Loading...
WS-15-2876 p tM Miami Shores Village r .W1k1 .:' IUtters s c 3� tr 10050 N.E.2nd Avenue NE 2tlilndo*ADOor R11, Cet111 Miami Shores,FL 33138-0000 Phone: (305)795-2204 .. i. p St:�t ::APp xcor;;v� € Expiration: 08/08/2016 .a_ Issue Aate� 1 Project Address Parcel Number Applicant 575 NE 95 Street 1132060140760 Miami Shores, FL Block: Lot: GUSTAVO&SHEILA LOPEZ Owner Information Address Phone Cell GUSTAVO&SHEILA LOPEZ 575 NE 95 ST 305/757-8118 MIAMI SHORES FL 33138-2731 Contractor(s) Phone Cell Phone Valuation: $ 11,500.00 DVG BUILDERS INC (305)506-7308 .._... _. . _.. Total 8q Feet: 0 Type of Work:REMOVAL AND INSTALLATION OF OLD WIN Available Inspections: No of Openings:13 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7.20 DBPR Fee InVOiCe# WS-11-15-57759 $3.45 11/13/2015 Check#:2782 $50.00 $218.10 DCA Fee $3.45 Education Surcharge $2.40 02/10/2016 Check#:2783 $218.10 $0.00 Permit Fee $230.00 Scanning Fee $12.00 Technology Fee $9.60 Total: $268.10 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compli nce with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the prop r authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work'. OWNERS AFFIDAVIT: I certify that tion is accurate and that all work will be done in comp`iance with all applicable laws regulating construction XV zoning. Fu uthorize the a e-n d contractor to do the work stated. February 10, 2016 Au zed gnature: r / Applicant / Contractor / Agent Date Building epart Ment Copy February 10,2016 1 s Miami Shores Village Building Department <'� 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Nov I Zo�rJ Tel: (305)795.2204 Fax:(305)756.8972 / \. INSPECTION'S PHONE NUMBER:(305)762.4949 �0 FBC 20 0-1 ,_ UILDIN \ 4,'� Permit No. PERMIT APPLICATION Master Permit No. Sk S - Permit Type: "66i JOB ADDRESS: -I + �' City: Miami Shores County: Miami Dade Zip: ''0 Folio/Parcelt Is the Building Historically Designated: Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): le `� Phone#: 6 7�7411 Z Address: 52-S_ Alt 4 k a City: M (7 a(VVI / S ore-5 State: F Zip: Tenant/I.es ee Name: Phone#: Email: ®(h. �m��� cou iVe VV(_G C.o� CONTRACTOR:Company Name: ( 1L vv►` lavie 1 Phone#��� /�®`� Address: 2 Z City: State: Zip: Qualifier Name: Phone#: �i State Certification or Registration#: Certificate of Competency#: Contact Phone#: �j Email Address: �1 ((4,_ Q7�e( (fJ� C� DESIGNER:Architect/Engineer: Phone#: s d� Value of Work for this Permit:$ I � ) 0 Square/Linear Footage of Work: Type of Work: 3ddress ❑Alte ation ❑New d ORepair/Replace ODelnolition Description of Wor`kk: Md V`q allit [ ✓) S �'q C�q, \C'n �/ L C4 _ �• or Uu Submittal Fee$�_ � Permit Fee$ Q 20 CCF$_ CO/CC$ Scanning Fee$ f Q Radon Fee$ ""4 � DBPR$ Bond$ Notary$—_® _Training/Education Fee$ R °`� y Technology Fee$ 0 Double Fee$ Structural Review$ J27' TOTAL FEE NOW DUE$_�( `�, ( Bonding Company's Name(if applicable) Bonding Company's Address City State Zip i 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 ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work ill 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 PAG 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 atta .hment. Also, a certified copy of the recorded notice of commen ent must be posted at the job site for the first inspection whic occurs seven (7) days after the building permit is ' sued. IWaence such posted notice, the inspection will not be appr ed and a reinspection fee will be charged. Signature SignaturOwn or Agent The foregoing instrument was acknowledged before me this The foreg 'ng in rument was acknowledged before me this day of Dc;t-- ,20,�,by S6�r^ Q�z day of ,20 S,by who is per on 11 nown to me or who has produced who is pers4i 91nown to me for who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: ak" AIIE GEPERO Print: T IE CEPER0 COmrt►.Expo Or+c 18,2018 ply Comm.Expires Dec 18 2� My Commission Expire M Commission r • V'Pr ►`�.. Commtsslon# FF 152662 y Co ' f. •iin" 8011dC4TIrOllghNa'iunalNotalyllSsn. y����►�,pp°.� mmission #FF 15286 �, _ a„.r• Bonded Through National rAlwy; APPROVED BY "Z o i Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) 10/16/2015 Workspace Webmail::Print E JC,HQ,& C0flJTRACT Corporate office& showroom 9282 Bird Road. Miami, FL 33155 Office:305 264 0992 -Fax" 305 264 0964 www.Anchorimpact,com Anchor irnpa�dt is a v iv,sion of DVG Sofldpr.r, State Florida CGC 151 X42-37 GUSTO ir JOB LOCATION: "- i "! 'e wCw e`2 ADDRESS: 4 j g ADDRESS. CIT : STATE; ZIP CITY STATE:. zlp" DATE- SALESMAN CUSTO 't`? PHONE 9 CUSTOMER CELT #: EMAIL. e� ANCHOR IMPACT & DVG BUILDERS AGREE TO I� 3N QUOTE FURNISH THE FOLLOWING. f# y fo ! t -C Z _ i L E, https:Hem ai 109.secureserver.net/view_pri nt_m ulti.php?ui dArray=615811N BOX&aEm I Part=0 3/4 10/16/2015 Workspace Webmail::Print h { ' �y I 'r,i .0o y ^ ve ANY DETAIL$,MATER IAL1S,ANpttlR StY10ES NOT MENTIONED IM TN1&CONTRACT WILL NOT BE INCLUDED,- CONTRACT TOTAL �. 5w, � tmdm�aa rm 5eee nwuwa»z*+acr:q..�x.tr h nrtrr✓t. , �s,� v�u�t�TtaxtmcwLtVFCtro..t+iNMq�++umaww»>ae�*a��r.ene�rat°�saARlsa�an�+�uG'�+n --- rrmya tueaear `uwwm��a.,w ..