICALI EDGE ALUMINUM TO BE PLATED OR PAINTED) I o X -- -1 -._._. .- a O z'�o f W o 2o_v INTO -ONCRIETEAND MASONRY = 2' MIN. o U d d I INTO WOOD STRUCTURE - 7�� w N r 1i INTO METAL STRUCTURE = 3/4" MIN. 0 TYPICAL ANCHORS CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN. SEE ELEV. FOR SPACING TYPICAL ANCHORS C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. SEE ELEV. FOR SPACING W z rc SEALANTS: o� ovi ALL FRAME AND VENT CORNERS SEALED WITH c JOINT SEALANT. v g -1 Ail PRODUCI'RPNGWPD 5 ••• • • • • •• m cmnplyb,s,,M lira Flurldn c v o 8 8, =' • • •• • • • • Acceplatce No -L J 1 .5 e o ) • i •• • • • • 4 PxpiieLgn�Jare / /��lQ u 0 = w •• t1 a = / / O B 4 of •• ••• ••• • V •• N N Dy.---FSS-` 41v5�X:. O _ � Miami DeAe Prndncl C4rcrMo1"� E 3 - Engr:JAVAD AHMAD •' CML FGA,PE/70592 c d° • 0!* •1•v• • • -' C.A.N.3539 ns' ° d. • • • • • • • • v - •' • 'h M • ♦ • j�'. (D R o 'LTi ° TYPICAL ANCHORS _ C=- ° TYPICAL ANCHORS ° P • ••. • °•1 ° °• SEE ELEV. dr.... n0. v ° i SEE ELEV. ° i�i11PICAL ANCHORS • • •• • FOR SPACING FOR SPACING 10Y SEE ELEV. - W04-44 WOOD BUCK FOR SPACING [}�,� �� I I 1-:0 sheet 3 of 7 000 • • • • 0:0•• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 0 • • ••• • • TYPICAL ANCHORS SEE ELEV. 1 BY FOR SPACING YlOGO BUCK Il m v p rc o p I. - p rc o Ei • 3 d• d p 3 p Z vg- J °d ° a a •d IA a° ° o O o u 4L4--All IL e 1 Al \u 0ypp M \m \N 0 LLQ y G C TYPICAL AN O d 3 METAL METAL SEE ELEV. STRUCTURE TYPICAL ANCHORS STRUCTURE FOR SPACING Q W a Cj SEE ELEV. LL=y *FORG J y_ V=1 1) lV N 30 n M z m Z W w 3 �j U j i ai MIAMI-DARE COUNTY APPROVED MIAMI-RADE COUNTY APPROVED Q Q N a Q MULLION & MULLION ANCHORS MULLION &MULLION ANCHORS 2 H SEE SEPARATE NOA SEE SEPARATE NOA i2. M '? 3 p iX Iz WDM n 8 o F < oz� Of 3 1C I ¢ O z t` o 2 n W ioo off .. Uma 1 1 I F/111�lCt,VA TYPICAL ANCHORSSEE SPAC NCHORSFOR SPACINGESPACING u$ FOR SPACING 53 ACCESS HOLE PRODUCTRF.NEWED v 4 •• 000 • • • • • •• D,eomPlYing nilh 6ic Fl", a • • • • • • • • • building Codo 'N • • •• • • • s Acceplan No � � Mlnrni Dade Pux(ucT Control N �� En9r:JAVAD AHMAD m --( I CML fL0.C.A.N.j 70592 • d • ti • ••• • •1 vs• • _ .NSSSe ° ve • • • -• ° p • • v• • io o; u d - ° I •• v • >• •• -• • •• A • a L d \i_ °TYPICAL ANCHORS o v v TYPICAL ANCHORS - --- - -9 8 ' • •• • ••' • • •'' SEE ELEV. x` i drawing no. • e I SEE ELEV. r o • s '1;CAL ANCH • • ••• • v� FOR SPACING _ • FOR SPACING 1BY SEE ELEV. li' ) qq i W04-44 WOOD BUCK FOR SPACING ��:�J l �9hee1 4 of 7 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV, FOR SPACING �l "SHIM a 1/2"SHIM /_ �------- o MAX. I I M". ZC Coll a n oCJ ACCESS HOLE O o 0 J a. Oq V O M BY WOOD B CK W M BY WOOD B CK K / WOOD STRUCTUR\� X - - - - 0 n O a°rpI R I WOOD STRUCTURP - -� 11 q Q y3LLN b_ 3 3 D.L.OPG. J E �{ WINDOW WIDTH Q W rG F N TYPICAL ANCHORS TYPICAL ANCHORS � n SEF.EI.EV.FOR SPACING SEE ELEV.FOR SPACING 7FA S TYPICAL ANCHSEE ORS 1/2"MAX. 1/4` V.- JSPZNG LEV o m / - -- GZ SHIM SHIM 1/2"MAXj 3 W w �(� 1/4"MAX. UT�l SHIMS SHIMS W V Wx �4Zr\W J 2 3.j " I ° ° I O L - - - - - - _ �c�'vg k' - - - - - - - - - - - - - - - - —-- - - - - - - o` I w WOOD BUCKS 1 71 EXTERIOR � l ° O.L. OPG, P Zi WINDOW WIDTH o o 2= w \D� MIAMI-DADE COUNTY CD PRODUC`F RENEWED APPR,D MULLION .. SEE SEPARATE 10`1 • • ,=plyinD wnh the Florida SMS TEKS SCREWS Duildin Codc O • • • • • •S j EIV OR SPACING 8 m a m m$«o ACCESS HOLE • • • • • • • Accepinnce No • • • • a ••• • I 8xpitel n[�atc e$� Q • • ° •• Miernl Dade product Control a Engr.JAVAO AHMAO r CML FIA PE/70592 o ____ • _ -_ • CA,N.3538 Jj yy 0 —.... • • A d -.�.. .. D.L.OPG. •� �• • RIOg Browing no. WINDOW WIDTH _ WINDOW MOTHW04-44� sheet 5 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �j750 ITEM NO. PART/ QUANTITY DESCRIPTION MATERIAL NANF./SUPPLIER/RE11fARKS I f 1�-2.000 1.876 1 CMIOO-007 AS REDD. FRAME JAMB/SILL 6063-T6 FOR FIXED WINDOW ^ a 2 ' CM 100-012 AS REDO. JAMB/SILL ANCHOR CLIP 6063-T6 o .062 }-- .G62 674 3 CM100-015 AS REQO. FRAME HEAD/SILL/JAMB 6067-T6 Z J TYP. .062 .500 • 2.000 �. -�- 4 CM100-016 4/WOW GLAZING BEAD(IAM. CLASS) 6063-T6 7.875 .500 125 4A- CMIOO-017 4/WOW GLAZING BEAD(IAM. INS. GLASS) 6063-T6 O �I 906 411 CM 100-029 4/WOW GLAZING BEAD(IAM. GLASS) 6063-T6 FOR CIRCULAR FRAME n O .875 11 4AB CM100-028 4/WOW GLAZING BEAD(LAM. INS. GLASS) 6063-T6 FOR CIRCULAR FRAME 0 W .875 FLUSH ADAPTER HEAD/SILL 5 CMIOO-018 4/WOW SNAP COVER(LAM. CLASS) 6063-T6 - 2.125 5A CMIOO-019 4/WOW SNAP COVER(LAM. INSUL.GLASS) 6063-T6 0 y FRAME JAMB/SILL JAMB HEAD SILL 683 6 CMIOO-031 AS REDO. CORNER LOCK 6063-T6 - (� 1 3 FRAME / / O w M r 7 V-059 AS REDO. VINYL FOR 5/16"LAM.6:INSUL. LAM.GLASS PVC - 1.203-�{1 1.072 7A V-038 AS REDO. VINYL FOR 7/16"LAM.GLASS PVC - 0 a<C .OB •125 8 AS REDO. 3/16'X 3/8"X 4"LG. SETTING BLOCK - _ y�j• I TYP 1.804 1.806 9 AS REDO 1/8 X 1/2"SINGLE FACE TAPE 1Lz = $ .969 .907 .062 9A AS REDD 5/16"X 1/2'SINGLE FACE TAPE - _ _ r _Y1 �2 .969 907 10 #10 X 1' 2/CORNER FRAME ASSEMBLY SCREW ST STEEL PH PHL. SMS Q W N 11 CMIOO-035 AS REDD. FLUSH ADAPTER HEAD/SILL 6063-76 �I •912 L I .500 12 CMIOO-034 AS REDD. FLUSH ADAPTER JAMBS 6063-T6 - O -"•1.5421 (^ 4A GLASS STOP (LAM. GLASS) GLASS STOP (LAM. INSUL. GLASS) FLUSH ADAPTER JAMBS a !3 r.1 10 '110�11� (2) #10 x 1/2"P.H.SMS (2) #10 x 1/2"P.H.SMS o r -F POINT'B"SCREW POINT"8"SCREW 7 .050 ttP. .050 TMP. I 3 (La Li 875 875 _ WELDED CMIGO-031 I 0 Q Z 1 3/8"X 1 3/4"x 1/8"THK -l- ---- -- w ALUM. PLATE I CORNER LOCK 4 x W 3 Q O N F-1.315--I F-.945 O \J I I I I rF- - Ll,lSNAP COVER LAM. GLASS SNAP COVER LAM. INSUL GLASS i iQ OZ\ I I\ I o Q J t s l E dN� � .983 865 .168r .062 fl' - I I I I P.H. SMS TMP. �I .1112 L POINT"e" SCREW `4®' C� MITER CORNERS 12„ a. GLASS STOP (LAM. GLASS) GLASS STOP (LAM. INSUL. GLASS) 4 FOR CIRCULAR FRAME FOR CIRCULAR FRAME �{.734 I �f I v CIRCULAR WINDOWS .094CIRCULAR WINDOWS OPTION I OPTION 2 1.583 t• ••• • • • • • •• I ooe $N • • • • • • • • �� .� o$I�oo • •• • • • . ••• • v ;RECT. OR SQUARE WINDOWS � • • • • • • • [ t ! c- 02 JAMB/SILL ANCHOR CUP 1 CML - FRAME CORNERS Enyr:JAVAD AHMAD g \ .3+ 93-^� -i .380 FLA.A.N./70592 I • ••• • ••• • • C. 3538 �, n • • • • • •PRODUC•RCIIJCRWD• o 8 r .500 • • • •a+complyrp uRh lly Plo�dl T- •• • • •• •D Ild•\0 Corr j � -� 125 • •• • ••cttpronm No dro nw11 q no. 000 • 000 . W04-44 EXP1i6""" l� Zc.1.4 1.788 j 7 6 CORNER LOCK I h4mm Dade Producl Coniml sheet 6 .7=7 ••• • • • ••• • • DESIGN LOAD CAPACITY - PSRU v! TYPICAL ANCHORS S[DE/SIDE OR TOP/BOTTOM WINDOWS ONE OR TWO ONE ANCHOR TWO ANCHORS AT EACH SIDE OF MULLION a! AT EACH SIDE AT EACH SIDE SEE CHART AT LEFT - o! FOR CAPACITIES • '+I WINDOW DIMS. OF MULLION OF MULLION 0F n IZ WIDTH(W) LENGTH (L) EXT.(+)/INT.(-) EXT.(+)/INT.(-) WI W2 f i 'a I 19-1/8' 80.0 80.0 LL IU 24' 80.0 --80.0 O� 26-1/2' 80.0 BOO 30' 38-3/8" 80.0 80.0 0 37' 80.0 80.0 42" 80.0 80.0 O 48' 80.0 80.0 - C 0 Q Q yg 53-1/8' 80.0 80.0 &D -_ 0 •o 19-1/8' 80.0 80.0 24' 72.5 80.0 Q yl 26-1/2' 72.5 80.0 m 30" 48' 72.5 80.0 - 37• 70.5 42' 62.1 80.0 -- 48" 62.1 80.0 _ f 53-1/8' 62.1 80.0 a 19-1/8' 80.0 80.0 O � 24' 68.7 80.0_ O v B 26-1/2' 68.7 80.0 z13 W w 30' 50-5 8" 68.7 80.0 p Z 37" / 66.8 80.0 -- - - w U> 42' 58.9 80.0WINDOWANCHORS SEE 48' 58.9 80.0 SHEET 1 FOR LOCATION AND O=N < AN TYPES SHEET 2 FOR _ c' 53-1/8' 58.9 50.0 IO" In rMj n 19-1/8' 72.7 80.0 13 J n li, J za' 58.0 _ 60.0 a 0 YPICAL I o 26-1/2' 60' -58.0 80.0 SIDE BY SIDE WINDOWS ELEVATIONS = C, v 30' 5 .0 80.0 TN M 3T _ 566.4 80.0 SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS rK 42' 49.7 80.0 � 19-1/8' 69.3 _ 80.0 WIDTH (W) = Wl + W2 24' 55.2 80.0 2 26-1/2' 63, 55.2 _ 80.0 30' _ 55.2 BOO c�R'01 0 °w8 3r 53.7 80.0 �� I 42" 47.3 78.9 ALUM•TUBE•MULLION O I. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION 5 SEE CHART AT LEFT, CAPACITY OF 1X3 WINDOW MULLION. 19-1/8' 66.1 80.0 d o a 8 6 FOR OTHER MULLION TYPES TYPICAL ANCHORS 2. FOR FIXED WINDOW CAPACITY SEE SHEET 2. 24' 52.7 80.0 SEE SEPARATE NOA SEE ELEV. 3. FOR OTHER MULLION TYPES SEE SEPARATE NOA. 26-1/2' 66' 52.7 80.0 SPACING 4. USE SMALLER DESIGN LOAD CAPACITY OF 1, 2 OR 3 ABOVE. y g$$ 30' 52.7 80.0 • *0: �FOR 37" 51.3 80.0 • • • • • c ro m$ "�' 19-1/8' 60.6 80.0 •�.. • • • ••• • 24' 48.3 80.0 •• • • • •• 26-1/2" 72' 48.3 80.0 30' 48.3 77.3 __ -- Engr.JAYAD AHMAD L CML 37' 47.0 77.3 - - - - -- _ FIA PE 1 70592 0 19-1/8' 58.8 80.0 WIIIIIIIII - - - --- • • C.A.N.3538 u • • • • • 1'R•Dtl•'F IiNI?AI[D ' 24' 46.8 ^ 80.0 • • • • wlmmgtil�h�M�lc Florida 26-1/2' 74-1/4' �48.8 80.0 D.L.OPG. • ! D.L 0 G. ccept�cN•_JL7� 5 drOwin no. 30' 46.8 74.9 ••• E1r��RIOR ••• • Exrt1112n D�DNRr��? 1 --- 9 37' --- 45.6 74.9 WINDOW WIDTH WINDOW WIDTHI ,i I,,, W04-44 Miami Dndc Noduct Conlrcl Tsheet 7 of 7 • • • • • • • • • • MIAMI•DADE MIAMI—DADE COUNTY,FLORIDA MI.I PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢oy/economy 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 Product j Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTIONS*Itkit*O flu klgr; tatr Sl g W I ow�L M..I. APPROVAL DOCUMENT: Drawing No. W04-36, titled"BRI 00 Alum. Horiz. Sliding Wdw. (L.M.I.)", sheets 01 through 09 of 09, dated 05/04/04 with revision "G" dated 10/10/13, prepared by AI—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Section Renewal 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;cIt"O.Ystate;• • series, and following statement: "Miami—Dade County Product Control Approved" i4ialpss othgQvis4 noted•••we ;• herein. 0 0.0 0. . 0000.. REVISION of this NOA shall be considered after a renewal application has bewhKand t4gW tqs beett • no change in the applicable building code negatively affecting the performance of t1lit1toduct.' ", TERMINATION of this NOA will occur after the expiration date or if there has*•*••A revis 0 er p ••0•• p sheen. but �han ge 0000. in the materials, use,and/or manufacture of the product or process.Misuse of this "A.as an endorsement of any product,for sales, advertising or any other purposes shall automatically to inmate this WOA.Failure...:. to comply with any section of this NOA shall because for termination and remova$oQ49A. 0000.. 0 • 000.. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, I 1411da, and followed by the expiration date may be displayed in advertising literature. If any portion of& 1;OA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 11-0922.05 and consists of this page 1 and evidence pages E-1, E 2, E-3, 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 Jaime D.Gascon,P.E. NOA No. 13-1112.13 MIAMI•DADE COUNTY r Expiration Date: August 05,2019 Approval Date: December 26,2013 Page 1 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0922.05) 2. Drawing No. W04-36, Sheets 01 through 09 of 09, titled "HR100 Alum. Horiz. Sliding Wdw. (L.M.I.)", dated 05/04/04 with revision "G" dated 10/10/13, 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 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT"440,dated 02/25/11,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous 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,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202---94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Kinetic Energy Drop Load Test(400 Ft. Lb),per ANSI Z97.1 along with marked-up drawings and installation diagram of an aluminuna horizontal sliding window, prepared by Fenestration Testing Laboratory, Ipe., Test-Report N(Y.••••• FTL-6078,dated 12/05/09,signed and sealed by Julio E. Gon)alez,P. E..":'. •. (Submitted under previous NOA No. 10-0426.10) •••:•0 • 3. Test reports on: 1) Large Missile Impact Test per FBC,TAS 2Q 1-94 :••••; 2) Cyclic Wind Pressure Loading per FBC,1*AS•3Q3-94:•'•" ..... along with marked-up drawings and installation diagram of atr otitswigg 41tiqninuttr:••• Casement window, prepared by Hurricane Engineering & Tesli% Inc., Tdst Report' No.'s HETI-03-1880,dated 12/12/03 and HETI-03-1881,cited 03/19/Q4,all signed•�;• and sealed by Rafael E.Droz-Seda,P.E. """ (Submitted under previous NOA No. 06-1130.02) •• ••• • 4. Test reports on: 1) Tensile Test per ASTM-E 8-01 el •• • along with marked up drawings and installation diagram of an outswing aluminum Casement window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HET"4--T1.19, dated 04/23/04,signed and sealed by Rafael E.Droz-Seda, P.E. (Submitted under previous NOA No. 06-1130.02) /---.\f 1""1',- Jaime 1 .Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 13-1112.13 Expiration Date: August 05,2419 Approval Date: December 26,2013 E--1 1 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 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 an outswing aluminum Casement window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1362, dated 12/11/03,signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 06-1130.02) 1 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by Al-Farooq Corporation, dated 10/20/11, signed and sealed by Javad Ahmad, P.E. (Submitted under pf•evious NOA No. I1-0922.05) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours'&'co., Inc. for their"DuPont SentryGlas a Interlayer"dated 0$/25/11,;Nlliting on qV**J j4/17. ***::o ...... . :.. ...... F. STATEMENTS ••• •• • 1. Statement letter of conformance, complying with FBC 2010,ISsued 11.&A iFarodq • Corporation,dated 10/15/13, signed and sealed by Javad Ahmid,..�:E. 00:0% . . . .0 0 ..... 2. Name changed to RC HOME SHOWCASE, INC. as W4WTed in•t11� loricja ••• Department of State,Division of Corporation, Sunbiz documord+dated 10/11413. .' 3. Asset purchase agreement dated 10/01/13, signed by NA% Manuel :,,A.,•&onfle-••:- Kozhaya, Mr.Henry F. Kronfle-Kozhaya,Mr. Raul Casares,:&oUusebib Paredes a4d...: Ms.Nancy Vias. • 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. 5. Department of State Certification of RC HOME SHOWCASE, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 10/11/13 and signed by T. Carter,the Secretary of St4te- -- .,',may--.� Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.13-1112.13 Expiration Date: August 05,2019 Approval Date: December 26,2013 E-2 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Department of State Certification of MANUHEN ENTERPRISES,LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 08/22/13 and signed by N. Culligan,the Secretary of State. 7. Laboratory compliance letters for Test Report No. FT"440, dated 02/25/11, issued by Fenestration Testing Laboratory, Inc.,signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-0922.07) 8. 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 previous NOA No. 10-0426.10) 9. Proposals No. 084635 issued by Product Control, dated 11/24/08, signed by Renzo Narciso,Engineer 1,Product Control Division. (Submitted under previous NOA No. 10-0426.10) 10. Laboratory compliance letters for Test Reports No.'s HETI-03-1362, dated 12/11/03, HETI-03-1880, dated 12/12/03, HETI-03-1881, dated 03/19/04 and HETI-03— T119, dated 04/23/04, all issued by Hurricane Engineering & Testing, Inc.,all signed and sealed by Rafael E. Droz—Seda,P.E. (Submitted under previous NOA No. 06-1130.02) G. OTHERS 1. Notice of Acceptance No. 11-0922.05, issued to R.C. Aluminum Industries, Inc. for their Series"HR100 Aluminum Horizontal Sliding Window—L.M.I.",approved on 10/27/11 and expiring on 08/05/14. 2. Simulation Performance, Solar Heat Gain Coefficient, Visible. Transelltt'dnce, & 0000 0000.. Condensation Resistance Calculation Report on: . • 1) NFRC 100-2004"Procedure for Determining FenestratioaProduct Uzl:acmrs" 0000;. 2) NFRC 200-2004 "Procedure for Determining Fenestration:-Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incideftet;" ;...;. :0600: 3) NFRC 500-2004 "Procedure for Determining Fenestration liroduct Condensation':••. 00.00. 0 .. ... 0000. Resistance Values" • .. .. . 0000.. Using computer simulation in accordance with NFRC: Fraena and Edge Modeling: THERM 5.x, /WINDOW 5.x NFRC Simulation Manual (Appr(; ed at test•d1te), of-m•• • RC Aluminum Series "CM100" outswing casement alumintQn pfime window, alor,...; with attached drawings and bill of materials included in Appendix A, rogrI d-up 9, • National Certified Testing Laboratories,Test Report No. NCTL-110-12455.000 1,pages 01 through 07 of 07, dated 11/16/09, signed by Richard A. McVicker III, Simulator,and Steven H. Coble,NFRC Accredited Simulator,Simulator—In—Responsible—Charge. Jaime A Gascon,P.9. Product Control Section Supervisor NOA No.13-1112.13 Expiration Date: August 05,2019 Approval Date: December 26,2013 E-3 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS (CONTINUED) 3. NFRC 102--2004 Thermal Performance Test Report on: 1) NFRC 102-2004 "Test Procedure for'Measuring the Steady State Thermal Transmittance of Fenestration Systems" Test report of a series RC Aluminum's Series "CM100" Outswing Aluminum Casement Prime Window with Low E and Argon, along with submittal 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-110-12456-1, pages 01 through 04 of 04, dated 11/20/09, signed by Christian J. Mitchell, Technician, and Robert H. Zeiders, P. E., Vice—President Engineering&Quality Person-In—Responsible Charge. 4. Recycled Content Determination Report on: Name: Casement Window, CM100 Raw Material: Aluminum Including letter from Fundiciones Industriales S.A. (FISA) dated 03/22/10, certifying that the extruded aluminum products contained 30% recycled scrap material, signed by Henry Kronfle,Vice—President. • • •••• •••••• •••• • ••••• •••••• • ••• ••••• •• •• •• • •••••• • • • • • •••••• Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 13-1112.13 Expiration Date: August 05,2019 Approval Date: December 26,2013 E-4 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED GREEN SUSTAINABLE ATTRIBUTES GSA SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials.The documentation submitted has been reviewed by Miami—Dade County Product Control. GA—RECYCLED CONTENT.BIO—BASED MATERIAL/RAPIDLY RENENVABLE MATERIAL %Recycled %Recycled %Bio—based %Renewable Material Component Name Content at at Disposal Material Manuf. 1. Window Aluminum 300/oI00% N/A N/A G.8-YT—FACTOR THERitiIAL TRA.iYSrIITTANCE BTU/HR—FT- --OF G.9-SHGC-FACTOR SOLAR HEAT GAIN COEFFICIENT BTU/HR-LFT;' T-VISIBLE LIGHT TRANSMITTANCE AT NORMAL INCIDENCE CR—CONDENSATION RESISTANCE Test Product G.8. G.9: C ID# Report#: Number Glazing Components: U— SHGC VT R Factor Base line 000 5/32 CLR 240#2--SS—D ARG BRZ-1/8 090 PVB 1/8 0.65 0.20 0.21 15 Product — — — — — l. 001 5/32 CLR 240#2--SS—D ARG BRZ•-1/8 090 PVB 1/8 0.65 0.20 0.21 15 2. NCTL 002 5/32 CLR 240#2—SS—D ARG CLR-1/8 090 PVB 1/8 0.65 0.21 0.28 15 3. 110-12456-1 003 5/32 CLR 240#2—SS—D ARG GRN-1/8 090 PVB 1/8 0.65 0.20 0.19 15 4. 004 5/32 CLR 240#2—SS—D ARG GRY-1/8 090 PVB 1/8 0.65 0.26 1 0.2 1 15 Legend •••. Abbreviations: Description: •••• •••••• SS—D Desiccant--Filled Stainless Steel Spacer •• •••• • 240#2 Cardinal Low E 240 @#2 Surface Typical ARG 90%Argon :....: PVB 0.090"Poly Vinyl Butr ai(PVB)interlayer. '. :...:. ' CLR Clear Glass ••:•' BRZ Bronze Tint Glass •• *0.0•• **:006 . . ...... GRN Green Tint Glass • •• GRY Gray Tint Glass • • a 000000 G.10_-;C—FACTOR THERMAL CONDUCTANCE BTU/HR — F ••' • • ••• • Component Name C—Value 00 0 1. Whole Window 1.53 Jaime D.Gascon,PE. Product Control Section Supervisor NOA No. 13--1112.13 Expiration Date: August 05,2019 Approval Date: December 26,2013 G-1 78 1/2"MAX.WIDT119 3/8"MAX. i U _ e WINWINDOWH WINDOW WIDTH � I 0 m MAX. 5"MAX. fAn . Z fALSE MUNTINS FALSE MUN7IN5A A7 HEAD MAY BE USED HEAD AT HEAD MAY BE USED 0 2 CORNERS �� CORNERS N F a O O q V j Ir ii II. L j II li IY o LL 0. ZN4 �Y Cf y 3: IF I II ; I I II a W el f F 1 a 14 1/2" BJ 11 1/z^ mw LI1/2' B 11 1/2" m� MAX. MAX. ¢ AX. . d zW WSILL CORNERS AT SILL ORNERS AT SILL o o 35" 34 3/4" 1/8' I 1/8" 28 1/8" N 3 Q D.L. OPG. O.L. OPG. D.L. OPG. O.L. OPG. O.L. OPG. 39 7/8" 31 1/$ 31 1/4" (n t i VENT WIDTH VENT WIDTH VENT WIDTH W^M n TYPICAL ELEVATIONS J Ia SZ3- _ N HR100 ALUM HORIZ, SLIDING WINDOIY FLANGE FRAME WINDOWS DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. h , APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE `o �� COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING i3 4i MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. v ;� ! LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAI. WILL APPLY TO ENTIRE SYSTEM. • • • • • • • • s c d THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY V:H THE • •• • • • • • 0 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH J ELOCITY•• • • • • ••• • .5 ^o$o HURRICANE ZONE (HVHZ). • • • • • • • • • • v o e WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER•• •• • • • •• --� LOADS TO THE STRUCTURE. I 'I ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORSEn rt JAVAD AHMAD THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 9 ' ! j EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORE�SING p�•STUCCO. • ••• • • CIVIL SHUTTERS ARE NOT REQUIRED. FLA.PE/78592 !o ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE•DEMIIS ARE • • • • • • -----,.