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WS-15-1777 (2) f Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 dn ly Inspection Number: INSP-245046 Permit Number: WS-7-15-1777 Scheduled Inspection Date: October 13,2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Window Door Attachment Owner: GREENBERG, DAVID Work Classification: Window/Door Replacement Job Address:534 NE 95 Street Miami Shores, FL Phone Number (786)333-8567 Parcel Number 1132060140820 Project: <NONE> Contractor: DVG BUILDERS INC Phone: (305)506-7308 Building Department Comments IMPACT WINDOWS AND DOORS(3 DOORS AND 14 Infractio Passed comments WINDOWS) INSPECTOR COMMENTS False 09-18-15 Spoke to Manuel Morales, P.E regarding inspection comments by Jorge Rodrigues. Explained that the grout is not part of the product approval. if they want to use grout they will have to provide a one time product approval for this project I Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid October 09,2015 For Inspections please call: (305)762-4949 Page 18,, i t I STORY SINGLE FAMILY RESIDENCE IN DADE COUNTY 2X WOOD BUCK ATTACHMENT 1.THE CALCULATION PROVIDED IS BASED ON THE LARGEST WINDOW SIZE AT THE WORST CASE DESIGN LOAD OF-78 PSF 2.ANCHOR TYPE SHALL BE Y4"0 ELCO ULTRACON MASONRY ANCHORS. 3.ANCHOR SPACING PER CALCULATED DESIGN SHALL BE 4"FROM ENDS&10"O.C.MAX.W/1 Y"MIN.EMBEDMENT AND 1"MIN.EDGE DISTANCE. 4.BUCKS SHALL EXTEND BEYOND THE INTERIOR FACE OF THE WINDOW FRAME SUCH THAT FULL SUPPORT OF THE FRAME IS PROVIDED AND BUCKS WILL ADEQUATELY TRANSFER THE IMPOSED LOADS TO THE EXISTING STRUCTURE AS REQUIRED PER 2014 FBC. A=(9.5 x 30.875Y144=2.036 74 R=PA=78.0 x 2.036=158.87 LES. •FOR Y"ULTRACON INTO MASONRY CAPACTPY/ANCHOR=900/4= 225 LBS. 225 LBS>158.87 LBS SAY OK// b 4 - V18,"� 1p 3( A=(9.75x18.625tl44=1.261FTz �i ( R=PA=78.0 x 2.036=98.358 LBS. ' t { Ij II 'FORYe ULTRACON INTO MASONRY CAPACITY/ANCHOR=900/4= 225 LBS. 225 LBS>98.358 LBS SAY OK// _.__ .... —-OPERABLE WINDOW 2X PT WOOD BUCK THIS APPLICATION REQUIRES—78.0 PSF JULIO E.GONZALEZ,P.E. GENERAL NOTES 1.Contractor to Field-Verify Existing Conditions and Imply Notify Enter of any Discrepancies Herein.This Design is Basad on Information q THE ABOVE SUBJECT TO APPROVAL Provided to the Engineer by the Contractor. BY BUII DINd DEPT.OFFICIAL OP 2.All work Shall be Performed in Accordance with the 2014 5th Edition Florida Building JURISDICTION. Code,and Local Codes and Ordinances That May Apply. f SCAM CHEC D BYJBD NONE CHECI� PROJECT INFO: CLIENT: : DRAWN BY: ® J IBSUEDATE 10M15 ROJAS RESIDENCE CHO IMPA SHEET# 534 NE 95TH STREET o e s i o N STATE OF FLORIDA MIAMI SHORES,FLORIDA 33138 • 7282 BIRD ROAD ;10;•,�ttSood:.d•�. NO.37275 sons s�ro•.n.ansa MIAMI,FL33155 s,.sor.orss r s • �� UltraConO Masonry Fasteners s Mechanical Properties V, ful Nom. (Tensile (Tensile Dia. Nom. Nom. Material Heat Treatment Yield) Ultimate) 3/16 .210 .123 .146 1022 Case hardened(HRC 52 1/4 .255 .161 .189 carbon min.with core hardness 155 K.S.I. 177 K.S.I. 5/16 .315 .210 .236 steel of HRC 32-40 ma).) t Values listed are based on numerous tests with all three diameters of UltraCon®fasteners.Testing was done per ASTM ES-96 standards.The yield and ultimate tensile values shown are indicative of the hardness levels obtained. Pwkninance Data HollowBlock Concrete }. 1.924 PSI 2,730 PSI ... Depth f Edge � Pulo-t Depth of Edge Depth of Edge [S Dist. En Dist. Shear Dia. Embed. Dist. 1° 422 692 - - - - 1° 421 546 13/82 1" 884 782 - - - - 13/4" 1,096 856 - - - - 3/16" 11/4° 1" 444 639 - - - - 2-1/2" 427 575 13/8" 2-1/2" 750 866 - - - - 13/4" 1,271 781 - - - - 1° 668 632 - - - - 1" 998 900 13/8" 1° 1,166 1,070 - - - - 1/4° 1-1/40 13/40 1,857 919 - - - - 1" 809 1,153 - - - - 2-1/2" 709 1,486 13/8" 2-1/2" 1,507 1,583 - - - - 13/4° 1,908 1,780 - - - - . °.. Specific Gravity .55 1,872 PSI 31.513 PSI Depth of Edge : Pull-out Shear Depth of Edge Pull-out Shear Depth of Edge -out Dia. ist� Pull Shear Embed. F�Dist. Embed. Dist. Embed. Dist. 737 879 1° 1,423 1,095 19/16° 1,049 708 13/4° 2,105 1,324 11/20 5d 2,471 1,617 1" 2-3/16° 836 1,500 26 2,912 2,367 5/16° 11/4° 13/4° 2-3/16° 2,413 3,158 - - - - 3-1/80 1,149 1,454 1.° 851 1,801 1" 1,454 1,188 13/4° 34/8° 2,643 3,404 11/2" 10d 2,472 1,677 2° 1 3,347 - 2- 3,233 2,407 NOTE:Indicated pull-out and shear failure values were obtained in tests witnessed by independent test labs(see below).These figures are offered only as a guide and are not guaranteed in any way by Elco Construction Products.A safety factor of 4:1,or 25°/"of ultimate pull-out value,is generally accepted as a safe working load;however,reference should always be made to applicable codes for the specific safe working ratio. Test report cross-reference Information Concrete Block Wood UltraCon®Dia. Test report nm* UltraCon®Dia. Test report no* UH=Con®Dia. Test report no* 3/16" HETI 03-1127 3/16° HETI 05-1501 3/16- 1/4* HETI 03-1136 1/41 HETI 03-1159 1/4" - 5/16- HETI 015013 5/16° HETI 015069 5/16° HETI 015063 *Testing by Hurricane Engineering&Testing,Inc.(HETI). Additional testing has been done in other materials and conditions and is available upon request Z Miami Shores Village 10050 N.E.2nd Avenue NE " Miami Shores,FL 33138-0000 Phone: (305)795-2204 _. 7 ... Expiration: 01112/2016 Project Address Parcel Number Applicant 534 NE 95 Street 1132060140820 1031 FUNDING 8,REVERSE COR Miami Shores, FL Block: Lot: Owner Information Address Phone Cell 1031 FUNDING 8,REVERSE CORP. 681 ENCINITAS Boulevard (786)333-8567 ENCINITAS CA 92024- 681 ENCINITAS Boulevard ENCINITAS CA 92024- Contractor(s) Phone Cell Phone Valuation: $ 9,000.00 DVG BUILDERS INC (305)506-7308 Total Sq Feet: 1523 Type of Work:IMPACT WINDOWS AND DOORS(3 DOORS A Available Inspections: No of Openings:17 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 $5.40 Invoice# WS-7-15-56357 DBPR Fee $4.05 07/16/2015 Check#:194 $301.50 $0.00 DCA Fee $4.05 Education Surcharge $1.80 Permit Fee $270.00 Scanning Fee $8.00 Technology Fee $7.20 Total: $301.60 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 A on'VIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructs and g. F ore,I authorize the above- amed contractor to do the work stated. July 16, 2016 A o Si natur Applicant / Contractor / Agent ate Bui dinpa;Qent g DeCopy July 16,2015 1 Miami Shores Village RF r-- -, TNT-FD Building Department JUL 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 " INSPECTION LINE PHONE NUMBER:(30S)762-4949 S FBC 201 BUILDING Master Permit No. 15 - Cp-;yy PERMIT APPLICATION Sub Permit No. El'BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 2 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: I/ — 2'-O G ` b/q " .99-o Is the Building Historically Designated:Yes NO Occupancy Type: cs r Load: Construction Type: -Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): /0'31 �N/�/AvG � &-VE2S PKo e#: Address: 53S5 -af/ �ltp/{ �7�/l,`N✓{-3 � D 3 - q City: t, State: �4 Zip: d /a D O S Tenant/Lessee Name: AJl4 Phone#: Email: Llm t ft Af�l_ (9 &AAA1 L- C Dm CONTRACTOR:Company Name:\T Phone#: SUS —05 0 Address: � ( yj �L— City: State: Zip: 3 3 0 1 2 Qualifier Name: Phone#: '50 S fi?>09 State Certification or Registration M Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ a r Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alterations 1 ❑ New []'Repair/Replace ❑ Demolition Description of Work: t r-►N-3-1211 v.2 S Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ � _ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. r Signature Signatur OWNE NT CONTRACT The foregoing instrument was acknowledged before me this The foreg i instrument was acknowledged before me this 145 day of �"L 20 1 i .by day of -5V U-e .20 ,by who is personally known to r L— � 'tsWho is personally known to me or who has produced as me or who has produced 4:::� as identification and who did take an oath. identification and who did tak 1P1��I�1i 9ath. \\\�N NOTARY PUBLIC: �i�,,,, NOTARY PUBLIC: `\`,.� Arle/,�•,,�� Sign: �/ ��.m Sign: - co Print: =�''C ` 16 = Print �.�"•_�� a /�: Seal: =F'�F��p�9 /C` Seal: pR . I .. fir'' ........••' .N ` ,; iinmS�»� APPROVED BY //d-�--Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Ir d t t t r as A-0 —-—- — -— —-—-—-—- id YfIDID .50 ID �_ w b VMLOAo.ms+ _ w, ¢ - DES4 PROFFEMONAL GEORGE ROUMAIN,P.E. -- — --------------- --- UC.30809 ---- --------------- -- — Ewt 1 ura1-0' 2 ucary 14618YV138TH MM E (� DAME,FLORM 33326 V N CGiO915NDQ/OONDOROtB�Dff�YiBiO�lt[ m f LU e • � fff• •• ••• 06 • f b I5 Ja. -TB m m •f•• Z tf•••e e • Z 0•ff• **see —_ ------ -- — ---- — ------ sA.�e • 0000 L=L) 000f CL -- ---__— 1 ------_3____—_---_ --- p_ aaoaem�uo wtrna[to 0000 OW � ff �f9 W Ntutlt ta>�. of m mm mw tmr f f r •�f•! co •f J •• ® 3 11 ni m a m m • • C 000000 mm w a� • • •��.f f• tdLfi m o m m "• f -"LL 0 • ix z Im °` m —---------------- ------ –—– - 11eID IARID _ . -Y3 J3 U•MID F MOLD ----- --------- – ------- ---- --- – – i^"– '� 1 ot2m �i01�8 ----- ------------ —-—- - ---- - --- - M. DATE: DESCPoP'IION ISSUE DATE ov11n8 L 2�1� r �� t� ELEVATIONS Jul- U DWG NO. A-7 COMPONENTS AND CLADDING GROSS WIND PRESSURES SCHEDULE (PSF) (LOAD FOR STRENGTH DESIGN) TRIBUTARY ROOF ZONES WALL ZONES OVERHANG AREA ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 ZONE 6 ZONE 7 10 SQ. FT +26.0 +26.0 +26.0 +58.0 +58.0 - -- -64.0 -107.0 -161.0 -63.0 -78.0 -92.0 -152.0 20 SQ. FT +24.0 +24.0 +24.0 +56.0 +56.0 -- -- -62.0 -95.0 -134.0 -61.0 -73.0 -90.0 -119.0 50 SQ. FT +22.0 +22.0 +22.0 +52.0 +52.0 -- -- -60.0 -61.0 -97.0 -57.0 -65.0 -85.0 -76.0 100 SQ. FT +21.0 +21.0 +21.0 +50.0 +50.0 -- -- -58.0 -69.0 -69.0 -55.0 -61.0 -87.0 -43.0 200 SQ. FT +21.0 +21.0 +21.0 +47.0 +47.0 -- -- -58.0 -69.0 -69.0 -52.00 -56.0 -75.0 -43.0 500 SQ. FT +21.0 +21.0 +21.0 +44.0 +44.0 -- -58.0_ -69.0 -69.0 -49.0 -49.0 -62.0 -43.0 NOTES: 1. DESIGN WIND SPEED= 170 MPH 2. LOADS FOR ALLOWABLE STRESS DESIGN (0.6 X STRENGTH) 3. ZONE 5 IS LOCATED(6'-0") FROM EDGE BUILDING CORNERS 4. ZONE 4 IS BALANCE OF BUILDING 5. (+) INDICATES INWARD PRESSURE 6. (-) INDICATES OUTWARD PRESSURE 7. PRESSURE FOR TRIBUTARY AREAS BETWEEN THOSE SHOWN MAYBE INTERPQLATED •��". ...... .. ..... COMPONENTS AND CLADDING GROSS WIND PRESSURES SCHEDULJ;6S'F) (LOAD FOR ALLOWABLE STRESS DESIGN) TRIBUTARY ROOF ZONES WALL ZONES VERIr AM, "••� AREA ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONES 9304E 6 WNE 7 +16.0 +16.0 +16.0 +35.0 +35.0 A •-- ••• • 10 SQ. FT -38.0 -64.0 -97.0 -38.0 -47.0 ..25:.0 ••••• 0 ••••: +15.0 +15.0 +15.0 +34.0 +34.0 -- •• :- 20 SQ. FT -37.0 -57.0 -60.0 -36.0 -44.0 -54.0 -71.0 50 SQ. FT +13.0 +13.0 +13.0 +31.0 +31.0 -- -- -36.0 -48.0 -58.0 -34.0 -40.0 -53.0 -45.0 100 SQ. FT +12.0 +12.0 +12.0 +30.0 +30.0 - -- -35.0 -42.0 -42.0 -33.0 -36.0 -52.0 -26.0 200 SQ. FT +12.0 +12.0 +12.0 +28.0 +28.0 -- -- -35.0 -42.0 -42.0 -31.0 -33.0 -45.0 -26.0 500 SQ. FT +12.0 +12.0 +12.0 +26.0 +26.0 -- -- -35.0 -42.0 -42.0 -29.0 -29.0 -36.0 -26.0 Master PERMIT: RC15-678 534 NE 95th Street Windows-Comparison Chart 1-Outswing Entrance Door with Sidelite NOA no. 13-1112.06 53x30x80 Wind Load: +56,-73 Design Pressure:80 2-Horizontal Sliding Window-HR100 NOA no. 13-1112-13 531/8 x 50 5/8 Wind Load: +56,-73 Design Pressure: 80 3 -Horizontal Sliding Window-HR100 NOA no. 13-1112.13 37 x 50 5/8 Wind Load: +56,-73 Design Pressure: 80 4-Horizontal Sliding Window-HR100 NOA no. 13-1112.13 26 x 38 3/8 Wind Load: +58,-78 Design Pressure: 80 5-Horizontal Sliding Window-HR100 NOA no. 13-1112.13 .••••, . . .... ...... 60 Y4 x 45 5/8 Wind Load: +52,-65 Design Pressure:80 •••••• 6-Single Outswing Entrance Door-RD45 ••••.. .... . ..... NOA no. 13-1112.07 *goo* • 37x80 •• •• •• •..... Wind Load:+56,-73 Design Pressure: .. •• 7-Horizontal Sliding Window-HR100 •• • .•. :0000: NOA no. 13-1112.13 74 x 50 5/8 Wind Load: +58,-78 Design Pressure: 80 8-Horizontal Sliding Window-HR100 NOA no. 13-1112.13 37 x 38 3/8 Wind Load: +56,-78 Design Pressure: 80 9-Horizontal Sliding Window-HR100 NOA no. 13-1112.13 55 x 50 5/8 Wind Load: +56,-73 Design Pressure:80 10-Fixed Picture Window NOA no. 13-1112.t5 61x63 Wind Load: +56,-73 Design Pressure: 80 Outswing Casement Window-CM100 NOA no. 13-1112.10 261/2 x 63 each Wind Load: +56,-73 Design Pressure:80 Tube Mullion-ML- 100 NOA no. 13-1112.16 1x4x63 Wind Load: +56,-73 Design Load Capacity: 98,2 11-Horizontal Sliding Window-HR100 NOA no. 13-1112.13 74 x 63 Wind Load: +56,-61 Design Pressure:80 12 -Outswing Casement Window-CM 100 .••••• NOA no. 13-1112.10 •••• '••••• 37 x 38 3/8 •••... • Wind Load:+56,-73 Design Pressure: 80 •••••• .... . ..... .. .. .. . ...... . . MIAMtD!A MIAMI-DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMIlOSTRATION DIVISION T(780 315-2590 F(786)315-2594 NOTICE OF ACCEPTANCE (NOA) WWW.M1,4WWa4e.F:OYhMn0Wv RC Home Showcase,Inc. 2970 NW 75a'Avenue Miami,FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas Where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer Will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"IMO0"Aluminum.Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT:Drawing No.W04-36,titled"HR100 Alum.Horiz.Sliding Wdw. (L.M.I.)", sheets 01 through 09 of 09, dated 05/44/04 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. AIISSIU IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's nahle of logo'011y,Mate, • ... . ...... series,and following statement: "Miami-Dade County Product Control Approv �t,us ass otherwisO'hoted herein. •..• •••••• REVISION of this NOA shall be considered after a renewal application has been Aled land th$ff fro 8 ban, no change in the applicable building code negatively affecting the performance of Oftproduct. .. . • TERMINATION of this NOA Will occur after the expiration date or if there has been'a revisiotllor dhange••••;• in the materials,use,and/or manufacture of the product or process.Misuse of this IMMas an endorsement •, of any product,for sales, advertising or any other purposes shall automatically teuminge this JO -*Failure to comply with any section of this NOA shall be cause for termination and removal of N4:A. :•••• ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Wilk, 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. 114922.05 and consists of this page 1 and evidence pages F--1, >r2, E-3, E-4 and Green Sustainable Attributes(G.S.A.)page 0-1,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.13-1112,13 isASG � Expiration Date: August 05,2019 Z cr1t Approval Date: December 26,2013 t Page 1 RC Rome Shmvcase.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. FTL-6440,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: l) Air Infiltration Test,per FBC,TAS 20294 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 alumiminr j rimntal...... sliding window, prepared by Fenestration Testing Laboratory;- c.,:Test RVoj No. .• FT"078,dated 12/05/09,signed and sealed by Julio E.GonzUet,F. E. '•* ••••:. (Submitted under previous NOA No.10-0426.10) 0 0••" 0 LOOO: 3. Test reports on: 1) Large Missile Impact Test per FBC,TAS 2@�.; 4� ;•••�• ' 2 Cyclic Wind Pressure Loadin er FBC TA&203-94 0 0 0 0• 00000 along with marked-up drawings and installation diagram of-On u&winA.altirAinum...... Casement window,prepared by Hurricane Engineering & Teldt4g,Inc., Test-Reports No.'s HETI-03-1880,dated 12/12/03 and AETI-03-1881,dated 03/19/0?,Ali;Signe&•00:- and sealed by Rafael E.Droz Seda,P.E. •..• ; 0• :0: 0 6008 (Submitted under previous NOA No. 06-1.130.02) .. 4. Test reports on: l) Tensile Test per ASTM E 8-01 el along with marked-gyp drawings and installation diagram of an outswing aluminum Casement window, prepared by Hurricane Engineering & Testing, Inc., Test Report No.HETI44--T119,dated 04/23/04,signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under previous NOA No. 06-1130.02) 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-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. (Subndtted iurderpreviousNOANo. 06-1130.02) 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 7avad Ahmad,P.E. (Submllled under previous NOA No. 11-092245) 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 Butacitee PVB Interlayer"dated 04/11/13,expiring o•rp4V 1/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DelNdmours!fit Co.,Ince•••;• ry, y , ••. .• on 0171,4/ 7. '. for their DuPont Sent Glaser Interla er' dated 08/25/1 I,1'illl 109 •• •• • .00.00 0 000 F. STATEMENTS •••• • 0 1. Statement letter of conformance, complying with FBC 2010',0Mued br AT Varooq•:..• Corporation,dated 10/15113,signed and sealed by 7avad Ahm'ad,1 o*E. 000:00 •.