+wxd MrcM+cai. DEPOSIT �YnM,�gnb �g+b�rA#x�C.aMa�rh � d�4 .+54.>9�ypb3l4W'7mwpw.yrsN�6rM�}tbtia ,.� ti .� Infs�,rwy,f,7gnp ,bNw+ssed%yE�, � � +s45+rss.aaq su��srrm�+�r.rat+e,eer k1 Bsx.y, srM1oa�Rara?�q+rs�my�sirrW+a� �w..i«.uvrfu.sae.*n.+o.m,�ennrMa�vy.�4+i��.a+ew� ��y s•va+.�ew.arr..a«+ar .xswaewnxA§,yr„ ', J jt "'+ � s�.'7;�entruv oe` urs.�ua�u avaun+o.•e«.aaw ass prs�mag++�w�rR`.� � DUE I31M CO ETION -!ams xaweA kes rues nese mwWxs�s wss.�dh::�pxs� :sl+M�W+'k+s �r � ENOINIEERING y f an.Npury�<+f�� r�asea•u*4se tWY N�Str 5elY#a brace .� rx #a*a.. a s�a* rr wawa�a� Ms r�wa wasm^•uF�?w h.+.,: + � t+`+� x'ef.4Kc99PMP f, PERMIT FEES 8 NOC TRO *WECUS1060 YELLOW Wrf Wk1C NB1AiiF1F 41 )1 0 ) - 1 -77 17-11 (� 2z a� T .. .Mobile, this mnssagn was sunt to you by a T•Nl bilawiroioss phone.. Copyright©2003-2015.All rights reserved. https:Hemai 109.secureserver.neUview_pr i nt_m ulti.php?uidAr ray=61581 IN BOX&aEm I Part=O 4/4 10/16/2015 Workspace Webmail::Print hvw• .-s f Gt.Inc, 7292 Bud Road Miami,FL 33155 US (305)264-0992 i mike6anchoompact,mm "'Wan,hOhmpad r O r e ADDRESS SHEILA LOPEZ ESTIMATE 1061 755 NE 957H ST "= DATE 09/22/2015 MIAMI SHORESQry. riatwfth Instal - ' � „ _. AM LLER HRIQO(74 X50 5/ily XD,WHTE FRAME,CLEAR GLASS,FULL VIEW 2— 1 928-00 Ntatarts,with Installation ENCH WDR9 X SHARDWARE CLEAR i ASS,FULL SYSTEM r 1 t 00H TE INNAYER,HOPPEEURO WITH X,LEFT HINGE,WHITE 3 POITLOCKING IN SATIN NICKEL FINISH, 09QZ7015; Matsriat with Installation HROLLER-HR100(50 X 60),XO,WHITE FRAME CLEAR GLASS,FULL VIEW 1 860.00 G9r22,2 75 Material with Installation HROLLER-'HPIOG(79 X 60),XOX,WHITE FRAME,CLEAR GLASS,FULL VIEW.EQUAL LITES 2 1678 OC, t79t2212fi15 Material with Installation HROLLER-HR100(37 X 50 5/8),XO,WHTE FRAME,CLEAR GLASS,FULL VIEW 3 2,020.(-01 09/2212015 Material with Installation CASEMENT-04100(37 x 50 5/8),X LEFT HINGE,WHITE FRAME,CLEAR GLASS,FULL VIEW 2 1 612 00 09122-'2015 Material with Installation SINGLE HUNG-SH75(191/8 X 38 3�8).WHITE FRAME.CLEAR GLASS,FULL 09,122)2015J2015 Material with Installation 275.00 HROLLER HR1G0(37 X 50 5N,XO,WRITE FRAME,CLEAR GLASS,FULL VIEW 1 669.00 REMOVAL AND INSTALLATION IS INCLUDED RC HOME Si i�,,'+,'v'ASF TOTAL BRAND IMPACT WINDOWS AND DOORS STUCCO AND DRYIVALL $11 ,500.00 PATCH WORK IS INCLUDED- ENGINEERING AND PERMIT - PROCESSING FEE$175 00 ANLL PERMIT FEE IS NOT INCLUDED THESE FEE'S WILL BE BILLED TO OWNER ONCE Pft0CES D, �r z Accepted By W Accepted Data f / I k 'awlity&Peace of K41no j not CXWSn`e.It s Priceiess`Tbank ycru for your txusmsss https://em ai 109.secureserver.neVview_pri nt_m ulti.php?uidArray=61581IN BOX&aEm I Part=0 2/4 i WIND LOAD ANALYSIS COMPONENTS AND CLADDING BLDG.: LENGTH=54' WIDTH=51' HEIGHT=15'(SEE SKETCH BELOW) BASIC WIND SPEED=175 MPH WIND STANDARD:ASCE 7-10,FBC 2014 5TH EDITION EXPOSURE:NON COASTAL BLDG.>60 FT. BLDG.<60 FT. BASIC WIND SPEED V: 175 MPH IMPORTANCE FACTOR 1:NA EXPOSURE CATEGORY :C RISK CATEGORY :2 MEAN ROOF ELEVATION H :15 FT. TRIBUTARY LOAD AREA A :10 FT' ELEVATION OF OPENING =15 FT. Kh= 0.85 (TABLE 6-3,PAGE 79) Kz= 0.85 (TABLE 6-3,PAGE 79) Kd= 0.85 (TABLE 6-3,PAGE 80) • Kzt= 1.00 (TOPOGRAPHIC FACTOR-FIGURE 26.8-1,PG.252) ••60:6 • • • • 0000•• VELOCITY PRESSURE Qh=.00256 Kh Kzt Kd V'=5657 PSF M • • •• VELOCITY PRESSURE Qz=.00256 Kh Kzt Kd V'=56.57 PSF •• • i•••i• • .0.0•• • 0000•• GCp COEFFICIENTS (FIGURE 30.6.1,PG.348) 0••0•• • • • ZONE 4=+1.00-1.10 0 0 0 0 • • • • ZONE 5=+1.00-1.40 0000•• 0 0000• 00.00 GCpi COEFFICIENTS=+ .18 - .18 (TABLE 26.11-1,P258) *•••0• • • ••••• DESIGN PRESSURE P=Qh(GCp-GCpi)x.6(AS PER FBC 1609.1.5) 0••••• • 0 0 DESIGN PRESSURE P=Qz(GCp-GCpi)x.6(AS PER FBC 1609.1.5) • 0 • • 00••0• •0000• ZONE 4=+40.1 PSF/-43.4 PSF 0 • • • • ZONE 5=+40.1 PSF/-53.6 PSF000 0 • • •••••• •• • JULIO E.GONZALEZ,P.E. SCALE: NONEy CHECKED BY: JBD PROJECT INFO: CLIENT: DRAWN BY: /OjA y ISSUE DATE: 1028115 LOPEZ RESIDENCE [ f ANCHOR ' LMPAL 575 NE 95TH ST. DESIGN STATE OF FLORIDA SHEET# MIAMI SHORES,FLORIDA NO.37275 7292 BIRD ROAD MIAMI,FL 33155 �ae�=4o>`.oiieS° COM MI®DUDE MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ,hww.miamiaaae. economv RC Home Showcase,Inc. 2970 NW 70 Avenue Miami,FL 33122 SCOPE: This NOA is being issued tinder 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 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 #'AJ may immediately revoke, modify, or suspend the use of such product or material within thUr jurisdWIdn. RER•••;• reserves the right to revoke this acceptance, if it is determined by Miami-Dade Loulty Produce*Qontrol• • Section that this product or material fails to meet the requirements of the applicable��} law code. • This product is approved as described herein, and has been designed to comply vjUthe F1orjgL%1Duilding••••; Code,including the High Velocity Hurricane Zone. 0000* '00000 00000 DESCRIPTION: Series"CM100"Outswing Aluminum Casement Window-i'.M.