-.--- C.A.N..7538 NOT PART OF THIS APPROVAL. • • • • • • • • (tODUCT RCNBNBD Pv •• • • •• • • •• • • m mm t 6r wiN the Flotkla l ` A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS ONTO 11760 ONLY. • •• • • • P Y B ". ••• • ••• • •• t 0tdlding Codu _ �I 0 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT Aacpimtw No 13��. l� r drawing COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE BxpNvtnLgUatc 0_^ 0:1 1 r i 2. f. ,tnl`� WQ4 36 J REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. {y - f t'I _ ••• • • • • ••• • • bticmi Dads Pmducl Cmurol �sheel � of g • •• •• • • • •• •• ••• • • • ••• • • 78 1/2"MAX. 119 3/8"MAX. WINDOW WIDTH WINDOW WIDTH 11 1/2"MAX. ro'3 5"MAX. HEAD/SILL g" Alg7(- 11 1/2" MAX. 7" Z FALSE MUNTINS �`{ FALSE MUNTINS O 'Z HEAD/SILL Al MAY BE USED HEAO/SILL Al HEAD/SILL I I MAY BE USED F yZjl¢ CORNERS CORNERS Q f tt L— M 0 N o 0d It=-=---yi__-_ _ / D Ji / Ji i / � a2VP 03 - w _ m , / 00 w m c2 aCl �� --- °- �°-E1 LLE1 i i IF 0�+rF 2 \t ^0 �' II , S \_ 2 r O \ b Z a0 I II aD O0 1 W J II .� II II Q 4j• IT�I Z v '� 3 II li n `N° 3 ill 'i li: nom' J�1f(1�'jl1FW 1 I� VI I I _______ ___ 1 II I 1 I I I— II mp�p I B1 mw 3 m C o o Z ww N U VI U - Z 4 35" 34 3/4" 26 1/8" 53 1/8` 26 1/8` In 3 4 D.L. OPG. D.L. OPG. L D.L. OPG. O.L. OPG. D.L. OPG. N O N a rY = C-4 N 39 7/8` 31 1/4" 31 1/4" = Ln n M w VENT WIDTH VENT WIDTH VENT WIDTH M W n TYPICAL ELEVATIONS a =z` n 0 _ FLUSH FRAME-WINDOWS jil o0 • •• • • • • ••! • • • • • • • • • t � c Engr-JAVA D AHMAD ♦ _ CML I \ • ••• • •!! • • FLA.PE�'70592 38 • : : ! : f e PRODUCT RENEWED CAN.3538 n 0 0 a � •• • • •• e • •• • • as mmplyu,a viol tha PlarGla ° X o u • •t • •• • • t Bwldu LCoAc L' ••• • ••• • t• t Attept c No 8xp aeon mle drOwmg no. i WO4-3 Mlxrm DaAe P uN Control -� Isheel 2 of 9 • •• •• • • • •• It ITEM PART/ QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS �U (moi 1 RSIOO-OOIA 1 FRAME HEAD 6063-T6 - j1 2 RSIOO-002 1 FRAME SILL 6063-T6 - ----- "F 3 RS100-0078 1 FRAME JAMB VENT 6063-T6 - 6053-T5 - 5- RS100-004 1/VENT FIXED RAIL S FIXED - ---- - - - -_063_76. _ - 6 RSIOO-003 1/VENT VENT MEETING RAIL 6063-T6 - IL n U'. 7 RSIOO-009 2/VENT TOP AND BOTTOM RAIL 6063-T6 - - O W 8 RSIOO-006 I/VENT JAMB STILE 6063-T6 - d 9 500Y-007 AS REQ?. GLAZING BEAD 6063-T6 - m 10 RSIOD-005 1 SLIDE ANCHOR CUP 6063-T6 1'LONG 0> r 11 - 1 ANCHOR CHANNEL 6063-T6 - a O W p 12 - - 04<0 13 W3123INK 4 WEATHER STRIPPING PILEO_(VENT) _ _ .3 p 14 W3123INK 1 WEATHER STRIPPING PILE(MEETING RAIL) - Q; LD o 1/8'OR 5/32"HEAT STREN'D GLASS 15 Q-LON 1 Q-375 X 190 WHITE 1/4"AIR SPACE LL W VI-.a 1/8' HEAT STREN'D GLASS 16 V-03J I WEATHER STRIPPING CASKET NEOPRENE - _ - _ _ 1/8"HEAT STREN'D GLASS 17 P-049 AS REDD. GLAZING INSERT RIGro PVC MELTPOINT Q W N F .090"INTERLAYER BUTACITE PVB BY'DUPONT' .090'INTERLAYER -- VINYL18 V-055 1 VINIAM.INSULCLASS PVC DUROIAETER 7515 SHORE A A --LA ---L.. -- ---C ---- - -- BUTACITE PVB BY'DUPONT' 19 P70358 2/VENT HANDICAP FINGER LOCK RIGID VINYL 6"FROM EACH END �� ----- 1/8" HEAT STREN'D GLASS -20 I/8"HEAT STREN'D CLAS 21 RSIGO-MI 2/VENT KNURLE AXLE PIN ST/ST. - F SILICONE SILICONE 22 P-016 2/VENT WHEEL RETAINER HOUSING NYLON - 3 a DOW CORNING 795 DOW CORNING 795 23 RO 1906 2/VEW WHEEL NYLON - I m - 24 - • qq 25 /10 X 1' AS REDD. FRAME ASSY.SCREWS ST.STEEL PH SMS Z W W U 26 /10%3/4• AS REOD. VENT ASSY.SCREWS ST.STEEL HH SMS J Q Z 0' 27 /10 X 1-I/2' 2 SLIDE CUP FASTENERS 57./ST, PH.P.H. 3 4 28 112 X 3/4' 1 SLIDE CUP FASTENER ST./ST. FH S.M.S. N O N a z 29 RS100-029 AS REOD. FLUSH ADAPTER HEAD 6063-T6 - - of N M O 30 RSIOO-019 AS REQO. FLUSH ADAPTER SILL 6063-T6ILI K 31 RSIOO-028 AS REOD. FLUSH ADAPTER JAMS 6063-T6 - j 3 J •n ——_.._- - _...__... J 17 18 32 500Y-010 AS REDO. SNAP COVER 6063-T6 - Q =Z o W GLASS TYPE 'A' W GLASS TYPE 'Al' I U o SEALANT: 1 ALL FRAME AND VENT CORNERS AND INSTALLATION 1/8"OR 5/32"HEAT STREN'D GLASS 5/32'TEMP. GLASS SCREWS SEALED WITH SILICONE. 1/8" HEAT STREN'D GLASS 1/4"AIR SPACE 1/4"AIR SPACE 1/8"HEAT STREN'D GLASS 1/8"HEAT STREN'D GLASS 4I .090"INTERLAYER °w SENTRYGLAS BY'DUPONT' .090" IMERLAYER .090"INTERLAYER 3 SENTRYGLAS BY DUPONT' SENTRYGLAS BY DUPONT' V 1/8"HEAT STREN'D GLASS 1/8"HEAT STREN'D GLASS 1/8'HEAT STREN-D CLASS w SILICONE F Z w SIUCONE SILICONE DOW CORNING 795 11 CORNIK4 795• � W • DOW CORNING 795 NOTE: m of m z m • • • • • R 9 • IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING ` w 3 4) m a 0 o ry ry '� to '� • •• • 1 EXTERIOR PLY OF GLASS TYPES 'AI' & 'B1' MUST BE TEMPERED. ago"I m ce • • • • • � �o WIC u 0 0 C) I rc & Ix - -_ Z - Z Z CIVIL En9,:JAVAD AHMAO • •• !r FIA PE/70592 O • �• •• 0G.A.N.3538wPRODUCf RBNBWBD1- 17 T- •• • •18 •4 • •I-- •• • • 18 w w • •• • •• w • • • Budd Ig Code 2., i! �'- --- GLASS TYPE B' GL0,9&TYPfi 'Bi' ••• • ••GLASSoTYPE 'C' AcccIIW 1<a 7 1 drawing no. BAPInBI°n oJ1�, S/ 01. -. - W04-36 GLAZING OPTIONS IYliaml Uak Product Caltrot sheet fosheet 9 J7 • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF �1 (X0 OR OX SIZES) (XO OR OX SIZES) (XOX SIZES (XOX SIZES) GLASS TYPES GLASS TYPESCLASS TYPES GLASS TYPES 1 WINDOW DIMS. A,&I. B,BI & C WINDOW DIMS. B,Bl &C WINDOW DIMS. A. Al, B,BI & C WINDOW DIMS. B, Bl &C • ; WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(T) MIT.(-) WIDTH HEIGHT - WIDTH HEIGHT EXT.(+) INT.(-) O W z 26-1/2' 80.0 80.0 55-1/2" 28^ 80.0 80.0 74" 26" 80.0 80.0 74' 26, 80.0 _80.0 f W as 37' 26' 80.0 80.0 9-11/1 6 80.0 80.0 106-1/4" 80.0 80.0 106-1/4' 80.0 80.0 a W2 53-1/8' 80.0 80.0 55-1/2' 80.0 80.0 74' 80.0 80.0 74' 80.0 80.0 m� C o J8-3/8' -- 36-3/8" 38-3/8^ --- d W @, 26-1/2' ��, 80.0 9-11/16" 80.0 80.0 106-1/4' 80.0 60.0 106-1/4' 80.0 80.0 IIISYYY 38-J/8' 80.0 80.0 55-1/2' 80.0 80.0 74' 80.0 80.0 74' 80.0 80.0 m G u 50-5/8' 50-5/8" - 50-5/8" - O 53-1/B' 80.0 80.0 9-11/16 80.0 80.0 108-1/4' 80.0 B0.0 106-1/d' 80.0 80.0 r 25-1/2" 80.0 80.055-1/2" 00.0 80.0 74" 80.0 80.0 74" 80.0 80.0 pOp 37" 505/8" 80.0 80.0 9-11/16 83' 80.0 80.0 106-1/4" 63" - 80.0 80.0 106-1/4" 83' --80.0 80.0 O C Q m M1M1 Q 53-1/8' 80.0 80.0 63" 80.0 80.0 84' 80.0 80.0 84^ 80.0 80.0_ Q y 1- 26-1/2' 80.0 80.0 67-1/2' 80.0 80.0 90" 80.0 80.0 90' 80.0 80.0 Q: 00 It O n 37" 63' 80.0 80.0 72' 80.0 80.0 96' 80.0 80.0 96' 80.0 80.0 Q N 6 53-1/8" 80.0---_-80.0 76-1/2" 38^ 80.0 80.0 102' 36' 80.0 80.0 102" 36' 80.0 80.0 24' 80.0 80.0 81" 80.0 80.0 109' 80.0 80.0 108" 80.0 80.0 Q W W 36' 80.0 80.0 85-1/2" 80.0 80.0 114' 8_0.0 80.0114" 80.0 80.0 48" 24' 80.0 80.0 90" 80.0 80.0 120' 80.0 80.0 120" 80.0 80.0 a 60' 80.0 80.0 63^ 80.0 80.0 84' 80.0 80.0 14' 80.0 80.0 N 72' 80.0 80.0 67-1/2' 80.0 80.0 90' 80.0 80.0 9o" 80.0 80.0 I 78-1/2" 1 80.0 80.0 72" 80.0 80-0 96" 80.0 80.0 96" 80.0 80.0 3 a 24" 80.0 80.0 76-1/2" 48' 80.0 80.0 102' 48" 80.0 80.0 102" 49' 80.0 80.0 3 36" 80.0 80.0 81" ._.80.0__ 50.0 108' 80.0 80.0 108' --80.o 80.0 0 _-. _. -. . 10" 36' 80.0 80.0 85-1/2' 80.0 _ 80.00 114" 80.0 80.0 114' 80.0 80.0 o Q Z 60" 80.0 80.0 90" 60.0 80.0 120" 80.0 80.0 120" 80.0 80.0 N V w 72" 80.0 80.0 63" 80.0 80.0 _ 84' 80.0 80.0 84" 80.0 80.0 3 Q 78-1/2' 80.0 80.0 6771/2" 80.0 80.0 90' 80.0 80.0 90' 80.0 80.0 Of O=N Y 24' 80.0 80.0 72" 80.0 80.0 96" 80.0 80.0 96" 80.0 80.0 (O 1 i M m 60. ___... 60. 60. 36' 80.0 80.0 76-t/2" 80.0 80.0_ 102' 80.0 80.0 102' 80.0 80.0 1 _ J 48' {e' 80.0 80.0 el" 80.0 -80.0 108^ 80.0 80.0 708' 80.0 80.0 i w 60' 80.0 80.0 85-1/2* 80.0 80.0 114^ 80.0 80.0 114' 80.0 80.0 1¢ Z n 72" 80.0 80.0 90' 80.0 80.0 120' 80.0 80.0 120" 80.0 80.0 I U n Q J 78-i/2 80.0 63' 80.0 80.0 84" 80.0 80.0 84' 80.0 80.0 = d'N 24" 8. 80.0 67-1/2" 80.0 80.0 90' 80.0 80.0 90' 80.0 80.0 0 36' 80.0 80.0 72" 65-1/2^ 80.0 80.0 96' 80.0 00.0 96' 80.0 80.0 65-1/2" 48' 60" 80.0 80.0 76-1/2' 80.0 BO.O 102' 80.0 80.0 102' 80.0 80.0 19 60 80.0 80.0 81' 1 80.0 1 80.0 108' 80.0 O.0 lo8" 80.0 80.0 72' 85-1/2' 80.0 80.0 114' 80.0 80.0 114' 80.0 80.0 z rc 80.0 60.0 90" 80.0 80.0 119-1/4' 80.0 80.0 119-1/4" 80.0 90.0 o IL 24 80.0 36" 80.0 80.0 n {8' 65-I/2 _-_80.0 80.0 (1/3W) (2/3W) (i/3W) (1/3W) (1/3W) (1/4W) (1/2W) (1/4W) •a u z 60' 80.0 80.0 72" 80.0 80.0 �' b - •• ••• • • • • • • ii :i :i :i y -I714, 80.0 80.0 • • • • • • • • � � i � � � o 0 0 OPERATING VENTS TO BE 1/3 OF THE WINDOW W$DTHo • 60PBRAII4G 4VENTS }D BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH (1/,W) (1/2W) •• ••• •• • • • •• _ 'XO OR OX' 'XOX' 'XOX' Engr;JAVAO AHMAO I PRODUCT RLT181VDD CML • ••• • ••• m coLnplying•ith The PIMWQ FLA PE/70592 c s • • • • • • BVIdIftCtlo C. 3538 n NOTE: • • • • Akcep•mc1 13 �3q� 2 OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH GLASS CAPACITIES ON THIS GREET ARE • •• • • Elcplr>rioQ Meta BASED ON ASTM E1300-0 SEC�USTSl • •• • '• • / 'XO OR OX' Ili; •• • 1►Y• Z erowin no. AND FLORIDA BUILDING CO I SIOO DECLARATORY STATEMENT DCA05-DEC-219 hLunt�4doRoQlHiCxhol - 5 FLANGE & FLUSH FRAME WINDOWS W04-36 L-- - ---- ('-L'� ;) ���)� sheet 4 of 9 • • • • • • • • • • • • • • • • • • ••• • • • ••• • • TYPICAL ANC RS 1BY SEE ELEV. WOOD DUCK I FOR SPACING I an. ° c° . aIII1IIiII °•d�1 g-a _ __ -13L/�'/ - � 03 I �S0 3 �N I�z�VaQQaJ3oNQ 3a>Qi INmz fG° < A TYPICAL ANCHORS SEE ELEV.SHEET 1 FOR SPACING Q TYPICAL ANCHORS SEE ELEV. SHEET 2 METAL FOR SPACING TRUCTURE ULJ STRUCTURE C3W w V)Q I o Ta t4 0 i MIAMI-DAOE COUNTY APPROVED JI N N MULLION k MULLION ANCHORS ILSy O SEE SEPARATE NOAn M g H J w HTM z x 3 W I ¢ O W1 = 3/16' 1 WEEPHOLES: S =o j X " WEEP HOLES WITH PLASTIC BAFFLE rnN F j (2) AT VENT LOCATION AT 5" FROM VENT ENDS (1) AT CENTER OF FIXED LITE -� I i W2 = 3/16" X 1" WEEP HOLES TYPICAL ANCHORS (2) AT SCREEN LOCATION AT 2-1/2" FROM SCREEN ENDS w SEE ELEV. SHEET 1Wi x g FOR SPACING W3 = (4) 3/16" X 1" WEEP HOLES AT VENTS '^ N 1 I AT 2" FROM VENT ENDS AND 19° O.C. MAX. w w� W2 PRODUCF RPNBW13D �33 r 7 as comPlylnII�vllh Ibo Ploticle V I J Building Code _ 13 Acceptmlce . 