•0 00000 2. Name changed to RC HOME SHOWCASE, INC. as Qjjjled in Ole Vlorid'd"':• Department of State,Division of Corporation,Sunbiz docum&lt daV 10/a 17Q. **6400 0 3. Asset purchase agreement dated 10/0 1/13, signed by ht. 14anuel W.0 Monflc- Kozhaya,Mr.Henry F.Kron#le-Kozhaya,Mr.Raul Casares,Ift Ambig-P ies 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 byT.Carter,the Secretary of St 7�4f 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-X9 8. Laboratory compliance letters for Test Report No.F11-60781 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. 08-1635 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, HET143-1881, 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 NDA No. 06-1.130.02) G. OTHERS 1. Notice of Acceptance No. 114922.05, issued to R.C. Aluminum Industries, Inc. for their Series"HR100 Aluminum Horizontal Sliding Window-L.M.L",approved on 10/27/11 and expiring on 08/05/14. 4000 2. Simulation Performance, Solar Heat Gain Coefficient, Vijiblp•.'rans;&ance, &—oo. Condensation Resistance Calculation Report on: • • •". : •. 1) NFRC 100-2004"Procedure for Determining Fenestratiop�•• uct U FaWrs" 000000 2) NFRC 200--2004 ".Procedure for Determining Fenestratisn.Product Soler Head•000 Gain Coefficient and Visible Transmittance at Normal Incid WWW' ••0.0' • 0000. 3) NFRC 500-2004 "Procedure for Determining Fenestratidd Mluct Qenftsatioao 0••• 0 Resistance Values" ••••• •.0 00 00 0 0.00• . Using computer simulation in accordance with NFRC: Fraje;1 Edge Modeiink••::• THERM 50x,/WINDOW S.x NFRC Simulation Manual (Approved at twdft), of it • RC Aluminum Series "CM1W' outswing casement aluminuiwprane wiadq along'•••; with attached drawings and bill of materials included in Appendix A, meup by National Certified Testing Laboratories,Test Report No.NCTL-110-12455.01,pages 01 through 07 of 07,dated 11/16//09, signed by Richard A.McVicker III,Simulator,and Steven H.Coble,NFRC Accredited Simulator,Simuiatar-Ir-Responsible--Charge. Jaime D.Goseon,P.19. Product Control Section Supervisor NOA No.13-4112.13 Expiration Date: August fly,2019 Approval Date: December 26,2013 E--3 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: W ENCE 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 comment drawings,with applicable part numbers,manufacturing and modeling details included in Appendix A, marked-up by National Certified Testing Laboratories, 'fest Report No. NCTL-110--12456-1, pages 01 through 04 of 04, dated 11120/09, signed by Christian J. Mitchell, Technician, and Robert H. Zeiders, P. E., Vico-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 300/6 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 bate: December 26,2013 E-4 RC Home Showcase.Inc. NOTICE OF ACCEff-ANCE: 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. '0Mu' RIIAL- XXPID 141. TE LYA$ %Recycled %Recycled %Bio-baled %Reno-wable Material Component Name Content at at Disposal AUterla I 1. Window Aluminum 30% too*/* N/A N/A .......... WV �A ...... . ......... *8 .9 : I,SIBI,E:LYGiiT:tl`Ri�NSiYIITTAI�IGTAT'NQR111ALIi�[CING ..- .'C-ONDEN Test Product G.8: IDM Report#-. Number Glazing Components: U- HCC VT R Factorl Base line 000 5/32 CLR-240#2-SSD-ARG-BRZ--l18-090 PVB 1/8 0.65 0.20 021 15 Product I 1. 001 5/32 CLR 240#2-SS-1) ARG 13RZ-1/8 090 PVB 1/9 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 ORN-1/8 090 PVB 1/8 0.65 0.20 *0*19 15 —W" 4. 004 5/32 CLR 240#2-SS--D ARG GRY-1/8 M PVB 1/8 00-650 Ogg is 00 0 000 L 00 000 00: 9000:0 &b 00 :00 0 • 0090: 0 SS-D Desiccant-Filled Stainless Steel Spacer 0 a 240#2 Cardinal Low E 240 @#2 Surface Typical - 0 MI ARG 90%Argon - -- 0 PVB 0,090"Poly Vinyl Butryal TYP)Wicilayer CLR Clear Glass BRZ Bronze Tint Glass GRN Green Tint Glass • .0 V: Gply Gray Tint Glass . ........... TMRMALtbN3)tiGTANCE itW HR= F Component Name C--Value 1. Whole Window 1.53 i1alme D.Gascon, 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. •• 119 3/8"MAX. ` WINDOW WIDTH • • • •• • too MAX: 0 0 :• 3•MSX.: ° all S^ W A A3T^NFAb USED gCO A •MAX. FALSE MUNTM WAD - • • • r MAY K�D NEW e( ii ai • ••• : 1• •• i1L __�L___ �00a _....__=.•r_� • • • • • �j �I II Z 444x111 ^� •/ ,I�it �� O A � � _ 11 // II _ __ it .�-� A • (B� 11 1/2" Ia 1/2• B 1114 1/2" Mkx W» ,t Sill CM ERS AT SILL 1! Sill CORNERS AT SILL 38" 11 34 s/a• 2e 1/8• 53 i/e• 25 1/b• 'vt (,7 1Y� O.L.OPfi. D.L.OPG. DLI.OPG. Dd..on. O.L.OPG. !1 K �Q N F La VENT Y110TH VENT WIDTH VENT WWTH APICAL E.LEMATMS f oz 0 HR100 ALUM HORIZ SLIDING WINDO{Y I FLANGE FRAME WINDOWS DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL Appues TO SMIGLE UNITS OR SIDE BY six c ly P COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER S$ WINDROW TYPES IN MODULES OF TWO OR MORE WINDOWS USING g 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'MIN THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 3 HURRICANE ZONE (HVHZ). o u W w WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. Qi Etkp•JWAD MW ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.ANCHORS THESE WINDOWS ARE RATED FDR LARGE&SMALL MISSILE. IMPACT. CML EMBEDMENT 70 BASE MATERIAL SHALL BE BEYOND WALL DRESSING 4R STUCCO. M� SHUTTERS ARE N07 REQUIRED. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE _._�_ ____�_. ... ._ _ NOT PART OF THIS APPROVAL. FRODUCYRBNmm A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS MITO WOOD ONLY. 9tdldC�aNCtN>aNltlPktit . MATERIALS INCLUDING BUT NOT LIMITED TO STEE ETAL SCREWS.THAT A.W= ONLY- drawing COME INTO CONTACT WITH OTHER OISS4dRAR MATERIALS SHALL MEET THE E _ .� y w04—36 REQUIREMENTS OF THE FLORIDA BLDG.DxiD£SECTION 2003.8.4. TJ�,� '1 fi?. 1;� ` •.• ..• . ... .• • . .. .. . . . . . ••. •. . • . . • • • • - . • ... • . . . .•. • ••• 78 1/2-VAX • ••• WE400W WIOTH • • •• • • ••• • • ••• aC 11 1/T'MAX. z �1 1/T"M. • • 7. 5•Ma%. HFAO/ L FALSE MWINS HEAD MAX.. • i • • •• HERO MAY BE USED S 4 CORN Aj MAY 8E u5£D CORNERS fly -_-_-I ) .. . .. ... .. . . . . . ;; • • • • • .�• •• ' D ji J 44 BT 87 is Sg," 34 3/4" 28 1/8' 53 1/8" T8 t/8• �y W DA.OPG. D.L OPO. D.L.OPO. O.L OPO. D.L OPC. a N " 39 7/8` 31 1/4" 31 1/4" VENT WIDTH VENT WIDTH VENT WIO1H F j w VRML ELEVATK}NS i q g UQ . FLUSH FRAME WIND6�7S 0 g 7ji • 0 9}ffiAt &$ 8 Fl��PEE"70M j PROtN1Cf R6M>i�'/8A i$ �8 X. mcanWSwW�t1<aNtt 8 drawing no. ansei of . . ... . . . ... •. . . . . . . . . . . . SSSS . . . SSSS 1TBN PART! QUANm ONCRIPM VATEWAL NANP./SUPPLtBR/RBMARiW v 1 ♦iS100 1 8063-TS - 2 RA00-OG!0 1•• F%w SAL •0 0. 8063-TB_ - 3 1 r JAtl�VENT• ••_. S063-TB - 41 FMOCO 08 1 • fl%QO -- 8083-16 5 i f/v!M• RUL 009 • 6083-T8 - 8 RS100-003 1/VENT VENT UEVF G RAA. 6063-TG 7� RS1W-0� 2/VENT YOP AND 80TTOM RAIL 8083-Ts - _ 6 R51 BOLE 6063-T8 - 1� 8 gm-0070 as Alm.6 CiA29a� _ X83-18 10RSt + low"cup • 808S�-IB 1'LONG 11 y • 6083-78 • - 12 _ • • _• .•-906t- 13 •••13 W3123M 4 .__..WffnnsER S"uPPm PRE.005-_ It W3123M 1 WEAMM SMPP=PAE 1/8"OR 5/32'HEAT STREN'O GLASS 15- C-LON t Q-375 X 190 WHITE .1/8•HEAT STREN'O GLASS 1/a"AIR SPACE 18 V-033 1 WF MiER STRIPPING OAS4ffT NEOPRENE - ,-__..,•,___ 1/8-HEAT STREN'o GLASS 17 P-049 AS NEW...MA2WC NWT •OIG P1R,' MEl7PlXNT _.._ O- _. .090"INTEILLAYER �.Oii£RLAYER 18 V-055 1 VOM IAN.E11SUl.OIASS PVC OUR06RTER 75*5 SNORE A BUTACITE PV8 BY'WPONT' SUTACRE PV8 BY'WPONT' 18 P-0358 VENT HANDICPP FMGER LOCK 18010 VCM. 8"FROM EACH END • 20 _ - - - - - _-._SSSS._..._._ ,. �v 1/8"NEAT S7FTEttlb GLASS 1/8'HEAT STREN'D MASS 2/ RS100-18 2/VENT SILICONE 22- P-016 2/VENT WHEEL REMER HOUSOIO NYLWi ow CORNING 768 LDOW CORNING M 23 RD 1808 2/VENT wHEEL 1'W $3 _ _.T _. ._._ 24 - - - _.._ _ __.__ _� - _—_. ____._._..___. 1 .. 28 /Lo,X 1•_ AS REW.... rum ASSK&SEWS Br.STEEL PN so W��; L28 15 010 X 3/A' AS REDO. VENT ASSY.SOREN ST.STEEL HH SMSIlio X 1-1/2' 2 11W CUP FASTENS Sr./ST. PK P.H. �pt2 X 3/a' 1 SLOE CUP FASTENER 6T•/ST• FN S.M.S. nt O N a RSN70-028 AS MD. FLUSH ADAPTER HEAD 6083-78._._RSiW-018 AS�W. FLUSH ADAPTER SRI 6W3-T8 j w RBiW-028 AS REQO. FU1SH ADAPTER JAIdB 8083-T818 800Y-010- AS NEW. SNAPWVER 8063-T8 Oz GLASS TYPE 'A' GLASS TYPE 'Al' $ U 0 0=642 ALL FRAME AND VENT CORNERS AND INSTALLATION •1/8"OR 5/32"HEAT STREWD GLASS 5/32'TEMP.GLASS SCREWS SEALED WITH SILICONE. 1/8•HEAT STRENT GLASS 1/4"AIR SPACE 1/4"ADT SPACE 1/8"HEAT STREN'D CUSS 1/8"HEAT STREN'0 GLASS SENT"INTERLAYER .09V INTERLAYER DSO"XTERIAYER sENTRYGLAS BY'WPONT' SEWRYGLAS BY'WPONT' SDMWGIAS BY'Dt~ 1/8"HEAT STREN'T MASS I/8"HEAT STREND GLASS 1/8"HEAT STRLTYD GLASS P4 SILICONE F CORNSVO 795 DOW Comm 785 DOW CORNM 795 NOTE. c IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING 4 EXTERIOR PLY OF GLASS TYPES 'Al' & '81' MUST BE TEMPERED. ' \ W _ aqr Ix JA FLA.PE aWfAAO 1 PRODUCT 1t28 ~1>�0 t7 18 1 Ol axlgt/Y�� GLASS TYPE 'B' GLASS TYPE '81' GLASS TYPE 'C' Moi � � J dtaaing no. W04--36 GLAZING OPTIONS dC1or1Ro1 �� '�.is �t!ta Sheat of g • • ••• • • • ••• • • • • • • • e • • • • ••• • • • • A. DESIGN SHAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIG LOAApp C PACPPY - PBF DESIGN LOAD CAPACITY - PSF (xo on oa slaw) (XO OR oX sIZHb� (Y61.• ase) • • ••• (XOR sl7se CLASS YPIIS TYPES CLASS TYPES • • QFISS' PES•• • •• •• MASS &c WINDOW DIME. A,AI.B,BS &C WINDOW DIM& B.at&C WND- BUSID A.Al.H,*I &C • • WINDOW DIMS. H.Bl &C Z "M HEKMT EXT.(+) wr-) wMTH HEWF1t EXL(+) BIT.(-) Wrom EXr.(+) .( •: ••• WDTH "Dom EXT.(+) INT.(-) O a6-1/2' $0.0 80.0 55-1/2• 80.0 aoA 74- 8D.0 80.0 74• 2$" 80A 80A i,. _ _... 37' 28" 80.0 $0A -II/16 28` 80.0 80A 108-1/4' 28' 80.0 80.0 108-1/4` 80.0 80A 53-1/8" 80.0 80.0 55-1/2' _8" 804 74` 80.0 80.0 74" 80A 80.0 38-3/8 - 38-yj �_3/8. W,O BtUO -11/I �A 80.0 108-1/4• • 804• :•• •• 108-1/4• 80.0 80.0 37' 3js' t�0 a" 55-1/2' -5�. 80A 80.0 74• 50-5/f •4o 0 • •• • 74" a0-5/8• Eao solo a 1� 53 1/8" 80.0 80A 71/18 804 80A 108 1/4' 0 805• • • 108^1/4• �A - 800 p 26-1/2r 80.0 60.0 55-1/2' 80.0 80.0 T4" • 8 ••• •• 74" �" _ BOA 80.0 37• sages aISA 8Q17 -11/18 or !804 800 106-1/4' Boo Bao 1�-1/a• �A �.o •g 93-1 ano a9nD or 80.0 solo Ba• �.o e0.0 sa solo eao 2 •7/2' -- 80.0- 80A 67-1/2` SDA $0.0 90• 80.0 80.0 O6" 80.0 80.0 37' 80.0 80.0 72' _ 80.0 Me 98• 8a0 00A 98 80.0 --80.0 a �� 53-1 80.0 �-SOA 78-1/2• 80.0 8a0 for �• ._8a0 80.0 - 102• 80.0 80.0 24' solo a" 81' 80.0- -�SOA 108" 80.0 .�80.0 108' 80.0 80.0 38• 8a0 80.0 - 85-1/2• 80.0 e0.0 114• Bao 80.0 114' $0.0 _ 8Qo 4r 24' _-80.0 80.0 90" 80.0 80.0 120' 80.0 80.0 120" SOA 80.0 so" 80A 80.0 63" 80.0 80.0... 84• 80.0 $0.0 84• 80.0 80.0 g ..___ -y 72• 80.0 80.0 87-1/2' 80A 80.0 80" 8" so A 80• 80.0 $0.0 v T8^t/2` 80.0 80.0 72` solo` 80A 98' 80.0 80.8 01.2 ....80.0.._. 80.0 {$ 24' 80.0 BOA 78_1/2• 48 BOA 80.0 102• 80.0 80.0 toa' �• �A 56.0 36' BOA 90.0 81` 80.0 BOA toe' 80.0 80A for 80.0 80.0 W W E: -�- Or 36' 80A �.0 85-1/2• 80.0 80.6..._ 114• 40.0 a" 114' ...80.0 e0A = N 80. 80A 00.0 90 - BOA a" 120' •BOA 80.0 120' 80A 804 7a• 60.0 804 or solo 80.0 ea• 80A 80.6 Be 80.0 su ry a 78-1/2" 80.0 80.0 67-1/2 e0A- ea0 90' 80.0 _ 80.0 or -- 80A 80.0 0 Z a N _.._..-. _ .... 24• f.0 am 72" _ ...Ii:°.._...80.0 98• &!.o BO.o___. Bs` 80.0 solo x to r- 38" _ 80.0 80.0 78-t/2' �A 80.0 102' 8a0 80A 102• ...�.O ,BO.O W � 48" BOA 81" 80A solo to` BOA 80.0 for 80.0 mo I O Z 8$-1/2• 80A80.0 114' 80A 80.0 114" - 80.0 _80.0_ 2 TY 8a0 BOA 90" 80.0 -80.0 120' a" 80.0 120` 80.0 8a6 $ C) 78-1/2- 80.0 a" 83' 80.0 80.0 94• 80.0 &DA 84 80.0 80.0 24` 80.0 804 67-1/2' 80.0 I= >10" 80.0 80.0 - 90' 80.0 Iii 36` 800 80.0 7a' 80A 80.0 Or _ 80.0 80.0. OB' SOA 80.0_ 48 --:: `:ER$ .'� 76-1/2' " 480.0 80.0 102• Bao Bao 102. BS-1/2" p 8ik0 - - D Bi• 80.0 �.0 106• 8a0 BOA los• - 80.0 . Bob g �72' _ -.0 80.0 85-1/2• 80.0 no 114• 80.0 80A 114• Bo.O so.0 W.0 80.0 OO' I 80.0 119-1/4• 80.8 90.0 t19-1/4• 80.0 80.0 1 yy1yy� 24• 80.0 80.0 36• . .80.0.. BOA 48' HSrT�Y BOA_ 8oA (1/ (2/. (1/M) (1/3) (1/3T% ! (1/4�ry (1/2W} (1/4W) 80• 80A 804 ..1. ... 72• 80.0. _u80.0 �; y i% �% i% d3 O.`. 2 OPERATING VENTS TO BE 1/3 OF THE WINOOW WIDTH OPERATING VENTS TO BE 1/3 Or THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH tt tl/ 'XO OR ax' 'XOX, 'Xox' i r I PaoDurr I1�6SNTB17 ��RpIY{ngt�ePlOT�19 FIA.PE i 70592 t Bd6db�eOnd° AL �B3B � � k• NOTE: AXc4ptmxallo OPERATING VENTS TO BE 1/2 OF THE WINDOW WIOTH GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) 'XO OR OX' AND FLORIDA BUILDING COMMISSION `1 Browing no. DECLARATORY STATEMENT DCA05-DEC-219 ----- LW04••-3C ( FLANGE �& FLUSH FRAME W1ND0WS • • eee • • e • ••• tt TYPICAL ANCHORS atYe1 /—SEE 7 1 Ag I11 ••e• •e• �•• i • e• W000 RUFOR SPACING • • e 00 d. • • • • • 13 • • e• • / •O TYPICAL.ANCHORS e• • SEE ELEV. HEET S1 FORSPACINGF .ELEV. \`2 Nrnl ON STRUCTURE METAL Vry]I�VY2WM� IH ATURE • tl LUIL�i _ MULLION &MULLION ANCHORS NOA SEE SEPARXIE pq 00. uv I WEEPHO-M; g a W1 a 3/16"X 1"WEEP HOLES WITH PLASTIC BAFFLE n j (2) AT VENT LOCATION AT 5" FROM VENT ENDS Ij (1) AT CENTER OF FIXED UTE 1 W2 - 3/16" X 1" WEEP HOLES WPM ANCHORS (2)AT SCREEN LOCATION AT 2-1/2" FROM SCREEN ENDS 9 FOR SPACING.SHEET 1 W3 s (4) 3/16" X i" WEEP HOLES AT VENTS AT 2" FROM VENT ENDS AND 19"O.C. MAX spill W2 71 1 No �,q3 2 13 �0} � Q1I n V!1 W3 M1' q Nor NAD Wwo ....- FIA.PE ' •• •..•..- ,. �� .._.._ CAN. All droWing no. SEE ELEV.SHEET 1 •SEE ELEV.SET 1TYPICAI.ANCHORSTYPoCAI.ANd•I�tS Pv 1�, HE ° " r ,sEe Ea` E�T�2 ,., q o FOR SPACING WOW BUCK FOR SPACING SPAC�71G :) t I:) � W04-36 r{1q . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... WOW BUCKS AND METAL STRUCTURE NOT 6Y RC HOME SH ffl iELoll • 0IMPOSED*Y CL*"SYSTEM • • 74:51k1THA0!TO WE 1110IN JTRUCTURE. ••• �TYPTCa•4H. ftS: VC WFO SPACING a )Z4'DIA. U fEY.'ti0.Ti' (fus183 Ics1.Fym157 XSt) 1/4"{IIA. ULM==aY'ELT 0' (Fu 177 R51.FY-155 NSI) ••1{x,0�ISY WDOD AYCKS40it•V0001646TRUCTURES •• 1,fil,'i,i j}N.�"TI�INTO'WOOD � a •••i -1 St BMIYEAEQi IO NQONQ.ZMASONRY DIRECTLY INTO CONC. OR MASONRY dl 1-1/2' MIN. EMBED INTO CONC. OR MASONRY d,r TYPICAL ANCHORS 414 SELF DRILLING = (GRADE S CRS) �. SEE ELEY.MEET 1 TYPICAL ANCHORS FOR SPACNO INTO MIAMI-RADE COUNTY APPR'D MULLIONS (.090' THK. MIN.) SEEOA 1 F 1/4,HA74 INTO METAL STRUCTURES _ 1/4'MAX. VENT MIN SHIMS STEEL : 12 GA. MIN. (F'y = 36 KSI MIN.) ALUMINUM : 1/8' THY. MIN. (6063-TS MIN.) SHIMD.L.OPG. J 19 (--N (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)!� U4 6 O ,g 3 TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1-3/4" MIN. o.r INTO WOOD STRUCTURE = 1' MIN. + , TATO METAL STRUCTURE = 3/4' MIN. S S + CONCRETE AT HEAD.SILT.OR JAMBS f c = 30M PSI MMI. � T�t�• a METAL ---' •- .- - n• C-g0 t{OL4owlFILlE9 BLOCK AT JAMBS fm m 2000 PSI MIN. ItJ SCREEN OPTIONAL--.•_«-��iL iG 1 v1 By WOO Suca O.L.OPG. S P EXTERIOR Q .-WINOW WIDTH OOX LAYOU YY�� c, z 1/4'MAL 3/6'MAX. w' SHIM 31 SHIMNCHORS S � SHEET 2 SPACING p. PRODUCT NENI:U ;,. � w11dOx.. .a1u11� �d,4 S P TYPICAL ANCHORS META. SEE EUN.SHEET 2 " STRUCTURE FOR SPACING b ^vcm pp W FLA.PEA&87rCA - e rwo,4-36 ng no.� Sneet.. .o(9 ... . ... ... . . ... .. . .. .. . . . . . . . . . . . ... . . . ... . . . . ... VENT WIDTH VENT lnON� • •• _•sm" �%• • •• • •• TYPICAL.ANCHORS SEE ELEV.SHEET 1 i O.L.OPp. 0'L' • • • • •TYPM ANCHORS Z FOR SPACINO 3 (F 1 p S • • •.• • SEE VW.SHEET I 0 \:.J 1S ........._._. FOR SPACING ._._._. ... _ ___._ .___....._._..,._...... a 2 WOOD S 1® a STRttCTORE �-SCREEN0 ONAf, ..�.. _.. _...., Id. vlay 1p � V7000 BUCKS ,3 S OA.OPO. Olt a EXTERIOR —_ WINDOW WIDTHXOX ^ yX LAYOUT 318-SHIM w La MAX d rflqM ANCHORS SEE£L£V. �_�ODLMY TYPICAL ANCHON.S N SEE ELEv. a FOR SPACING APPROVED MUUJON TEHUA FOR SPACING x n� taW . S oz I 8 x OLN2� WOODD srRucruRE vANDOYt WWTH WINDOW WIDTH TYPICAL ANCHORS ^SEE ELEV. o FOR SPACING 31 d Q.OWktl _ r Ergr 44ML F Com."m 1izol ding no. (1i; ;!':i `ill LW04-36 sheet 7 0 8 ..• ... • ... •. . . •• .. - • . • • • . • . . - • ••• . �-r _.....^{2878 - z.e13 2.792 I . ... . .. .085 Ago .082 882 • • • • • •• • • •• 092 #� -� : i : : i : • i F 2875 .052 1.894 teal . .222.. • • 0% • ••• • p 985 Q GLAZING BEAD ® FLUSH ADAPTER HEAD „_ •• • • • • • ••• 750 2.887 • • •L - 2.825-A 1.003 %: A�8 h • • ••• •� •• H �"'•"'-""270+0"-" �� • • • • • • • • • .912 •• • • • • • ••• •• > �i FRAME HEAD JAMB STILE 818 .59 ,445.078 ^f 2.780- 2.500 .135 3.710 $ 1.435-�iI •275 I3. �' o FLUSH ADAPTER SILL •� 1S (1>] PENT LA7GH .