� 0.0 0.0 APPROVAL DOCUMENT: Drawing No. W04-16, titled "CM100 AlumUWU Casement.Window� o. (L.M.I.)",sheets 1 through 11 of 11,dated 03/01/04,with revision J dated 11/10/15, Are�ued by Al-Farooq..0; Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product'Control Section Revision stamp with the Notice of Acceptance number and expiration date by the.MhKI-Dad; 0 County Product Control Section. 00 • MISSH,E IMPACT RATiNGJ Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami--Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.13-1112.10 and consists of this page 1 and evidence pages E-1,E-2,E-3 and E,4 and Green Sustainable Attribute(G.S.A.)page G-1,as well as.approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15.0416.02 1AMq Expiration Date: July 29,2019 AFROVED t Approval Date: January 14,2016 j�q'1I(P Page 1 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11.0932.06) 2. Drawing No.W04-16,titled"CM100 Aluminum Casement Window(L.M.I.)",sheets 1 through 11 of 11,dated 03/01/04,with revision J dated 11/10/15,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 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,anJ gbAS•202-94• •• •• along with marked-up drawings and installation diagram of AA:80tswitig alhminum••••• casement window, prepared by Fenestration Testing Laboratory,Jjc., Test Report No.•... FTL-6439,dated 02/21/11,signed and sealed by Marlin D.Bflsola;P.E.•....• 00.00 (Submitted under NOA No. 11-0922.06) 00:99: •• 00:906 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94'• •• •' ••••;• 2)Uniform Static Air Pressure Test,Loading eerViC,TAS 202-94 ••• • 3)Water Resistance Test,per FBC,TAS 202-.94 . ;... • 4)Large Missile Impact Test per FBC,TAS 2110)4 *see : 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 •••• 6)Drop Load Test(400 Ft. Lb.),per ANSI Z97.1 along with marked-up drawings and installation diagram of an outswing aluminum Casement window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5867,dated 05/02/09,signed and sealed by Julio E. Gonzalez,P. E. (Submitted under NOA No. 10-0426.09) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per FBC 2411.3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of aluminum casement window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-03-1346,dated 09/16/03, signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted tinder NOA No. 06-1130.01) Mande-]Pez, .E. Product Control E a ner NOA No.15.0 16.02 Expiration Date: July 29,2019 Approval Date: January 14,2016 E-1 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNTiNuED) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of aluminum casement window,prepared by Hurricane Engineering&Testing,Inc.,Test Reports No. HETI-03-1848, dazed 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 NOA Na. 06-1130.01) 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 pf pfWninA•eaiement••••• window,prepared by Hurricane Engineering&Testing,Inc.,Td9t RBports=p.•. •, HETI-03-1350, dated 10/14/03 and HETI-03-1344, dated qjn;rI03, alt si&ined an$" sealed by Rafael E.Droz-Seda P.E. •••••• (Submitted under NOA No. 06-1130.01) •••• •••• ..... ...... .. . ..... C. CALCULATIONS 1. Anchor verification calculations and structural analysis, ccpnp;0" with %BC 5**00:6 Edition (2014), dated 03/31/15 and 11/090/15, prepared by.Al-Farooq r6r'13dration, . . ...... signed and sealed by Javad Ahmad,F.E. •• ••;•• • 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "ButaciteO PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. Mauu er z,P.E. Product Cont of E miner NOA No. -0416.02 Expiration Date: July 29,2019 Approval Date: January 14,2016 E-2 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FRC 5'1 Edition(2014),and of no financial interest,dated March 31,2015,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No.FTL-6439,dated 02/21/11,issued by Fenestration Testing Laboratory,Inc., signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 11-0922.06) 3. Laboratory compliance letters for Test Report No.FTL-5867,dated 05/02/09,issued by Fenestration Testing Laboratory,Inc.,signed and sealed by Julio E. Gonzalez,P.E. (Submitted under NOA No. 10-0426.09) 4. Laboratory compliance letters for Test Reports No. HETI-03-1346,dated 09/16/03, HETI-03-1848, dated 09/17/03,HETI-03-1856,dated 09/17/03,HETI-01;1§59, dated 01116/04,HETI-03-1350,dated 10/14/03 and HETI-03-1344,dateU091t2/03,...... issued by Hurricane Engineering&Testing,Inc.,all signed and-sealed b%Rafee I E. • Droz-Seda,P. E. "':00 0099" 0000•• • • • (Submitted under NOA No. 061130 01) ••••0• - 0000 0000 . . 0469 •009 000.0 G. OTHERS 00:00: •• • 90:606 1. Notice of Acceptance No. 13-1112.10, issued to RC Home'Shttwcase,ht;.