2 Bxp11u`IfuryDs�T S Zo19 .. . . . . . . •. _.. / h o 10 • • • • • • Miand Dede Rodud Contro'h 21 • • • •• • W, W3 22 i •_ • • • • X • • v o u v \ i • . i • .. B 1 30 CB32 -�J 23 �� •�� � (T 1^ \N Egr:JAVAO AHAAD -- _ _ CML i • • = .0 FLA,PE 70592 c • ��. • • • • CAN.}538 8 TYPICAL ANCHORS - - TYPICAL ANCHORS p �no. v 9 SEE ELEV.SHEEP 1 > -SEE ELEV. SHEET 1 ° ° TYPICAL ACHORS FOR SPACING ° IBY `I! FOR SPACING 4EE Et.. HEET 2 ,ro`E'—JV WOOD BUCK / FOR SPACING • •• •• • • • •• •• ••• • • • ••• • • WOOD BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOWCASE MUST SUSTAIN LOADS IMPOSED IL GLAZING SYSTEM STRUCTURE. AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 0 y I I<WII<-CON II BY 'HILTI' (Fu=163 K54 Fy=157 KSI) Q d 0 DLA. ULTRd�:ON�P"ET ev�VU-177 KSI, FY-155 KSI) O j INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0 1-1/2" MIN. PENETRATION INTO 000 O THRU 1BY BUCKS INTO CONC. OR MADIASONR V 4 -1/4" MIN. EMBED INTO CONC. OR Q' M �m DIRECTLY INTO CONC. OR MASONRY 0 1-1/2" MIN. EMBED INTO CONC. OR MASONRY .0 TYPICAL ANCHORS X114 SELF DRILLING SCREWS (GRADE 5 CRS) LL? m TYPICAL ANCHORS SEE ELEV.SHEET 1 f SEE ELEV.SHEET 1 ING INTO MIAMI-DADE COUNTY APPR'D MULLIONS (.090" THK. MIN.) J 5 FOR SPACING - Q d f F 1/a"MAX. INTO METAL STRUCTURES �- L I/4'MAX' _. VENT WIDTH SHIMS STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) r^ SHIM ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) D.L.DPG. 19 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) © 4 6 O 15 EQ a 3 m^ 26 A CE INTO CONCRETE AND MASONRY ---I-3/4" MIN. C - - a ° NTO METAL STRUCTURE = 3/4" MIN. �-� Q Z --. to U w CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN. ni 0 Q a METAL - -- ——�, -- '_-" - I v -90 HOLL /ILLED BLOCK AT JAMBS i m 2000 PSt MIN _=N r STRUCTURE - __. .. C OW F ' 2 M m 14 8 6 Li � Q OZt` o ^�1�- -) SCREEN OPTIONAL----- 1:u�21 - O O °1BY u n Q J D.L.OPG. 27 10 27 WOOD BUCK N �' EXTERIOR • v WINDOW WIDTH OX LAYOUT n2ti� i 1/4'MAX. 3/8, SHIM MAX 33 33 SHIMS TYPICAL ANCHORS 31 Ji SEE ELEV, SHEET 2 m FOR SPACING •• 090 • • • v PRODUCF RENT. \', • • • • • • • • • ie comylyuip��i0,16:,:....,.a � m C —_ • • •• • • • • _ —° - BWlding Codc q t�i 7 4 0 8 e-o o • •• • • • • ••• ----— Accepta�lca No .i.LJ1. m g o_ • • • • • • • • • 11MDatc, /zp1 C� .m I TYPICAL ANCHORS METAL SEE ELEV.SHEET 2 I , ��i cw Nntml--" I STRUCTURE FOR SPACING I ° Enyr.JAVAD AHMAD • ••• • ••• • • Fl.L CML PE B 70592 I°+ • • • • • • • • v° C.A.N.3538 n a v draWing no. i W04-36 Ole • • • 000 • • sheet 6 of • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • u � 1/4"SHIM 1/4°MAX. �1• MAX VENT WIDTH VENT WIDTH SHIMS `m n TYPICAL ANCHORS ` o SEE EL&SHEET 1 3 O La=v""'l .OPG. C) D.L. OPG. jFOR SPACING I\ TYPICAL ANCHORS 6 , L EE ELEV. SHEET 1OR SPACINGILmC S L I n inngSCREEN OPTION_ _.� - - ---- �L / Y)ODCB DK 1400 TURSTRUOOD E -__ F,�I Q30: ay'bp 0 27 10 27 WOOD BUCKS J �pNvj EXTERIOR WINDOW WIDTH r -- XOX LAYOUT iv 3 I� � 3/5"SHIM c0 G z W W TYPICAL ANCHORS MAX. Q Z SEE ELEV.SHEET 2 MIAMI-DARE COUNTY TYPICAL ANCHORS FOR SPACING E�1 APPROVED MULLION SEE ELEV. 3 4 31 SEE SEPARATE NOA FOR SPACING T/T u7 W - - -- --- _ - = Oz`s n a0 04= O rn v O 2 Y WOOD B K ,WOOD STRUCTURE � H� WINDOW WIDTH WINDOW WIDTH m V TYPICAL ANCHORS ••. 000 • • • • • ` •ECFV' • • • • • • • • SPACING m; of • •• • o,"• • _• • • • • • �I� - - - Eng,:JAVAD AHMAD � CML • ••• 0 • • • • FLA.PE/70592 o • • • • • • • C.AN.3538 b • • • •pg I(M'RINGWBp 8 o a • •il�h(,h2a Florida X _ auim ••• • • .n17 Pew_,_,_„_,__,fIZ01� /� �rOwing nono. W04-36 a seeMiami Dade Pmd,M Coaho� Lheel • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 606 • 0 V2.875 2.813 -2.792-._... 1�1 I - -II n 085 .686 1.11 .7{0 1-I I .490 .062 662 Z j I 1YP. � -� �� W a 222 2.875 .062 1.594 f 0 Typ. � 1.841 LL n. .965 O GLAZING BEAD �� FLUSH ADAPTER HEAD o � 0 0, .750 2 687 I 0 I 1.093 O F�-2.750 2.625-moi 0 o 4 912M 0 � FRAME HEAD � JAMB STILE '518 .598 .445 Q � 0 N- F- .07b - .078 O 2 750 2.500 .135 � 3.710 1.435 - - Q • .375� I TMp 30 FLUSH ADAPTER SILL Q W f 750 L 1s VENT LATCH �u 2.091 1.j53 1.160 1-- 3.750 2.689 -AI v ' e a 062 TMP I---1.750 1.0I1� 670 2.792 2.697 '3 MEETING RAILL .062 I I Q Z 1.{88 1.794 N t0 SLIDE ANCHOR CLIP .912 2.875 .188 r M r JI FLUSH ADAPTER JAMBS j 3 J n FRAME SILL .062 .1251 r Q O Z L` .025 0 = 1.4135 TYP. 1.557 .808E .500 IU .050-� = K N lLL_ -b-1.250----1 750 .100 Ii 1.125 .8J2 F=- .750 .750 L --3.250 ANCHOR CHANNEL 3z SNAP COVER rc L1.1$3 .304-1 U VENT TOP/BOTTOM RAIL V FIXED MTC. RAIL .080 69 h 6 4 3.126-, F-.958--I T 1.250 o n � GLAZING•IRSEfM• • • ••• • • s•• 87 y o .062_ • •• • • • • •.• • •> TYP. • • • • • • • • • �' o w .078 •• •.• •• • • • •• � 3.097 2815 -� 2.875 2.940 Engr:JAVAD A/iMAO c r • •.• ••• \ EIA.PE/70592 _ • • • ••• i ••! •• CML• CAN.3538 {L • • • • hOSUCT RE"B%VPD - ° x .062 I I •• • . •• • • W�9-Q1VIY�9 the Fhq'!d! $ c ° TYP. 1.000 -^i.7sC • •• . •• � WmB�uc•A 1.r. a> ---- ••• • ••• • ptmco Ro l•J r L� 3.626 1.750 - 'drawing no. ew+rer�n#�ewS�2C2� W04-36 � ��r •i';;1 O FRAME JAMB VENT O4 FRAME JAMB FIXED gy°m1,D Pr9 i�N SoP •• • • • • 00* sheet 8_of 91 • • • • • • • • • • • •• •• • • • •• •• 335 Z Q 0; 1 / /• � 0TkIr 0 8 0 gdlr� i IILQw N Qw`�fk' FRAME TOP CORNER !� e LAJ Io � e Imo' n VENT TOP/BOTTOM CORNERS a Z LL V) U j 3a 25 IW O=N a (f)Ln n M N Q =pZ mM I � y I ,o I10 mW W • • •• • • • • • 4 0l$R • • • • • �yME gpTTOM OORNER o o w c o Eng,:JAVAD ANMAD o ,� • ••• • ••• • • CML S • • • • • • • • • • FIA.PE 70592 3 .. C.A.N.3538 The Flo" .. .. MY* •13- 1 1 f 1 13 ••• • ••• • ,once M �/ � � �— O 7 drove ng no. FIXED MTG. RAIL CORNER Bye f "/" Via' W04-36 t�tiomi Dade Product Control-� i 1, % ;1 (.:.!'f ••• • • • • ••r • shl ee 9 f g • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 • ••• • 0 , r MIAMI•DADE AIIAMI—DADE COUNTY,FLORIDA MMA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315--2599 NOTICE OF ACCEPTANCE (NOA) w�vw.miamidade.gov/economy RC Home Showcase,Inc. 2970 NW 75th 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 perforin in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: 0A*9*WD4VtA16mixvm-00m*,Xntmee Door wl Wo Transoin and 81delitei`-L K I V APPROVAL DOCUMENT: Drawing No. W04-37, titled "Series RD45 Alum. Entrance Door(L.M.I.)", sheets 01 through 10 of 10, dated 05/09/04 with revision "G" dated 12/17/13, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Section Renewal 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 •0000• LABELING: Each unit shall bear a permanent label with the manufacturer's rimxe or logo eoity,•state, series, and following statement: "Miami—Dade County Product Control Approved",%itess otherwise noted•••••• herein. ...... REVISION of this NOA shall be considered after a renewal application has beeft.&O and t1tere4m been.. no change in the applicable building code negatively affecting the performance of this ptvduct. 00000 • TERMINATION of this NOA will occur after the expiration date or if there has b4ftl revision or ohangeo••••• in the materials,use, and/or manufacture of the product or process. Misuse of thi:M%as an endorsement •, of any product, for sales, advertising or any other purposes shall automatically terminate this 12"4:Failure`** to comply with any section of this NOA shall be cause for termination and remova p[#TOA. 0 ::9069: 0 000ADVERTISEMENT: The NOA number preceded by the words Miami---Dade County, 141614, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 12-0410.18 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 Jaime D.Gascon,P.E. NOA No. 13-1112.06 MIAMI•DADECOUNTY Expiration Date: August 19,2019 ' ' Approval Date: December 26,2013 ,`Gi`� Page I RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder previous 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 01 through 10 of 10, dated 05/09/04 with revision "G" dated 12/17/13, 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 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, per FBC'2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation.diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.'s: 1. FTL-5390, dated 02/18/08, signed and sealed by Carlos S. Rionda, P. E. i (Submitted uudef•previous NOA No. 08-0613.07); 2. FTL-4154, dated 03/24/04, FT1-4155, dated 03/30/04 and FTL-4166, dated 03/31/04,all signed and sealed by Edmundo Largaespada,P. E. (Submitted under previous NOA No. 04-0608.03) B: CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al-Farooq Corporation, dated 03/27/12, signe4 ani sealed;;by•Javad Ahmad P. E. • (Submitted under previous NOA No. 12-0410.18) •••••• •• ...... 2. Glazing complies with ASTM E1300-04 '•'••• .... . ..... D. QUALITY ASSURANCE • 1. Miami--Dade Department of Regulatory and Economic,Resourcc§.ITER). •..• : �, E. MATERIAL CERTIFICATIONS •••••• 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont OelVmours& Co.,Inc: for their"DuPont Butacite®PVB Interlayer" dated 04/11/13 expiring ml IF/I1/16 Jaime D.Gascol7,P.E. Product Control Section Supervisor NOA No. 13--1112.06 Expiration Date: August 19,2019 Approval Date: December 26,2013 E-1 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC--2010, issued by Al-Farooq Corporation,dated 10/15/13, 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, Sunbiz document dated 10/11/13. 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. 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. 5. Department of State Certification of RC HOME SHOWCASE, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 10/11/13 and signed by T. Carter,the Secretary of State. 6. Department of State Certification of MANUHEN ENTERPRISES,LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 08/22/13 and signed by N. Culligan,the Secretary of State. 7. Laboratory compliance letters prepared by Fenestration Testing Laboratory, Inc., for following Test Reports No.'s: 1. FTL-5390, dated 02/18/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-0613.07); II. FTL--4154, dated 03/24/04, FTL-4155, dated 03/30/04 and FTL-4166, dated 03/31/04, all signed and sealed by Edmundo Largaespada,P. E. (Submitted under previous NOA No. 04-0608.03) 8. Proposals issued by Product Control: I. No. 07-2426, g Y q 426,dated 05/08/07, signed b Isha Chanda P. E. 000* . . .... ...... (Submitted under-previous NOA No. 08-0613.07) : ..