� 750 N 1.1153 1� 1.062 __T 27ez a.es7 MEETING RAIL i .osz --1.880--� rn 3 a 1.488 1.794 I N o to SLIDE ANCHOR CUP 912 b N N a s7s _ ,88 3t FLtSH ADAPTER JAMBS 0 FRAME SILL 1 d1 O z � 1.435 •TYR 125 1.557 ,�_ �a soo 3.w x to nt '� .1� l.aso �- I - 1.1zs TIT .078 ,1 ANCHOR CHANNEL 32 SNAP COVER 3.250 1,183 -104� U VENT TOP/BOTTOM RAIL V FIXED MTG. RAN. .080 3.128 1.250-1 r•9s8 w GLAZING INSERT 17 Pvc C a .o c� a 002 d Trp. �W .078 3.087 2.875 2,940 2.815 Engr.JAVAo A181A0CmL ... i I FCA. i 7 w I $' 1 f� ., pROT1UC1'RBNBCYBD.062 3g� WcomplyislowmiliA FINNS TYRt.000 .783. taa>eAtoC'r° Browing no. 3.828 1.750--4 WC4-36 FRAME JAMB VENT U3. FRAME JAMB FIXED 9 f •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• • • • • •• • • •• 000 ' • ' i•i i i i•• i• •i a / A } "I POO FRAME TOP CORNER ;9 WW VENT TOPYBOTfOM CORNERS i j N �Q () fV d ��Nffi =z Ig �� ,0 FME BOTTOM CORNER o W a Ergr JAVAD CNj RX PE 1 y7 PRODUCTjy4�g�a116�Oild9 .. drawing no. nn W04-36 13M MFG, RAIL.CORNER t MIAMI•MD MIAMI DADE COUNTY,FLORIDA g 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.imleconomy RC Home Showcase,Inc. 2970 NW T x'Avenue Miami,FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series 11FX100"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: 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 At-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, city, state, series,and following statement: "Miami-Dade County Product Control Approved", unless othgli.vse noted herein. •••• •..... REVISION of this NOA shall be considered after a renewal application has beetf filed and*wp las been • no change in the applicable building code negatively affecting the performance of�101` oduct. •• •••• 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 t1bN+OX as an endorsem"..• of any product,for sales, advertising or any other purposes shall automatically t& QiI to this.NQA,,Failttm•• to comply with any section of this NOA shall because for termination and removiCV1140A. "• ' '•• • ADVERTISEMENT: The NOA number preceded by the words Miami—MVGauntyt Florida, ..; followed by the expiration date may be displayed in advertising literature. If Say jVion or 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, 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.13-4112.15 Expiration Date: August 19,2019 , �``` Approval Date: December 26,2013 t 2 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.12-071.3.49) 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 20294 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 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT"043,dated 10/22/09,signed and sealed by Julio E.Gonzalez,P. E. (Submitted under previous NOA No. 10-0426.07) 3. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201- 4 0000 2) Cyclic Wind Pressure Loading per FBC,'rAr203 94.. .• 3) Kinetic Energy Drop Load Test(400 Ft. Ltf.).Ter ANSI M.I ••••:• along with marked-up drawings and installation diagrpm. of an lhlumint... fixed window, prepared by Fenestration Testing Laboratort„JW', Tem amort FTLr-5866,dated 10/09/09,signed and sealed by Michael R. Wpm*1,P.T.•-.� ..:..• (Submitted under previous NOA No. 10--0426.07) " " •• •••••• 4. Test reports on: 1) Large Missile Impact Test per FBC,TAS rd'VA. 2) Cyclic Wind Pressure Loading per FBC,TAS 20394•'..° . along with marked-up drawings and installation diagmm :of Vit ;atumin4M fixed window, prepared by Fenestration Testing Laboratory, Inc., Test R8pofts No.'s FT"290, dated 08/16/04, FT"294, dated 10/08/04 and I+TL-4296, dated 10/08/04,all signed and sealed by Edmundo J.Largaespada (Submitted under previous NOA No. 45-0815.01) 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 i RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(cowmED) 5. Test reports on: 1) Air Infiltration Test,per FBG,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 FTI -4295, dated 10/08/04, all signed and sealed by Edmundo J.Largaespada,P.E. (Subinitted under previous NOA No. 05-48X5.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by Al-Farooq Corporation, dated 06121/12, signed and sealed by Javad Ahmad,P.E. (Subinitted wider previous NOA No. 12-07X3.09) 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. 13-012927 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite@ PVB Interlayer"dated 04/11/13,expiringtm 4/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeXemouAM Co.,A for their"DuPont SentryGlas@ Interlayer"dated 08/25/11.vMvng on Qf j 4/17...000 ...... F. STATEMENTS •••• 1. Statement Ietter of conformance, complying with FBC 20PQ;issued•by Al Farbb* Corporation,dated 10/15/13,signed and sealed by Javad .E. •,;.�; ,.,... 2. Name changed to RC HOME SHOWCASE, INC. as registered in the Florida' Department of State,Division of Corporation,Sunbiz document dited IVII j f 13. •*0*:* 3. Asset purchase agreement dated 10/01/13, signed by Ar. •Uanuel�A. Kron•• Kozhaya, Mr.Henry F.Kronfle-Kozhaya,Mr.Raul Casares,Mr.Eusebip.Patedes 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. J F 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 SUBMIMD 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. FTL-64490 dated 2/29/12, issued by Fenestration Testing Laboratory,Inc.,signed and sealed by Marlin D.Brinson,P.E. (Submitted ruiner 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 NOA No. 10-0426.07) 9. Laboratory compliance letters for Test Report No. FTI-5866, dated 10/09/09, issued by Fenestration Testing Laboratory,Inc.,signed and sealed by Michael R.Wenzei,PE. (Submitted under previous NDA No. 10-0426.07) 10. Proposals No. 08-1635 issued by Product Control, dated 11/24/08, signed by Renzo Narciso,Engineer 1,Product Control Division. (Submitted under previous NOA No. 10-0426.07) 11. Laboratory compliance letters for Test Reports No.'s FTL4295, dated 10/08/04, FT"294, dated 10/08/04, FTL-4290, dated 08/16/04, FT"293, dated 10/08/04 and FTL--4296,dated 10/08/04,all issued by Fenestration Testing Laboratory,Inc.,all signed and sealed by Edmundo 1.Largaespada,P.E. (Submitted under previous NOA No. 05-0815.01) •••••• G. OTHERS •• ••• • ...... .. ...... 1. Notice of Acceptance No. 12-0713.09, issued to R.C. Alumiato Industries, Inc..for . their Series"FX100 Aluminum Fixed Window-L.M.I.",#plxeyed o;•Q2&6/12 anc� • expiring on 08/19/14. •••' ••••• 2 Simulation Performance Solar Heat Gain Coefficient a Tr x nce .. Condensation Resistance Calculation Report on: •••••• • •, 1) NFRC 100 2004"Procedure for Determining Fenestratrvn PAduct fJ tors0 ..... 2) NFRC 200-2004 "Procedure for Determining Fenestration frodurt Sglar Feat►•; Gain Coefficient and Visible Transmittance at Normal Incidence" '..' 3) NFRC 500-2004 "Procedure for Determining Fenestration Product Condensation Resistance Values" 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-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 11CM100" outswing casement aluminum*prime window, along with attached drawings and bill of materials included in Appendix A, marked up by National Certified Testing Laboratories,Test Report No.NCTL-110-12451.01,pages 01 through 07 of 07, dated 11/13109,,signed by Richard A. McVicker III,Simulator,and Steven H.Coble,NFRC Accredited Simulator,Simulator-hl--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. NCT.L-110-12452-1, pages 01 through 04 of 04, dated 11/30/09, 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 Tundiciones 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. 6...6 . 6 0000 0000.. 0000 0000.. 0000.. 0000 . 0000. .0600. 0000 66.09 0 0000 .. . 0000.6 600606 . 00 . . . 60000.. .0600. 66 . 0000.. 06 . 0 606 . 6 00 0 r 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 Homo Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE§1�AHT�TED 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. -6— WABLEMATI&RIA O.Ci6 ./-)Bf 6' WI D I�X R E�E'- %Recycled %Recycled %Blo-based %Renewable Materla Component Name olltent at at D€snosal Material Namuf. 1. Window Aluminum 30% 1 OOP/0 N/A N/A ............... .... G.*9S00C 0OR(.90L* RU&G VO . AT- #LE ..... ......... I Test Product G.S: IN Glazing Components: U- SHGC Report#: Number C VT R Factor Base line 000 5/32 CLR 240#2-SS-DARG BRZ-1/8-090 PVB 1/8 OAS 0.23 0.24 16 Product 1. 001 5/32 CLR 240#2-SS-D ARG BRA--1/8 090 PVB 1/8 0.48 0.23 0.24 16 2. NCTL 002 5/32 CLR 240#2--SS-D ARG CLR-1/8 090 PVB 1/8 OAS 0.24 0.33 16 3. 110-12452-1 003 5/32 CLR 240#2SS-D ARG GRN--1/8 090 PVB 1/8 OAS 0,23 0.22 16 4. 004 5/32 CLR 240#2-SS-D APG GRY-1/8 090 PVB 1/8 OAS 0.23 0.31 16] keLead 0000 Abbreviall2nsi DUgription: 9999 9999.. SS-D Desiccant-Filled Stainless Steel Spacer 240#2 Cardinal Low E 240 @#2 Surface Typicq4 ARG 900/0 Ar on9999.. PVB 0.09011 Poly Vin yl B"I(P"B inte la CLR Clear Glass of BRZ Bronze Tint Glass GRN Green Tint Glass -000 : 0 •••0 GRY gray Tint Glass 9940:4 iRr M CTANC F. BTUI .G. T. dA . . 0 Component Name C-Valut 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 .. .• . . .. .. .. - • . . . . • . . . . t30"AWL 60 1/4-MAX. WWOINV WIDTH • ••• • •• om YADTH /w • • • •• • •• • aty 86 3/4" • • • • • •• • •• 56 1/2. • • • A D.L OPG. ��u J •i• ••• •i• •••OL OPG.PUED F M BE ;t t; • • • •• •tt �' ja� C t t t t ,,�'1F�, ,y/ t�Ty, a � o t •/ t ------ ------ r -s *L L e B1 4"AWL 18"AWL >3 b 4'AWL 18-AWL x _ N wam0ls WIDTH WHI)Wit Wp1TH HEAO/SLL FtFAD/ 3 ►iEAo/�LL NFAo/saL z N 2 w cOIOtERs O a r3 'VZ i ETES Eo UNITS I 3 I I 3 — —J FX100 ALUMINUM FIXED MND WlliDOWTt1 IWHOGIN WIDTH I DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. pROO=ggNglygp r 1 APPROVAL APPLIES TO SINGLE FIXED WINDOWS, aww i I I ALSO COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER I A00 °NO G g I I I % MIA -QADE COUNTY APPR'0 WINDOWS USING MIAMI-OADE COUNTY / ! APPROVED MULLIONS IN BETWEEN. ! $ 3 s 3 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL L J WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT WITH GLASS TYPES 'C', -DT& C c $a COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. Q TIER PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ----_--- WIN tiri14D014r Y110TIi REQHURRICANE ZONE E THE FLORIDA t YG CODE INCLUDING HIGH VELOCITY THESE WINDOWS ARE RATED FOR LARGE&$MALL MISSILE IMPACT. ` o W d• 1 1RRICANE 20NE(MIHZ}. SHIUTTERS ARE NOT REQUIRED. wow SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRADER E� LOADS TO THE STRUCTURE ANCHORS SWILL BE AS LISTED.SPACED AS SHOWN ON DETAILS,ANCHORS & EMBEDMENT TO BASE MATERIAL SWILL 8E BEYOND WALL DRESSING OR STUCCO. CAN,�711St17 ANCHORING THIS APPROVAL NOT SHOWN IN THEM BETAILS ARE �t NOTS ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �,, VERIFIED BY INSCRIBING PICTURE WINDOW SHARE WITHIN SQUARE OR RECTANGLE AS MATERIALS INCLUDING BUT RST UNITED To S=SCREWS,THAT r 1 WO4-44 SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE S VES. COME INTO CONTACT WITH OTHER DISSQdILAR SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG CODE SECTION 2003.8.4. • • • • • • • • • • DIMQON LOAD CAPACfTY - PSF 1/4'AIR SPACE Gus TIM am TVR 1/6'HEAT STREW'D GLASS I/e"OR 3/32"HEAT SMOD GLASS • 1/W HEAT ISIMEN'o GLASS ••• tlIND06 DIMS. 'A`. B,'C'&'D' 'B • • •• •• • MOTH LENGTH EXT4+)/W.(-) E%T(+ �MAdYER• •• 6UL40M PVa DY'WPwr s •i 6UTACITB►PYa 8Y 16UP014T' • 19-1/8' 60.0 600 - fa• • 1/b•HEATs1R0 GLASS kk 24" 80.0 80.0 1/8'HEAT STRENb GLASS ST,yY�, Fd 28-1/2' 80.0 60.0 ��E L° silcm METAL.SPACER a 30" ".,2r- . 80.0 800 q DOW CORNING 785 oaa c O�Ic Tes $ 3r a" 60.D So 7 Un 5 7 • t f •i •7 i ••f `m 7 0• 48' 60.0 60A 88 s SS :i• • • •: ��ii �, a 33-1/6' a" 60.0 •• • • • •• 16-1/8' 80A a" SUCONE 24' 80.0 80.0 1�(! 2e-IM 60.0 80.0 9 6 4 9 8 9 8 9 8 76• � 80.0 - RECT. OR SQUARE FRAME CIRCULAR FRAME RECT. OR SQUARE FRAME CIRCULAR FRAME 42" 60.0 80.0 GLASS �E `A' GLASS TYPE 'B' 46" $OA 80.0 ^ 53-1/8• 60.0 80.0 1/8"HEAT STREN'D GLASS 1/4•AIR SPACE 60• - 60,0 1/6'HEAT STREN'o GLASS s/3a'TEMP. OR 1/8"HEAT STREWD CLASS 19-1/8' - 80.0 A90•OffERIAYER 24• - 60.0 S�ENfRMM L�DUPONY soaRymm By'o~ ?� C 2B-1/2" _ - 60.0 $ a ar 78' 80.0 1/8•HEATSILICO�STREN'D GLASS 1�WAT .D GLASS ST.STEEL. + METAL SPACER 8 42' - 800 y� DOtll ODRHDIO 795 iB DOW CORWNG 798 N 46' - 60.0 'ro $ 7 m 7 in 7 Us 7 33-1/8' - 60.0 Fi s ^SSS '333 w M}y so• 8DA 19-1/6• e0.o g Oz o O- 2e 26-1/2' - _ 80.0 4 500014E 30" 3r 64• - 8DA 9 6 4 9 8 9 a 9 8 42" - MA RECT. OR SQUARE FRAME CIRCULAR FRAME RECT. OR SQUARE FRAME CIRCULAR FRAME 46" 80.0 1 53-IX - 60.0 GLASS TYPE 'C' GLASS TYPE 'D' � 80' 80.6 3/16'HEAT SfREN'D GLASS W NOTE 090'01TERLAYI]2 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING BLIUME PY8 Vr'MfPCNr EXTERIOR PLY OF GLASS TYPES 'B' & 'D' MUST BE TEMPERED. L 3/16'HEAT STREN'D GLASS ^.- SWCOXE �• � DOW COMM 795 NOTE: GLASS CAPACITIES ON THIS SHEET ARE °o w. •s BASED ON ASTM E1300-09 (3 SEC. GUSTS). fim* PRODUL'f RtiNOVliI� RU Y OR env.JACNIL W awa •� CANO LENGTH 06R NfiONsORIZONTALLY CAN BE �� .. asamel9Y�8 goneNde M SH"ASM 6�MhEt Accoptax� .15 C" AS ". 71M � c iryData r o p MimniDadetgo nac7mm"�lo' � � Irawirlg no. RECT. OR SQUARE FRAME GLAZING OPTIONS _ /"lrt:i l 2 j �WW04-44 (;LASS TYPE 'E' sheet of 7 ,YPKA A T ANCHORSu E E ,eY FOR s � ..• . •• • ... FOR SSP, 41 1 .. . Ov q ' 11 n • YOCD BNCNC.4ND METAL STRl1CTURE NOT BY RC HONE SHOWCASE a �• • �It1S'}�,SMISFfR THEIA�'�TflE BY GUtZING SYSTEM y1 }}-��- kkq�� - BUtLD1NG STRUCTURE. p� ��j Q NCHORS 5 A�ME sr L SEE r1Ev STRUCTURE SEE MICAL ANCHORS: sE ET E,.FOR spAcm FOR ELFEV.SPACING F 1/4" DIA. ULTRACAN aY 'ELOW (florin KSM Fy-las KSI) 1/4" DIA. HILTI WK-CON B (FU-163 KSI.FY-157 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES L 1-1/2" MIN. PENEMTION INTO WOOD }}yy THRU IBY BUCKS INTO CONIC. OR MASONRY DT I jrjj t-1/4' MIN. EMBED INTO CONC OR MASONRY v ° 11 H DIRECTLY INTO CONC. OR MASONRY .�, 1-1/4" MIN. EMBED INTO CONC. OR MASONRY z tZ,C OJA. WK-FLEX SELF DRILLING SCREWS BY 'HILTI'(Qum s CRS) � W w INTO MIAMI-OADE COUNTY APPROVED MULLIONS (MIN. THK. o .090' 9 Ri MBAAS-OWE COUNTY APPROVED MAMI-LACE COUNTY APPROVED INTO METAL STRUCTURES O a a O MULLION&MUU16N ANCHORS MULLION&MULLION ANCHORS gSTEEL : 12 GA. MIN. (Fy = 38 KSI MIN.) Thi o SEE SEPARATE Nal SEE SEPARATE MOA, N ALUMINUM : 1/8"THK. MIN. (8083-T5 MIN.) z n (STEEL. IN CONTACT NTH ALUMINUM TO BE PLATED OR PAINTED) W TYPICAL. EDGEDISTANT o =o , INTO CONCRETE AND MASONRY = 2" MIN. 1 INTO WOOD STRUCTURE = 1" MIN. N 11 INTO METAL STRUCTURE = 3/4" MIN. O TYPICAL ANCHORS CONCRETE AT HEAD.SILL OR JAMBS fa = 3000 PSI MIN. �El".SPACING TYPICAL QRS C-80 FOLLOW/MM BLOCK AT JAMBS Pm a 2000 PSI MIN. SEE FOR SPACING SEALANTS: ° ALL FRAME AND VENT CORNERS SEALED WITH JOINT SEALANT. Ds PROD=RMQr* D escomFlgPogwl810reF►mMu ®g� a«, ,1 13--11 .25 33, a 9 �O 1.1 CIVIL nA,PE i 70M CAX °•. •.d e ° I ° e' ° r r°• "• D i' TYPICAL ANCHORS ./� ... _ tj$ ° 4 .g 1YPPCAL ANCHOR ' D 11 °. ".r r SEE ELEV. e J 110. .'4, 0 _• 1 t FIAT r. ,8Y 1 WPM ANCHORS FOR SPACING i dIOWFlIg W006�raL FOR SPACING 0 1 !i 7.1113 W04-44 sheet of 7 • • .•• . . • . . . . . : : TYPICAL ANCHORSV SEE R ELEV. FOR {� ,aY SPACING }� . ..• • •• • ••• YrooD auac00 • . • .• • •• • e .q see 0 • •• • • • •• . 3 •• •• 4 3 $ • • • • • • • • • C 11 • ••• • • •. ••• • • • Qi Al 4 • • • • . • p •' . .•• .• •• • • • • a MEwL AMM TYPICAL ANCHORS S1m=m SEE�ANCFR8i3 AMM FFOR ACuus FOR SPACING w Lu ro z p � 4 yy MIM-DAM COUNTY APPROVED MM-,DAM COUNTY APPROVED 44ryll „t Q 11ULUON&WALION ANOORS MULLION&MULLION ANCHORS '.E �jE C4 " tdC SEE S'EPARVE NOA SEE SEPARATE NOA Z U)n M c g w3 Oz . S Th� C-4.2 7YPICAL ANCHORS SEE ELEV. FOR SPACING TYPMAI.ANCHORS SEE FOR SPACING call5$[ S ACCESS HOLEPROM413T 4 $� 5 %*ha )CrRENE7dwFFIwj al a N. 3- c� ' 2 2 1 I 12 �� os uto nx B 1 1 I Ertr7gr: AFIYM a �' `- ' CNIL fu PE 7 82 3 d.q• e •°'a 'f CAA. •4 .. a. pg aj e ° •d .8 i TYPICAL ANCHORS Fv. O ! ' o' ° . ° TYPICALANCHORSp a 4SEE ELEV IYPMAt ANCIiORSSEE ELEV.I=SPACIN3 18Y SEE ELEV. FOR 0 [l�•1/.�.j L�1� W04-44 WOCID suet MRSPACING ! .n.�t 4 or . . ... . . • ..• •. .. . • . .. .. • . . . . . . . • : : rAW.#L ANCHORS TYPMAL ANCHORS '.R:E ELEV.FOR 9'At;M6 sHf E".FOR sPuum • 1/2'SHW /a-SHIM i � •• • •i i• • • •• MAX, MAX ACCESS HOLE • • • • • • • AAAA » C1 C1 a WOOD i CK ° ••• i i �•� i i i•• •• wOMOD dt w000 STRUCTURH 8 WOOD STRt�TUR T ��$�p�� 3 3 D.L.OPO. WINDOW WIDTH 19CAI.ANCIM s v at IO 'ARS SEE ELEV.FOR SPACM TNCAL ANCHORS DIY MAX H/sem SEE ELEV.. SEE ELEV FOR SPAM FOR SH>AaNO az N t 4'NAX 1/E'MAX. r$ W j © O �- SHIM I I V,s 4 12 SAM - z p = i �8 h 04 wow sum H W f EXTERIOR r H e D.L.OPD. •O •O Mill APPRA MULLION o SEE SVARATE soMCA m �V ORTEKS qq AtX�NQL.E EIEWs FOR sP ^d Cmruol / HASHM Hu1 1 D.L.IPO EXTERIOR D L CPO. r` /' drab tng HWo. WDWw woo WINDOWIVIDTH W04-44 amt 5 •f� . **o 0 . . ... .. .. . . . .. .. . . . 1.750 r MMt NO. PART QUAM PY D) tM MATERIAL MAWP.1t11PFLTR� � 1.876 1 CMIOO-007 A8 RECO. . 0• aft- FM f 119 .G62 1,62 2 ' CMIOO-012 AS RECO. !!2!/RL MV_R •• 64$3-7811 - W 2� oe2 —14 4 CJtOO-01016 4/trout (LAiJ • ••• foack-T6 - 0 400 �I .125J 4A CUIOD-017 4/WOW MA7MG SAD(IAM.MS.GLASS) 8083-T6 - 1" 1.875 48 p11OO-029 4/WOW G AZM D028 SM(WS.GLASS) 8083-Ts FOR COW"FRAME 1 A1 g t it IlFeee--------- 4A9 CMt00- 4/WOW CLAM (IAM.OSS.O;ASS) FOR CIRCULAR FRAME 2.125 FLUSFL ADAPTER HEAD/SRL S CA4100-018 a/%mkl 6NAP • • • • 8083RT8 - SA CMIOD-019 4/WOW SNAP CUM CLAIR8083-To t FRAME JaMe/sRl 3 FRAME t Ao/9LL/,IA M3 a arloo-031 As REM �rwER • • • • • • • _ 7 V-M AS REOD. VKYL FON 6/iWOL O& WC 1.203 1.072 � _7A Y-038 AS RECD. VINYL FOR 7/is'IAM.CRASS WC - lYP 125 8 AS RECD. 3/18'X 3/8'X 47 U4 SETTWO RM S8 1.906 9 AS REOM 1/8'X 1/2'SINGLE FACE TAPE -- - ,988 .082 .807 .mss .807 t 162 9A AS REOD. S/tV X 1/2'�I0.E FACE TAPE - - 11^ Tom. t0 _ ®10 X 1' 2/CORNER FRAME ASSEMIi1.Y StIV!