-for their Series "CM100" Outswing Aluminum Casement Windov;"7, VI.I.,�apProved on • 12/26/13 and expiring on 07/29/19. •••••• 2. Simulation Performance, Solar Heat Gain Coefficient, Vis&C Transmittance, :r": Condensation Resistance Calculation Report on: 0• 1) NFRC 100-2004 "Procedure for Determining Fenestration Product U-Factors" 2) NFRC 200-2004 "Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence" 3) NFRC 500-2004 "Procedure for Determining Fenestration Product Condensation Resistance Values" Using computer simulation in accordance with NFRC: Frame and Edge Modeling: THERM 5.x, /WINDOW 5.x NFRC Simulation Manual (Approved at test date), of a RC Aluminum Series "CM100" outswing casement aluminum prime window, along with attached drawings and bill of materials included in Appendix A, marked-up by National Certified Testing Laboratories, Test Report No. NCTL-110-12449.01,pages 01 through 07 of 07, dated 11/12/09,signed by Richard A.McVicker III, Simulator,and Steven H. Coble,NFRC Accredited Simulator,Simulator-In--Responsible-Charge. all Man el P ez P.E. Product Control V! finer NOA No.15.0416.02 Expiration Date: July 29,2019 Approval Date: January 14,2016 E-3 RC Hoene Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS(CoNTiNuED) 3. NFRC 102-2004 Thermal Performance Test Report on: 1) NFRC 102-2004 "Test- Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems" Test report of a series RC Aluminum's Series "CM100" Outswing Aluminum Casement Prime Window with Low E and Argon, along with submittal component drawings,with applicable part numbers,manufacturing and modeling details included in Appendix A, marked-up by National Certified Testing Laboratories, Test Report No. NCTL-110-12450-1,pages 1 through 4 of 4, dated 11/30/09,signed by Christian J. Mitchell,Technician,and Robert H.Zeiders,P.E.,Vice-President Engineering&Quality Person-In-Responsible Charge. 4. Recycled Content Determination Report on: 00*0 Name: Casement Window CM100 • Raw Material: Aluminum '..' .. Including letter from Fundiciones Industriales S.A. (PISA}• date% *W22/10;...:. certifying that the extruded aluminum products containeCl••3wo recycled scrap,,,,; material,signed by Henry Kronfle,Vice-President. •• • . . . . ...... . .. . .... . . Manue er z,P.E. Product Contof E miner NOA No. -0416.02 Expiration Date: July 29,2019 Approval Date: January 14,2016 E-4 RC Home Showcase Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED GREEN SUSTAINABLE ATTRIBUTES GSA SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials.The documentation submitted has been reviewed by Miami Dade County Product Control. _ :R3aCi'CL�D:C�INTENT L;B[4-BASED RE TE _ ;.... %Recycled %Recycled %Blo—based %Renewable Material Component Name Content at at Disposal Material anuf. 1. Window Aluminum 30% 100% N/A N/A G.8 U=RACTQR._ THERMALTRANSMITANC1 20 9 SHGC .k'ACTOIi, St�LAR�A�GAIN CO1J]FFZ.IEIY - YI51iaLl LIGII�C MOM-AT NQRMAll.Y TCII)ENCE # �f .• �'� CONbEiV.SATION�S�S`TA11[(E .._. .._.: ---- � :-.-_:, . _.... :_......_ .:. i��r;��.� s f�+:' . •••• ID# Test Product Glazing Components: �" HG Y� Cly ••• Report#: Number a'�� SHGtf , • Base line ••• Product 000 5/32 CLR 240#2—SS—D ARG BRZ-1/8 090 PVB 1/8 Ad&• 0.19 .0.b9 17. :..' • • • • 1. 001 5/32 CLR 240#2—SS—D ARG BRZ-1/8 090 PVB 1/8 Fig,j 0.19 0.rg 17 • 2. • NCTL 002 5/32 CLR_240#2--SS—D ARG CLR-1/8 090 PVB 1/8 0.62' 0.20• 0.?,5 3. 110-12450-1 003 5/32 CLR 240#2—SS—D_ARG GRN-1/8 090 PVB 1/8 1.6�.• 0.19; '-6.f'7 17! 4. 004 5/32 CLR 240#2 SS—D ARG GRY-1/8 090 PVB 1/8 0.'62 0-19-"4M23, 1 y' ' Le end Abbreviations: Description: SS—D Desiccant—Filled Stainless Steel Spacer 240#2 Cardinal Low E 240 @#2 Surface T_ypical ARG 90%Argon PVB 0.090"Poly Vinyl Bu al PVB interlayer CLR Clear Glass BRZ Bronze Tint Glass GRN Green Tint Glass GRY Gray Tint Glass I..T. Component Name C--Value 1. Whole Window L94 t �l Manuel fer ,P.E. Product ControlVaminer NOA No.15.0416.02 Expiration Date: July 29,2019 Approval Date: January 142016 G--1 �u a 8� n o � a Villou 0 CM100 OPERATINCi/ElIM11 ALUMINUM CASEMENT WINDOWS z FOR FLANGE FRAME WINDOW CAPACITY SEE SHEETS 2 &4. fW�/ Z FOR FLUSH FRAME WINDOW CAPACITY SEE SHEETS 3& 4. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 0 a a REQUIREMENIS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY f = e HURRICANE ZONE(HVHZ). moi"M ca W WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. p Z ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS o =o'" EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAIL DRESSING OR STUCCO. U ANCHORING OR LOADING CONDOIONS NOT SHOWN IN THESE DETAILS ARE o N NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE MGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME WTO CONTACT WITH OTHER DISSIMILAR MA RIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. °o APPROVAL APPLIES TO SINGLE VENT WINDOWS OR DUAL VENT WINDOWS USING INTEGRAL IMPOST. • • • • • • • • • °ods" MULLION CAPACITYFOR THIS OPT" • • •• • • • • • ALSO TOP AND BOTTOM COMBINATIONS OF FIXED / SEP SEPARATTe • • • • • • • • • THEA WPARE ARE EOT�FOR LARGE&SMALL MISSILE IMPACT. � AND CASEMENT WINDOWS USING STACKING / MULLION NOA •• ••• •• • • • •• SHARE NOT REOUIltEO. HEAD/SILL WITHOUT MULLION. \ \ Emr.JAVAD ARM PRODUCT REVISED FLA PCIVIL 70992 0scmMlyl9jwishOroFlMda • ••• • • ••• • CAN. Dailding Cade I �, / • • • • • • • • • • Accctumu�No� ALSO TO SNE BY SIDE COMBINATIONS- • • • • • • • • • • i�ati [+� rti OF CASEMENT/FIXED, CASEMENT/CASEMENT / EE& / ' •• • • • • • • • • • OR WITH OTHER WINDOW TYPES INp \ • •• • • • • • • • • D)' 4 •• • • • • • �tiann r,de Praduel drOwinq no. MODULES OF TWO OR MORE WINDOWS \ \ WO4-16 USING APPROVED MULLIONS. I1 2O1 RATING OF FIXED WINDOWS UNDER SEPARATE NOA sheet of�� • • • • • • • • • • • •• •• • • • •• •• ••• 6 • 6 ••• • • . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . l t w Z 38a�re 91— om \ ou 61nAwP P>romd imqw • • • • • •• i FB S�Oz j • • • • • • • • •• • M w \\ • • • • • • • • Q amp msdxg • • • • • •• ••• • • • \ NNWd SV W^4wLsa 3d VU aadslA9alanpoxl B"" SMoamii awvHa af)R i \ e \\ 4 J33HS NO NMOHS SIHVHO •• • • • • ••• •• c+ SU SV 38 Ol SMOONIM 3S3H1 BOA SONLVH W-1 NO1530 • • • • • :0. • • / a /I / e�� I s II/ e x e SH3NNOO Ym/GV 3H £i 7r;' 4 J33Hs INWO 33S HIMMOONIAI HlOVA MOONL% F p NOM JO 33015 HM IV 7MV.L£ 'I"SHO .L£ N W" ONLL SN3NW3 i 133HS 1NVHO 33S S83NNOO 'MUM IN3A 31 S83NH00 i N 4 133HS NO TOS/am 1SOdMl d0 3015 HOVd XV ns/cm TILS/wH A N p s>.avHa 335 SH=W OMI S •xvA.e/s s '�* •XVW.e/s e y Swlod 9001 .9/" �y XV".S/s e _• .c a z / • P II % II % O N A A j II ! II ON - -4 N +!•J • I �I I� '00 N A i lo 1 lo ¢ , 'I NOmnM I \ 150d1d4 II 41- i I I 8 I e \\ a li /it 8 L / L 3 o b / \\ /T e t�A 8 11. v I I v y I a N •.,gyp-Ta 'Od6"I'0 'Od0'TO Od0'TO T0 �I 0361 38 AVM1".s/1 o£ 1 0£ 'SVM.9b or •xm.8/1 Or SNUNM 3SWA •xm.a/t or § Z HLOIM JN3A HLOIM JN3A MOM AN3A H10M4 1N3n HLOIM 1N3A fg w' Tm We sr .e/r cc xaM.s/£sr WR We s£ iY MOM MOONL% H1QIM MOONIM - R A� ruMosNu+ H1MosNUa .4L •xYM.c£ . . ••• . . • • • .. .. . . . .. .. •. . . . • . • • • • • • • • • • • • • ;o £}s•ys '111S/OY3H ll�is/Noam nIS/OV3H nOO �is%a�Y30H 9l—t�OM 5402 ' X AOt� x»v z/t 9 •xYw.ro/r s xYw.z/t 9 "—'I `� .V/r s ou Bu�nmp t w is ••• ••• ••• ••• ••• • •• q • • • • • • • • •• 0 \ • •96 • • • .00 • • • LN 9 \ ON ooltmd=v g MMIA Wt qua NU pllnw v�'s 3a sAioaNI64 Hw 2H3 HSfl'I,� ••• \\ aaslnaalanaoul amwA '+•+3 v' \ b SiWM133HS NONfhDHS ••• • • 00. ••• ••• ••• SONVN GVDI NOMaHad SV 38 01 SMONIM 3S3H1 Nod \\ 000 • • • • •• • R\ \ g nc • • • • • • • • • \ - / pu4u •• • • • • • ••• •• i \ , � tN 0 � 11,J33HS IMO 33S HLOIM M06NIM HHIMM00MM Fe Fe m p StlO M.40 033DIS HOV3 IV WR Lc wn•Lr S03NNOO �I' SUM103 to ; 4 MHS No SN3Na0O v MHS 1NVHO 33.5 nIS/Om Tus/OV3H Ts/Om e N SINVHO 335 'ISIS/OV3H 19OdM d0 3015 HDY3 IV a slNloa xlaDo� _ .r WN.ro/r s saoHDNY oM1� �.s naw.ro/r s xYN.zlt 9 xYw.ro/r s mrrI O II It G p1�S iI-� t Ii N P= P 8 d,gyp NomnN H tV lY g VV 9j 'Od0 7'0 'fld0'l'0 t.: Od0'TO IP Od0�10 _I 03Sn 3a AYw '0d0 l'0 y p WR.8/1, or 'Xpty.s/t or XVA.e/t or •xaw.e/t or SNNNnw 3SNe 'xYw.4/t or RIMM" 11.112A (� KWYA 1N3A H101M IN3A H10VA 1N3n 'Xaw.9/r sr •xaw.S/r sr •xaw.s/r sr •xaw.9/r sr i „9/r sr H10U5 MOONIM H10M1 MOONMt H1oU5 MOONIM SIMS xYw.cr xaw.cr •xaw.roc xaw.cr DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSF t1l SIDE BY SIDE SINGLE VENC wDlf6. DIRECTION OF DUAL VENT WINDOWS SINGLE PENT WINDOWS A• GLASS TYPES'A'A'B' VENT N OWE TYPES ��OW DIMS. GI~A�k TYPES �Y WINDOW DIMS. I R 8 WILL I.%4 MULL WINDOW DIMS. 'A'A'B' ��+' =i 0 _44) ExL(+) yy Iy WfDrH(w)HEar�rt(H) °R'(_4) wwH(IN)HmHr(H) IRL(-) p g 119-1 r HEIGHT(R) M.0 01T o 37• BOA) �---w--� Is-t/B• 8oA f°--w to-f/B• eoA no 1 1 I 1 p 24' 80.0 80.0 48' BOA 24• WA 26-1/z• Bo.o BOA 9S-R/8• 80.0 / \ 28-1/Y 80.0 30• 80.0 80.0 // // BO' 80.0 F \ 30• �• BOB 37, 38-3/8• BOA 80.0 N / / n' 38-3/9• 80.0 8D.0 42 60.0 80A / u• Bo.o JMB�ST \ sz• BOA ,. _ ,. 48' BDA = 48' 80.0 80.0 = N ii /i 84• 8a0 .i 63-1/8• �.0 80.0 \ : \ : : 98• Sao \ / 53-1/B• 80A 19-1/8' 80.0 80.0 \ \ \ / 19-1/8• s0A Y 0� 2e 80.0 90.0 \ \ 37 no \ / zs2i/z' 8$0.00 29-1/2• SDA 80.0 V $ 3D• 90.0 90.0 0.3-1/8• 80.0 ��� Bao 3Y 48• 80.0 80.0 MUWINR 90• 80.0 80'0 4Y 80.0 80.0 n• WON BOA 42' 80.0 lii0 ANCHORS 74• Bao 48 AT EACH SIDE 83-f/8' 80.0 80.0 84 80.0 zmmm X1/9• 80.0 � v j 80.0 eoo >�• p,0 19-1/B' no 2Y. 2a• 80.0 90.0 D WWDaw DOW 106-1/4• 1.0 24• BOA 26-1/2• 80.0 80.0 FOR fl%.WOW.M71NO 37• BOA zs-1/2• �, 80.0 80.0 80.0 SEE SEPARATE I= 48• 80.0 30' 80.0 WW j 37' -$/8• eao 90.0 83-1/B• 80A 37• �.o / Q g. 42• Sao Sao s0' �• BOA 42• eD.o / j 3 Q 4B' no no NO. M0.or 72 no NO.OF N0.Or 19-1/8' BOA = = R� N 83-1/8• no 80.0 WDIN.HEIGHT KEEPERS HNGES 74' BOA WOW. HEIGM KEEPERS HMGES 24' 80A \ to r7 19-t/8' 80.0 8a0 UPTOAT SAM AT SASH 84• 80.0 UPTC AT SASH AT SASH 28-1/2• �, Sao 8 3 R7 28-1 4' 2 2 30' 80.0 24• 80.0 Sao 42' 3 2 3Y �.0 74-1 4• 3 3 37, BOA \ O Z 26-1/2• 9a0 Bao 44-1/4- 3 3 1. 80.0 = 30' �• 80.0 80.0 50-1/4' 4 3 53-1/8• 80.0 42• BOA g n 37• 80.0 80.0 74-1 4' 9 3 B0' 83' BOA 19-1/8• 80.0 `""' U w _ 24' 80.0 N� no 72• no 1941/8• Bao Bao 7a' Bo.D 281/2' H8' 24• 80.0 no �� Sw 26-1/Y 80.0 80.0 3Y BOA 30' Sr 80.0 BOA 48' 80'0 19-1/8' BOA 3Y 80.0 900 93-1/8• �, 80.0 W 80.0 90.0 28--1 n• 80.0 • m 4Y 80.0 80 0 n• no BOA BOA �T0 AT SASH AT SASH g 18-1/8' 80.0 SOA A 24• 80.0 80A 74• EGA �• �'0 74.114- 26-1/2' 4' 3 3 26-1/2' BB• 80.0 BOA 37' 80.0 18-1/87 804 30' 80.0 80.0 48• 80.0 24• 80.0 3Y 80.0 8a0 _ 26-1/2' 74-1/4' Sao d n n 63��B 72 e0A •• ••• • • • ♦ e BOA o d lS-i/B• - _KA 80A • • • • • • • • a g za• eoo eaon• Boo • • •• • • • o 26-1/2' 72• 80.0 8a0 74• e• • i i •• g �• no 80.0 37 80.0 •e ••• •• • • • •• 3T 72.8 BOA 48* MMA Bao f9-1/8' 80.0 80.0 W-1/0. 