•• •• II. Dated 07/18/06, signed by Jaime D. Gascon,P. E. •••••. .. ...... (Submitted under previous NOA No. 08-0613.07) ••• •• • III. Dated 12/03/03, signed by Jaime D. Gascon,P. E. .•'•'. • .... . ..... (Submitted under previous NOA No. 04-0608.03) • ...... . ... ..... . .. .. .. . ...... G. OTHERS •••••• 0 •• 1. Notice of Acceptance No. 12-0410.18, issued to R.C. Alumihum hidusttips,$nc. for••• • their Series "RD45 Outswing Aluminum Entrance Dood w0wo teansom and,,,,: sidelites-L.M.I.", approved on 06/14/12 and expiring on 08/19%14 0 •0• • • • Jaime D.Gasco a,P.E. Product Control Section Supervisor NOA No.13-1112.06 Expiration Date: August 19,2019 Approval Date: December 26,2013 E--2 HEAD/SILL ANCHORS AT STILE ENDS AT 2-1/2"O.C. (5) FOR INSTALLATIONS INTO WOOD/CONC. o (4) FOR INSTALLATIONS INTO METAL STRUCTURES ; 39 3/8"MAX. 75 3/8"MAX. Z / _ FRAME WIDTH FRAME WIDTH O �q O Q Fxlj I 4 1/2" MAX. 4 i/2"MAX. 2 HEAD/SILL HEAD/SILL C n CORNERS CORNERS A - 0 Lu n IL g --�- / ---'-I- \ p ---NI—x— 1 D C C I/ IT" I I \ �y �i �l i AI� E i i \\ LL IT"11izw � 15E _ ,O p / --- It °o m o ii I a m rn o it I a o Z ~ W w n 1 u z N Z N N \ I m \ / m Q r 10Ld N v Ld 3 " ACTNE 1 INACTNEELI ACTIVE O Z w va IVI _ M O- -7 SURFACE APPLIED LB ur SURFACE APPLIED 8FALSE MUNTINSwFALSE MUNTINSMAY 8E USED Z MAY BE USED�0 25 11/16' 25 11/16" )ox-, O.L. OPG. n m D.L. OPG. D.L.OPG. SS3/4"MAX. 72"MAX. SERIES RD45 LEAF WIDTH DOOR OPNG.WIDTH z s�e �s ALUMINUM OUTSWING ENTRANCE DOOR �X� (XX) o$" B SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE ABOVE. - g SINGLE (0/X) AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 2. DUcr RPNEWED to co lying with Ilse PIo�Wa ^�e z SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. - -----_-- - ---- BLdIdt, de O W LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL MAXIMUM DESIGN LOAD RATING =+ 80.0 PSF Acte 1m� No • APPLY TO ENTIRE SYSTEM. (FDR slz6s SHOWN ABovE DR SMALLER ' . 61a. 1 �j •• ••• • • • • • •• ) - 80.0 PSF V / • • • • • • • • AS ALLOWED BY FBG ; f"•< 1n.'rJ��� N THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPL'►WITH THE • •• • • • • • Mi ProduclCwltrol. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIOH VELO*lgl • • • • ••• • HURRICANE ZONE (HVHZ). • • • • • • • • • T SE DOORS ARC FATED FOR LARGE & SMALL MISSILE IMPACT. 0 •• 000 •• •• • • • •• SHUTTERS ARE NOT.REQUIRED. 1E1Y OR 26Y WOOD BUCKS 8Y OTHERS, MUST BE ANCHORED PROPERLY __ TO TRANSFER LOADS TO THE STRUCTURE. c„gr JnvnDAHMAO 1 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CIVIL $ EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 9RESSIbCb%R STUCCOS ••• • • ,FIA PE 170392 ' • • • • • • • • • C.A.N .5536 o ' ANCHORING OR LOADING CONDITIONS NOT SHOWN IN TFIFSE•DETAII•S ARE • • • • • • NOT PART OF THIS APPROVAL. •• • • •• • • •• • • NOTE: A LOAD DURATION INCREASE IS USED IN DESIGN OF ANICAS IN S OWO0D ON6Y: •• • • • GLASS CAPACITIES ON THIS SHEET ARE • • • •• • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT BASED ON ASTM E1300-09 (3 SEC. GUSTS d-1—n9 Do. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE AND FLORIDA BUILDING COMMISSION �' W04-37 11 REOUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. DECLARATORY STATEMENT DCA05-DEC-219 .0 sheet_1 of TO • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • ••• • • DESIGN LOAD CAPACITY - PSF39 3/8• MAX. 75 3/8" MAX. U SINGLE OR DOUBLE ENTRANCE DOORS WITH TRANSOMS FRAME WIDTH FRAME WIDTH jt p DOOR E'A' GLASS TYPE 33 3/8" 69 318- "'I'S • 3 WIDTH-WI WIDTH-W2 HEIGHT-A 'B' Z INCHES INCHES INCHES D.L. OPG. D.L.OPG. Q EXT.(+)/INT.(-) F z24 80.0 12"MAX. 4" MAX. 12"MAX. 4MAX• „ I30 80.0 HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL IL _ m63-3/8 - CORNERS CORNERS n37-5/8 80.0Q43-5/8 69.02481 5/880.0 80.0 -- t�- 69-3/8 30 80.0 _ 80.0 n O' 37-5/8 80.0 80.0 i it = ii ij ii C M 24 80.0 80.0 22 0 G<� 75-3/8 30 80.0 80.0 0 ---- '----- o -----"------'/-----JL----- 0 K ---- _ _____TI_____- / - 37-5/8 80.0 80.0 -! � y o H I ----- o H Y v 24 80.0 80.0 63-3/5 3o eo.D 80.0 37-5/8 80.0 80.0 N Q W ei 43-5/8 69.0 69.0 &5-5/8 24 80.0 80.0 89-3/8 30 80.0 _ 80.0 37-5/8 80.0 80.0 11 I 24 80.0 80.0 -_„- / , ANCHORS AT TRANSOM ENDS __ ,I �, a H_x_ , AT 2-1/2"O.C. ___H_�_ ; \ O:Z 75-3/8 30 80.0 80.0 G IIT I p (5) FOR INSTALLATIONS 37-5/8 80.0 80.0 �1WOOD/MASONRYI \ o m I INTO 24 80.0-f 80.0 8.0.._0_____ O vagq .� ,o _/-_____-__�\��IIAI11,l�'ILy1I,/,•f-\_-_\_-_\-_ I,1I,I o mN (3) FOR INSTALLATIONS INTO METAL STRUCTURES 30 80.0 80.0 37-5/8 80.0 80.0 43-5 69.0 24 91-5/8 80.0 80.0 o o 80.0 - 0ozwJ�¢Ww o W69- 30 80.0 37-5/8 90.0 80.0 O 24 80.0 80.0 8 -yt---- 3(Oo�un l >~vn0 75-3/8 30 80.0 80.0 F2c3nZN_ i oMM<E LLa°M_Ij 37 80.0 80.0 V) of 24 80.0 80.0 63-3/8 30 80.0 80.0 ip 37-5/8 80.0 sa 43-5/897-5/e 69.0 69.0 24 80.0 80.0 69-3/8 30 80.0 80.0 ACTNENACTIVE 37-5/8 80.0 80.0 24 80.0 80.0 SURFACE APPLIED SURFACE APPLIED 7s-3/e 3a aa.o eo.o iD B 2 q v a=S FALSE MUNTINS m w FALSE MUNTINS m z 37-5/8 80.0 80.0 MAY BE USED 4" o MAY BE USED 25 11/16' 25 11/16" o W1 �y$$� �' D.L. OPG. D.L. OPG. n FRAME WIDTH •• ••• • • • • • •L••�G q o$o � • • t • • • • 15 a'4"MAX. 72"MAX. .N ,;h,"; o,`,; • • •• • • DOOR OPNG.WIDTH u o o W u 3�� '" •• •• • • • • ••j L yBDTH c � \ Edgr:JAVAO AHVAD s 9 / \ CML \ 33 FLA.PE/-0592 38 s / \ ••• • ••• • • CA.N.3538 3 � / • • • • • • • • • PRODUCT RENEWED , < : S • • • s • • • m complyurg with the Flori& • • • •• • a •• • • Building Cod, • !rte/,. O ` • •• • •• • • • Acceptonce No o \\/ '/ • • ••• • •• • Expiw+ign Qm< _ J zo drowinq no. o ! f \ / Wt (SINGLE DOOR FRAME WIDTH) 2 + 1 " By-- = nr 1 '7 )H�! W04-37 hliorni Dnde Product Control-� DE 1 ( LU J sheet 2 &1Q DESIGN LOAD CAPACITY - PSF HEAD/SILL ANCHORS AT STILE ENDS U SIDELITES AT 2-1/T O.C. (5) FOR INSTALLATIONS INTO W00D/CONC. n GLASS TYPE (4) FOR INSTALLATIONS INTO METAL STRUCTURES ------ o SIDELITE WIDTH FRAME HEIG A" & •B� Z � INCHES INCHES EXT.+ INT.(-) SIDELITE WIDTH MAX. 75 3/8"MAX. SIDELITE WIDTH MAX. 0 1~. SEE CHART AT LEFT SEE CH LEFT E WIDTH SEE CHART AT IEFT Z 36-1/4 80.0 2 1/i"MAX. f' a 38-5/8 81 5/8 80.0 HEAD/BILI HEAD/SILL 6 0 41-1/4 80.0 CORNERS 2 1/2" CORNERS 2 1/2" C d 043-1/4 80.Q LL 36-1/4 CI 80.0 � n 38-5/8 ED 41-1/4 80.0 \\I 1 a C W 36-1/4 80.0 QQ 91-5/8 0 1 G G 38-5/8 80.0 I! I I I I j i 0 13 ",Is nD_ 36-1/4 97-5/8 80.0 ii ii �� / i i \ �2�{;� -- U--- - U--- -- 11--/ \ LL Z N_ E IF ____-I�.____ JL____ II •-• h CJ en s v\i O 3 O m m I I rn m I I I I I U Ld 7 LL II II I,I E =N 11 I I v ll I I / W I j N 11 I,O:2M N -141 �v W II II INACTIVE ACTNE NIX n N g F SURFACE APPUED K z IC B z K FALSE MUNTINS 0 ;� 0 3 4 MAY BE USED D.L. OPG. U D.L. OPG. 25 11/16" 25 11/16" D.L. OPG. c1 o D.L. OPG. D.L. OPG. o o c 7 (. 2� o OPNG.WIDTH (0) (oxxo) •• ••• • • • • • •• N 8 NOTE: • • • • • • • • • o o r o o FOR DOORS CAPACITY SEE SHEET i • • •• • • • • •(MAX- DOOR FRAME WIDTH = 75-3/8" • •• • • • • ••• • „ o W • • • • • • • • • 0 MAX. DOOR FRAME HEIGHT = 97-5/8")•• *00 •• • • • •• FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOORS OR SIDELITE J ,I Engr. A'/AD AHMAD CHART WILL APPLY TO ENTIRE SYSTEM. to PE/ 70592 a � • ••• • ••• • • CAN.3538 f • • • • • t • • • • PRODUCT ILBNGMED / o u • • • • • • • • u romplyulg wiN the Fimidn o R •• • • •• • • •• • • Bwldins C-dn •O tv -------� • •• • •• • ••• Aaeptmrco No Je�O�� Browing no. ••• • ••• • •• yxpirall�n Dlde Mi �y _ Miami Dnde Pmducl Caltrull UrL � •t ggry �Shoet Sof�D� • • • • • • • • �J 1. 6 17 ' • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OU 5/32"TEMP. GLASS "L pp j 1/8" HEAT STREN'D. -1/4"NR SPACE 0 k Q .090"INTERLAYER 1/8"HEAT STREN'0. GLASS a�j DUPONT 'BUTACITE' PVB 9 O O .090"INTERLAYER 0 GI 1/8"HEAT STREN'D. GLASS DUPONT'BUTACITE' PV8 IL O � 1/8"HEAT STREN'D. CLASS SILICONE I i m DOW CORNING 795 o OO qt�1 a DOW CORNING 995 DOW ONE C CORNING 795 0 a Q Q %v DOW CORNING 995 0'arG EB J z 1 KI Q W el f O 0� W � Ll /GLAZING DETAIL AT DOOR LEAF N ST.STEEL J a METAL SPACER o U y z_ m ST. STEEL ESPACER L)Q LOCK OPTIONS SINGLE DOORS: LOCK DYTIONS DOUDLE DOORS: i I !' I O a a 3 ! OPTION !T. N OPTION #1: ACTIVE LEAF: o GLAZING DETAIL AT v, tr,l i SIDELITE $ mO z�o 3 POINT LOCK SYSTEM BY 'AMESBURY' 3 POINT LOCK SYSTEM 81''AMESBURY' _ t�t Li u�i WITH SURFACE MOUNT HANDLE AT 36"FROM BOTTOM WITH SURFACE MOUNT HANDLE AT 36"FROM BOTTOM AND DEAD BOLT LOCKSET AT 32"FROM BOTTOM AND DEAD BOLT LOCKSET AT 32"FROM BOTTOM GLASS TYPE 'A' GLASS TYPE 'B' U o^Q KEY OPERATED ON EXTERIOR AND THUMB TURN ON KEY OPERATED ON EXTERIOR AND THUMB TURN ON ER d'on g INTERIOR. INTERIOR. INACTIVE AF G 0 TIONS 2 POINT LOCK SYSTEM BY 'AMESBURY' SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD h SILL s SURFACE MOUNT ACTUATING HANDLE AT 36"FROM BOTTOM OPTION 92: OPTION N2: ACTNE LEAF• u� 3 POINT LOCK SYSTEM BY'HOPPE' 3 POINT LOCK SYSTEM BY'HOPPE' u ' z WITH SURFACE MOUNT HANDLE AT 36"FROM BOTTOM WITH SURFACE MOUNT HANDLE AT 36"FROM BOTTOM AND DEAD BOLT LOCKSET 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 •• - INTERIOR. INTERIOR. •• ••• • • • • • •• c • • • • • • • • • o$'g INACTIVE • •• • • • • • j S 9 •• • • • • ••• • ou 2 POINT LOCK•SYSTEM%Y VIOPPE' • • • • • r SHOOT BOZTS ENGA%M(?SIMUL•TANECU9CY AT tIEAC h SRL SURFACE MOUNT ACTUATING HANDLE AT 36"FROM BOTTOM 2, E,gr:J AHMm CML • ••• • ••• • • FlA PE/ 70597 • • • • • • • • • • PRODUCT RENEWED SCAN.3.38 ' e • • • • • • • • K—nplyhi6 OM the Florid. S fi •• • • •• • • •• • • Building Cud, •••• •• •••• ••• Acr, •Q dr—awi�ng no.