_ _ Sr.STEEL PH PNL.SMS .-�-t1 CMIOO-035 AS READ. FLUSH ADAPTER HEAO/SIU. 6063-T8 -- 11, 10, O Al2 O .542 12 •SOO 12 1 CMICO-4341 AS RECD. I FLUSH ADAPTER JAMS X83-T8 4 CLASS STOP(LAK Qass) MM SUP(LAM. MUL MM) FLUSH ADAPTER JAMBS � 4 p-.110 .1 t0 I .�0 IYP. .CSO IYP. POW Ir0 x 1 P.H.SMS (2)#10V CRENT SMS Z W W WE1 DE0 (A ,t 1 3 'X 1 3/4'x//8'THK �_ ---- CM100-oat Q 4 t AWbL PLATE t CORNIER LOCK C7 T2 Id r SCRE SNAP COVER GIASS SNAP COVER . RMUUL. CLASS 1.315i =Z •• to t to /� to a\a to t (�WRAO .963 .889 .188 883 -..t_ i i --t... j— 082f2)S(,a t 1• PH TYP. SCREN �1 4R 1.182 ; �; ; � 1 ; t � G "MRER CORNERS CLASS STOP(LAM. CLASS) CLASS STOP (LAM. INSUL. CLASS) FOR CRCULAR FRAME FOR CIRCULAR FRAME •734 �4 CIRCULAR'AtRJLX�p15 COWU.AR kAN0M t i t i OPTWN i OPTION 2 t.S83 v .�;RECT. OR SQUARE 1WIVDM . o W.•s 2 MM/SU ANCHOR CLIP FRAME CQRNERS Ener JA a AN` tt .383- FLA.PE L78�2 .S� PRODUCT RRNRIVW scan a complyho f 8 125 ° W04-44 1.70 L87 , 1 �.j 6 CORNER LOCK CeWo1 Sheet 8 of 7 . ••• :0.0: . . • . . . . DEW=WAD CAPACITY- PSF TYPICAL ACHOSSME/SlDE OR TOP/DOM WNOU • 00* S •• •V OR T9 00 ONANCROR TWO ANCHORS Al V ro AT BACK SIDE AT EACH ME 0•: ' i "• WINDOW DIPS. OF MULLION OF MULLION � J WID1H MLENGTH(U ExL(+)/uRT.(-) Exr(+)l9+T(-) ••• • W?•• • ••W2 • zd 19-1/8• 90.0 80.0 24• 80A 80.0 26-1/2• 800 •• •. • ,, •• •• 30' 38-3,W 8110 ma 37* WO SCA 42• 80.0 80A •• • • • • • • • • h 48' SMO 110.0 • • • • ••• QgQg 53-1/8' W.0 80.0 C p 19-1/8' 80.0 80,0 vv aa• 72.8 800 28-1/2• 7M 80.0 30• 729 tAA 37• 70.5 80.0 - 4Y 821 60A 48' 82.1 au _ 7I 83-1/8' 82.1 80.0 v 19-1/8' a" 80.0 24• 89.7 80.0 g 26-1/2' M7 80.0 B Z W 30• 8 , 6&7 800 JL I fA �d 37' 88.8 $0.0 s CQ7 42' 68.9 80.0 WINDOW ANCHORS SEE CC 48' 88.9 80.0 3' SHEET 1 FOR LOCAR6N AND 0 SHEET 2 FOR ANCHOR TYPES M T 83-1/8• 89.9 80.0 10• ? W 1•M 19-1/8' 72.7 SOA 24' 98.0 80,0 0 Z iL 28-1/2• 80• 58.0 a" TYPICAL BLBVATION$ g O- 37• S&4 su SIDE BY SIDE APOLMS TBy O TWO waaWOR MORE 1III OWS rq 2 37' 86.4 80.0 � 42' 49.7 80A , 19-1/8• 69.3 MO WIDTH (W) = WI + W2 24' 88.2 8" 2 j 28-1/2• or 85.2_ SOA gg 85.2 80.0 oR 37° 53.7 80.0 NOTES 1'X 3'X 1/8' aa• 47.379.9 xula T1ATE tdiA.LpN 0 1. USE CHART 04 THIS SHEET FOR SIDE 8i SME CaNNEcrHOO 19-1/8• Oct pA SEE CHART AT LEFT. CAPACITY OF t%3 YANOOW MUWON. FOR OTHER MULLWN TYPES TYPICAL ANCHORS 2. FOR FDUEO WINDOW CAPACITY SEE SHEET 2 24• a27 J a" SEE SEPARATE Nam SEE ELEV. 28-1/2• W 527 80A FOR SPACING 3. FOR OTHER MULLION TYPES SEE SEPARATE NOA. 527 a" 4. USE SMALLER DEMO LOAD CAPACITY OF 1,2 OR 3 ABOVE. i d 37, 51.3 80.0 d 19-1/8' 60.9 80.0 24' 48.3 80.0 26-1/2' M' 48.3 am _ 30' 48.3 77.7 Ertgr:JR/AD AH AO ,� •37' 47.0 77.3 FIA PE 70M 19-1/8• 58.8 90.0 PRODUCTRENEWED h 24• 46.8 80.0 m wagN - 26-1/2• 74-1/4-1 40.8 SCA O.L.OM 04.DPL. F BC06 • 46.6 7a 9 EXTERIOR K% 2 drawing no. 3r 46.6 74.9 W9moW WHOTH WOroOW vmTH W04-44 �Od"`tOI sheet 7 of 7 MAW GDADE 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.miamidade.gov/�onom� RC Home Showcase,Inc. 2970 NW 7e 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 ART(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. DESCREMON:Serles"M1,400"Aluminum Tube Mullion-L.M.I. APPROVAL DOCUMENT: Drawing No.W04-05,titled"Series Tube Mullions", sheets 01 through 07 of 07, dated 05/02/04 with revision "E" 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 LIMITATIONS:Any Sheet Metal Screws(SMS)And Any TEKS Screws Shall Be Equal Or Greater Than SAE Grade 2(Minimum Fy Of 57 Ksi(Yield Strength)And Minimum Fu Of 74 Ksi(Ultimate Strength)). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series,and following statement: "Miami Dade County Product Control Approved", unless othgAviSe noted herein. • 000.0' 00•000 REVISION of this NOA shall be considered after a renewal application has bee2t fPec and that been '• no change in the applicable building code negatively affecting the performance of this VWuct. •• •••••• TERMINATION of this NOA will occur after the expiration date or if there has'b'een a revisign or�change:"'•: in the materials,use,and/or manufacture of the product or process.Misuse of this,i�q j as an 1Il118ht-ruent0• ••• of any product,for sales,advertising or any other purposes shall automatically termipg%this NQAs 4Vailure••••• to comply with any section of this NOA shall because for termination and removal at' 0A. '••• : •• ADVERTISEMENT; The NOA number preceded by the words Miami-Dale e"4nty, Florida, and...00 followed by the expiration date may be displayed in advertising literature. N any porton of Ike 46A 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 er its distributors and shall be available for inspection at the job site at the request of the Building Official. this NOA renews NOA No. 12-0410.19 and consists of this page 1 and evidence pages E--1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. r NOA No.13-4112.16 Expiration Date: August 19,2019 Approval Date: December 26,2013 Page 1 a RC Home Shgwcas%Inc. NOTICE OF ACCEPTANCE: EVIDENCl SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 04-060&05) 2. Drawing No. W04-05, titled "Series Tube Mullions", sheets 01 through 07 of 07, dated 05/02/04 with revision"E"dated 10/10/13,prepared by AI 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 ImVact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 20394 along with marked-up drawings and installation diagram of an aluminum single hung windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--4024, dated 01/14/04, signed and sealed by Edmundo J. Largaespada,P.E. (Submitted under previous NOA No. 04-0608.05) 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) Forced Entry Test,per FBC 24113.2.1 (b)and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-03-1346,dated 09/16/03,signed and sealed by Rafael E.Drozr-Seda,P.E. (Submitted under previous NOA No. 04-0608.05) B. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with*M� -2010...... prepared by Al--Farooq Corporation, dated 03/29/12, sign •by a& sealq .Javad Ahmad,P.E. •••••• (Submitted under previous NOA No.12-0410.19) ' ...... ...... 2. Glazing complies with ASTM E1300--04 •••• :...:+ • D. QUALITY ASSURANCE ••"" ••'• •••• 1. Miami-Dade Department of Regulatory and Economic ResourN R). • ...... E. MATERIAL CERTIFICATIONS •• • 1. None. '..' ••• • d� Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.13-1112.16 Expiration Date: August 19,x019 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 10130/2013,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 MANU.HEN 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"024,dated 01/14104,issued by Fenestration Testing Laboratory, Inc., signed and sealed by Edmundo L Largaespada,P.E. (Submitted under previous NOA No. 04-0608.05) 8. Laboratory compliance letters for Test Report No. HETI-03-1346, dated 09/16/03, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under previous NOA No. 04-0608.05) G. OTHERS 1. Notice of Acceptance No. 12-0410.19, issued to R.C. Aluminum Industries, Inc. for their Series"ML 100 Aluminum Tube Mullion-L.M.I.",approved on 06/28/12 and expiring on 08/19/14. • • sees •eeos• sees•• ••0000* :01,00:• •sees• sees • • • • • s •secs• sees• sees • ••s••• •ss• •cess • sees•• • • / • • e ` •e•s•• Jaime D.Gas on,P.E. Product Control Section Supervisor NOA No.13---1112.16 Expiration Date: August 19,2019 Approval Date: December 26,2013 E-2 . . ••• •. . . • • .. .. . . .. .. .. rep . . . . . . . . . . �t y 04DO L. i w W6NOOW FRAM •. lot• • •• • ••• • •0 0• • • •• . • •• Z • • • • • • • • 000 0 00 a s ..._. •• • TYPI"• •• a ago •• • WA2.•WPRO*ICT n • •• • • • • • • • • , 00 I� I 3�9 4.= ' TUBULAR 51{0.PES O M ILI_ N SYSTEM is RATED FOR LARGE MISSILE IMPACT S ALLOY a 8063-78 ANO CAN BE US£0 WITH ALL MIAMI—DADE COUNTY APPROVED IMPACT AND NON—IM 41 RESISTANT PRODUCTS. tU w w o OS CONTAINING TYPICAL GLAZING PRODUCTS p USING MU .ION PROpEBW ON1 v �IORlZONTAL pit VERTICAL g 6 . i SEE WINOW OR DOOR APPROVAL.FOR FASTENERS SIZES AND SPACING w M £� TPRODUCT HAS BEEN DESIGNED AND TF5TE6 TO COMPLY WITH THE 2 HIS �t $ n REQUIREAMBU0. TITS OF THE FORM M CODE IN AM=HIGH VELOCITY HURRICANE ZONE(M"). Z ALL GLAZING PRODUCTS USED WON THESE MULLIONS MUST MEET THE 4 �j APPLICABLE BURTNNO CODE REQUIREMENTS I.Es WINO LOAD, MATER MMTMTIW FORCED ENTRY RESISTANCE,SAFEGUARDS M. WOOD SUCKS BY OTHERS,MUST BE AHCHOREO PROPERLY TO TRANSFER Lam TO THE STRUCTURE. ANCHORS SH&L,BE AS USTEO.SPACED AS SHOW ON DETMB.DMBEOMENT TO BASE MATERX SHMI.BE BEYOND WALL CDA#RILNG(STUCCO.TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS yI R ARE NOT PART OF THIS AIMOL C A WO MUTIOR INCREASE 3 USDA IN OESM OF ANOI'M INTO WOOD ONLY. MWERMIS WOUMINtI BUT NOT LAM TO SCILLAS,THAT DOME INTO CONTACT WITH OTHER .AR MATERALS MEET TFiE REQNREIB:MS OF THE FL)RM SDG.CODE SECTION 2063-8.4. � N A INSTRUCTIONS: a UK CHARTS AND OWNS AS FOLLOWS. STEP 1 Orrimm DEM LOAD REQUIRED PER ASCE 7 FOR PARTICULAR GPENNO. STEP 2USE APPROVED GLAZING PRODUCTS MEETING A80VE LOAD RAW. WEp USE CONNECTION TO MULLION AS PER PRODUCT F C.A E S_�127�1 APPROVAL USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH PRODUCfRBN91MR) -) 0 STEP On=BATING MORE THAN M=LOAD SPECIFU excewe48AOIeM IN STEP 1 ABOVE. ..// `. um ANCHOR TYPES ON SHEETS THRU 7 AND ANCHOR CHARTS AaooptwiceNo " v.i ij # drawing SIEP n0. ON sHEEr 4.50.ECT ANtstoR TYPE vATH uFsxlrt RATING qrtrt9 Moz_o) MINtE THIN tHE oLTrcnl LOADS sPEI'61E6 IN STEP I ABOVE. �1� flt;! 2 2tI1. Ce,,,n� meet t oR . . .•. • . . ..• .• •. • . . .. .• . • • • . • . . . : : • • . •.• • • . . •.. aai•• • •�"x°oy� • zyuma� Lsoo� • • • •• • • • z.. 4000 2� .406 • • ••• • ••• • �1 �-Aes -.125 p# L' $ r-Im �a25 ••• i i •0• i• i•• • 425 • Of• • • • 0 •• .125 4.$00 6M • • • • •6'� 0 • V 4.M ,188 •• • • • • 0 000 • 0 qq .125 -250 Q C aam VVV ao Z O 1 X3 1 X4 2 X 4 1-1/2X4--1/2 2 X 6 2 X 6 =� L MULLION „STD. MULIJ STD. MULLION cu-5m MULl10id ,qjQ MULLION H„EAAW MULLION 6083-T8 SM-Ts 8061-16 6083^18 8083-T8 6OS3-T6 4 w SS a .730 O N a 125 T, .525 2.1x5 FO1-3/4' 1TUIES 2-3/4'MIN, 2 ALL OTHcaNOTCH & 0 NOTCH OPTIONAL OPTIONAL I all's o NOTCH OPTK)NAL O d AN,(1}`,E CLiP MULLION CLIP m LION CLIP O g o d 8083-TS 8063-TB 6083-16 <m u o v CAM pgpjl7iCPN8NNiNOD � � $ %vP �cyMgwkktthal�kln .f/ 8aildtMiCado 1F? _ IO> IZn2` drawing no. PAA a 2413 ! 04-05 Must N CaMm1 sheet 2 of 7 . . .•• . • . ... .. .• • . . .• .. . • • . • • • • • . • • • ••• . . • . •.. /' t, DMON LOAD CAM=- PSF MBE MULLLONS) DMGN LOAD CAPACTPU - P8F(TUDS KIWONS) Dmow LOAD CAPAc1TY-FSP(TUDIi MULL i01m • ••• `/�t�tl WNDOV DDS& i X S t %4 $X 4 I X1//2 $X 8 E X 8 WmDOW Dm. 1 %S I X 4 8 X 4 ;41-1 : E X 8 E X 8 Dim=DDS. 1 X 6 1 4 !/ 8 B • •• vrom(W) L STAN STD. STD. STD U81'OM STD. DRAW WIDTH(W) VM STD. STD. STD. M. H6AVY V00TF1(I�tAR.L SPAN STA. S ti3'POM 8 VY i • i a 19-1/8" 150.0 180.0 760.0 130.0 180.0,,...,150.0 t8-i/8" 74.6 130.0 130.0 130.0 i50.0 150.0 i9-1/B° - 37. _ 123.8 jSOA ••• • 26-1/2• tSo.M 130.tt 1500 150.0 150.0 150.026-1/2" 534 115.4 150.0 ,SMA 130.0 150.0 26^f/2• 27.3 3&e 89.3 111.0 16.00 30' 16M.0 180.0 ,500 150.0 150.0 150.o 30• -475 101.9 148.9 1%0 i50A 150-0 30' 24.1 33.3 78.9 88.1 180.0 3T• 150.0 150.0 150.0 150.0 ISOA 16M0 37° 384 82.6 120.7 150.0 150.0 1500 J7° ^ - 288 84.0 79.5 14&1 �• i• 42' 150.0 150.0 180.0 150.0 180.0 160.0 42" 33.9 72.8 108.4 150AM 180.0 130.0 42` - _., _....._.. _ _, .'Yi -. �_ • 48" 38-31W 150A 150.0_ 150.0 150.0 150.0 180.0 48' 74-1/4" _29.7 63.7 93.1 150.0 ISMO 150.0 48' 120' - l2.0 ddb 81- 111.8 � •� IS IS g4• 1375 180.0 156.0 150.0 180.0 150.0 54" 25.4 $6.6 82.7-• 150.0 130.0 150.0 Be - _ • 60" _124.0 180.0 ISMO 180.0 150.0 _130.0 $W 235 51.0 74.4 150.0 144.1 180.0 60" •- 396 4�.0 911!1 •• •• gg• 112.7 150.0 750.0 150.0 150.0 150.0 68" 21.8 46.3 87.7 13&7 131. 150.0 68" - -^ 38.9 44.8 SiA jVZ4 4sAlp 72• 1031 150.0 150.0 150.0 150.0 150.0 72" - 426 824 125.3 120.1 150.0 72' - - 32.9 d0.9 75.1 19-1/8' 160.0 150.0 IWA 150.0 150A 150.0 i8-i/8• Si5 110.4 130.0 150.0 150- 150.0 19-1/8" 28.5 414 93.0 115.6 150.0 26-1/2" 150.0 150.0 150.0 150.0_ 150.0•„150.0• 26-1/2• 37.2.. .19:7 ii8.; 190.0 ISMO`150.0 26-1/2' - -. .20.5 30.0 67.1 834 150.0 30• 142.5 160.0 150.0 150.0 159.0 150.0 30` 32.6 70.4..._to2.8 159.0 160.0 150.0 JO• - ..15.5 ...58.3 7J.7 iJS4.. 3r 1185 150.0 150.0 150.0 150.0 150.0 3r 28.6 57.1 as.4 150.0 1�.0 1600 3r - ^ 215 48.1 59.8 105.0 _ 42' 1015 ISMO 189.0 ISMO ISMO ISMO 42' •234 $0.3 735 130.0 two 150.0 42' - - 42.4 52.8 96.7 •-- - 48' 50-5!g" 89.1 143.1 150.Q 150.0 _ISMO 180.0 48' 84" 205 484 844 1435 140.8 180.0 48• 132' - - - 37.1 46.1 844 64" 79.2 127.2 ISMO 150.0 150.0 160.0 54' - J9.f 57.1 127.8 125.1 150.0 34' -• - 32.9 40.9 75.2 _ 60• 71.2 114.5 150.0 INA 1504 780.0 80' - 35.2 $1.4 115.0 112.8 ISMO 80° - ^' - 29.8 J&8 87.7 Z �...._...._._ ..._..__ _....... --- ._._..._...__... ._ I O 68• 64.8 104.1 1�.0 130.0 780.0 100.0 88" - J2A 48.7 ,04.8 102.4 180.0 88` - - 274 336 _815 72' 59.4- 95.4 139.3 150.0 I60.0 150.0 72• - 29.3 42.8 85.9 935 150.0 72` _•- 24.7 30.7 88.4 I 19-1/8' 141.3 150.0 150.0 160.0 750.0 ISMO t8-1/8" 34.5 74.0 108.1 130_.0 130.0 150.0 19^i/8" - 21.9 32.0_ 71.6 894 150.0 g _ _ 26-1/2' 1024 190.0 160.0 150.0 150.0 160.0 26-1/2" 24.9 53.4 7&0 1504 ISMO 150.0 26-1/2' .T ,•�. 23 1 51 7 64.3._,118.0 Ld 3M• 90.1 150.0 150._ 150.0 ISOM 180.0 30" 224 47.2 _8&_9 150.0_ 151.0 180.0 48.7 584 104.3 a 4 NN 37' T3.0 132.2 160.0 150.0- •ISMO 150.0 3r 3&2 S5.9� 125.0 t39.8 130.0 37• - - - 374 484 845 1- ic N 42• 64.3 _i 16.6_ 150.0 150.0 169.0_ 160.0 42" _ - 33.7 49.2 110.1 123.2 150.0 42" - 32.8_ _405 T4.S g V1^M'j 48• �• 58.3 101.9 1485 i60.Q- 1504 180.0 48" g8' 29.5 43.t� 98.3._..107.8 150.0 48" 144' - - 28.5 35.8 85.2 Z w 54" 50.0 99A 1323 150.0 ISMO 730.0 84' 28.2 383 85.8_-. 965 180.0 54' - - - 25.4 314 571 gb• 45.0 815 119.0 150.0 180.0 IWO 60' - 234 34.4 T7.i 86.2 180.0 80' ^ - 224 28.4 62.1 � T O _�-._............. _ p1 .. ... .�.......-.-..._._ 1 11 �• 40.9 74.1 108.2 160.0 150.0 I�.O 88' - 21A 31.3 70.1 78.4 144.0 88" _ __ _ .20.8 25.8 47.4 it 11 x ___� ._ 72• 374 674 9&2 150.0 150.0 1-.0 T2' - - 28.7 84.2 TIS 132.0 TY - - -• 23.7 43.4 f9^t/8' 122.1 160.0 160.0 180.0 150.0 180.0 19-1/8' 24.2 51.0 73.9 I= 150.0 150.0 '.___..,...__ ......_._ ._._........_ _. -_�..._ .._..-._ ARCNE8 TO BE iNbY7RI8fD HORIZONTAL ABR1fON 28-,/2' S&I 150.0 150.0 160.0 180.0.,., 180.0.., 26-1!2` - 37.3 844 122.6 150.0 150.0 MM RMIANO"SHAM t 30• 77.8 147.8 1500 150.9 160.0 150.0 30' - 3&1 4&4 108.3 1345 150.0 ._ ..._.__. - 37` 83.1 119.0 160.0 130-0 150.0 WILD 37" - 264 39.2 87.8 109.1 180.0 42" s6.8 10&8 150.0 180.0 t50A_ 150.0 42• _ _23.7 34.8 773 9g.t 150.0 48• 4&8 92.4 135.0 150.0 180.0•••1S0.0Y 48• log, - •20.7 30.2 87.7 84.1 150.0 muuxw gy --- 43.2 82.2 120.0 150.0 150.0 150.0 84• - 2&9 60.1 74.7 137.3 CLAM GLAM gg• �.9 731 10&0 150.0 180.0 160.0 60" - - 24.2 34.1 673 123.8 t l $ N. 87.2 >L&2 1604 1SQ.0 150.0 88° - - _22.0 49.2 61.2 112.3 O1A29-t0 CLAM --72' 32.4 81.5 905 I50.0 180.0 150.0 72• - 20.2 46.1 56., 103.0 PRODItCT PROWC7 PitpfltlC7'RDNDt'!Dn � �d cocowATIpg adOt Bte Plorbla a AM sMD - gAtal ntoNo �w t�1 W2 p MMUON Spot MULLiONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. ' � 1•rodnct Cons � u (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRA GEMENT cm I'm PE f CAN.1838 70692 I WIDTH (W) - w1-2• 8 drawing no. MULLIONS _�{;'.3 �,; M04-05 9h66t of • . ... . . • ••. .• .. • • • .. •• - DESIGN LOAD CAPACITY -PSF DESIGN TOAD CAPACITY-PSF DESIGN LOAD CAPACITY -PSF WINDOW DM. ANCHORS TYPE WINDOW DUS• ANCHORS TYPE iflNDOW DIMS. • •••ANCHORS TYPTi o • o• MATH(W)MULL SPAN AS A4 AAE AA4 82 134 VM M MUU.SPAN AS A4 AAE AA4 132 94 W87TH(W) SPAN 104 LA 8 4 t8-118' 160.0 150.0 150.0 150.0 150.0 150.0 t9-1/$" 122.9 1500 180.0 150.0 150.0 750.0 19-t/8' 760 ISM* 145.8 1504 01203 •504 •• Q 28_1/2'° 150.0 180.0 150.0 150.0 180.0 150.0 26-t/2' 887 7500 159.0 150.0 140.2 150.0 28-if2` t .8 105. S0. 66.6 •0 • ._5...__..T_.....__ _ ..._._ .._.... ___.. ._5 __... _.._... ... .__. 150.0 750.0 150.0 150.0 180.0 J9' 7&4 150.0 150.0 1504 723.9 150.0 30' 48.8 874 82.8 150.0 78.8 150.0 37' 122.8 1504 160.0 -150.0 1500 180.0 37" 63.8 127.1 121.6 150.0 100.4 150.0 37' J93 78.8 782 ISO.0 82.1 124.3 42" 1003 150.0 150.0 1SOM 180.0 180.0 42` SSA 111.9 107.1 150.0 665 150.0 42' 348 89.3 683 132.8 S4.? 