7a-1/a• no a& �Yi�B�#wFbwa 24' 80.0 aw 80'0 ••• • • ••• • CAN. No 28-1/2' 74-1/4• BOA BDA 72• no• t t t 1 1 •• t L � .g�19 $ 30' 70.4 �.0 74' eoo • • • • • • • • • BY 37' 96.9 eaD NOTE: •e• • 000 ••e •e• •e• PRodacl drawing no. GLASS CAPACITIES ON THIS SHEET ARE 0 2015 W04-16 BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION FLANGE AND FLUSH FRAME WINDOWS DECLARATORY STATEMENT DCA05-DEC-219 9he•t 4 of 11 • • • • • • • • • • ••• • • • •e• 0 0 1/8'HEAT STREMD GLASS ITEM NO. PART NUMBER QUANTWY DESCR1PT10N MATMM MANF./SUPUER V 1 CM100-OD1 2 WOW FRAME JAMB 6063-TB - �� 1 000'Interfayer 2 CMIOG-002 2/WOW FRAME WAD AND SILL 8083-T6 - Butacite PVB 3 CM100-OD7 AS READ. FW1ME JAMB(FDL) 6063-TB FOR FIXED WINDOW OZ By'Kumray America,Ine.' Sen d layer 4 CMIOO-008 AS REOD. 1X1m IMPOST 6063-T8 FOR FOOD WINDOW 8 CMIOD-012 AS REQD. JAMB ANCHOR CUP 6083-78 - By'Kuraray America,Inc! 6 CMIOD-013 AS REOD. VENF How 8M-T5 INSTALLED WITH(3)#10 X 3/8•u5 1/8'HEAT STREN'D CLASS 7 CMIOD-014 AS READ. FRAME HINGE 8005-75 INSTALLED LININ(2)X10 X 3/8•NS ti 6 CMICO-015 AS AMD. FRAME HEAD/SILL(FDL) 8083-T8 FOR FDOD WINDOW F SILICONE DOW C�tE NING 795 0 CM700•-018 4/WDW GLAZING BW(IAM.CLASS) 6083-T8 FOR FOXED WINDOW 7Or� h DOW CORNING 795 m 4 10 CM100-017 4/WOW (LAZING BFAD(IAM.INS.GLASS) 6063-76 FOR FOXED WINDOW 'yt YYSii 11 11 Cu100-019 4/WONT SNAP COVER(LAM.GLASS) 6063-T6 FOR FOXED WINDOW 12 =00-019 4/WDW SNAP COVER(LAM. B4SUl.OIASS) 6063 T8 FOR FIXED WINbOW o f rc 13 CMIOO-032 AS REGO. VERTICAL RPM 6063-T8 - 14 CM100-021 2/IMPOST ANCHOR CUP FOR VERTICAL IMPOST 6063-TSI - -r iS CM100-022 - ANCHOR ARM OPERATOR 8083•-T8 - � 18 AS REIN. SCREENS ALUMINUM OPTIONAL a W ' 9 19 CM100-026 4 VENT FRAME 6083-76 - 20 CM100-027 1/CORNER XWAM LOCK (3063—Te - VENT FIX. LITE 21 V-033 AS REOD. TREMCO TR-S804N SPONGE NEOPRENE - v GLASS TYPE 'A' 22 P-049 AS NEW. GLAZING INSERT RIGID PVC MMTPOINT 23 V-OSS AS REIN. WNYL FOR LAM.INSUL GLASS-VENT PVC OMM M 78(5 SHORE A 1/8•HEAT STREN'0 GLASS 24 V-089 AS REW. VINYL FOR LAM.&LAM.INSUL GLASS(FIX.) PVC MELTPOINT.DUROMEIER 75(5 SHORE A OR 26 AS REIN. 3/18'X 3/e'X 4'LG.SETTING BLOCK EPOM DURDMETER 60(5 SHORE A W W 9/32'Tl]!P.GLASS 28 AS REIN. 1/B'X 1/2"SINGE FACE TME 1/4'AR SPACE 27 P-025 - PLASTIC CAM M&M NYLON - 1/8•HEAT STREWO GLASS 30 CD25&C035 - SINGLE ARM OPERATOR ST.STEEL ROTO WIRGBARE SYSTEMS t� N 090'Interlayer 31 - - M _�N Butcdte FNB 32 LBOS-8848 3 POINT LOCK ASSEMBLY - ROTO HAWRARE SYSTEMS z LIJ f` BY`Kurcray America.Inc.' 33 GT553 - GUIDE HOUSING = ATTACHED W/(3)198 X 3/4'SMS W WO'Interlayer 34 OSDOI - STRIKER ATTACHED W/(3)P8 X 1/2•sus O z y( SentgGlae 35 810 X 1' 2/CORNER FRAME ASSEMBLY SCREW ST.STEEL PH PHL SMS c Z O Liy'Kuraray Americo.Inc.' U Oi 38 /f0 X 1/2' 2/CORNER VENT ASSEMBLY SCREWS 5T.Slffi. FH PF0..SMS L 1/8'HEAT STREN'0 GLASS 37 810 X 3/4• 4/CORNER IMPOST ASSEMBLY SCREWS ST.STEEL PH PHL SMS 3` SIUC010= �9 SILICONE 38 810 X 3/4' 2/SIDE IMPOST ASSEMBLY SCREWS ST.STm. FH PHL SMS -� DOW ODRNINO 795 39 CM100-0.72 AS REIN. HUSH ADAPTER HFM/SRL 6063-76 - 7 DOW COMM 795 @ la 'o 4 40 CM700-033 AS REIN. HUSH ADAPTER JANE 8087-TB - x � 12 3 0 3 .• ..• . . .. oae1s - VENT FIX. LRE • • • • • • • • • • a S GLASS TYPE 'B' • •• • • • • ••• • g m=- of ••• •• • • • •• GLAZING OPTIONS FAV.JAVAD AIHYAD Ps cawpi with 0U g J• roma/1Aptas arttlr lice Ftmtan Sd • ••• • • ••• • SCAN.357al D"�1Oe • • • • • • • • • • ^ 1180�"'aI .62 �11 8 NOTE: p� IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING ••i i • ••• i i • •• i i EXTERIOR PLY OF GLASS TYPE 'B' MUST 13E TEMPERED. • •• • • • • • • • • By Pnaun drawing no. W04-16 sheet 5 �11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL.ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS WOOD BUCKS AND METAL STRUCTURE NOT BY RC NOME SHOWCASE �\I SEE EIEV.SHEET 2 SEE ELEV.SHEET 2 SEE pR Sip MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM FOR SPACING FOR SPACING AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1BY EDGE DIST. � Y Z WOOD K O EDGE ,,�� 2 WOOD I qy I ANCHORS- SEE ELEV. FOR SPACING OR CSE • r (FU-177 I@.F1b193 K51) 4 e '°'•` e e E.: 'a:e' e. DIST. \ I •yb-HILTt KYAK-CON II (fu-136 KSI.Fyet37 KSI) ai '.t.:....., ., c INTO 2BY WOOD BUCKS OR WOOD STRUCTURES c I ' 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) Y s a THRU 18Y BUCKS INTO CONC. OR MASONRY Q� n 1 2 3 Al ^ 11-1/4/ ' MIN. EMBBW INTO CONED INTO CCR OR ETE (MASONRY (JAMBS)� O DIRECTLY INTO CONC. OR MASONRY 2t TYPICAL ANCHORS 1-3/4- MIN. EMBED INTO CONCRETE (HEAD/SILL) W �� 19 METAL SEE SPACING 33 NtrAL 1-3/4- MIN. EMBED INTO CONC, OR MASONRY (JAMBS) STRUCTURE TYPICAL ANCHORS STRUCTURE 1/4' DIA. TEKS OR SELF DRI tN �t`REWS (GRADE S CRS) SEE ELEV.SHEET 2 EDGE S , FOR SPACING DIST. INTO METAL STRUCTURES .. STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM . 1/8"THK. MIN. (6063-T5 MIN.) t (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Luj #14 SIMS OR SEI F DRILNG SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK.= 1/8-) W WW M (NO SHIM SPACE) IYPL^At EDGE DISTANCE mO` a INTO CRETE AND MASONRY — 2-1/2" MIN. N INTO WOOD STRUCTURE = 1 MIN. z _ O INTO METAL STRUCTURE = 3/4' MIN. g W$ Pi W MULLION&MULLION ANCHORS WOOD AT HEAD, SILL OR JAMBS SG= 0.55 MIN. 0 2i ^ o SEE SEPARATE NOA CONCRETE AT HEAD,SILL OR JAMBS fe =3000 PSI MIN. o W EDGE C-90 GROUT FRIED BLOCK AT JAMBS Pm= 2000 PS1 YIN. DISE 0 I ; SEALANTS: ALL FRAME AND VENT CORNERS SEALED WITH ANCHORS JOINT SEALANT. me R 88 SEE ELEV.SHEET 2 Q g& I FOR SPACING ka TYPICAL ANCWRS SEE SHEET 3 18 21 FOR SPACING 2 YWOOD BUCK n m o 0 ['BY O B� i i ••i • v i i i �� is>#� d 21 - 2 1/WEEP SWT I •• \ • • •• b AT EACH END r ' .,wvAD AHwID MOl)UCT RTiVISBD �d :.` avLL ascettyWgwllh9wF1Urb6 PE f ' ` dee .e I • • • FILLFILL70Msz AN, 5-04 .02 k to �s p • •., ••' I � • • � $ � 6 $ •! p • I � • • • • gy A ' } $ e ' e -o• EDGE DISTn. ' o- y -v. ..•v•.• v •i•S y o•lv • • • • PwLx4 drawing no .eTYPICAL ANCHORS TYPICAL ELEV. Y04-16 z EDGE DIST. FaQ SPACING EELEV. EDGE DS.Y sheet o1 1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . l l to L�•eys -91 40-0- SLOZ N .. •ou Bu�ap N"Pa'd N�!W • • • • • • •• • .,� opt on•�V NYS•• • • ••• • epos a MMUze p�gNlltsN i.3nC�tld � u5u3 .i. o�g�=og •• • • �• _• Aye,•• �1d4�1�� a FO;fYIl�1V wan 0 ONIOVdS MOA SPAHS MHS - -1 SMOHONV TYVdAt C 133HS'A313 33S 'xYM.Z/l 'M'N We l d l ONrntds Moa r L33KS•A313 Sas ro 2 SUCH"1Mdu z SMOQMIM .LONA WIJOIIS lom N w m i HMMoaNut NHLW 1N3A Dg 'OdD 70 %iE=l }'c m A tZ lit NORGA3 Bt L p SN0t18 OOOM LS �t C -------------------------^ 3 s - - - M LLOAMLS ,� ONtOWS MOA Z �p Z 133HS'A313 33S VIA SMOHONV'NOtdAl O O RIHS pig< -AVN xm.4/t AL 5 8 ONWdS MOA Z 133H5'ATM 33S SMGHONV lvmdAt � t 0 z TYPICAL ANCHORSMCA ANCHORS SEE E," SHEET 2 SEE 8" SHEEP 2 FOR SPACING z / 7FOR SPACING O O 1/4-MAX. F 28Y BUCK181• SHIMS QSi OR 1/4-SHIM WOOD BUCKS o.o WOOD STRU MAX. ---- --- _ a a /4' � 3 TYPMAL ANCHORS SEE AB SHEET 3 O FOR SPACING O.L.OPG. EXTERIOR D.L.OPG. v E 1 VENT WIDTH PENT WIDTH 2i 2 WOOD BUCK 1/2'SHIM WN�y WIDTH MAX Oy�O trcru DUAL VENT WINDOWS III W ha, X 3 X 1/B- TYPICAL ANCHORS c1l -t 1 X 4 X 1/8" SEE EM SHEET 2 ALUM LUBE SPACM0(80TYPICAL ANCHORS 1/4'�•O SEE ETEY.FOR SPACINGFSH0.1So2B'! OOD BUCK ,/4-SHIMP.oU OR MAX. WOOD ST E 4 0.1-OPO. i D.L.OPG. EXTERIOR •• •.• • • • • • •• e 8 e -_- VENT WRTM • • • • pW,O*1 • • d H 1 WINDOW WND1H 0 a 0 0 'q; -0- -0 so I RY\ SIDE BY SIDE WINDOWS WOOD Bucy F",.JAWMAD � 9 Eng. PRODUCT RF.YISBD 33 FL&PE 70392 as complying wdh ate Florida 3 Ba � ld Cado • ••• • • •• Acca tanv No • • • • • • • • • • B l PreNon Dazs •• i• ••• ••• .4 • 1120 201r�tlmni lade Pmduq drawing no. W04-16 4o sheet 8 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . . . .•. . . . ... .. .. . . . .. .. . . . . . . . . . . . •1510 3903 ISO 3003 9l-bOM 02 L t I 'N SNOWS Wi , s ou Bu�Mwp !amlW •• •• f•33FIOC •Z Z wo Wo' • ° . ONW QQr oparJ B I.IP�O 'N'tl'�•• • .�• D •••. • D a t�' O eDlmid p9�.M taptldmo�w ZBSOL�'YL! • _ •p � ° a,D D O I 1AJa 1Z.ao11d am'0n av yr 3 • '• • • • • • �• LW W SWJfi9 DOOM s ••• • • N•• F8l • • • • •• g• 6 &SP g, f • • • • • R• J41N0 MOH 553OOd — — '•3Id1P0V - ii �t NNIPI.Z 310H SM00V NJ Y 1 4N a• 1 SNW. , 'MVN.Z/1 N n ONOVA NOA 133 4 O T HS'ATG 33S p= g SHOHONV TVII Z Bt m i c KM AM O A N= Q SMOto ODOM O Cn Cpl f 4 x m m o � r � Orymx Z� e• 1 �� I 310H SS30:Wlilt xm *h e i !"z 71 sruHs a � p.0 0 ONIOYdS HOA D D Q Z S33HHS'AM3 333 3 N 6 W. De v JQ OO�S�I .P r� D° .P• .m Do. • M:IflB OOPM pi^;°v - `N0f18 DOOM °v, _ _ . 0 ASL "' ' � 2 A8l "P ,.p_ .•.. . '1SI0 3003 ' '1SN1 3903 MOWS bou OHMS W.4 £133HS'AM3 33S Z 133NS%313 333 SHOHONV WI SHOHONY T [dAJ. F�2.028 1.828 �� .382 •062 M'. �1.93e .863 I L. L...2TYP. 0 Ft 2.885 y� 1. •M 2.829 128 $ �g 1.934 3 g 1.885 X688 1.388 Y7 .062 g I .078 1.906 1^-.878 .500 $ 1.778 1.704 VC&�u 2 FRAME HEAD/SILL 4 HORI2. IMPOST 19 VENT STILE 39 p S a FLUSH ADAPTER HEAD/SILL Q0; 3.082 8.124 �2288J 082 �2 TMP• .125 2-000 1.708 2.125 .141 1.006 .062 .625 1.25o 2.500--W .500 tWn? / FRAME JAMB t3 VERT. IMPOST .7W 750�" FLUSH ADAPTER JAMB c7 O II 2.000 => '.312 .304N M�1 I z W^M1 .062 21 2 2. .062 .488 I Typ. .062 0. 1.675 _ .500 2.900 --� o O '875 GtAZWG INSERT _870 312 22 RAID PVC L2.125 2.800 r+-.080 J FRAME JAMB (FIX.) t�e FRAME HEAD/SILL(FIX.) 20 CORNER KEY e 8 o 1.203 -�{ ,110 '7� r � 2.750 .BSD IYP. .969 .907 A75 .084 _J .9_ 082 1.583L53 'm ^ TMP• •• •i• • • • • i •i p o S d 1.315 • • • • • • • • • d$ .912 LF 2.187 • • •• • • • • • GLASS STOP (FIX. IAM. OL) SNAP COVER (FIX. LAM. GL) 5 JAMB ANCHOR CUP 14 IMPOST ANCHOR CUP s• ••• •• 0• a . .• _ .250 rAgn AAVAD AH6ND PRODUCT REVISED •� c ri..12-082 .110-1 p- .562 FIA.PESIL 70592 Budd as plying ilh ft Florwo TYP II----�• • •.. • • ••0AM3W AceeplmmNo1w'%'f6� .090 1YP. I 1.581 • • • • • • • • • • piwtlon Date $ 873 d_ O 335 • • • • • • • • $ > 289 .807 � SM 0 •• •• • ••• • • • • . ti 1N{mm ct drawing no. .845 .738 1.889 •• • • • .(2Q11 W04-16 1D �•�z� tz GLASS STOP (FIX.LAM. INSUL GL) SNAP COVER (FIX. LAM. INSUL.GL) 7 FRAME HINGE a VENT HINGE sheat 10 of 11 • a was • • • • • • • • • • •• •• • • • •• •• 4,V 20 ,� c p � o FRAME CORNER �- VENT CORNER _ N -t Zz N M N Sz 023 :: � 12 0 og U'D'NS"d O 38 C . . . . . . . . 