••• Fepim4 ,: p O��ie W04-37 i cane v e Mro;t� V IC I i am sheet 4 of 10 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I U TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS \ METAL SEE ELEVATIONS FOR SPACING WQOD BUCK 2BY WO BUCK STRUCTURE ~o FOR SPACING OR • 3 .EDGE OI�T 0 STRUCTURE 0 o Z ¢ rn EDGE DISC s EDGE T. EDGE DIST. ry la ng^ o Sfi .14 xQxQ xQ �S g �,G l 3N 0" TYPICAL ANCHORS crp K 52 V7 TYPICAL ANCHORS SEE ELEVATIONS Q: C ry SEE ELEVATIONS FOR SPACING Q IY ri ^0 FOR SPACING W 4 E4 1/2"MIN. Q Z THROW BOLT d PENETRATION / E9 V4 WOOD BUCKS AND METAL STRUCTURES NOT BY RC HOME SHOWCASE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND a TRANSFER THEM TO THE BUILDING STRUCTURE. (3 o Z e TYPICAL ANCHORS, SEE ELEV. FOR SPACING wKWC W w DIA. HILTI IK-CON LI =183 KSI.Fy=157 KSI) p IN B OOD STRUCTURES o a 1-1/2" MIN. WOOD PENETRATION 3¢ LL w o W THRU 1BY W000 BUCKS INTO MASONRY OR CONC. Z F N n = k 1-1/4" �AIA�•-EMBEp-1i0'fC"pbl96NRY.LIR CONC. Q N^n `O v W DIRECTLY INTO MASONRY OR CONCRETE W ro n 0 1-1/2" MIN. EMBED INTO CONCRETE mp o E9 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) o o Va INTO METAL STRUCTURES N K N STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) O _ ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 20 STE"-4"49MTA6F-W44-ALUMINUM TO BE PLATED OR PAINTED) ES TYPICAL D• DICT N. ____l INTO CONCRETE AND MASONRY = 2-1/2" MIN. o 5 INTO METAL STRUCTURE 3/4" MIN, 0 31 CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. ri C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 1500 PSI MIN. o SEALANTS: M3 I •• ••• • • • • • •• c u8$ =' O I • • • • • • • • • ALL FRAME AND PANEL. JOINT, INSTALLATION SCREWS AND o a g o n • •• • • • • ••• • HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH S2 • • • • • • • • • • WHITE/ALUM COLORED SILICONE. - J O • ••• •• • • • •• I i I I I 1 En JA/AD AH MAD I r CwIL j FLA.PE/70592 n • ••• • 900 • • C.A.N. 3538 i. • • • • • • • • • • o o a • • • • • • • • PRODUCCFRENEWBD o •• • • •• • • •• • • mcompll'UrB r�ilh the Flondu o6 A • •• • •• • • • "9"""Code O i - o I° .�••• • •• • •• • Ac�a,Wl-No �0 drawing no. rn "- a' mlion Dale EDGE Disr.` �. /�•. ) W04-37 TYPICAL ANCHORS SEE ELEV. FOR SPACING MLImi Dode Product Coutrf- �. sheet ] of�Q "+ • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS 4 u II, \FO�R ELEV. �� n SPACINGCZTYPICAL/ANCHORS 0 ACTIVE SEE E6tY. F as FOR PACING 0, 9gn O VI — •. �0 LL 0 G v � n ° _ m dow9 8 04<g 0 00�p � �•..,I . No°� QG13� S3 52 V4 E9 Z E6 E10 LOCK D.L.OPG. —� SEE SS HEET 4 24 FOR DESCRIPTION _ EXTERIOR LEAF MOTH — tI2'MAX. FRAME WIDTH I/2•�• U SHIM - SHIM p Z ^ w TYPICAL ANCHORS TYPICAL ANCHOR$ Q Z SEE ELEV. SEE ELEV FOR SPACING FOR SPACINGw 3 Q C LOCKS E3 © L SEE SHEET 4 FOR DESCRIPTION N n Itow M N. Q E7 INACTIVE ACTIVE o �3 �.0Zt 6 _ S _ n -- vt V5 -- U a w N x ol E O P METAL STRUCTURE - a 53 52 V4 E9 E6 25 S2 o g 3 q v S E6 D.L.OPG. E10 D.L.OPG. Mt •>?i , 24 I eY EXTERIOR wooD RUCK LEAF WIDTH •S 8 • • •• •1 • • • • FRAME WIDTH / '> SHIM • o 0 0 0 - SHIM • • • • • • • • • 0 •• ••• •• •• (xx) _ Eng,..JAVAO AHMAD CML FLA.PE 70592 n • ••• • ••• • • C.AN,3 S • • • • • • • • • • o S • • • • • • • • PRODUCT REN6\VC' •• • • •• • • •• • • as complying with theFlorYln .. . .. . . . Oaildiug Godo — -`�(.��;(+�•C3 L/ C// . v_. ng no., ••• • ••• • •• • Acccptmtcc No �-TF drawi F.Npiralion Date 2©y hliumi Rade Pro t Control - sheet 6 of 1 O • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS V SEE ELEVATIONSlA� !iM FOR SPACING W io q3 .EDGE DISL O F o. Ell < d OF � V4 ar �, c 1 V4 . m 0 qn �� % O cB1L<a � � E13 Dnp 14 = O ci yta x 1' J SELF DRILLING SCREWS Q La AT 4FROM ENDS E13 AND 12"O.C. MAX. V4 m J E12 � G M21 o z ^ o — m V4 U W W z 0 D 4 U W E1 w 3 Q m O=N O F_ N N to M I I� W 7 N S2 Vol ¢ O Z tL o 2 n p g" E4 w UmQ J CJ> V4 E9 E„ O E19 � oLH-A E9 •rcug �c W V RonUCT REMWED u;cmaplyin0 with the Florida AA ��''yy •• 8 m •• ••• • • • •• •• - Ruili;irC Cask _, •O/_ wi$ q • • • • • •�b, IVo1 (0/XX) • • • • • • •. - -- w hi;e;;d I r,!]e F-�u ir:�Q Cantro� V4 Enqr JA\YD AHIMD m •e D.L.OPG. fML n • FLA.PE/70592••• • ••• • • CAM.3538 a � 0 • • • L2"Mme• TRANSOM WIDTH •• • • •• • GAP• • • • O • •• • •• • • • EXTERIOR ••• • ••• • •• • � t Browing no. W04-37 ��✓„(, � _1�,� sheet 7 of 10 • • • • • •11 • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS n SEE ELEVATIONS J o FOR SPACING 3 g Z / 0 J ' N Eoce'Disi.' � I SSw n. 0 4 I�j O S6 fL QL U �J Is 1, g 110, 0.6 —_ 4,W1 , E G E19 L E9 Jw Q W f F II TYPICAL ANC ORS SEE ELEV. FOR SPACING E3 a V4 E12 El Q U O ? m a � w w w — — in aZ Uw E9 � V1 3 Q a O Q cn^M N O n w t F — 0Zui pp. w o N 1Y N g S2 V4 E9 24 E6 EXTERIOR D.L.OPG. D.L. OPG. L 1/8'MAX. __ LEAF WIDTH a i 1/2'MAX. SIDELITE WIDTH DOOR FRAME WIDTH O rc - � ' SHIM -�-- Ey (DOOR W/ SIDELITE) Y4 E79 • • • • • • • • • O O$o H K Eza E JAVAD AHMAD n9r. O CML Q 33 FLA.PE 70592 • ••• • ••• • • C.A. ,3738N • • • • • ! • • • f PRODUCT RLiNE1VGD • • • • • • • • na can tlym0 aitli the Flondu 9 � ,� . a _ - • •• • •• • • • Accel t tr_h!o -ivv // m n: •f• • ••• • •• • 1•tprttHon P�'� �� Ze+ / drawing no. TYPICAL ANCHORS `�_ SEE ELEV. FOR SPACING tw.-_._ W04-37 t.li�roi Uulc Yrodnd Cunlrol ik •y;yf� .�y 77 sheet 8 of 10 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r-3.770-------I 3.750 ITEM/ NUMBER REpD. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS �u 125 � II- 4.000 E1 R045-023 1 FRAME HEAD 6005-T5 - g -,100 I�- -� I E2 R045-024 1 FRAME SILL 6063-T6 3 .090 2.125 E3 R045-022 2 FRAME JAMS 6063-T6 - Z FF ri- 3.000 1.625 .125 •938 E4 RD45-004 1/LEAF TOP RAL _ _ 6063-T6 = C Z 2.125 1.813 F w 100 ES RD45-021 1/LEAF BOTTOM RAL 6063-T6 � � .090 { _ NP. E6 R045-006 2/LEAF HINGE STILE/INACTIVE LEAF LOCK STILE 6005-TS - 9 p 1 Tom• E7 R045-002 2 VERTICAL JAMB STOP 6063-T6 - d ^i 687 j I IX = 1.968 IN\4 _ .� '572 Ix = 2.610 H\4 1.875 E8 RD45-010 AS REOD. GLAZING BEAD(LAM. INSUI.GLASS) 606}-T6 O u Sx - 0.873 IN\} $X = 1.363 IN\} E9 RD45-007 AS READ. GLAZING BEAD_(LAM..GLASS) 6063-T6 SIDELITE HEAD/SILL SIDELITE JAMB E10 RD45-017A AS READ. LOCK STILE ACTIVE LEAF 6005-75 - Eft TRANSOM JAMB E1 DOOR HEAD Et2 TRANSOM HEAD/SILL E11 RD45-014 AS RE00. SIDELITE HEAD/SILL, TRANSOM JAMB 6005-T5 - O 0.Q 1812 E12 RD45-015 AS REOD. JAMB AT SIDE LITE, HEAD/SILL AT TRANSOM 6063-T6 - r _. _.__. 4.209 - § E13 RD45-016 AS REOD. SNAP COVER .100 1 ggg � E19 RD45-029 AS REOD. INTERIOR SNIP COVER Q�� 7.250 __..... _. ... - E20 R045-030 AS REOD. ANCHOR CLIP,8"LONG 6063-T6 - 115 1'470 .L Ml 8045-MOl 4/LEAF HINGE ASSEMBLY 6005-T5 - lit ICY Sa{ 1.750 I ,062 - = 4.000 0 Ito-- M3 R045-M03 AS REGO. FLUSH BOLT AT 3-POINT LOCK C� II 2.025 M14 W31384NK AS REGO. WEATHERSTRIPPING n 2.115 2.187 .156- M20 3/16'x 1/2"x 4°SETTING BLOCK. NEOPRENE 6°FROM EACH END a°pi 4.125 E1 SNAP COVER LOWS,OUROMETER 8535 SHORE A v v M21 - 1/2°x 3/4"x 4"SETTING BLOCK. NEOPRENE 6"FROM EACH END&MIOSPAN Cj < HINGE STILE o -- I156 E6 INACTIVE LOCK STILE '184 LOWE,OUROMETER 8515 SHORE A C) Z fes- ' M24 RD45-M13 4/LEAF HANDICAP OFFSET HINGE ASSEMBLY 6005-T5 - m w 41 w 1 687 IX = 2.262 IN\4 4.209 87S M25 W3142INK AS REGO.WEARHERSTRIPPING 1.246 V1 037ST270 DOOR W'STRIPPING FOAM O-LON ()W EJ FRAME JAMB SX = 1.024 IN\ 10� --- ------ > _ V2 V-059 OFFSET BULB VINYL WSTP. PVC w Q �+-1.750- V4 V-009 BULB W'STRIPPING,OUROMETER 7535 SHORE A PVC WIBORG,WV-3289 =N v 1 750 GLAZING BEAD V5 V-065 PEROXIDE THREAD-IN FINGER - TREMCO W tn EB (LAM. INSUL. GLASS) S2 AS REOD. 03/8"-16 X 2"LG.FULL THREAD HX.HD.. - 1 PER GONER a W °f -- S3 4/HINGE /12 - 24 X 3/4"LG.PHIL. F.H.MACHINE SCREW ST/ST HINGE INSTALLATION SCREWS 0 Z ,n 552 3.125 SB AS REDD. 12 X I-1 4° LG. PHIL. SMS. ST ST ASSEMBLY FASTENERS 4.000 4.125 � SEE SHEET 4 FOR LOCKS OPTIONS AND DESCRIPTION N g 875 .100 Eto ACTIVE LEAF LOCK STILE 1.241 6 O 562 GLAZING BEAD E9 (LAM. GLASS) E4 TOP RAIL o 33 3 1.875 1.870 u 13 3 o .100 .860 LPA 1.375LLI .875 .070 • •• • •Y.6 .1 • •• o E- 7.750 • • •• • s t L1 f38 ! 6.075 •• • • a 90 090 • Ik 3.750-- • • •s 19•4JE13%SNA: CQVEf •• r E2 FRAME SILL o o .500 &q,:JAW AHMAD r I 3.570 • ••• • • • • CIVIL / c FLA PE 70592 C.A.N.3530 ! • s • .06 • • 2 0 ;S • • • +t • PRODUCTILP.N,ihE F s •• • • •• • i 1. •• • as cmty:fying wi6t the fluriAa .542 .447 •• • • • • Bulldia0 Cade 'i�r drOwlO .156 ••• • ••• • • Acccptanca Ao_ / Y�1.750-�1 .625 4=-- ... ,. ,��"ff ! Fd -37J �2). ANCHOR CLIP ES BOTTOM RAIL E7 VERT, JAMB STOP Raian;inodeProductCumro� ��i r,113 sheet 9 of 10 • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 • *so 0 • I■ U 564mmn 3 1"X 2-1/2"X 1/4' 0 / I ALUM PLATE f o- Q � / O o S i ro / � v OWE ei I � / J to to C Q�ile�f O i ro N K U a LEAF TOP CORNER o Z o — m DOOR TOP CORNER TRANSOM TOP/BOTTOM CORNER W Li = z w w 3¢ O=N a 2t n U)'n ss n w " OZw n N = v w �� w UrnI a, �aE �" I / O I o� / uta 51.M � S2 •• •• • • • da$"- • • • ALM PLATE" X 1/4' o o • • • • LEAF BOTTOM C o PE Eng,.JAYAD AWAAD Ag 1 CML TT • ••• { • �fN.3578 92 g n DOOR BOOM CORNER SIOELI••TOP B • 0 FR Pt+onucJIIENEWEr 3 a a^ • • • • •'+" ns crnnplyin^.v:iW the Florida •�C/ v •• • • •• • • •• • • puilding Cod= O • •• • •• • • • Ac<cptm¢a No Liz p dEawing no. ••• • ••• • •• • 6cPiuuiou Sir.;e !// W04-37 Mimi Dndc Prod Control !Jb'�(, f %��i,�i sheet loot 1 O • • • • • • • • • • MIAMI•MA�E MIAMI--DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mianiidade.aov/economv RC Home Showcase,Inc, 2970 NW 75'h Avenue Miami,FL 33122 SCOPE: This NOA is being issued under the applicable riles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami--Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:, ' bllW,'`>Altiniggih`Siggle Hagg Window—L.M.I. APPROVAL DOCUMENT: Drawing No.W04-19,titled "SH 100 Alum Single Hung Window(L.M.I.)", sheets 01 through 06 of 06, dated 03/09/04 with revision "G" dated 10/10/13, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Section Renewal 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 naNMe dr logq,*CV,•state, •• series, and following statement: "Miami—Dade County Product Control Approved**iNU ss othertivise'note(l* herein. •••••• REVISION of this NOA shall be considered after a renewal application has been fi4ed and thZIN ha's been..... no change in the applicable building code negatively affecting the performance of thrsprgduct. ••:••• TERMINATION of this NOA will occur after the expiration date or if there has teen a revision or cliange in the materials, use, and/or manufacture of the product or process.Misuse of thijNOA;as an endoi-sement • • of any product, for sales, advertising or any other purposes shall automatically terpinate this II&A.