109.5 45• 38-3/8' 94.7 180.0 150.0 150.0 149.6 150.0 4$" 74-t/4' 49.0 979 83.7 150.0 77.4 150.0 48" 120' a 8 �_ �18 _ •4 _ _ _ �r S4' 842 760.0 150.0 150.0 13J.1 MOM 54' 434 87.1 $3.3 150.0 88.8 137.6 84' 289 •83.9• it•e• 403! •424• 88.21 Q n �^ Ww 75.6 750.0 145.1 150.0 118.8 150.0 8O• 392 78.4 75.0 150.0 81.8 123.9 80 24.2 8.4 -3-8178.8 �} - - tli gg" 68.9 137.8 1319 150.0 108.9 150.0 68' J5,8 712 88.2 136.3 56.3 112.8 86" _224 •44.1, 12.2 84_` •344• _BA79 is 72" 83.2 126.3 120.9 150.0 99.9 15MO 72' 3Z.8 85.3 629 125.0 81.6 103.2 72' 20.2 40.4 38.7 77.3 31.8 83.8 � 19-1/8' 180.0 150.0 150.0 150.0 750.0 150.0 19-t/8' 108.8 150.0 150.0 150.0_ 150.0 150.0 1171/8" 88.1 1J&3 132.3 150.0 109.3 150.0 28-1/2' 130.1 150.0 150.0 150.0 150.0__ 150.0... 26-1/2" 78A 150.0_ Imo _ 150.0 _•123.9 160.0 28-1/2' 499 98.8 �.S -150.0 78.9 150_.0 3p^ 1149 150.0 150.0 150.0 150.00 150.0 30" 88.3 1389_ •132.8 190.0 106.5 180.0 30" 44.7 88.1 84.4 f50.0� N.7_- 138.3 37" 93.2 150.0 150.0 150.0 _147.3_ 150.0 37" 58.2 _112.3__ 1079 150.0 88.8 150.0_ 37' 35•7 Ytb 88.4 138.8 58.5 113.0 42" 82.1 190.0 15MO 15MO 129.8 180.0 42" 499 .98.9 94.7 730.0 76.2 150.0 42' 319 63.0 60.3 120.5 499 99.5_ _ 48" 50-8/$• 71A t43.8 1379 150.0 113.5 180.0 48" 84' 43.3 66.6 629 150.0 6&4 138.9 48` 132" 27.5 SS.t 52.7 1058 439 8.1 54• 53.5 127.7 122.7. 150.0 100.9 150.0 54' 389 77.0 73.7 147.3 60.8 121.7 54' 249 49.0 _ 469 93.7 36.7 77.4 ~� 224 44.1 42.2 84.4 34.8 89.7 80" 57.5 114.9._•,•.110.0 150.0 90.8 150.0 BO' 34.8 69.3 66.3 132.6 54.7 108.5 80` to 88• 52.2 104.5_ 100...0 1500 82.8 f89A 88' 31.5 834 89.3 1209 _48.8 89.5 88" 20.0 40.1_ 38.3 78.7 31.7 63.3 O 72' 479 e5A 91.7 150.0 78.7 150.0 72" 28.9 57 7 W.2 110. 4&8 91.2 72" 18.4 J8.7 352 703 29.0 88.1 19-1/8` 150.0 150.0_ 150_.0 150._0__180.0 130.0 19-t/8" _85.1 150.0_ 15_0.0 750.0 150.0 150.0 19-1/8" 83.4 126.7 121.3_ 150.0 1002 150.0 28-1/2' 109.8 150.0 150.0 150.0 150.0 150.0 26-1/2' 0&8 137.2 131.3 160.0 10$9 150.0 26-t/2" 45.7 919 $79 1$0.0 723 144.6 � W; W 3O" 97.0 15MO 150.0 150.0 150.0 150.0 30" 00.8 _ 121.2 116.0 150.0 95.8 -150.0 30• 40.4 504 "a ��'•150.0 63.9 127.7 m 37• 78.8 150.0 150.0 150.0 124.3 -180.0 37' 49.1 98.3 94.1 150.0 77.7 IS0.0� J7` 32$ H7b 62.7 125.4 81.8_ 103.8 at .....� 50.. _._ 0 ._.43.3... ._._._... .._..__ ._...y__ _.' 4 4Z' 693 }38.5 932.8 150.0 1099 150.9 42" 43.J 8&8 82.9,.. .150.0 q.4 13&9 42" 28.8 S7J 552 1108.,. -.45.8 812Y_, 253 50.5. 45.3 96.7 399 79.8 48' 80' 80.8 121.2 115.0 1504 95.8 150.0 48' 98" 37.9 75.8 729 145.0 58.9 1198 48" 144" __ ] M 54• 539 107.7 103.1 150.0 65.2 150.0 54• 33.7 $7.3 64.4 12&9 53.2 106.4 S4' 22.4 44.9 434 BS9 _389 71.0 zW2 ai ,..5 gp" 488 974 924 150.0 _788 150.0 or 19, �, 116.0 47.8 958 80" +20.2 40.4 38.7 773 319 63.9 � O y44.1 88.1 84.4 150.0 _69.7 139.3 88" 105.0 43.5 $7.1 88" I- 3&7 35,2 70.338.186" - 7Y 40 4 804 77 3 150 0 839 127.7 72' .3 96.7 39.9 79A 72" i8A 33.7 32 2 64.4 28 8 1532 N , 19-1/8" 144.8 150.0 180.0 15010 150.0 150.0 18-1/8` 84.5 130.0 150.0 t5A0 133.5.,. .150.0._ _._... _.._ .._ ...._. . ItOPo2ON1Al MIALWN 28-1/2• 1_048 150.0 150.0 150.0 150.0 1500 26-1/2" $1DMRM .0 122.0 it&7 150.0 984 150.0 M g1714m ro" s" 92_3_ 150.0 150.0 150.0 148.0 1500 39" 33.8 107.7 1031 150.0 85.2 150.0 C�OR 04 X02 OR 64 mm 70REcwQAAR SIWE 37" 74.9 148.7 143.3 150.0 it&4 150.0 3P 43.7 $7.4 83.8 150.0 �.0 13&1 \,• �Yj __._._.-__....._ _..... ...... ._ ..,._.... .._.._._ .. _. ._.,..._ ? �j 42" 8&0 131.8 126.3_ 150.0 1043 150.0 42" J89 774 73.7 147.3 00.8 121.7 .._...... ` o 4$• gy 57.7 115.4- ~1109 150.0 91.2 150.0 40' 19$' 33.7 873 $4.4 128.9 53.2 105.4 tAOi(lCN. ��J �� D w 54' 513 102.6 98.2 _150.0__$t.1 180.0 84" 20.0 599 _573 114.6 473 84.6 MUM 80• 46.2. -925-- 88:1 180.0 73.0 14LO.. 80• Y89 33.8.._ 87.8 iW.t 42.8 Y882 tAAZ81G CtAEWG ` $5 8$• 42.0 83.8 80.3_ 150.0 66.4 _132.7 88' 1.•24.5 1 454 46.9 93.7 38.7 77.4 \ tA1it t M' 3&S 77.0 73.) 1473 80.8 121.7 72" 22.4 449 43.0 85.9 35.5 71.0 P7tWirCt !fit GlAZM GLAM A2 .5 TYPE D PRODUCT PRODUCT 5�92.M0R 84 4> d A2,A4. m d 82 Olt 8/ MULLION SPAN <m v o w ATE: Wl ... ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD. SILL OR JAMB ENDS. ` At101Dam M SYPfC� MULLION aGEMErt+TB FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. FIXCAM.�s3a (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) PROD= WIDTH (W)wo WI +an 2 I Do11d198� 4 Nwtaadda drowing.. no. AN A4wptmte4Na 9�' C4:'t l!i ti!';t MO4-05 s .x / o atleal 4 of em . . .•. . . . .•. .. .. . • • .. .• . • . . • . • • . . • • • ..• • • • • •.• 1/4•MITI KWk CONN 1 4•M91.T1 ICWgt CON x 1f4•Hon x\YIK CON x1 ••• • 1/4'Ihlh x4g9C U •• �p�� 1-1/4•MAV.EKED MID MASONRY 1-//4`MPI.EMBED INTO MASONRY 1-3/4e 1-114'MIN.EMlOEO P1T0 MASONRY •i-t/409b EM�fO INTO • aV �E 1-3/4")AIN. 2 PER Cly(1 ON EACH MANG) 1 PER ANGLE MDIS,. S• 4 PER CUP(2 ON EACH Wx86) •• • : ••2 IRER Z EOCE QST. MIN. • • • • • • oil t - "",-• " ..� N� - N a � rn) r • •••� • • • • a 1 ,BY 1 1 I j I�T2 2 X I f8" l---......-_....__.._.fi 18Y 1 •• FLOAM CLS • • ,`i•i, • 2 X 2 X 118' �Q f ___-.-..--_- E L I' ALUM ANGIE e14� FLOATING CUP 1 1 ALUM ANl';1. 1 1 1Y0�BUGC 1 I UU LLLIII 1 WOOD 81JCx i $,4 SMS U I t I 1 g14 S1A5 1 1 t I 1 i i { I 1 i 1 PER 2 PER ANGLE t 1 t t I { 2 ANGLE i t 1-3/4'O.C.MPL t t 1 I 1 I 1-3/4.O.C.MIN. t 1 1¢11Ap FOR 3•TOO FOR ALL OTHER TUBES 1/4•Mein IfWRt caa 8 1/4'WLTI t:4RK CON H 1/4•MSLn KwDc CON X 1f4•M1Hr1 cNlAc CON U z I-i/2'MM. PENEIRAIION 1-1/2'MPI.WOOD PENETRATION 1-1/2•AM WOOD PEIX MTtGN 1-1/2'MIN.WOOD PENETRATION 0 1'MIN. 2 PER CUP(M ON EACH WWO) 1 PER ANGLE MIN' f4 PER CUP(2 ON VACH WWW) 2 PER ANGLE EOOE OfSr. I" i' &4',e{ T� I 1 1 0 fI I ,¢�_�____,___ I I Y M t 1• } O Z a / Y 28Y WOOD\OUCK 8I " (___-------� tl ii -FLOATING CUP �1 11 AUkS2 X 1 8` � F._____________..{ � \M" 1 I FLOATING CLIP 1 1 2 X 2 X 1/8- - 18' WOOD STRUCTURE 111111 1 1 WOW STRWTURE 1 1 � i AL AlK0..E 814 SMS I I t I I I 4 1 I 1 I 2 FE ANGLE• 1 I t 1 1 I 2 Pp/ SMS ANGLE 1 I 1 I 1-314`O.C.MAN. 1 I I 1 1 1 ! t I _.ly.,l 1-3/4'O.C.MIN. —L-A' 4 I FOR 3•TUBE 2-3/4'O.C.M1N. FOR ALL OTHER TUBES Ag 1-3/4'MIN. �� EDGE asr. ANCHORS TYPE 'A4' �d er Damon r Y �- ---------� Fled" ( 1 I i grlfldblgCbd° �" 16 nqr.JAW10 AH 1 � I I acl MCL 9 nx 1. rt 2 wvcro L rlo liwpi[>kP I CtvNi � / t' S NM MULLION CUP TLAPCONS MAY BE HEX OR FLAT MUt#AD. UONSNI �� drowfng !ro. ANCHORS TYPE 'A2' :.Vr-f.2A `�'t t M04—. 5� sheet of 7 . • ... . • • .•. • . • • . • • . • • . . ••• • • . • ... 1/4•H LIT KWIK CON U 1/4"HUT KWX CON U 1/4'HU.n KWUt CON U• ••• •1/4•ht>�KM CDL•U 000 2-1/2"MIN. 1-3/4'MIN.EMBED INTO MASONRY 1-3/4"ANN.EMBED INTO MA7AX= 2-1/2" 1-3/4'HIM.EAIBEO gVTO •h3/4'.W EMW INTO MASQ�Y • *Y_...._...._.. EDGE 0157. 2 PER CLIP(1 ON EACH WUKt) I PER MIN._ 4 PER CUP(2 ON EACH • • • •• 2 PSR ANyE •• g MIN. 0 ,. ..•:. ...T'.. a�. ., .. ... . .a•' lad ° 'I•'; ..a' �T � 1 ° ,•i •40 ' el • 3 • • • , 1 1 I I 1 = AIASOtJlLY I I • 000 • • • • 1 h MASONRY I I I I' 1 • • • • • •• 1 I • T I I f{t I 2 x 2 N 1 B" F-------------� (rf E • • • • I I x 2 x 1/g I OR Q. ALUM MOLE M F-••••_.•_••.-_ CONCRETE I I FLOATING CLIP p II I� XJJM ANQ N ; 1 i ••4 SMS 4 SMS 8 • • •1 •• Q i 2 PN ANOOtE ; U ` i i 1 1 2 PEkt ANGLE j j t t 1-3/4'O.C.MIN. 1 i I 1 1-3/4"O.C,MX FOR 3'TUm 1 t ._..._A, t FOR 3•TUK- ej I f FOR ALL OTHER TUBES 1 1 2-3/4"O.C.AUN. j 1 I LL 3 SCREWS PER ANGLE t 1 FOR RE DIVER TUBES t I 3 SCREWS PER ANGLE I I ANCHORS TYPE'S z A o D w 1y u I 1 1 1 m Q � N d 1 1 w N z- 1 1 0 Z�' 1f/a2-1/2•MN. EDGE DW. •4H"WWEA INR O MASONRY 2 PER CLU'(I ON EACH WING) MASONRYOR $ CONCRETE 1/Y MN. tly •+� r EOCE DIST.� 48 '�. m• � w n 8.yg - PRODUC cX I ----- .. ' M1am' I a Prakn+ (", a C L I 1 ALL CLIPS TO FIT SNUG INTO TUBE MULLIONS.1 FLA PE y 792 g CTAPCONS MAY BE HEX OR FAT WAO_...._...J. CAN.Ss3B E, - r � $ ALTERNATE '' ` l ANCHOR LOCATION __ daWlNq •no. I CLIPS Ok ANGLES CONNECTED DUMMY TO MASONRY 70.BE PROTECTED ` f / . .1 i MULLIDH CLU+ , WITH ALKALI-RESISTANT COAnWS. SUCH AS BITUMINOUS PLANT oR MO4-O5 AN.CH S TYPE 2 WATER-BLARE HENVa/IATE IAMM. E'.:,fi ✓ ! ?.,� sheet 6Gr • . ••• .• . . ... .• .. . . .. .• . • . • • • • • . • . . . •.. . . . . .•• META..STRUCTURES 14 SMS i/4'TEKS META STRUCTURES aa 5tM�1 �u (STEEL OR ALUM.1/a'MK Tt6CK) PER CLIP g14 SIeS OR 1/4'TEKS (STEEL OR ALUM. 1/8'MIN.THK30 ZER 1 -S�, "TEKS • m •ta•T 4STEEL:Fy-36 KSI MMI. (1 ON CACH WINO) STEEL:Fy-36 KSI MIN. • *Y:8063-TS MIN. A :848E-TS WN. • • z 11 11 �l ]I *�,e J roe --- • O 2T 10 tl I-I 1 11 -t { I • • • • tl i , tl i 1 • •• •.-• • • �y �gS tl 1 It It I • • • • •• !� • 3S P FLOATING Q� �I 11 21 X 2 lOLE6" f--...•______'___" • • • • • • i, , •1 x 2 X 1 VV 1 1 1 I •• FWP3W l:% • • j4 I ••ALUM 1U Q N I i U U U ?Q FF9$Q 1 1 I I 1 1 I i , , , , 1 I 1 1 a14 SMS 1 1 df 1 1 , 1 14341E 1 1 1 I 1 1 2.O.wMI. I 1 !IRS 2 Pl AlK,Y.E 1 I i A if_3/4'D.G MIN.1-3/4'O.G MML i 1 ` r FOR 3'TUBALE ,{3 SCRETiS PER AwCY.E � ANCHORS TYPE '82' ANCHORS TYPE '84' !z B 14 S.M.S. TUBE MULLION !13 2/CHANNEL I ,1 Z +[ m 31:Q O NNS�d w Bio F.H.S M T 7 2/SIDE Z 1 1 1/a'THICK ALUM CHANNEL 1 LENGTH TO i i -. Z TUBES MAY 13E NOTCHM INTO LARA.Ww I I TUBE MULLION < U OAS V F P SHOWN NTOO ALLOW INSTALLATION CAUCUJOINT AFTER ASSEMBLY I I PP4 SMS 1 I CUP ACCESS HOLE 1-f/2'O.C.LEN. 1 t � 1 i 1 1 t et THIS SCREYI CAN BE I B10 FH SIMS I O a m u n W INSTALLED IN ERHER i I PER CLIP , 1 oREClIm t I t"O.C.UK 1 1 I I i j I I 1-3/4'x 2'x 1/E'(FOR 28Y ��7J994 n 3/4 •x 2"x 1/a`FOR(lug aaao y CUT TO FIT SNUG OWE TUB ANCHOR DETAIL N1 �ua�Ap2q aroarUlg . METAL TO META CONNECTION ur!_ l ,.i;t i. •tn'a'1 MO'�•—OrJ E CHARTS SE SHEET 4 OF�7,FOR ANCHOR CHARTS CONNECTION Mimi DO& Conlro'h �1r•.I } she0(7Of 7 MIAMI• MIAMI DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) l 1805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(78 )315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ww.miamiaaaegavtecanamv RC Rome Showcase,Inc. 2970 NW 75P 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 ERProduct Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Hiving Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. ' This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"C1VI100"Outswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W04-16, titled "CM100 Aluminum Casement Window (L.M.I.)", sheets 1 through 12 of 12, dated 03/01/04 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. 11ILE IMPACT RATING:Large and Small Missile Impact Resistant 1 ABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. 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 revisidn of change•••• in the materials,use,and/or manufacture of the product or process.Misuse of this rA as an�j4J rpemment • of any product,for sales,advertising or any other purposes shall automatically tgWq tg this NOA.faiturq. to comply with any section of this NOA shall be cause for termination and removal AWQA. •• ADVERTISEMENT: The NOA number preceded by the words Miami-Dodo aunty,• , and followed by the expiration date may be displayed in advertising literature. If anyydrdon of the NOA i:t': displayed,then it shall be done in its entirety. . . .. .. .. . . INSPECTION: A copy of this entire NOA shall be provided to the user by.tbA,9=ufacturer or its....* distributors and shall be available for inspection at the job site at the request of thet3uftdfng Official* ..••:• This NOA renews NOA No. 11-0922.06 and consists of this page I and evidence pales E U,791, E-3;• • E-4 and Green Sustainable Attributes.(G.S.A.)page G-1,as well as approval document a►entioaedeftve. • • The submitted documentation was reviewed by Jaime D.Gascon,P.E. •• • Wr9 NOA No.13-4112.10 NFANMLTfiLqLu1tt �tar� Upiration Date: July 29,2019 .J Approval Date: December 26,2013 t t i 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;06) 2. Drawing No.W04-16,titled"CM100 Aluminum Casement Window(L.M.I.)",sheets 1 through 12 of 12,dated 03/01/04 with revision"G"dated 10/10/13,prepared by Al-- Faroml 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. FT"439,dated 02/21/11,signed and sealed by Marlin D.Brinson,P.E. (Subrni ted under previous NOA No.11-0922.06) 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Kinetic Energy Drop Load Test(400 Ft.Lb.),per ANSI 297.1 along with marked-up drawings and installation diagram of an outswing aluminum Casement window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTI,-5867,dated,05/02/09,signed.and sealed by Julio E.Gonzalez,P.E. (Submitted under preplous NOA No. 10-0426.09) 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loadingper FBC,T4V.16294,,,,,, 3) Water Resistance Test,per FBC,TAS 202L J4 ; 4) Forced Entry Test,per FBC 2411.3.2.1 "TAS 202-94'•: •••• • along with marked-up drawings and installation diagram•ef-dhunmum ecasemei%...; window, prepared by Hurricane Engineering & Testing,.IfiV,.Test:Raffiwt N$. HE T143-1346,dated 09/16103,signed and sealed by Rafael. .VjVz---SedjLa?,j E. ..; (Submitted under previous NOA No. 06-1130.01) ..• .... . . . . ...... Jaime D.Gascdn,P.E. Product Control Section Supervisor NOA No.13-1112.10 Expiration Date: July 29,2019 Approval Date: December 26,2013 E-1 • RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTPUM) 4. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94, 2) Cyclic Wind Pressure Loading per FBC,TAS 203--94 along with marked-up drawings and installation diagram of aluminum casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1848, dated 09/17/03, HETI-03-1856, dated 09/17/03 and HETI--03-1859,dated 01/16/04,all signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under prevlvus NOA No. 06--X130.01) 5. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202--94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per FBC 2411.3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of aluminum. casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1350, dated 10/14/03 and HETI-03-1344, dated 09/12/03, all signed and sealed by Rafael E.Droz-Seda,P.E. (Subrndtted under previous NOA No. 06-1130.01) 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--0922.06) 2. Glazing complies with ASTM B1300-04 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� Ke., for their"DuPont Butacite®PVB Interlayer"dated 04/1 Vkj:41 lxing Q�2/d 1116. 2. Notice of Acceptance No.11-0624.02 issued to E.I.DuPont d3 Wa hours&` oo.,Ino•••• • for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expmg on 01/44/17. •••• . • F. STATEMENTS •••• ••• 1. Statement letter of conformance, complying with FBC 20%*-wed bq.16f arooa...:• Corporation,dated 10/15/13,signed and sealed by Javad AhmoAJI.E. • 2. Name changed to RC HOME SHOWCASE, INC. as registeped in;hp;Florid••"• Department of State,Division of Corporation,Sunbizeit d 1 0A 1/13. ! • ••• • • Jaime D.Gascon P.E. Product Control Section Supervisor NOA No.13-1112.10 Expiration Date: July 29,2019 Approval Date: December 26,20X3 E-2 RC Home Showcase.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 3. Asset purchase agreement dated 10/01/13, signed by Mr. Manuel A. Kronfle- Kozhaya, Mr.Henry F.Kronfle-K.ozhaya,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 for Test Report No. F F"4391 dated 02/21/11, issued by Fenestration Testing Laboratory,Inc.,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No.11-0922.06) 8. Laboratory compliance letters for Test Report No.M,5867,dated 05/02/09,issued by Fenestration Testing Laboratory,Inc.,signed and sealed by Julio E.Gonzalez,P.E. (Sub»titted under previous NOA No.10-0426.09) 9. Proposals No. 08-1635 issued by Product Control, dated 11/24/08, signed by Renzo Narciso,Engineer 1,Producf Control Division. . (Submitted under previous NOA No. 10-0426.09) 10. Laboratory Compliance letters for Test Reports No.'s HETI-03--1346,dated 09/16/03, HETI-03-1848, dated 09/17/03, HETI-03-1856, dated 09/17/03, HETI-03--1859, dated 01/16/04,HETI43-1350,dated 10/14/03 and HETI-03-1344,dated 09/12/03, issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under previous NOA No. 06-1130.01) .... G. OTH t`RS • 1. Notice of Acceptance No. 114922.06; issued to R.C. AlumMW tndustriesjlhc. fol* their Series"CM100 Outswing Aluminum Casement Winc1'e t!L.M.Ii",approve j••••; on 10/27/11 and expiring on 07/29/14. •••••• .... . ..... 2. Simulation Performance, Solar Heat Gain Coefficient, Visib6.Transraktannce, cos•0••• Condensation Resistance Calculation Report on: • .. .. .. . ...... 1) NFRC 1.00-2004"Procedure for Determining Fenestratio4 ft=ct UFa8tors" '• 2) NFRC 200--2004 "Procedure for Determining Fenestrafron Producj malar Head*"*• Gain Coefficient and Visible Transmittance at Normal InckAjfCe; :".. 