•Pailure• • to comply with any section of this NOA shall be cause for termination and removal'o£N(IA. . Goo :9060: ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, P'leridtr, 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 tine user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 11-0922.07 and consists of this page 1 and evidence pages E-1, E-2, E-3, F1-4 and Green Sustainable Attributes(G.S.A.)page G—1,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. NOA No. 13-1112.12 MIAMI•DADE COUNTY Expiration Date: June 24,2019 Approval Date: December 26,2013 Page 1 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0922.07) 2. Drawing No. W04-19, titled"SH100 Ahem Single Hung Window(L.M.I.)", sheets 01 through 06 of 06, dated 03/09/04 with revision "G" dated 10/10/13, 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 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an outswing aluminum Casement window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-b434,dated 06/24/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922.07) 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94•••••• 6) Forced Entry Test,per FBC 2411.3.2.1,anC TA 202-94•• ••••;• along with marked-up drawings and installation diagram of an.outswirw'oAfgninum '. .. . . . . Casement window,prepared by Fenestration Testing Laborat(ry.14�.,Test Report Nq...... FTL-5865,dated 05/14/09,signed and sealed by Michael R.Wenzel?I',E. :''": (Submitted ander previous NOA No. 10-0525.06) 00000 ••• ••••• 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94%0": :': 00000 2) Uniform Static Air Pressure Test,LoadingoOg ODBC,TA4 202-940 0• 3) Water Resistance Test,per FBC,TAS 202;9� : 0 •• ;• 4) Large Missile Impact Test per FBC,TAS 201- 4 :06666 5) Cyclic Wind Pressure Loading per FBC,A80243-94,• ;•; •0.0 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 ' along with marked-up drawings and installation diagram of an outswing aluminum Casement window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. VF"024, dated 01/14/04 and FTL-4005, dated 01/14/04, both signed and sealed by Edmundo J.Largaespada,P. E. (Submitted under previous NOA No. 06-1130.04) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.13-1112.12 Expiration Date: June 24,2019 Approval Date: December 26,2013 E-1 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al-Farooq Corporation, dated 10/20/11, signed and sealed by Javad Ahmad,P. E. (Submitted under previous NOA No. 11-0922.07) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co., Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, issued by Al-Farooq Corporation, dated 10/15/13, 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, Sunbiz document dated 10/11/13. 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. . . .... ...... 4. Statement letter of complying with the Sales of Assets is�Q•ley RWAMminum�• Industries, Inc.,dated 10/30/2013,signed by Raul Casares,Presi441at. • 5. Department of State Certification of RC HOME SHOWCASG,•INC. as a for profs* corporation, active and organized under the laws of the 9tarc of Florida, dated-:--. 10/11/13 and signed by T. Carter,the Secretary of State. ":": .' :': ""' 6. Department of State Certification of MANUHEN ENTERPI�U ,LLC as a timitea••::• liability company, active and organized under the laws of thl Sfatl of Florida, dated...:. 08/22/13 and signed by N. Culligan,the Secretary of State. • 7. Laboratory compliance letters for Test Report No. FTL-6434,dated 06/24/tt,*.issued•*• by Fenestration Testing Laboratory,Inc.,signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 11-0922.07) 8. Laboratory compliance letters for Test Report No. FTL-5865 dated 05/14/09, issued by Fenestration Testing Laboratory,Inc., signed and sealed by Michael R.Wenzel,P. E. (Submitted under previous NOA No. 10-0525.06) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 13-1112.12 Expiration Date: June 24,2019 Approval Date: December 26,2013 E-2 RC Home Showcase,Inc., NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 9. Proposals No. 08-1635 issued by Product Control, dated 11/24/08, signed by Renzo Narciso, Engineer 1,Product Control Division. (Submitted wider previous NOA No. 10-0525.06) 10. Laboratory compliance letters for Test Reports No.'s FTL-4024, dated 01/14/04 and FTL-4005 dated 01/14/04,issued by Fenestration Testing Laboratory, Inc., signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 06--1130.04) G. OTHERS 1. Notice of Acceptance No. 11-0922.07, issued to R.C. Aluminum Industries, Inc. for their Series "SH 100" Aluminum Single Hung Window - L.M.I.", approved on 10/27/11 and expiring on 06/24/14. 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 win", along with attached drawings and bill of materials included in AppCndix.A, marked*up by,••• • National Certified Testing Laboratories,Test Report No.NCTU'110-12447.01,pages •. 01 through 07 of 07, dated 11/12/09, signed by Richard A. Mc ji • III, Simulator,and••'• Steven H. Coble,NFRC Accredited Simulator,Simulator-In-ReslaQu&ible-Charge. :•••• 3. NFRC 102-2004 Then-nal Performance Test Report on: 000000 0.0006 0.0.0 1) NFRC 102-2004 "Test Procedure for Measuring the•Sleddy Statle ;fbetmaf•:••• Transmittance of Fenestration Systems" 0000.. Test report of a series RC Aluminum's Series "CM100; 0v;wing, AlVminum• •-• Casement Prime Window with Low E and Argon, along with submitta:'CMx onetU drawings, with applicable part numbers,manufacturing and n;6dj1irrg details-includeAo•••: in Appendix A, marked-up by National Certified Testing Laboratories, `nst Report No. NCTLr-110--12450-1, pages I through 4 of 4, dated 11/30/09, signed by Cluistian J. Mitchell, Technician, and Robert H. Zeiders, P. E., Vice-President Engineering & Quality Person-In-Responsible Charge. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 13-1112.12 Expiration Date: June 24,2019 Approval Date: December 26,2013 E-3 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS (CONTINUED) 4. Recycled Content Determination Report on: Name: Casement Window, CM100 Raw Material: Aluminum Including letter from Fundiciones Industriales S.A. (FISA) dated 03/22/10, certifying that the extruded aluminum products contained 30% recycled scrap material, signed by Henry Kronfle,Vice—President. • • • •••1•• •111 • • • • Y • •• •• •• • •1•••/ • •• • Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 13-1112.12 Expiration Date: June 24,2019 Approval Date: December 26,2013 E-4 RC Home Shmease,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED GREEN SUSTAINABLE ATTRIBUTES (GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials.The documentation submitted has been reviewed by Miami—Dade County Product Control. i GA-RECYCLED CONTENT/BIO-BASEP MATERIAL I RAPIDLY RENEWABLE MATERIAL %Recycled %Recycled %Bio-based %Renewable Material Component Name Content at at Disposal Material ManuE 1. Window Aluminum 30% 100% N/A N/A G.8-U-FACTOR THER1ltAL TRANSIVITTTANCE BTU/HR--FT - G.9—SHGC:FACTOR SOLAR HEAT GAIN COEFFICIENT BTU/HR-FT VT VISIBLE LIGHT TRANSMITTANCE AT NORMAL INCIDENCE CR-.CommN$ATION RESISTANCE Test Product G.8: G.9: C ID# Report#: Number Glazing Components: U- SHGC VT R Factor Base line 000 AL 3/16 BRNZ 240#2 SS-D ARG BRNZ-1/8 090 PVB 1/8 AL 0.64 N/A N/A N/ Product - - - - - - - A 1• 001 AL_5/32_BRNZ_240#2 SS—D ARG BRNZ-1/8_090 PVB_I/8 AL 0.64 0.21 0.21 15 2. NCTL 002 AL 5/32 CLR 240#2—_SS—D_ARG_CLR-1/8_090 PVB 1/8 AL 0.64 0.22 0.29 15 3. 110-12453-1 003 AL-5132—CLR-240#2 SS—D ARG GRN-1/8_090 PVB-1/8 AL 0.64 0.21 0.20 15 4. 004 AL 5/32 CLR 240#2 SS—D ARG GRY-1/8 090 PVB 118 AL 0.64 0.21 0.27 15 Le end • 6666 ••9••• • • • • r•96 • Abbreviations: Description: • SS-D Desiccant-Filled Stainless Steel Spacer .. :•0 • 240#2 Cardinal Low E 240 @#2 Surface T ical • •• • ;""; ARG 90%Argon . 000 :0'0'• .••.. PVB 0.090"Poly Vinyl Butr al(PVB)interlayer •• ••• • 0 0• ••:.•• CLR Clear Glass •• •• •• • •••••• • BRZ Bronze Tint Glass •• ••• • • GRN Green Tint Glass • • • • ••go 0• GRY Gra Tint Glass ' ' • • • 9 • 6009•. AL Aluminum Frame 01 ' 0• '0 9 • • G.10-C-FACTOR THERMAL CONDUC'T'ANCE BTU/HR-FT"F F Component Name C Value 1. Whole Window 1.72 _ Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 13-1112.12 Expiration Date: June 24,2019 Approval Date: December 26,2013 G-1 _ � �2 47 3/8" 47 3/8" I `4% 5"MAX. D.L. OPG. 5'MAX D.L. OPG. L a HEAD/SILL - 3/8" ° HEAD/SILL 14 3/8' m Z • j CORNERS MAX, m CORNERS MAX, w O F m HEAD/SILL z Z HEAD/SILL Q Z FA UNTINS FALSE MUNTINS -'0 F!W p a AIAY USED v V MAY BE USED O — CW V II II II 1� n� II Q II 11 H J II Ir w IS Q O N II II N II I `D H 0 0 o n n ^o u I J u ro r O !I II O II ! W ep an d n II m m 0 II I _ h O II I II m II I' > II JQQGG� II II XQQ C II I N3Q C1 !I It �3� � b W W I� V)Z) LLJ z Q Z 47" 47„ = 3 D.L.OPG. D.L.OPG. i _=N N 49 1/4' 49 1/4' z V)N VENT WIDTHW VENT WIDTH f`r7 m V--- � 53 1/8" 53 1/8' J 3 WINDOW WIDTH WINDOW WIDTH o =Z ,ol U�aJ TYPICAL ELEVATION TYPICAL ELEVATION N� N FLANGE FRAME WINDOWS FLUSH FRAME WINDOWS SH100 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR (HESE WINDOWS TO BE AS PER CHART SHOWN ON SHEET 2. � APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE ' COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER h �� WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING °i s : MIAMI–DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. •• ••• • • • • • •• THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • • •• • • • • • REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • •• • • • • ••• • c HURRICANE ZONE (HVHZ). • • • • • • • • • THESE WINDOWS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER •• ••• •• • • • •• SHUTTERS ARE NOT REQUIRED. i � o LOADS TO THE STRUCTURE. Engr-JAVAD AHMAD w � ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CML n \ FLA.PE 70592 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAIL DRESSING OR STUCCO. • ••• • ••• • • CA.N. 538 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • • • • • • • •PR�DU RL:NL•�VHI� 9 8 e c NOT PART OF THIS APPROVAL. • • • • • •I�s rnp Ing wish dm Plmida o S •• • • •• • • ••�1,5911�!�ode { }J —� A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. • •• • •• •ecce�yoTcc No 1�— drawing no. ... ... .. gXyjAdnnAaa W0ing MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT �_ COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE R9--_^_�!L+aat REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. Minnd Pad-Pr-&"Control sheet 1 of 6 ••• • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF i V GLASS TYPES GLASS TYPES GLASS TYPE rn WINDOW DIMS. 