3) NFRC 500-2004 "Procedure for Determining Fenestration Product CoAe sation Resistance Values" Jaime D.Gascoit,P.E. Product Control Section Supervisor NOA No.13-1112.10 Expiration Date: July 29,2019 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 "CMI00" outswing casement aluminum prune window, along with attached drawings and bill of materials included in Appendix A,marked-up by National Certified Testing Laboratories,Test Report No.NCTL-110--12449.01,pages 01 through 07 of 07,dated 11/12/09, signed by Richard A.McVicker M Simulator,and Steven H.Coble,NFRC Accredited Simulator,Simulator--ln--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-110-12450-11.pages I through 4 of 4, dated 11/30/09,signed by Christian J. Mitchell, Technician, and Robert H. Zeiders, P. E., Vice-President Engineering & Quality Person-Im-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 300/6 recycled scrap material,signed by Henry Krontle,Vice-President. ` 0000 • 0000 0000.. 0000.. .. .0000. 09..00 • 0000.. 9009 0 9 . . ..000. 000.. 0000 9.9..9 0000. 000:00 . 0000.. .. ... .. . 0 . :00:0: • 0000.. .0000• • . . 0000.. .. . .0. 9 •9 �--•� Jaime D.Gascon, .E. . Product Control Section Supervisor NOA No.13-1112.10 Expiration Date: July 29,x019 Approval Date: December 26,2013 E-4 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED GREEN SUSTAINABLE ATTRIBUTES(GSA} SCOM: This document is solely for the purpose of verification of Sustainable Attributes of construction materials.The documentation submitted bas been reviewed by Miami Dade County Product Control. G`.a~-=.' ECYCLEb Ci11VTENT l BIO ASED MATERIAL I RAP 6LY REN)itiYA 3I. MATERIAL :-- Yj Recycled- %Recycled %Blo-based %Renewable Material Component Name Content at at Dlsnosal material M auf. 1. Window Aluminum 30% 100% NIA N/A .$-U->FACfi011 THERMAL'TRANSmr CE BTU/ !li!I.. • .9- HGCIACTOR ''�S`O HEAT GAINCOEIGl1` BTU/$R-:�tT:;° S.......... ... . .. . LAR ...T:-=VISfIBLE.IdGHT: `1ZANSMITTANCZAT.NQRP4YALIhi� . CONDENSATION lYE5ISTM. E. - LIN Test Product Glazing Components: G•8• G•9• VT CR Report#: Number U Factor SHGC Base line 000 15/32 CLR 240#2-SS-D ARG BRI,-1/8 090 PVB 1/8 0.62 0.19 0.19 17 Product - - - - 1. 001 5/32 CLR 240#2-SSD ARG BRZ 118 090 PVB 1A 0.62 0.19 0.19 17 2. NCTL 402 5/32 CLR 240#2--SS-.D ARG CLR 118 090 PVB 1/8 0.62 0.20 0.25 17 3. 110 42450-1 003 5/32 CLR 240#2-SS-D ARG GRN-118 090 PVD 1/8 0.62 0.19 0.17 17 4. 004 5/32 CLR 240#2--SSD ARG GRY 1/8 090 PVB 1/8 0.62 0.19 0.23 17 _ cd yiatlans• Descrl i SSD Desiccant-Filled Stainless Steel Spacer 240#2 Cardinal Low E 240 @#2 Surface ical •••• ARG 900%&rpn • . . .... ...... • s • PVB 0.09V Poly Vinyl Bu I VD interla er • • •••. ; '. CLR Clear Glass •• ••• •• •••••• BRZ Bronze Tint Glass •• ••• • :....: GRN Green Tint Glass •• ••• :...:. • • GRY Gra Tint Glass •• ••••• 6: ... .... ..... G:IO •:G•:1ACTOR Z`H)+R1tiIAL.COi�IDiJCTAi�tGE BTit/iIR. Component Name C-Value ••• • •....• I. Whole Window 1.94 p •' Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.13-1-112.10 Expiration Date: July 29,2019 Approval Date: December 26,2013 G-1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... . . . . . .. . . .. 1 O XBI�_V.K_Mb�+�t1.4d.FT�f.A'M4H[ ALUNMM CASMNT WINDOWS FOR FIANCE FRAME WINDOW CAPACITY SEE MEETS 2&3. iT FOR FLUSH FRAME WINDOW CAPACITY SEE SHEETS 4&S. i Q THIS PRODUCT HAS KEN DESIGNED AND TESTED TO COMPLY WITH THE OT N REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LLI + }S HURRICANE ZONE (H VKZ) WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER Z LOADS TO THE STRUCTURE. EMBEDMENT OLL BE AS L K4S MATERIAL SHALL BE BEYOND WALL DRFSPAM AS SHM ON �SSING OR STUCCO. �ANCHM P. � ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING 09 NOT LIMITED TO STEJ11./METAL SCREWS.THAT COME INTO CONTACT WITH OTHER DISSDNLAR S=AL MEET THE q TOQWREMENTS OF THE FLOILDA BL.OD.CODE SECTION 2003.8.4, i4 _ e APPROVAL APPLIES TO SINGLE VENT WINDOWS OR DUAL VENT WIDOWS USING INTEGRAL ai § IMPOST. / .. MULLION CAPACITY w.. / FOR THIS OPTION THESE WD100W5 ARE RATED FOR LARGE&SMALL IMPACT. PACT. ALSO TOP AND BOTTOM COMBINATION$OF FIXED SEE SES MTE AND CASEMENT WINDOWS USING SWUNG / SHIITTEttS ARE HOT REQUIRED. HEAD/SILL WITHOUT MULLION. ..w C M CAK ALSO TO SIDE BY SIDE COMBINATIONS / wwwrRBN81V81� > ° Of CASEMENT/FIXED. Q4SEMENT/CASEMEHrr / Ell OR WITH OTHER WINDOW TYPES IN coNo _ . MODULES OF TWD OR MORE WINDOWS NO0 l �"f GJ'f 2 J 201 rW!0!4 rro.USING APPROVED MULLIONS. —18 RATING OF FIXED WINDOWS UNDER SEPARATE NOA. et,eet t of t . . or •. . • ••• .. •. •. .• .• - • • • • • - 37'MAX. 74'MAX. 37'MAX. 37'MAXWINDOW WN" `MAX. - 38 3/a" WINDOWWIDTH 31e WIDTH MAX ••• ••i s iMNc, WM WIDTH 35 o WUL MV g(n VENT WIDTH VENT WIDTH VENT WIDTH • • • • •WIDTH �c • • • 30 to MUX FMA BMUNTM E USED 30 1/A9'MAX. 30f/b`MAX. � • • • 7f•t/a•MAX! • 0 LM MAX O.L.OPO. - 12g4T 0.4 0.4 OFD. iv • • 0 OP6. 0 F t� is _LJL I I V I - \�', W z a 6/wWX. 8 s/s'MAX. 8° ONE OR TWO ANCHORS -. 3' S s/s`MN(. 2' �' a s/a" LOdfU4G POINTS NCHARTS .t AT EACH SIDE OF UPOST HEAD ON Si 22 CORNERS SIN=VENT wow. CORNERS QUALM WDW. SEE CHART SHEET 3 CORNERS SIDE BY 09 SM N ONE OR TWO ANCHORS W 37'MAX. 37,MAX. AT EACH SIDE OF MULM WOM WIDTH WINDOW WIDTH SEE CHART SHEET 3 =Z Ir MAX 13 1/2` 8 CORAtF3u N // ADDL.ANCHORAS REQ0. g gf q —/SEEON SHEET 3 MR CAPACITY CHART M \ DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER n (=-•t -�t \\ CHARTS SHOWN ON SHEET 3. \\ \ FLANGE FRAUE WINDOWS aA pr.t.s2 sis y �, \\ M �' AaayaanooNa • 1� _..- ��J droMn9 fw- / 2� p�_) 7.75 2093 W04-16 snom of 1 •. •. • • • e• e• • • • . . . • . • • - DISION LOAD CAPACITY-PSP' DxStON LOAD CAPACITY-PSP W=N LOAD CAPACITY-PW W s1Dx BY SIDS Mats VENT 17nWn DUAL VENT trt7M" e •• 11D10098 ••• CLAN TYPSB'A'&'S' MASS TOM Y&'W • • •• • • D$j! I x a x 1/8•Muum tx4xi/8"MOLL =AN WB M A i i •• • 1& •• =AS= TO AMWi IN ARCM ( =8 AT I=s ade. BACB 1� nts >t r a91Dox D RAW OR ood+) ••• i� o+TN•46 ••e WWDm a mm H1xt�T(H) W.(-) aryl-) 19-1/a` �.o i• wwdH(W)HFxstt M) W4-) W4) -.(WO) INTO ) 3r �.0 S" 24' sae \ k Is-1/8' BOA alb 804 4a• _... • ._.. Sao 2hi/Y \ $ 24` ea0 alb WA y� °F e3-t/8` SOA $oo ••• :30&* ••�. � e \ 26-1/2' sa0 SDA s" R0141d. �' BOA Sao • 0.370 � -f.-WAD • JD• 38-3/B" no 804 i Sao 72• 38-3/8• BOA BOA : l� i+• � • q 3Y a" a" a" W W 74- a" s0A •• 4 •4s'• • • ••081 • 42" a" a" a" 84' BOA 80A-' W _ 83-If8' 8" M� �� a3T•y6lp 4s- '131 a" ODA 118' 73.8 s0A- 19-I/8• 604 & 53-16&4 BOB 80.0 106-1/4 88.4 s" 24` s60 y t9-i/8• s0A 80.0 804 / / 3r a" WA _ / \ 28-1/Y 804 24' a" s0A _e o / / 48' �.0 80.0 \ 30' 1104 50-5/8' cell 26-1/2' s o a" �+ ou // f{ // / 83-1/8" 60.0 .a" / �\ 37' 804 / 30 49' a" � s" WA = M)quoN � :• �• a" s" x �-_. 4z' a" / 37' 78.2 s0A e" \ ': \ Y Y 72' 80-5/8' 74.3 HOA \% / 48' 1104 / _a 42' ._. 67`1_. BOA 804 \ \ 74' 72.3 1104 \ / 53-i/8- 7" 80.0• / ; j •• 48' 889804 _....me \ \ 84' 03.7 004 \ / /6-tJ8' 60,0 = 53-1/8" 53.1 8 o 404 \ \ �' s&7 a" \ / 24' 604 \ 19-1/8' 80.0 BOA Bao -1/4" SOA WA 26-1/2- a" \\ 20 804 s0A mo3r 80.0 80.0 30' BOA \ W 25-1/Y 8&0 sob a" Or a" aA 3%' a" 800.0 .0- 8 .._ ....a" Ot1E OR TWO A= 83-1/0' Wo 004 4Y mo W Q 3Y 723 80A VIA AT EACH SWE or W 78.2 80.0 O N a 42• 83.7 GoA BO.o 72" 82.7 Sag A pt� 24ANCHM • .__80.0 Yf = 4B• 56.7 60.0 ..y__smo...._ fixEO WB100W 74- eib �A 28-1/2' or 804 to h rr1 r5`+3Y' B3-1/a• =3 a0A 804 � 84' s3.7 mo 3O• �o Z. y.. M WIN.PAM 19-1/8" 8OA Sao a" SIT SWARATE MX 3r 1104 $0A 37• �A / Z 24` a" a" $&a 4s• 80.0- a" 4Y �A / 26-1/2" 86.0 80A BOA 53-1/8• s0.o a" t9-i/a- a" 30• 70.2 a" BOA 80` or 71.8 804 .-.... ..__ 24' 80.0 37' 8t4 a0b 80.0 ,.tff101if NM OF N0.OF 74• ....59.7.,. sO,O_ Tygy.HEIOHi 28-t/?" 88' 804 4Y 837 80.0 BOA UPTO AT SASH AT SASH T4` 5&1 800 UW6 AT,SASH At SASH 30" 1104 \ 19-1/8" a" sao s0A 29-1 4" 2 2 84' 51.2 a" 4Y 2 2 3Y 80.0 1. 24' 804 1104 1�0 3 2 37" Bob m 74-1/4* 3 3 19-1/8' 1104 \ _ -. 80.0. 864 a0O 44-1 4" 3 �• 8a0 8a0 24` 8O4 p 311• --af-= 71.6 eu - -8" �T 4• 8 3 s3-1/8• �, 77.2 26"1/2' 72' BOA 3r 86.1 _ W......� BOA OU -- - a" '• Xr 80.0 42' 51.2 WA am 72' $74 sag 3r ODA 19-1/11' 80.0 Bao 804 u• 5&4 Bao I$_V- BOA n $ 24" a" 604 804 3Y 80.0 804 24• 80.0 '26-1/2• 88• 77.4 60.0 a" 48' 769 8OA 26-1/Y 74-1/4• 30' OU s0A a" 83-1/8' 70b no m' �A d Sr on or 6&4 tillo a" 8O' 7Y 82.T soo 3Y BOA SSP.ttEx9rt d bao _80.0 80.0 72" 52.2 1104 $L9AD WR11 Alm.A IS�To AT SASH AT SA11H u o m o 24' 7s3 _ WA �a" 74' a'R19 804 At FRAME JAMB 4Y 2 2 28-1/2' 72• 70.9 804 ^80.0 37' ou 804 74-t 4" 3 3 30" 827 Bao s04 48- 784 80.0 ROOMM 3Y 509 728 8a0 63 if6' 88.6 �A m � '��(�� RA.FE-1 3 7��8592 g 1 14-1/8• a" sag Bao 80• 74-1/4' 604 8" coo ' 28-1/2• 74-1/4- 88.8..._- _a" ...._-..-.BOA.._._. 74 49.3 ..a •"`. / .s1-M:•i' $ 30• 009 7&4 s04 GLASS CAPACITIES ON THIS SHEET ARE drawing no. 3Y 49.3 8114 1100 BASED ON ASTM E1300-09 (3 SEC. GUSTS) ._ W04-16 AND FLOF"OLKMG CO�AMISSM (iLA�NGE�FRAME WINDOWS Ct=i`s 2D63 DECLARATORY STATEMENT DCA05-DEC-219 L �- sheat 3011 00 00 00 00 • • • • • • • • • • • • • • • • . • 37'MAX. 74"MAX 37*MAX 37"MAX 3 WIDTH .4�3/Y8"MAX. 3s 3/b•MAX.WINDOW WIDTH 35 3/8"MAX i • ••: V W o ,MAX. WENT WIDTH VENT W0)TH WENT VMTH i i • NT • a R 30 I/S'MAX fAl MUNM 30 I/e MAX. 30 1/s'Wx • • • Ave 70'MAX- Q DL OPVL MAY USED OIL oPG.H 1 Da..OPG. ` • • D.F,�o,L OPG. F / \ 1 Al m Al a / / \ • 1 d" i i i i /. • / 4"MAX. LOpGNG PATS • • . • 10 . . ••�i }alj 14 "R =filar C, 1'y/ 'ty/ i,F i' \� ' E, / it /. it p it /. II ' 1' / 't � 1' /• it ii /• 'I V `a 11 I ti y� a 'a 'iv o 11 i/ II II I/ II O YY N 11 / II 11 I/ t� �i tl � M tt .�• ..i '7 I' '1 11 � � -� �1\ 1, i �I \ 1, it /t� ,t\ h 4♦ ti ::�'r��.I'•cr� _�r_?s�_ •�'Lt�_�It_ _.slr��?k.:: _.x'r_�-�k�._ W C..i 3" •� 8 s/a'MAX 8 i/1/2-MAXs 3/4'MAX. " S"J ONE oft OR MAMCHOAS 9 3/ tt�� HEM HEM/SLL HEM SILO. AT EACH SIDE OF IMPOST H£AO/SU SEE c� " CORNERS SINGLE Mff HIDW. CORNERS DUAL VENT Wlpyy SEE CHART SHEET S CORNERS �C..,�DEE.YE. ON SHEET 5 17- sr MaX 3r MAX AT EACH SRR MULLION M E OR TWO ANCHORS W 3 WuaaoW Wron+ WINDOW WIDTH SEE CHART SHEET 5 z / / \ a n oil \\ DESIGN LOAD RATM FOR THESE WIMOOWS TO 9E AS PER \ L \ CHARTS SHOWN ON SHEET 5. \ yy \ T \\ FLUSH FRAME WINDOWS nn PE"Mo CAR.�ie .. lip r t� q urn♦ C 5 3/4"MAX 8 1/2'iC1AX. 5 3/a'MAX. 8 1/Z"MAX. [i/r��y .,1 HEM/su MEAD/SS•L ttEAO/SA.I WEAD/SILL �imde` uA sheet of, CORNERS . . .e. . . . ..e •• •• • • • •• •• • DESIGN LOAD CAPAWY-PEP DEMON LOAD CAPACITY-PEP DOM LOAD CAPAMW-PSF W a HY SIDE SINGLE VENT WiND0E3 DUAL VENT WINDOVS . 00: iD71FLE VSNUVI NU Me• -L /19� �--Tlym m�,s'i • • •• �Y GLASS TY x 'A'8'B' • • • • • • %wL• �8 Yw / L x s X I 180/31071 1a4x7f8`7110.(. Bwo DI11s. 4T 11AC8 • • • • a n AXW= T110 Alm TSD A7%'d10HB • • •• ,t1- !` VU WK DOUL a Iti fatly AT NOR SM AT DO ON WM(AV)HOW(H) S�NT�) f8-1/8' 80A x " W H(IN)MIGHT(14) -.(+) E%t.(+) EXL(+) wrd) \ 1NL(-) W-(-) DIT.(-) 1 37* 6a0 SOA 24' BOA 19-1/8• BDA a" am DRECTON 49` BOA 80.0 •• • • e 26i�• ••• \ 24" 840 80.0 a" VE Ni 0.� 63-1/B" Sao a" • • • • fi0•• • SOA \ �r 28-1/2• 80.0 804 SDA W71ON& BO" 840 80.0 •• ••• • 37•e •�• A \ a 3p' a" 840 SOA 7Y 36-3/B• BOR EGA • • • • or• • TWA �7 38-3/8' •• • • `• 000 3r 80A •D.0 SOA W W 74" 80.0 a" � 63-tIB' WA r' 4 4Y 80.0 80A 80.0 84• 80.0 80.0 W � 48' SDA 80.0 SOA 96' SOA 80.0 19-1/8' BOA � 63-t/8` SDA 80.0 an 109-1/4' 80.0 BO.o 24" a t9-1/E• Bao 000 no / / 37• Bao ODA / \ 26-1/Y am p( "�� 24' a.0 a" _ 80.0 // // / IB` 840 BOA F \\ SO-6/B• 26-1/2• aA SDA SE / 9 / 53-1/8' Sao 80.0 3r .-Wo-L'- 3v BOA 30• 48" 80A a" �A y �. �. w EGA a" y /�: \ 49' _.8A0 // 3r 80A- BOA 900 \ i \ i Y 7Y 60-6/8• 80.0 00.0 \• 48` 800 / G / / 42' &1.0 80A 1111__ 80A \ \ 74' a" BOA \ / -tom �A ................_. t9-flr SOA = 48' 80A 80.0 8340 \ \ 84' 80A 80A \ / 53-i/8" 80.0 BOA 9" \ \ 98• a" �,0 \ / 24' \ 10-1/8' 80A 800 800 106-1/4' SA 80.0 28-1/2• -._SOA_.. _ \\ 24' SOA Bolo a" / JON 37' _8" 80,0 30' -800 _ \ W ul ul 26-1/2• BOA 80.0_ BOA 1( ate' 4B• SOA S" 37' 880 30• 8" ODA .-..-- SDA ONE OR tYA X4CHORS 63-1/B• -_ a" -. 80A 42• B p a 37' -6�' 60.0 80.0 80.0 AT EAt41 SME or 810• MR 80.0 /VE.Q. TWO ANCHORS 19-1/8' a"42` 78.7 80.0 80A 7r 80.0 80A SIVE 24. SD.O W N 48• 7" 80.0 80.0 FIXED wam 74• 80.0 80.0 20-1/2• Br fto M1 53-1/a• 78.4 Baa 8310 /OR CASEWERF WB400W 84• BOA S.0 �• 86.0 $ FOR FDL WOW.PAM 19-1/8' 80.0 $0A wo SEE SEPARATE NOA 37• 840 80.0 3r BPA / O Z 24• SOA a" SDA 48' SOA Su 42' SOA / g �1,- 28-1/Y 79A 80A �.0 83-1/8' - �,o �,o t0-'Ar BOA �E v 30• 72.5 _ 86.0 a0A_ _ or or SOA 9" 24• 80A / % N 4N0.OF NO.OFOF N0.OF 140.OF 26-t/2• w 80.0 y 3r 83A 800 80A WMW.HEKW KEEPERS HINGES 7Y 80.0 800 WOW.HMW KEEPERS t S \ 'f 4Y 68.8 SMO SDA UPTO AT SASH AT SAM 74' OOA W.0 aPTO AT SASS AT S-- 3O' BOA t9-t/8" BOA BOA "_ bo 29-t 4' 2 2 or Boo �.0 L a2•._. _, z 2 sr Bao Z4' BOA 80.0 BDA 4 3 2 3r _ SOA 86.0 74-4 4" 3 3 t9-t/S' SMA \ - 4 3 48• BOA BOA 24' 84.0 Mr 980 80A a" 7SE4-t 4" 8 3 63"1/8• �• 80.0 a" 28-1/Y 7Y 80.0 37' 59A WA a" or BOA 80.0 30' BOA 42' 68.6 SOD 840 72' $0.0 80.0 1 1/8' 80.0 SOA 800 SpA 74" 80.0 Bb.O 24' 78.8 80.0 BOA_ _ 37• S" 80.0 24• BDA 26-t/2' 88• 740._.. ^a"~..- aao 48• 00.0 BOA 26-1/Y 174-1/4* ODA N 30• BTA am 80.0 53-1/8• 80.0 SGA 30` _-- -B 3r 65.7 Bob flGG or M` 80.0 BOA 3r BOA I6DW.HEaDif N0.OF b0.OF - d KEEPERS HNOES 19-1/8• BOA 88.0 80.0 M' 75.8 80.0 UA1O AT SASH AT$SN 24' a8.0_ 80.0 a" 74• 74.2 BOA <2 2 26-1/2• 7Y .. _._ _..._. __._. 37. 840 ODA 30' 57.3_ 80_0 f.0 48' 8" 80.0 1tHNDWitDEl.AaAH QqT 3r 49.8 BOAT 80.0 SJ-1/8' 74-1/4• �A 80A y1ylpBwmameM.Wa nA Pt j_7m g 1 78.1 aA 80A 60` 80A a00 tri x35N k 24' ... 85.6 _111.1.80.0 80A M' .Mb_._. 800 28-i/2• 74-1/4 a" BM.o 8018 NOTE: 74" 71.2 BOA 30r68t Boo -_ o CLASS CAPACITIES ON THIS SHEET ARE rf droarhag tab. 37- as 73,4 no �ORIDA ASTM E1300-09 COMMBION. tiusTs) FLUSH FRAME WINDOWS 2b13 W04-16 DECLARATORY STATEMENT OCAOS-DEC-219 alheet ot12 . . .•. . . . ... •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• t/8"HEAT SiRfN'0 GLASS !71161 N0. PART MMQUAIRMY DUCHMION • •• MANE/ t� V 1 CmlOO-OOt 2/!P!--- FR4m mm • _. /p`!� .OW INTERLAYER 2 CMIOO-002 2/low •• •• �., T W max=PVS BY'CupomT' 3 CM1o0-007 AS Ftp � • +_• 6&3-78 FQt FOGM WIJOOLY OR 4 CNS -006 AS REQO._ _ • To Fgtfb 1ONVOW AW NITERIAYER SENTRY"BY'WP06R' 5 CUIOO-012 AS{�. JW ANCHOR CLP 8063-T6 - i/8"H£AT STRENb GLASS 6 CMIOC-013 AS READ. VERT HINGE 6005-T5 WSIALL£O WITH(3) TO X 318'MS 7 CMtOO-014 AS Ri3�. Fit" -T8 D6RALLE0 WIIH j2 �10 x 396.11S Lit a S a 01100-015 -AS-REOD.�- FRAME�iFAO/SI�.(�C.) • t$ FOR FDtEO WFIODW 8i SUCH 51 DOW CORNING m OM CORNING 795 8 CMIOD-016 4/WOW GIVING ftD )• • • • g _fig ry)MO p9JDOl4 p " to 4 11 10 CMICO-017 _._a1 N'ONi_ tIA2ING�9 ) • • 6089-76•FOR FDO WINDOW ti 11 01100-OTa 4/>. I SW ftft(UbL • • • • �-% FOR I= ----- j 12 CMIOD-019 4/WOW SNAP OWER(IAM•RWJL GLASS) 6053-76 FOR MED q Q 13 CMIOC-092 AS REGx). VERWAL.IST 8063-18 - 14 CMfOo-021 2/IMPOST A CLIP FOR VERTICAL WOS' 8083-T6 - t� 15 _OAtoo-022 - ANCHOR ARM OPERATOR _ 6063-16 ..._...__.___.-_.---___._.._... ffi 9 18 - AS REQO. SCREENS AILJW M OPTIONAL Rio, 18 121100-028 4 VENT FAA 6663-TT{ - 20 CM100-027 I/ CORNER I= 808J-1a - e,3 VENT FIX. LTTE _.21._.._ V-033 AS REOD. TREMCO TR-8804N SPQNCE NEOPRENE -» di GLASS TYPE A' 22 P-048 AS NEW. OLA2ING INSERT Ida PC MELTpow 23 V-055 AS RE00. VIIYI.FOR LAM.INSUL.GLASS-VENT _ PYC OI TER 7515 SHORE A gg 1/8•HEAT STREN'D OASS ....?a.__. _..._V-158 AS MM_ WM FOR LAW k LAM.IiSUL.OAMI QM) PVC MELTPOINT.OUROMETER 7535 SHORE A 25 AS REQM 3/16'X 9 X 4•M SETTING KM VW OLMMETER 8035 SHORE A W %32"TEMP. S A 26 AS RECO. I/8"X I/2"SINGLE FACE TAPE 1/4'AI2 SPACE 27 P-00 - PIASAC Ddb M&M NYLON - _...._,. a 1/e•HEAT STREPI'0 GLASS 30 CD2S do CD3S - SINGLE mm oem— ST.STEEL. ROTO}iAROWARE SYSTEMS .OW INTERLAYER 31 - - - - _ ir 8t11AOTE pyo BY'OIWONT' 32_ LV SM - 3 MINT L00N ASSEI.iBt.Y - ROTO,HARDWARE SYSTEMS W n ...4W INTERLAYER 33 GT56J - OLMlE HOUSING - ATTACHED W/jJ)�e X 3/4 SMS seNTR1T OUPOTt' 34 aml - STRKER - ATTAONED W/(3)18 X I/2•SMS O z Jg /to x 1• 2/CORNER. FRNRE ASSEMBLY SCREW ST.STEEL PH PHI.SMS *o= 118"1MAT SFREMO Cts$ ...ss- #10 X 1/2' 2/CONNERe VENT ASSOMY sr,AEWs ._..-----__-- ST.SM FN P_HL SISSUCONE snxxw DOW CORNING 795 37 810 X 3/4" 4/BIER WMT ASSEROLY SCREWS ST.STEEL PH PHL.60 oORY CORNING 795 4 �33 #tO X 3/4• 2/SDE DN ST assEldlAr SCREWS .r_ Sr.STEEL FH PHL SW So 2 38 CMtoo-032 AS REQO. FLUSH ADAPTER HEAD 6963-T6 40 CM1OO-o9E I AS REQS. FLM ADAPTER AAMB a069-T8 ,9 lit i 3 VENT FIX. LTTE GLASS TYPE 'B' ^ a GLLAZING OPTIONS ew. NOTE: CAJL IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE '8' MUST 13E TEMPERED. g A,ccepteme� f�:J� _ _�' draaing Rw. J» W04-16 t :: �I} ?Dl;� t�.•I ort TYPICAL ANCHORS --------- TYPICAL ANCHM ral4AL ANCHOR$ SEE EUX. 4 WOODDBUCKSSAMO METALeSIRLIVILIKE NOT BY RC HOME SHOWCASE SEE aV.SHEET 2 -SEE m".SHEET 2 FOR FOR SPACING FOR SPACING MU9r4SUSTAN LOADS 111IMSECISBY GLAZING SYSTEM 0 :WCM* jHE?J 14D:HE"STRUCTLIRE. toy 2-3/ir MR. WOOD Dkt� 6 o o TIT= ANCHORS!%ft E&. FOR SPACING A 14C U& LLTRACON BY (114-177 XM,Fy-155 M 114"HT1 MEL-AU (114-183 KSI.F7-157 KSI) :WgV t8V 4ft VII11000, STRUCTURES •o ol-0/20 MMI. IIEWMAON*NTD WOOD 0 0 06 o 0 WM OSYSOUSKSOINTO CON* OR MASONRY A • 01-1,P4*MM. EMOUNTOtONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4-MIN. EMBED INTO CONC. OR MASONRY at TYPICAL ANCHORS 1/0 MOL SIEIF DRILLINCI SQM (GRACE 5 CRS) SEE M SHEET 4 Fit&-xm METAL INTO METAL STRUCTURES STRUCTI.M. ranm ANCHORS STRXILK STEEL: 12 GA. MIN. (Fy - 36 KSI MIN.) SEE ELEV.SHEET 2 ALUMINUM : 1/8" THK. MIN. (6003-T5 MIN.) FOR SPACING (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 SMS OR ME QMLLINGI WREMS (41MCE 2 CRS) SHEET INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. m .090") (NO SHIM SPACE) ANCHN EWE.OISIMES INTO CONCRETE AND MASONRY - 2-3/8' MIN. INTOSTRUCTURE INTO METAL STRUCTURE 1/2" MIN. 0 WOOD MIN, ;R I 0 CONCRETE AT HEAD,SU OR&AM Cc - 30M FS MK C-90 HOLUDW/FILLED BLOCK AT^=f-th- ISM PSI WL MIA -DARE COUNTY APPROVED MULUON&MILLION A p z SEE SEPARATE NOA SEAIAM 8 ALL FRAME AND VENT CORNERS SEALED WITH JOINT SEALANT. TsPM ANCHORS •SEE ELE4. EET 2 FOR SPCC SHEET 18 1 v9WUCr N0XW8D vs mow VA*k 1)�4 Syr a x0a &C Lot 2 11 0, P AT EACH END Ems: am FLA.PE&NM CAN. 46 Al drawing no. SEE ELEV.SHEET 2 ANcHm s T41CAL ANCHORS FOR SPACM 1 BY SEE ELEV.SHEET 2 • Vp(=mm FOR SPAM N'll W04-16 2 5tt . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... . . ... . ... . F4¢p ,mica- HW . .. . . . .. •• S .. M. SEE EIEv.�EEr z • • • • • • • • • fORSpgCIND • •.• • • • • •• • v t/Vw • • • • • . . •• • b3 stye O � •• 1/4te Mdt. • • • .• •• � SHR TIMM ANCHM � �P SHEET AO a 3 META STRICTURE .p Ob 7 fXYERIOR t at a o Duacs Ww t9 D 9 .•.i 8 Q VENT V0714 [nn'f r £F qW WIDTH W +�TTiS 33 SINGLE VENT WINDOWS $ U o SEE=SHEET 4 MR 3/8'YAX. C 1 1/2'MA). rePaL ARCH= SEC ELEV.SW SHIM SHD.ISFOR SPACM 4 y m META. ++��fill STRUCTURE O se ' q' ve•..0 e. •o � x ngrAmT SCAN 3336 drmwinq no. W04 I aEmui naa. 1 coral Or, 2 • . •.• . • . •.. • • • • • • • • • • • • ••• • • • • ••• tr • • •• • •• • WPJOAI.ANS 7'113ICA.AIS - • • • • •• • • •s SEE Et".SHEET 2 SEE CLEV, SHEET 2 O O • • • • • • • FOR SPACING 1 � lay S Ile SHM wow mxgs-\ VUUL :00 :00 00 _ ....- ..... -•- Y-• .. o._ q 0 (,? • • • • • •• _ _ 444111 WOOD STRUCTURE va•� _jTYPWA 0 SEE EM ANCHORS 4 D.4 OPO. EXTERIOR D.L OPO. .d v FOR SPACBTO E 1 VENT W11M VENT WiDTH v 1/2'SHM WIN"vim 1dNfi DUAL VENT WINDOWS _ yq 3Q 1113111/S" remm ANCHORS j�SEE SHW MN ' .f iAujm T S• ELEV."M SPACING v, !1# n try s (10063-TS) W 3 iy aTfW-#L ANCHORS '/SEE El".FOR SPAM $ 1/4-" i+12 1/A%. O s � �N 0 WOOD STRUCTURE .' O I O 1 � g O.L Om EXTERIOR OIL OPO• 4 3; s VENT WIDTH VENT WOTH d 8 d W WIDTH W WIDTH _ loo SIDE BY SIDE WINDOWSO ;aqr:asmAtWNf F t_Tt 02 g �' law^ $ b Od<d6� 1� drawing no. Nt04-16 of 12 i . . .•. • . . ... .. .. . . . .• .• • . . . . . . • • . . . . ... . . . . ... NCHORS SEE EM.SHEET z TYPICAl.ANCHORS � SHEET 4 • •.• • •• • •.• VHoV FOR SFV4M FOR S'EC • • • •• • •• • M.SUCK 0 a a ••• i i ••• TVPICAL ANCHORS • • i•• ••• $ lz MR SEE El" SHEET 2 rw� 6K�W s 1/0 MAXSHIMS3 4 18 WOOD �.• 3 < N �•^� �/�\ a 0 WYdDWN WIDTH # �J �t`✓�y�/ n e i W O z z to z TYPICAL ANCHORS 8 z Q'i 4 PRODUCT RENEWED SEE ELEV.SHEET 4 �j �N L �CN11�I)'Jh$\14aJ Il<a Ftodfo FOR WPABZ (J N1 ACCESS HOLE ADCES$HOLE WOOD , 3g �a ' M •.Q P ° .. I 6° 4 e FLA.PE P TQ592 FS •..Q.,� .. , .o ° �: a •,��_` ' ° a a, CAN, TVPICAL ANCHORS v p '° a . f° q.. 1 •$ 1 M.SHEET z ° �0" 4 M1• ,.y dfOgillq RO. FON SPACM W04-16 tt '� . . ... . . . ... .. .. • . . .. .f • • • • . . . . • 2.028 1,826 653 . ... . .. . ... 7t• .a6x .062 tra. 1.939- r 939r .82 TP. • f • • • •• • • •• • • • • • • • • 975 ••• • ••• fff ••• f•f 2.665 Mo 1.375 L .082 2.625 .125 1.634 PPP 1985 .688 .078 1.366 .0162 L.... •• • • • •• •f• •• 1.736 7908 f.704- (2) 704 2 FRAME HEAD/SILL a HORM VAPOST tb VENT STILE U •• • • • • • ••• •• a�j FLUSH ADAPTER HEAD/SILL 2� -3A62- .oe2 6.724'''''''�""'� LL.l182� 781 pg2 .062 �• .125 t.7o9 2' 2.125 .W22 .626 �gC -1.280 2.8(W^---• S90 W t FRAME imm 13 VERT. NPOST .780 r -2 7 I- 312 FLUSH ADAPTER JNAB 2 N 2A)00 � 1.e75 _.�. Z Z Y{ 2.500 ill-4 8 o j._ .875 _1 OtAZ= INSERT .575 J12 22 1 PC 2.120 ---2.690 r-.ow 3 FRAME.Ili (FIX.) HEAD/SIAL(FIX.) 29 COWER KEY 735 1.2o3 -.I�.-.,lc o5orn+. �s7s .989 .507 .oat IM .os2 7.953 1.315 s d 912 2.187 ad Q 11 mod.• GLASS stop (FIX. CAM.a..) SNAP COVER (FIX. IAM. QL.) s 4610 ANCHOR CLIP 14 WPOST ANCHOR CLP .Ito � --77 � 07.m � ,1 trP �0 11" I �45 * IM'r 0 875 �_ fast MIS vRovWrltEwww � 9� 967 1 s3s p aaalalcxtUlmIstovl� IM AcczptatceAla , �T , 1. drotw no. �a2 12 .73e nsk - ` , W04 16 - uy MASS STOP(FDL LAM.IC UL CII..) SNAP C G R(FDL LAK USA.OL) 7 FRAME HRKiE VENT MOE r 0 .... . ..... ...... .... ..... Fri .. .. .. . ...... •••• : • ••• :••••: daft ar-oi-oa revstlne CM100 AUARNUM CASOO f WWW(LM.1.) A4FAROOQ CORRORAMON a RMODIRMmom=,/r.r c,aoi N �RwR{E mm stmt RC HOME SHOWCASE &PZE— � f o maa, M.PER etxe tx�mtts MA#A w FJ AVE N . vn Nano E „ rmvt Rtwta� 2970 N.W. 75TH AVENUE .ao�oaaseaa `. 3 $ MUA11, FL. 33122 ,ER t6ae6 FAx(ao•�9624 M �r ,os,.,, tw�ci�uca,yes sNar o'by% ,uuaN'.WiiE�/. 1.4•(308)382-6214 FAX{786}484^1382 CWdR-ANI,WQ4-S 6RC MIAMI•DADE MIAMI--DADS COUNTY,FLORIDA e 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 1'(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidede.eoyieconomv RC Home Showcase,Inc. 2970 NW 75m Avenue Miami,FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series 11RD45"Single Outswing Aluminum Entrance Door-L.M.I. APPROVAL DOCUMENT: Drawing No.W11-11, titled "Series RD45 Alum.Entrance Door(L.M.I.)", sheets 01 through 05 of 05, dated 03/02/11 with revision "C" 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 0000 LABELING: Each unit shall bear a permanent label with the manufacturer's mama or dao,.city+, stag..., series, and following statement: 'Miami Dade County Product Control Approveaf, unLss okaqvige noted • herein. 00.60 00 060.0• REVISION of this NOA shall be considered after a renewal application has bee4 f*0V*d and 1here6has bein..0; no change in the applicable building code negatively affecting the performance of"tlals►ploduct:00 000 0000. TERMINATION of this NOA will occur after the expiration date or if there hat U fik mvis,l'o'd bs chanW•• 000 in the materials,use,and/or manufacture of the product or process. Misuse of thi$g()6 as an eildorsement0 of any product,for sales, advertising or any other purposes shall automatically tdrmffi*this6NO4. FailqW..; to comply with any section of this NOA shall be cause for termination and removal ofWOA. :00000 0 0 0 0 000000 ADVERTISEMENT: The NOA number preceded by the words Miami-Datre County,•Ffd=iilda, and • followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shalt 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. 12-0410.17 and consists of this page 1 and evidence pages E-1 and B-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.I,. NOA No. 13-1112.07 Expiration Date: August 19,2019 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. 11-0421.0) 2. Drawing No. Wil--11, titled "Series RD45 Alum Entrance Door (L.M.I.)", sheets 01 through 05 of 05, dated 03/02/11with revision "C" 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, Side-Hinged Door Systems,per FBC 2411.3.2.1, TAS 202-94 and per AAMA 1304-02 along with marked-cup drawings and installation diagram of single aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI,-6381, dated 12/17/10, witnessed and signed by Jorge A. Causo, P. E., signed and sealed dated 02/14/11 by reviewing engineer Marlin D. Brinson,P.E. (Submilled under previous NOA No. 11-042X.03) B. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by AI-Farooq Corporation, dated 03/19/12, signed and sealed by Javad Ahmad P. E. •••• •.• 0000 ....�. (Submitted under previous NOA No. 12-0410.17) •• ••• ° 2. Glazing complies with ASTM E130044 '•'••• °• •••••• 0000.. 0000.. 0000 D. QUALITY ASSURANCE '0000° 0000. 1. Miami-Dade Department of Regulatory and Economic Resoumr*ERj••;•• see** 00. .. .. . 0.00.0 E. MATERIAL CERTIFICATIONS 0 • 0 0 •0 0 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPontp%NtmouR*&'Co.,Iuc. . 000.. for their"DuPont SentryGlas@ Interlayer"dated 08125/11,d9piring ou'0 W/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. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 13-1112.07 Expiration Date: August 19,2019 Approval Date: December 26,2013 E-1 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 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 10101/13, 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 letter for Test Report No. V17L,6381, prepared by Fenestration Testing Laboratory, Inc., dated 12/17/10, witnessed and signed by Jorge A. Causo, P. E., signed and scaled dated 02/14/11 by reviewing engineer Marlin D. Brinson,P.E. (Subndtted raider previous NOA No. 11-0421.03) G. OTHERS 1. Notice of Acceptance No. 12-0410.17, issued to R.C. Aluminum Industries, Inc. for their Series "RD45 Single Aluminum Entrance Door — L.M.1.11, approved on 06/14/12 and expiring on 08/19/14. sees ego 0 •6•••• .....• goes • s.gss 00.00. 0000 00000 .. .. .. . ...... g • • • • 0.0.00 :006:0 • • . • • 0 •eggs..0 •0 s Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 13-1112.07 Expiration Date: August 19,2019 Approval Date: December 26,2013 E-2 . . . ..• .• •.• . •• .• •. . .• •• • • ••• • • • • ••• he wow ••• •• ••• H 4'MAK. .•. .. .. SEE CHART HEAD/SILL • • • • • • •• • • ••• t z CORNMA • • • .r • • 116. WL NO.BP • • i • • • C •i• ••• 1RIAM6 PFew mxm •m mm mow PER Im _ 36' 3 1 42• 84' 3 ii /• 1 • 0 • • or 1/4`HEAT STREN'D GLASS 4 it % • • • • •RLt118 NNW •PER Uw Q 36' 3 n / • • • • • (1 .890`WEXAAVER 42' 98` 4 -__ ==T=' == • • •00 41 4 SENTRvQm BY*DUPOxr 46' 4'— 1 � p �. a a 1/4•HEAT STREN'D.CLASS 3' 4 36• 4 p; 42' 108• 4 st g6 '8` S '==Jz==�jt== ; 42' 98• 8SILICONE g DOW cow 785 38• 4 // �I 36' 4 41r 5 42' 120• 8 I• 1 48' 3 42' 108' S 48` 6 9 C @ 81 5. 1 , i 36' S v it I 42' 1V 6 48" 8 Q( \ \ t 4Y 120' 6 W to \u GLAZING DB7ATf. LOOKING Pams j SEE CHART z lM r SHUTTERS ARE RE REQUIRED.LARGE ME SMALL MIS59.E IMPACT. � THESE DOORS .i \\ i W 1 =� 1 -A SERIES RD45 e &9 0 ALUMINUM OUPS M ENTRANCE DOO SURFACE APPLIED mumna B 4 PORT S POINT B POINT APPROVAL AMES TO SINGLE UNITS OR SIDE BY SIDE (MULLED) MAY BE USED 34 3/8• TT LOCK LOOK LOCK COMBINAWIS OF FRENCH DOOR/FRENCH DOOR OR FRENCH DOOR O.L.OPG -1 1WITHOTHER APPRMD DOOR TYPES IN MODULES OF TWO OR MORE 44 3,.MAK 19 DOORS USING MIAEI-RADE COUNTY APPAQVED MULLONS IN BETWEEN. LEAF W7piH a+�caDM Woam6'' FLaMW. R LOWER DESIGN P FROM DOORS OR MUL.IRHN APPROVAL LEAF WIDTH - FRAME WIDTH - &SW w WILL APPLY TO ENTIRE SYSTEM, LEAF F1f ® FRAME HdGHYnuaftoaft - 2.8125' ! DOORS APPROVED FOR PWAL.LATONS WHERE WATER ONFXTRATION A P +PHo RESISTANCE IS REQUIRED. THIS PRODUCT HAS SEEN DESIGiNEO AND TESTED TO COMMY WITH THE L REQUIREMENTS �0��D� L��¢,,1 12 .0. �1 � e OF THE FLORIDA BUILDING CODE INCLUDING MON VELOCITY HURRICANE ZONE(HVH4 Oat Sm m8!' ORmmung128.0 PSF <m n AS AU.BBED - 1BY OR 28Y WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY tK TO TRANSFER LOADS TO THE STRUCTURE. N ANCHORS SMALL BE AS LISTED. SPACED AS SHOWN ON DETAILS,ANCHORS for am C�, t?�EOE�NT TO BASE MATERIA.SHALL.13E BEYOND WALL DRESSING OR STUCCO. FLA PE(709.2 N ANCHOR=OR LOADING CONDITIONS NOT SHOW IN THESE OETAI.S An NOT PART OF THIS APPROVAL NOTE: A LOAD DURATION INCREASE IS USED IN DESIGN OF(ANCHORS INTO WOOD ONLY. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) < drowinq MATERIALS INCLUDING BUT NOT LIMITED TO STEEI,/�SCREWS THAT AND FLORIDA BUILDING COMMISSION — REOUINTO CONTACT E FLORIDAOTHER DPSS CODE EIA SHAH MEET THE DECLARATORY STATEMENT WA05-DEC-219 REQIIREMEtNI'S�THE FLDL,OO.CODE SECTKNI 23.8.4. � sheat 1 of 8 . . ... . . . ... .• .. . . • •• •• . . . . . . . • • • . . • . • .•• . • • • • • • TYPICAL ANCHORS TYPICAL,woes MEMSEE ELL)NOM I BY V oR NOTE SHUT: t 2&r sTSmE FOR mcm OR LR{� tdcE DSR • •• • ••• �s :.�jl: .:0. V E0M a < Dbf 1 •• • •• • z a. `C .• • • • • • •• Elm�,• 'x•' 1 • • • • • • • • •'Mt. -4 • •• • • •• • • • • • ••• •• TYPICAL AN=CH= d S2 VI SEEEIEVAAL ANCHORS f�OR Kim d FOR SPACMO PENEIIIATION St E4 BOLT _ _ I E8 WOOD MOM AND METAL STRUCT11"NOT BY RC HOME SItOWCASE ii�� MUST SDSII�I LOADS IMPOSED BY OIAZ=SYSTEM AND 1 TRANSFER It"TO THE BUILDING STRUCTURE. .. < < TYPICAL ANCHORS: SEs ER.EY. FOR sPACWO 1 1/4` X 2-344:E>I X Inc-CON I (Fu-103 uta.Fy-157 al) T4• , � INTO 28Y WO00 BUCKS OR WOOD STRUCTURES w 0 1 1-1/2"MW. WO00 PENETRATION :3 9 THR U IBY WOOD BUCKS INTO MASONRY OR CONC. 1-1/4"MW. EMBED INTO MASONRY OR CONIC. DIRECTLY INTO MASONRY OR CONCRETE - g 1-1/4" MW. EMBED INTO CONCRETE N I M I I X OA. TEKS OR SELF OReLUNO_SICR£WS (t,mm 8 CM) g z " 9 � WTO METAL STRL�Tt)t3E5 Ee STEEL : 11B-THK. MW. (Fy = 36 KSI MIN.) ALUMINIUM : IN THK. MIN.(6063—T5 MW.) w (STEEL W CONTACT WITH ALUMINIUM TO BE PLATED OR PAINTED) M3 TYPICAL ED=RxsraxF INTO CONCRETE AND MASONRY- 2-1/2'MIN. Es INTO WOOD STRUCTURE - 1"MW. INTO METAL STRUCTURE . 3/4MIN. CONCRETE AT HEAD.SILL OR JAMBS Pc . 3000 PSI MW. Sit Tt C-90 HOLLOW/FUM BLOCK AT JAMBS Pm . ISM PSI MW SEALAMTS: log ALL FRAME AND PANEL JOINT, WS1'AUATIOd SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH WHITE/ALUM COLORED SILICONE. n � o VI WEEPHQLES: c. i Wt 1/2' DIA. HOLES AT 4- FROM ENDS AND AT MIDSPM Wt CMU. r? nA.PE �• : • :- • �-S �• � tecaa{dY�B�WaFtmidd � � � 8 '� • V• . • T » 9 +. j 400E oar TYPICAL ANCHbRS Ho t ,1,�. Irl 4!1l drowing no. —SEE t�E1r.FOR SWING W i l-11 P�w"n`Sa�� sR+eet 2 of $ . . ... • . . ... .. .. . . • .• .. . . . . . • • • . . • TrPmru.NADURIS • • • • • • • • SEE ELEV. • • • • • • • • • FORsracazc • ••• • ••• • Es TYPICAL AFS Mt E7 •• • • • •• FOR • • ' SPACING vt • i • • i •• _ • ••• •• d,R R METAL 8, 9 NOTE I _ • ° EXTERIOR 1 •; E8 E9 EXTERIOR 10 1/4'k40L M4 D.L.OPQ Lm=I" SHEET I LOW" $ W CHART -- w 7/16,MAX. FRAME vam 7/1B'MAK a LOAD BEARING LOAD WRING Siam VSEHM=CHART sm TYPICAL ANCHORS SNEER 1 FOR SPACING Li_ E3 e . a EXTERIOR SEE NOU SHEET i *> 7/18"MAX a m LOAD SEAIW SHIM RA,PE 78882 CAN.�7B mcomM711ez �mtm � S Ow30�CtMo ,� �� 8 KVO 1g 11 ita&ProWtN -- sheet 3 of 5 .. .. . • . .. •• . • • • . . • • . . . a75a f�1.7so+9 Orm 0 NWS RM. DEsadpSYON MAT661AL MANF/sOPPL1ER/REMARK 4 y .125 .too I ( E1 RM-O" i FRAM HEAD 5003-75 I1Lmn A E2 00-0024 _t • •• • • tG83-TB $ E3 RD45-022 2 • FRAISE JM6B • • •• • • 6053-T6 _ - -- ---- -- Z .126 2.125 3.125 E4 tt045-004 1 -T-` ---- �� Tg ----------- 4.000 E5 00-021 1 MF OBOTT011 9% ••• • ••• 8083-T8_ .100 E6 8045-006 2 LEAF LIGE STU _ 8005-75 - E7 RD45-002 2 VERWA JMiB STOP 8063-76 - Q 1.875-�•1 ES 8045-010 AS RWD. EB 11045-007 AS Koo. VOMM 8063-TS ' E10 RD45-017A AS REDD. LOCH` j • 4�0• 8006-78 - (� £1 ODOR HEAD M1 W3142INK AS REOD. • • • • • • _ 1912 E4 TOP RAIL M3 - 3 68'a 314 'a 4"SETtIRG BLOCK ----6•FROM'EM21 q8) �7$� M4 RD45-M13 4/LEAF HNNOOAP OFFSET HNGE ASSEMBLY 6005-75 SULINAN do ASSOCIAIM _ �4• _ M5 RW-M14 _-1 3/4"X 3/4'X 1/8"TOOK OVXNEL ALUMINUM AT THRERHOLO q �+ 14 100 M7 BAR BHT,2'LONG ALUMINUM - �1.4I{70 {I MB _ - - KM REDO�RCEM£gL 3-7/8'LONG-F-Ilp! ALUMgR01 - '� — 4.000 } 1750 M8 - _ PLIaE 7-5/8'LOS ALUMINUM - --...- Y1 V--0 0A DOOR W'SfRIPPDIC VOIYL }y 2.115 2.187 L V2 Y-on PILE 111711 INTIMM FIN .156_[= ISB St AS Rim. 13/8'-16 X 1-1/4"L0.FULL THREAD HXHD- = t PER COKER -4.125— S2AS READ. 03/8'-i8 X 2'lo.FULL THREAD tIXJ10.. I PER COKER S3 _ 4 12-24 X 3/4'LO.PHIL.F.H.MACHINE Sf2tEiV- 57 _HR16E IISTAUAMM SCREWS .158 HINGESTILE 54 AS RECD. 12 X 1-1(4'I.C.PH4.SMS. FLU ASSEMBLY FASTENERS 1.887 Sit AS MMI 012-24 X 3/4"FH MS ST _ E3 FRAME JAMB 4.208 ] 4 .i� 1.750 Ld A82L5 .]�{e(SEE LOCKING;SCHCD=SHEEt 1) Q Z •• 1.844 PLUSH MOUNT METALLIC MULTI Pw LOCK SYSTEM BY'HOPPE' 7t�s •T•o L--4.125--dPATH SLWACE MOUNT LEVER TYPE HANOLE AT 38'FROM BOTTOM •p N KEY OPERATED ON AND THUD TURN ON DOTERIOR. tvo� -6n LOCK FASTENED TO LOCK STILE USING (14)N6 X I•FH SMS D LOCK STILE KWU FASTED UNIC(3)#12-20 X 1-7/8'004 MS VERT.JAMB STOP .g82 KEY OPERATOR FASTENED USO4G(1)/12-26 X 1-7/6'ON MS !� �I H�. .tae 1.675 t�35 1 1 E8 t6 975 •100 PRODULIRENHIM O O 1.248 O 4.2507.750 3.750 aABseeptmMrio FRAME S INTERIOR GANG BEAD ZOO m d .682 FLA.PE 8 6!1M t.540 I.0w A82 ® 156 CJ1N.3S�; 8 8 -- 1.246 475 .781 � no. .125 - •1.750 �•I _ ."fjj drawing 1943-� � ;,- ,tn -LollWl l—11 SHEAR am E6 BOTTOM RAR. LS VERT. W. GLAZING BEAD O R*OQW OFFSET HWM I stet- of 6 sz ! 