'A', 'R' k 'D I' 'C' & 'D' 'E' 10/8"HEAT STREN'D GLASS �� 1 WIDTH HEIGHT EM.(+) 1N7.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) - 5/32"TEMP. GLASS Z n j 19-1/8" 80.0 80.0 80.0 140.0 80.0 140.0 _ 0 F 0 z 26-1/2" 80.0 80.0 80.0 140.0 80.0 140.0 1/8"HEAT STREN'D GLASS 1/4"AIR SPACE 1/8" HEAT STREWO GLASS H W 1 a 37• 24" 80.0 80.0 80.0 140.0 80.0 140.0 1/8" HEAT STREN'D GLASS d p 48• () 80.0 80.0 80.0 140.0 80.0 140.0 .090"INTERLAYER .090" INTERLAYER .090" INTERLAYER O BUTACITE PV8 BY'DUPONT' SENTRYGLAS BY'DUPONT' 53-1/8" 80.0 80.0 140.0 80.0 140.0 BUTACITE PVB BY'DUPONT' a 1 -1 80.0 80.0 0.0 140.0 80.0 140.0 1/8" HEAT STREW GLASS 1/8"HEAT STREN'D GLASS a' 1/8"HEAT STREN'0 CLASS C t n 26-1/2" 38-3/8 80.0 140.0 80.0 140.0 a o. SILICONE M J7" 80.0 60.0 80.0 140.0 80.0 140.0 SILICONE SILICONE F W M DOW CORNING 795 DOW CORNING 795 DOW CORNING 795 a 48" BOA 80.0 80.0 133.6 80.0 140.0 Z m i m z m C a s 53-1/8" 80.0 80.0 80.0 116.2 80.0 140.0 N y 1 N K 19-1/8" 80.0 80.0 80.0 140.0 80..0 �14_0..0 26-1/2" 80.0 80.0 80.0 140.0 80.0 140.0_ v_ \m m m Q CWVWZ 37" 80.080.0 80.0 140.0 800 1400 Jt 48• (6) 80.090.0 90.0 111.2 80.0 140.0 80-1/8" .0 80.0 140.0 oc53 80.0 80.0 95.5 MV 0 0 1 19-1/8" 80.0 80.0 80.0 140.0 80.0 140.0 a, = N w wt 26-1/2• 80.0 80.0 80.0 140.0 80.0 140.0 x 16 O 16 i I w 37" 58 80.0 80.0 80.0 140.0 80.0 140.0 3 48" (6) 90.o ao.o 90.0 103.2 eo.o tao.o GLASS TYPE 'A' GLASS TYPE V GLASS TYPE 'C' o 0 53-1/8" 80.0 80.0 80.0 87.8 80.0 140.0 3 19-1/8" 80.0 80.0 80.0 140.0 80.0 140.0 26-1/2" 80.0_ 60.0 90.0 140.0 80.0 140.0 1/8"HEAT STREN'D GLASS 5/32"TEMP.GLASS 1/4"TEMP. GLASS = W J7• 63" 80.0 80.0 80.0 140.0 80.0 140.0 1< (e) _ 1/4"AIR SPACE 1/4"AIR SPACE 3/16"AIR SPACE W_ O Q N a 49• 80.0 80.0 80.0 99.3 80.0 140.0 cq 53-1/8" 80.0 80.0 80.0 80.0 80.0 140.0 1/8"HEAT STREN'D GLASS 1/8" HEAT STREWO CLASS 1/8" HEAT STREN'D GLASS z N 19-1/8" 80.0 80.0 80.0 140.0 80.0 140.0 .090"INTERLAYER .090" INTERLAYER .090"INTERLAYER w r M m 26-1/2" 80.0 80.0 80.0 140.0 80.0 140.0 SENTRYGLAS BY'DUPONT' SENTRYGLAS BY 'DUPONT' SENTRYGLAS BY'DUPONT' 3 J n / -_ _._. _. _ J O Z n 37• 74(8 4" 80.0 80_0 80.0 140.0 80.0 140.0 1/8"HEAT STREN'D GLASS rt/8" HEAT STREWD GLASS 1/8" HEAT STREN'D GLASS p =O 48" (6) _80.0 80.0 80.0 80.0 - - a O Q 1 53-1/8" 80.0 80.0 80.0 80.0 - - L= w SILICONE SILICONE SILICONE N �' != DOW CORNING 795 DOW CORNING 795 DOW CORNING 795 19-1/8" 80.0 80.0 80.0 140.0 80.0 140.0 i m i m m -- 26-1/2" 80.0 80.0 80.0 140.0 80.0 140.0 S7• 76 80.0 80.0 90.0 140.0 80.0 140.0 48" 8 80.0 80.0 80.0 80.0 - p1 m m 53-1/8" 80.0 80.0 80.0 80.0 - - q g 19-1/8" 80.0 80.0 80.0 140.0 80.0 140.0 -- II 0 26--1/2" 78' 80.0 80.0 80.0 Il0.0 80.0 140.0 m0 Fj 37' (8) 80.0 80.0 90.0 140.0 80.0 140.0 w I I w w n 48" 80.0 80.0 90.0 50.0 - - 6 x w 19-1/8" 80.0 80.0 80.0 140.0 80.0 140.0 94' --- GLASS TYPE 'D1' GLASS TYPE V GLASS TYPE 'E' 26-1/2" 80.0 80.0 80.0 140.0 80.0 140.0 •• 37" 80.0 80.0 90.0 140.0 80.0 140.0 •• 00:•• • • • • • •• g o n • • • • • • • • • GLAZING OPTIONS • NO. IN PARENTHESIS INDICATE NO. OF • • •• • • • .� o og N ANCHORS PER JAMB. • •• • • • • ••• • c w` " •• •• •• • • • •• NOTE: IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING Eng,:JAVAD AHMAD j EXTERIOR PLY OF GLASS TYPE V, 'D', 'D1' & 'E' MUST BE TEMPERED. TLA PC 1 70592 I u6-- 0 • ••• • ••• • • CA.M.3538 NOTE: • • •GLASS CAPACITIES ON THIS SHEET ARE •.• • • • y-m ybl6r»h1GeFlorda t BASED ON ASTM E1300-09 (3 SEC. GUSTS) Dy d'v1 Code t 3 � 0 AND FLORIDA BUILDING COMMISSION • • •• •A<ce a1eeD.o_ (drawing no. DECLARATORY STATEMENT DCA05-DEC 219 • ••• • • F P e �EYJe ( Z / W04-19 By=rk<�-Z Minmi Dnde P od�C1 Control 1 sheet 2of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. WOOD BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOWCASEI rn TYPICAL ANC RS FOR SPACINGMUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND it T SEE ELEV. w0o0 RUCK FOR SPACING x / Z TRANSFER THEM TO THE BUILDING STRUCTURE. - of ! m mo Z n �I d •d ° d° °d < �,I ° o g o ! TYPICAL ANCHORS: SEE ELEV. FOR SPACING �� W 1/4" HILT] KWIK-CON II (Fu=163 KSI, Fy=157 KSI) 6 O INTO 2BY WOOD BUCKS OR WOOD STRUCTURES O 1-1/2" MIN. PENETRATION INTO WOOD IL �l THRU 1BY BUCKS INTO CONC. OR MASONRY �c a a �% {i1 1-1/4" MIN. EMBED INTO CONC. OR MASONRZY V 27 = a& DIR�L`TCY IR 0 CONC. OR MASONRY Q d Q 1-1/4" MIN. EMBED INTO CONC. OR MASONRY QdJr� 7 METAL TYPICAL ANCHORS ; 10 STRUCTURE TYPICAL ANCHORS SEE ELEV. #14 SELF DRILLING SCREWS (GRADE 5 CRS) LL 2 N g SEE ELEV. FOR SPACING S .. a FOR SPACING INTO MIAMI-DADE COUNTY APP'D MULLIONS (MIN. THK. _ .090°) ,�SAS o INTO METAL STRUCTURES 4 = 25 I STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) O ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 44 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) .1 { a s 30 < S N 27 N ia INTO CONCRETE AND MASONRY = 2" 3m II WOOD S = M w w INTO METAL STRUCTURE = 1" MIN. LW z to z Q .1 O CONCRETE Pc - 3000 PSI MIN. 3 � Z l/ V) B MIAMI-DADE COUNTY APPROVED C-90 HOLLOW/FILLED BLOCK f'm - 1500 PSI MIN. 0=N a 0 0 `J MULLION& MULLION ANCHORS z � e = a, SEE SEPARATE NOA SEALANT: i rn !n^M W g w ALL FRAME AND VENT CORNERS AND INSTALLATION 0 Z a W SCREWS SEALED WITH SILICONE. =o j IYEEPHOLES: N of F a � W1 = 1" WEEP NOTCH AT EACH END 0 TYPICAL ANCHORS o SEE ELEV, FOR SPACING o Ab wj 3 TYPICAL ANCHORS 3 TYPICAL ANCHORS SEE ELEV.- T j 6 19 SEE ELEV, FOR SPACING YRODUCI'RCN6IVCD I FOR SPACING •• 3 m congfp'h!8 with the Florido a Y/1 14 •• ••• • • • • • •• Building Code r�1 • c d • • • • • • • AcccPtance No `J 01« 15 2 • • • • • • Fxpjraticn H@M '� (G-�2 d o o•, u • •• • •• • - L y__ �— ••• -• •• • ••• C 1 27 a Miemi Dode Product Contra of m Engr:JAVAO AHMAO !gi m CML f o \ d - FLA.PE/70592 ••j •• T -�-� C.A.N.3538 a MIN d e e •• v• • I • -• • • • • � • v v TYPICAL ANCHORS p • °••- }I • •• • I• S • - drawing n0. ° 8 SEF.ELEV. •• N D� • • • • • p ° e FOR SPACING • v ddd v dl W04-19 ^ I v ff r.f!�.� `r( l (sheet 3 of_6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Cpl /{"MAX m J o SHIMS1/4'SHIM SEE ANCHORS Z j 1/4 MAX. VENT WIDTH TYPICAL ANCHORS SEE ELEV. m SHIM I SEE ELEV. MAX. 1H�- FOR SPACING 0 12 18 FOR SPACING F w a 24 TYPICAL ANCHORS f_ j 0 SEE ELEV. FOR SPACING ---- _ -- a � O _ ___ _ _ _ _ _ ____ _�� °. I WOOD 8 K Q yq�� /� co ft OD STRUCTUR• Q ;(y n 17 - I BY Q W 4 EXTERIOR W D BUCKS D.L. OPG. METAL STRUCTURE J WINDOW WIDTH 9/16"MAX. TYPICAL ANCHORS Z 9/16'MAX. SHIM SEE ELEV. 3 G FOR SPACINGLj 3/8'MAX. .SHIMS (wq 7 '� SHIM � 8 28 26 � ¢w TYPICAL ANCHORS I= U SEE ELEV. 3 Q I a° FOR SPACING =N y cn n Ll 2 W000 BUNR> -- WOOD STRUCTURE - _ -- MIAMI-DARE COUNTY APPROVED MULLION TYPICAL ANCHORS i 3' SEE SEPARATE NOA FSEE ELEV.FOR SPACING - yR000Cf RGNl3AYE0 mcomidyhlg with lh<�� •• ••• • • • • • •• 0u11Jing Code ��$= c n -- _ • • • AccePlNon Pte. ��E.2� H o��o -__- --_-_- --- - - • • • • p�,DunJ Uad�onirol'-> �� Engr.JAVA D AHMAD $ r CML FIA.PE 70592 ^p __ _-y _ - •• • CA.N. 538_. r-� t • • • 1 'o' �X � u u •• •• • •• • • • • / i c —� ••• • ••• • •• • ._. ,1 I dr Wna ii g no. WINDOW WIDTH WINDOW WIDTH W04-19 'sheet 4 of 6 or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.940 -- -j )---1.594 ITEM/ PART/ REQD. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS p �/ r j 1 RS100-008 I FRAME HEAD 6063-T6 - 1�• a Typ, 2 RSI00-007 1 FRAME SILL 6063-T6 - • 3 3 RSIOC-004 1 MEETING RAIL 6063-T6 Z n� Q 4 a 1.75 T ,_ _ .062 TYP. 250 4 RS100-001A 2 FRAME JAMB _ ---__ - 6063-T6 -- 1 1. 750 2.875 2'750 5 RSI00-003 I VENT HEAD 6063-T6 - Q f 5 �^-2.815 6 RS100-006 1 VENT BOTTOM RAIL -6063-T6 _ _ O O U 7 500Y-007 AS REOD. GLAZING BEAD 6063-T6 - 8 RS100-012 OPTIONAL HEAD SNAP COVER ALUMINUM - OS O u. O FRAME HEAD I 9 RSIOO-009 2 VENT SIDE RAIL 6063-T6 - earl F=--1.435 .750 II- 10 CHANNEL 2 VENT STOP 1-1/4% 1-1/4'x 2-1/2" 2.875 - - a O W MR 062 / 12 W33231NK 4 WEATHER STRIPPING PILE(VENT JAMBS) - - Q IL Q QO .750 TYP. 04 FRAME JAMB 13 W33234NK 1 WEATHER STRIPPING PILE(MEETING RAIL) - - ��y r y O-LON I 0-375 X 190 WHITE - a w N"' a 15 V-033 I_ WEATHER STRIPPING GASKET - - _NEOPRENE SPONGE - {L=0_ .631 .135 I6 P-049 I GLAZING INSERT RIGID PVC MELTPOINT J O 3.250 1.794 f 1.093 .-.-_ _..._-_r_.___ __ Q W P f .188 IgA V-055 1 -VIN-YL UM.INSUL CUSS PVC DUROMETER 7535 SHORE A '100 078 17 P-020 2 VENT TOP GUIDE NYLON ATTACHED W//8 X 3/8�FH SIRS O -4.598 18 P-022 2 VENT BOTTOM GUIDE NYLON - 19 P-0358 2 SPRING LOADED HANDICAP FINGER LOCK ALUMINUM 6"FROM EACH END - 71 19 VENT LATCH 22 B10 X 1" AS REGO FRAME ASSY.SCREWS ST.STEEL P.H.PHL. _ 3. a 23 2 1"X 1"X 4"LG.FOAM PAD - - Z_ m __- _ r 24 2 ULTRA LIFT BALANCE b 23 x 30 LB _._ __...._.__. CAOWELL 3 W LJ -_-_- - MEETING RAIL 1 .062 •750 25 2 ULTRA UFT NON TILT BRACKET 16 -� 26 - OPTIONAL SCREEN ALUMINUM _ w F-2,091 27 RS100-028 AS REGO. FLUSH ADAPTER HEAD/SILL 6063-T6 222 28 RSI 00-029 AS REOD. FLUSH ADAPTER JAMBS 6063-T6 - Z I=H N n W M m 1 .375 (7) GLAZING BEAD l a O z 0 1.750 .062 F 1.1251 s O 0 Q } TYP. 2.500 I I N K c°iv f O .80+8 .078 1.153 F�2.792--q M-1.153�I .7501-- -1rJ .912 .062 -500 19 4 rc OS VENT TOP RAIL VENT SIDE RAIL 2.697 dna 3 --- -3.087 1.841 3.087 1.841 27 FLUSH ADAPTER HEAD/SILL C .686 ••• � �• • • • • • ` �o • f • • • • • Y f�W LL .062 3.125 •• i• •• • • • •• �� r 3.625 TYP, i 2.625 2.813 Engr.JAVAD AHMAD .062 TYP. .078 CML 2.792 2 ••• • • FIA PE/70592 o u c •• •• i�2i • • CAN.3578 a v u ll 2 1000 �R U f RL+NG\VHD o � L • • • • P7 ,g wi0r the FloridY •• • • •• • • •• u ujl�.. •odc .t'7_-i 1.985 �2.975 •• • �•• • •• ErT1w�11r Uo f������y�'�-�01� -_ �drowing noW04-1 . 06 VENT BOTTOM RAIL 2� FRAME SILL 28 FLUSH ADAPTER JAMBS hiir.Iro Uade Product Control - sheet 5 of 6 ••• • •• •• • • • •• •• ••• • • • ••• 9 • a a _ 0 0 J IL x O o • vg a gaa� � O N JQpryry1F ,GGs,yy i I Q W ei f F I � 3 a 22 �p � 1 Z W j IM Z wwx UW / J C t x N rt W I\M m ° c Oz / Io �5 IN U�,a VENT CORNER DETAIL vzrzv€� �I • • • • • oo� • • • • • • • • I Y Engr JAVAO AHMAD �' •� 22 CML ��i • ••• • ••• • • FIA.PE/70592 I a FRAME CORNERS DETAIL C.A.N.3534 r • • • • • tb DIy�=w�Ui 16z FI°rid�al •• • • •• • s • ,I qS�lade 2�2 �- x —� ••• • ••• • ••g��16n Dat�„;'� !��Ze2� �.. drawing no. M�niDade Pmdud foMrol�-� ,I r :' ' (sheet 6 of 6', • • • • • • • • • • ••• • • • ••• • •