1 My /is-sa x s/a`FN MS v DOOR TOP CORNER LEAF TOP �j w 4 4 /12-24 x 3/4°FH MS� I=z il �o2 N 2 S1 � sa M7 1, pRppUCPH81'��Yi'-o911 ttl ii vyp1)a�n+lbUroFtorida t-� IA " oodo „ ituII9�as • f illodo O FM FT CAN.5638 DOOR BOTTOM CORNER r ? t MIAMI- MIAM-DADS COUNTY,I:LORWA e PRODUCT CONTROL SECTION DEPARTMMgT OF REGULATORY AND ECONOMIC RESOURCES OM) 11805 SN 26 Street,Room 208 BOARD AND CODE ADAMUSTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) www.minmidede.eorlmnomv RC Home Showcase,Inc. 2970 NW 75`s 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 alloyed 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 arras 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. RLR 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. DESCRr mom Series"RD45"Aluminum Outswing Entrance Door w/wo Transom and Sidelites--L.M.I. APPROVAL DOCUMENT: Drawing No. W04-37,titled"Series RD45 Alum.Entrance Dgcf.g,.M Ly, sheets 01 through 10 of 10, dated 05/09/04 with revision "G" dated 12/17/13•, pptared by.A Farogq.•• Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade£ounty Pmduct•Control .• Section Renewal stamp with the Notice of Acceptance number and Expiration:MW by the Mle"ade•4. County Product Control Section. • MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ••••.• :•••.• ,0*e• LABELING: Each unit shall bear a permanent label with the manufacturer's rima or logo•Vlly, state,---' .. .• . series,and following statement: "Miami-Dade County Product Control Approvgd;.Wess omerwrse nofeli":• herein. 0 ... ...... REVISION of this NOA shall be considered after a renewal application has bebn Wad and there..bas been i no change in the applicable building code negatively affecting the performance of Weis product60.' V • 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. 12-0410.18 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 'oA®N � LW,, Expiration Date: August 19,2019 Approval Date: December 26,2013 �2� Page 1 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA Is No.'s 04-060&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 h) 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. (Submitted under previous NOA No. 08--0613.07); 2. FTL4154, dated 03/24/04, VM 4155, dated 03/30/04 and FT"166, dated 03/31/04,all signed and sealed by Edmundo Largaespada,P. E. 0*0000 (Submitted underprevious NOA No. 04-0608.03) : .•. •••• *a..•. .. • ...... .. ...... B: CALCULATIONS 000:00 0 I. Anchor verification calculations and structural analysis, eorgpl y ieg witk�FBC 202@;••; prepared by Al Farooq Corporation, dated 03/27/12, signed'Md sea�ec % Java4•• 0000.. 0000 0000. Ahmad,P.E. ... . 0000.. (Submitted under previous NOA No. 12-0410.18) •. •• 2. Glazing complies with ASTM E1300-040 • 000.. 0000.. . 0. • .. ..... D. QUALITY ASSURANCE •0000 �.a • . • 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 ButaeiteO PVB Interlayer"dated 04/11/13,expiring on 12/11/16. Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No.13-4112.06 Expiration Date: August 19,2019 Approval Date: December 26,2013 E�-1 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMMED 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 10/01113, 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. 'l. Laboratory compliance letters prepared by Fenestration Testing Laboratory, Inc., for following Test Reports No.'s: 1. Y11-5390, dated 02/18/08, signed and sealed by Carlos S. Rionda,' P. E. (Submitted under previous NOA No. 08-0613.07); 000* 11. FTL--4154, dated 03/24/04, FT1,4155, dated 03/30/04 apd.FTL•4166, dated.... 03/31/04,all signed and sealed by Edmundo Largaespedaa�'. E •••. ; •; ..... .. ...... (Submitted under previous NOA No. 04-0608.03) ;• • 8. Proposals issued by Product Control: ••.. •••••• 1. No.07-2426,dated 05/08/07,signed by Ishaq Chanda,P.8'• ••••. ...... e... • • (Submitted under previous NOA No. 08-0613.07) . . ••••• 00 U. Dated 07/18/06,signed by Jaime D.Gascon,P.E. (Submitted uuderprevious NOA No. 08-0613.07) • M. Dated 12103/03,signed by Jaime D.Gascon,P.K .•. • (Submitted under previous NOA No. 04-0608.03) • G. OTHERS I. Notice of Acceptance No. 12-0410.18, issued to R.C. Aluminum Industries, Inc. for their Series "RD45 Outswing Aluminum Entrance Door w/ wo transom and sidelites-L.M.I.",approved on 06/14/12 and expiring on 08/19/14. Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No.13-1112.06 Expiration Date: August 19,2019 Approval Date: December 26,2013 E-2 • . ••• • • • • .. .• . . .... •• . •• . . . . . • . . . . HEAD/SpA ANCIM AT STILE ENDS Lot ••• : {6)iQ� t�11DIas 2-1/2'D.C. gMM{ 39 3/8'MAX. � • •44)FOR K ILM4 w%wv 7S 3/8'INgG � S FRAME WIDTH • • • • • • • FRAME WIDTH ---- ••• . •. . F 4 1/2'MAX 4 I/4"MALL HEWSILL CORNERS A •• • • • •• •�•• • A • • • • • • • 11. 2d1! to I I \ f♦11. 11 II t I 1 E q 11 W iiRRR ACTIVE ' I ' ADM J. p SURFACE= ACE F :z FALSE Fl aq¢� - KIINS MAY BE USED 23 314' WiY BE USED 25 11/16' 2S 11/18' D.L.OpD. Dl OPO D.L.OPD. n ��i555 30 3/4'YWL. 7Y MAX. SFRIBS RD4S LEAF WIDTH WHOTH 8 y� ALUUINUAI OTITSWING RNTRANCS BOOR (X) {XX) $ SIDLE (lQ AND OOUCLE (IOL) LEAF DOORS W/O TRANSOM SEE ABOVE. �NGIE (O/x)AND 00UBLE (o/)OL) LEAF its WITH TRANSOMS SEE SHEET 2. !s?w SINGLE AND DOUBLE LEAF DOORS WITH SIDELRES SEE SHEET 3.LOWER VALUES FROM SWELITE CAPACITY CHART OR� CAPACITY WILL MAXIMUM DESIGN LOAD RATING e 4 80.0 PSFvMILIA.IAPPLY TO ENTIRE SYSTEM. (FOR SMIS SHWN ABOVE OR SMALM) - 80.0 PSF ffis V V n THIS PRODUCT HAS BEEN MND TESTED TO COMPLY WITH THE AS AUA6ED 8r F8C l REQUIREMENTS OF THE FLOMA BUTLOIIG CODE INCLUDING HUGH VELOCITY -- --- v o w r• HURRICANE ZONE(HVHZ� 711E ARE kATED FOR LARGE SMALL MISSILE DNPACT, TO TRANSFER LOADSBY MUST BE ASD P ,Y SIHURERS A NOT.REGUII�L1. u y:+rte A o TO THE STRUCTURE. Y ANCHORS SHAH BE AS LISTED SPACED AS SHOWN ON DETNLA ANCHORS CVA EMBEDMENT TO BASE MATERIA SHALL BE BEYOND WALL DIS OR STUCCO. FLA PE 1 7oasrt ANCHORING OR MM CONDITIONS NOT SHOWN IN THESE DETAILS ARE OAR NOT PART OF THIS APPROVAL, NOTE: S A LOAD DURATION INCREASE IS USED N DESIGN OF ANCHORS INTO WOOD ONLY GLASS CAPACITIES ON THIS SHEET ARE MATERIALS INCLUDING BUT NOT LflITEo TO STEEL/h�TIU.SCREWS.THAT BASED ON ASTM E1300-09 (3 SEC. GUSTS) drosing �O COME INTO CONTACT WITH OTHER DISSDILAR MATiJ&AL5 SHALL MEET THE AND FLORIDA BUILDING COMMISSION W04-37 REQUIREMENTS OF THE FLORIDA BLDC.CODE SECTION 20MIL4. DECLARATORY STATEMENT DCA05—DEC-219 wheel 1 of 10 • . ... . . . ... .. .. . . • •. .• • . . . • . . . . • . DEetoN 1AW CAPACM-PSR wx 75 31ir MAX STNOLS OH Dottsts 31e WRANCE DOo88 WM TRANWMB FRAME 1+ • ••• • •• • ••• FRAME�" TRZ • • • vm -1P ItDIH-98 -e s o 33 3/B' • • • • •i i• • •i • 69 3/8' aTC86B mom DTL'm D.L.OPO. i i i • • • • • OL Me. 24 Smo 12"MAX. 4'MAX • • •i• ••• •i• •• 12'MAX. 4'MAX FEAO C EARS .o 43-4/8 et-s/a 59A 01 1 � �118.0 F ••• i i ••• •• ••• a4 SW • ••• • • • 69-3/8WA-3/8 3O >� S&0 r n i i i i i • i :I :: XS(Lo SILO 2480.0 BOA 1- �I •• • • • • ! • • II 11 C 75-3/8 30 80.0 80.0 __=-�c-___ $ _-=--1L____=S 37-5 11ao �o Fi - iT ci N ii d'✓24 80.0 4no 11 83-3/8 30 110.0 86A • 11 37-5/8 80.0 110.0 .- a a - 43-5 69.0 0.0 i' N 24 85-5/8 BOA 80A 89-3/8 30 BOA BOA II j rcc,37- WA BDA 11 - 1, v24 80,0 ANt2CO AT TRANSOM EI S �3/8 3O BOA 80.0 Q 2-1/2'0.0 i i \\ Z (5)FM INSTAL AT10NS 37--5 80.o som �, I _.(�I)NTO WOOD/w amm 24 110.0 �A _ / it 1 ON METAL STRUCTURES / IPOR DISTALLATIMI 1 1 \ W 30 BOA 800 53-3/11 11 / 11. - I 1 \ 37-5/8 80.0 �A 1 I 1 d 11. ,/ 1 {'� 1 1 G tV O 4324 81-5/8 88.0 M.0 �i�' 1 m --- 11 /• lV 24 eao 5oA 00-3/8 3D 80.0 OD.o J =_ i : _ f / w^n 37 Bao e0.o "�d ii h of 24 Bao SOLO 11 °i II x 75-3/8 30 e" 80.0 \ ii �'< \ ii / '� U 14` 37- BOA 50.0 24 Su a" 80.o 43-5/8 97-5/8 sm 24 � 80.0 M-3/9 30 80.0 80.0 At M'1ME 1 BwCTPfE I 1 A4TIIE 8 yy 24 TIT 75-3/ �30 110.0 FALSE APIsMUNI 8 SWAM APAIES 7T== ffi 3T-6 800 BOA Wt MAr BE usEo �3/4' '�, MAT a t�E0 26 t1/te• zb 1t/111' FRAt1E W✓aTH DL QAo. � OL ORO. DL OPO. n 35 3/4'MAX. 72'VAIL $ n as LEAF WroTH DDDR 0PlXi.WImN -- oowr.o (O/X) (O/XX) 4 pr:ae AHI! / 3514 g g- < � � btu, .• �•�IGj . CAX S $ b droalrlg ]�i dyWt (mm Door WtO N). 2 + 1-4/s - ¢ 1 72813WO4— .. .. .0 . . .. .. . . . ... . . . . ... O1OB11D1 IAA D CAPACI9'Y- P8F WAD/ALL ANCIIIM AT ENDS &'1DSIdTEB AT 2-1/-4/2`O.C. {� (S)FORWWAIiiTW DO • ... CLAN TYPB (4)FOR 015�AUiWNS 060 tlEU� gg LRE NND111 FRAME IIFltglf A' & .8. SIDEUtE TAD1H MAX • • • MAX. • .• • ••75 3!g' U ELITE wi10TH MAX 0 INd1ES .toffs ncrj+)/OIL(-) a6£CHART AT LEFT AT LEFT • •FRAtr]E SEE CWOtT AT LEFT 38-1/4 80A _ 2 1/4'MAX. 2 1/4'MAX • •_ .. • 311-5/8 81-5/8 - - 80A 41-1/4 80.0 21/2' �i21/2- 43-1/4 1/2'43-1/4 80A 2 1/2" !10,121.14. . . ... . 38-1/4 80.0 • • • • x-5/8 85-5/8 80.0 � •• � ��`.. �`•. � • ....�` w 41-1/4 ISA • 38-1/4 el-5/8 86Aa 38-5/8 80.0 ry II n 1 1 38-1/4 it II 11 It _ _ 0.11 01 / 1 1 1/ w wf9.. U a jj 11 1 1107� N II II \ 11 / OOfi II it 't� 1 1 // � "•n�NI�"� 7 11 M ===1k ===at i t // �KTj1 11 11 INacrl>ff ASE U 11 11 0. m -A Im T MT SURFACE MPLIED FALSE MUWr[NS-/ MAY SE USED OA.-OPO._._. O.L.OpO._ 25 11/18' 25 11/18' O.L.Om DL OFO. O.L.OPO. 72'MAX. OO�t OPNO WIDTH �1 (0) (OXXO) NOTE: 'a FOR DOORS CAPACRY SEE SHEET 1 g>g a q (MAX. DOOR FRAME WIDTH = 75-3/8" •u o m.d MAX. DOOR FRAME HEIGHT = 87 FOR SIDELITE CAPACITIES SEE CHAR ABOVE. 4 LOWER VALUES FROM DOORS OR SIDELITE ENyI Mm0 atOuo CHART WILL APPLY TO ENTIRE SYSTEM. p� CA AUVISMOND 12.T,(p �. �. W04-37 � •�, t Id01 . sheet 3 of 10 .. .. . . . .. .. . . . . . . . . . . . • • • •• • • ••• • • • • • •• • •i 6/32'TEMP.GLASS 04,0 • +/8'•HEIR STREMM GLASS • 1/4'AUR SPACE • •.• • 1/8'HEAT SU MO.GLASS BRERAYER DUPONT'BUTACRE'W+8 •• • • • 4A:ftw$Mft sass 'ATE'wB a • . . • • • • • •• • 1/a'w-AT wR DPa GLASS DOW jaSUN SWOONE t. �oCORNING� ED DOOR LEAF 47, GLAZING All AT j SF.STEEL METAL SPACER I; ST.STEEL METAL SPACER LACK OPTIONS SIKM Doom LOCK OPTIONS DQ RLL DOORS: 1 1 � i o Op m of AcrA�L�,u: \ GLAZING WAIL.AT 3 POW LOCK SYSTEM BY'AMEN" 3 POINT LOOK SYSTEM BY AMESSURle F r� � �i SIDEUTE 3,x.3 WITH SURFACE MOUNT HANDLE AT 38'FROM BOTTOM WITH SURFACE MOUNT HANDLE AT 38"FROM BOTTOM � I W Z AND DEAD BOLT LOCKSET AT 32'FROM BOTTOM AND DEAD BOLT LOCKSET AT 32'FROM BOTTOM am nm 'A' GLASS TYPE 'B' KEY CPERATEO ON EMM AND THUMB TURN ON KEY TED ON EXTERIOR AND THUMB TURN ON INTERIOR INTERIOR. INAETPIK IFAP GTAz= OPTIONS 2 POINT LOCK SYSTEM BY Y SHooT BOLTS ENGAGING,SIMULTANEOMY AT HEAD&BILL SUff'AO£MOM ACTUMM HANDLE AT 38"FROM BOTTOM amm OPTION `gp5 ACTPIE LEAK• 6 S 3 POINT LOCK SYSTEM BY'HOW 3 POINT LOCK SYSTEM BY'HOPPE' a WITH SURFACE MOUNT HANDLE AT 38'FROM BOTTOM VA H SURFACE MOUNT HANDLE AT 38'FROM BOTTOM 6T AND OEAD BOLT LOCKSET AT 32-1/2'FROM BOTTOM AND DEAD BOLT WOW AT 32-1/2'FROM BOTTOM KEY OPERATED ON EXTERIOR ADD THUMB TURN ON KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. IN1WWR §d INACTIVE LEAF S 8 tl N 2 POINT LOCK SYSTEM BY'HOPPE' tl e m r tl SHOOT QTS ENGAGING SIMIILTAN EOUSI•Y AT HEAD k SILL. SURFACE MOM ACTUATM HANDLE AT 38'FROM BOTTOM ascoreDlYl'B Ihew� Ftmide 11uiWim:C-ft -- MecQtan% O � dTaYfng ra. W04-37 A � L t ,d�� sheet 4 arto . . ... . . . ... .. .• . . . .. .. . . . . . . . . . . . 0 see tYPKJd.ANCNOR.a ELEWITIONS TTPTEAL AIDS METAL. SEE ELEVAFKW FOR SPACING: F SIG S�AC 'amu BUCK •. ..• STAWRWO we tet 1dt*ac . ... �r .. .� •lEjM z EO•E ••• • ••• ••• EDGE OLti7. •Wr • • • • • •VI •��iLj •• Q p, I 1 TYPICAL AKCHM SEE XLE14ATIM •'i •• a'! W SEE ELEVAmm M SPA= � FM SPACING ��Ef BIAT V4 f9 PENEIRATKNI WOOD INMJIS AND METAL STRUCTURES NOT BY RC HOME SHOWCASE MUST SUSTAIN LOADS WOW By GLAZING SYSTEM AND ti TRANSFER THEM TO THE BUILDING STRUCTURE. a • SEE El". FOR SPACING W �3 a 1/4" DIA. R6L'11 KM-4= K 1Fv-lea IM F"t57 KSI) $ O INTO MY WOOD BUCKS OR WOOD STRUIC!URES s a - 1-1/2" MIN. WOOD PENETRATION 3 4 o THR U 1BY WOOD BUCKS INTO MASONRY OR CONC. 1-1/4' MIN. EMBED INTO MASONRY OR CONC. n DIRECTLY INTO MASONRY OR CONCRETE 4J i3 1-1/2"MIN. DA13ED INTO CONCRETE O yq E9 ,'I a! GIA. MM OR SELF DRI t M INTO METAL STRUCTURES a N STEEL : 1/8"THK. MN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8"THK. MN. (6063-75 MN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) IYPX:AL.EDGE DISTANCE NTO CONCRETE AND MASONRY- 2-1/2'MN.INTO WOOD STRUCTURE - I'MIN. y INTO METAL STRUCTURE a 3/4'MIN. yH CONCRETE AT HEAD,SILL OR JAMBS Po .3000 PSI MN. �8 C-90 HOLLOW/VUED MOCK AT JAMBS Pm- 1500 PSI MN. iS SEALANTS: B^ I I ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND Iy fi © I I HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH 8 a a 52 Y7 WHITE/ALUM COLORED SILICONE. u c W a o E2 I I I I Qq$ uTAOMn $ 8 No 0 drawing no. Dom ANS ttt W04-37 SEE ELEV.TOR SPACM Prod sheet of .. •. . • . . .. . • . . . • • . • . • . • . .•• . • . . ..• Tau ANCHORS � V sEE EIEv. . .. . s �. ... .0 0 FOR :00 ACTIVE • • •••SEE 000 •.• O FOR 00 *00 •• ' ' 0 go• LOCHS SEE SHEEt a FOR DESORPiWN EXl'BRIOR LEAF WmTH s FRAME yppTM 1/2'uRx. gg SHS# SSE Lomas FOR MCAca.ANCHORSLEY SPAtIG SPS E3 o aFOR MORMON to E7 INACTIVE ACTIVE W mi vs -, ' t� Sa E8 Ar {.Al•. E8 DA.oPli. 1 O.L.OPO. Y1 4 T EXTERIOR WOOD SUCK LEAF WWTH LEAF WNTH a d� rpm&%VTH IL4 ►Wf a1 SHiM SEpll RA.PE 1 70M CAIC coae s , o c71.g drawl"$ no. W04--37 pump{nad6 '1 shed 6 of •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• TYPICAt.ANCHM SEE EL1:WiTgNS FOR SPACM ••• ••: • •• • ••• :` �:E06E�5L ` :` i i i• • i i•i e i ••i ' .. ... .. f1 V4 va �� •• iei i i i i i• •• � a 060 00 o 14X,' DRRIgIG SCREwS N 4'FROM EMS 13 HID ,t:'O.C.MAX. V4 yy ITI V4 Lj ZpW 9 14 E1 WHO V1 =Z ii Ti pj YNR Y4 � Et 4 •_,. mawplyinga1W16eF'todda w� (O/X) '•4j.. new 1, 01 O(a •s d (O/XX) o O Y V• • V4 �•. DL Ho 1 C.A.R i/s'MAx. TroasoM wi H ZW cIw VXTERIOR droeieg W04-37 . . .•. . . . ... .. .• • . • .. .. • ,YPxAI ANCHORS SEE aEWMONS . ... . .. . ... FOR SPACM . • • •• . .. . DID ••• . � • • • • • • • • • p a • ••• • e • • •• • DD 000 000 V4 41 E1 TYPICAL ANCHORS SEE FOR L J Es :.'. V4 a �0 V4 tY1 Y4 E8 i7j �N EO EXTERIOR O.L.OPO. O.L Ops. tom'y LEAF%WH t/z•MAx ---a ��ES SIDmm votH DOOR FRDW WIDI __-- f B sxut gk ES (DOOR W/ SMffE) 3 yq 19 • dN uow., O Et f cm FM ft $j yQp CAN.3678 •. a y� �y6�ga9hdeoFlarida y oxom `N. TYPICAL ANCHORS dfCatN1. SEE E .FOR SPAC6i0 ,— W044--37 a .n•kt�aaaam -. sheet $d 10 3.770 3.780 n=/ Numm no. 'm NAT=& NAILF. 4.�0 128 E7 T 6005-75 100 - h# . E2 NE45.024 * 1 Wow BRJ. 8063-78 - _ 090 2.128 1 ES 2 • • •• 6063-T6 - Z r� 3000 1.828 .125 E4 1/LEAF M RAI• • 6663-T8 - C� $ 2.125 1.813 E5 8045-021 1 LEAF •.• • BO83-T8 - ___ 7Nd a� .0� _. .� .TV E6 18)45-008 2/LEAF WW LEAF LOCX 617LE 8005-75 - 1135 Tom• 687 E7 RD45-002 2 VOMM-OWS STOP 8063--TB - 4 .872 II=2.610 6n4 1.875 -. IS= IeM VA4 EB a dIAZOIG*�AD(r0.1Mc4NN51R..QLASB 6663-T8 - -- W SX-0.673 sg a 1.363 87 7 ti RD4s-607 BD83-T6 - ----- n 510Et1TE HEAD/SILL SIOEIITE JAMB Eio RD45-01 std ACME tFAP . Boos M - Et TRANWM JAMB Et DOOR HEAD TRA AM HEAD/SILL tit R04"4 66 REt.0. scant► JAMB 8005-75 - gg 1.612 4.2� E12 RM-015 AS REOO. JAMB AT WE LITE,HEAD AT 7RW= 8083-Ts E13 R065-016 AS AM SW Wn •im 1.688 1� Et0 RD45-M AS RECD. DI SNAP CANER X666 .113 1.470 E20 RD45-030 AS IMOD. ANCHOR CLIP,8'LOW 6063-78 - 1.750 M1 R045-MOI 4 LEAF tBW�ASSUMY 8005-15 = 4.000 ' M3 W1a45-LW3 AS REQ. FLllsit BOLT AT 3 PONT LOCK 2.028 M14 W3138.RIC AS RE00. �Pa1O L2.1`15 7 1E8 M20 - 3/18'x 1/2'x 4'SErnINO SLOCX. NES 6'nm EACH END _F SNAP COVER LAME,OUROMETER 853E SWORE A di HINGE STILE M21 1/2'x 3/4'x 4'SEn=BLOCK NEOPRENE 8'FROM EACH END&M�PAN Cl 158 E8 DNLCTIVE LOU STILE .784 -.----_ - tABtE,OUROMETER 9835 SHOD A Z vF 1.887 [12 ROTE-013 4/LEAF W NO&P OFFSET HINGE ABY 0005-75 IE 2.262^4 �4" .878 W31421NK AS REDO.Wr4RH0 IIPPBdOFRAME JAMB 82 - 1.024 .100 1.218 � Q375T270 DOOR VfSTRwPB�IO FOAM Q-Lg4 V-159 OFFSET LB Yam.sSTP. PVC 1.780 V-008 MU iM'SW"10.OUROMETER 7535 Stp14E A PVC p�RG.IMV-3�1.750 GLAZING BEIM V-� PEROW DE THEAD-IW FINGERJ -(IAM. W-ux. MASS) As REt.0 63/8-is z 2'L.G FULL 1MRE'FAU HX.HD- - T P}R CANER in W .552 4/t�XI 12-24 X 3/4'LO.PNL F.IL MACM SL7LETi ST MINCE OSTALLATION SMAS � 312E h 4.1�� 88 AS REOD. 12 X 1-1 4'l0.PHri.SMS ST ASSEMBLY FASfE1ffR5 s C,-= 4.000 SM SHUT 4 FOR I.d2i8 OPS10N8 An BEBCRIP170N ryt •I� �t ACTfl�E LEAF LOCK STILE 1$46 .57E �S N 582 _,562 GLAZING BEAD g E4 TOP RAI. O (IAM.GLASS) yg� lam- -f .670 100 J � $ g .8� .87E A� 1.375 .002 7.750 d w .1851.995- d N Y C W Y O also 1 INTEIaoR SNAP c�Eli O FRAME SSI ;-3.570 8mwuccT .062 tLR WMD .C.AN.Ulm 447 1 I tkeFbtidu 542 _11 .180 IWIMInI 1.790 .825 ASA°ntto drgwinq no. W04-37 ANCHOR CLIP E6 BOTTOM RAIL n VERT. JAMB STOP Hamm Y`O ~�' `� �� 6tteet 9 0110 N • • • . • • • • �'x 2—i/2`uae t+iaTE x i/4` ••• • •.• • . . . . . . a 3 � LEAE TOP CWNER � g DOOR TOP CORNER TRANSOM TOPAMOM CORNER W =Z I will S2 P x 2-i/�•x i/s• j AlM a A a 000..o LEAF BOTTOM CORNER �:J'dD A9tliD � DOOR BOTTOM CORNER SIDEUTE MP/BOTTOM_CORNER !=Mm w •06pp �1-{ dra�rng no. 1 0'i4