8 ado •• ••• •• • • • •• Ener• JAZL"" PRODUCTREMM CMas rnnWyins wild Wt R rlda • ••• • • •�� 705s2 building Code • • • • • • • • Accepmcs No 15.1,4t6.o,� • •• • . • • • • Ey .• • • • • 2U15 M W.mw drawing no. > W04-1 s IMPOST CORNER sheet of • •• •• • • • •• •• MIAMI- MIAMI—DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 l;(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidade.eov/economy RC Home Showcase,Inc. 2970 NW 75'Avenue Miami,FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of 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 revolve 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. DESCRIPTIO Series 19OR100"Aluminum Horizontal Sliding Winslow-L.M.T. APPROVAL DOCUMENT: Drawing No. W04-36,titled "HR100 Alum.Horiz. Sliding Wdw. (L.M.I.)", sheets 1 through 9 of 9,dated 05/04/04,with revision J dated 12/09/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:1 Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been ils i and 4sego Lts beeps 0 0 0 0 no change in the applicable building code negatively affecting the performance of fhio pr&duct.:.• 9• . TERMINATION of this NOA will occur atter the expiration date or if there hass3ddf d revislonl&changE••.•• in the materials, use, and/or manufacture of the product or process.Misuse of thi'VAUA as an enaorsemerk9... of any product,for sales, advertising or any other purposes shall automatically terWg*46 this a�.•Failure •• to comply with any section of this NOA shall be cause for termination and removal,pf NQA. •• ••; •• ADVERTISEMENT: The NOA number preceded by the words Miami Dstcle•County,•F4riaa, and .... followed by the expiration date may be displayed in advertising literature. If*V;Ntion of tlt0 NOA is •• displayed,then it shall be done in its entirety. :009:0 "•"' INSPECTION: A copy of this entire NOA shall be provided to the user byo dfe 3nanufaawr or i�'•••; distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-1112.13 and consists of this page I and evidence pages E-1,E-2,E-3 and E-4 and Green Sustainable Attributes(G.S.A.)page G-1,as well as approval document mentioned above. The submitted docmnentation was reviewed by Manuel Perez,P.E. NOA No.15-0416.03 MIAMFDADE COUNTY Ex t:ration Date: August 05.2019 ,Approval Date: January 14,2016 j�� Ito Page 1 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0922,05) 2. Drawing No.W04-36,titled"HR100 Alum.Horiz. Sliding Wdw. (L.M.I.)",sheets 1 through 9 of 9,dated 05/04/04,with revision J dated 12/09/15,prepared by Al-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 NOA No. 11-0922.05) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Drop Load Test(400 Ft.Lb.),per ANSI Z97.1 along with marked up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6078,dated 12/05/09,signed and sealed by Julio E.Gonzalez,P.E. (Submitted under NOA No. 10-0426.10) 000000 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 10144 2)Cyclic Wind Pressure Loading per FBC,TIM�,Q�-94 ;�•�;• ���;; along with marked-up drawings and installation diagram of e4 autswing aluminum casement window, prepared by Hurricane Engineering & Tgstmg,r Inc.,e'Feat-jtepo0000• No. HETI-03-1880, dated 12/12/03 and HETI-03-1881, da*T 03/19/04;htl signed;0•. and sealed b Rafael E.Droz-Seda P.E. 0000 y .. . 0000.. (Submitted under NOA No. 06-1130.02) .I..... 0000.. 0000% 0 • . . 0000.. •• . 60:0 • •• • Manuel ere P.E. Product Contr miner NOA No.15-0416.03 Expiration Date: August 05,2019 Approval Date: January 14,2016 E-1 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 4. Test reports on: 1)Tensile Test per ASTM-E 8-01eI along with marked-up drawings and installation diagram of an outswing aluminum casement window, prepared by Hurricane Engineering & Testing, Inc., Test Report No.HETI-04-T119,dated 04/23/04,signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under NOA No. 06-.1130.02) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2),Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an outswing aluminum casement window, prepared by Hurricane Engineering & Testing, Inc., Test Report No.HETI-03-1362,dated 12/11/03,signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under NOA No. 06-1130.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5t" Edition (2014), dated 04/01/15 and 12/07/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300.09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.forjheir "SentryGlasO (Clear and White)Glass Interlayers"dated 16/Z5/1 5,expKrmi g on •••••• 07/04/18. •' • ...... . .. ...... .... .... . . ...... *00000 ..... •• .. 00 w ...... . . . . ...... ....% wj • • ww.••w • • wwww • • • Manuel Wr4 P.E. Product Control miner NOA No. 15-0416.03 Expiration Date: August 05,2019 Approval Date: January 14,2016 E-2 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC 5'1 Edition(2014),and of no financial interest, dated April 1,2015,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No.FTL-6440,dated 02/25/11,issued by Fenestration Testing Laboratory, Inc.,signed and sealed by Marlin D.Brinson,P.E. (Submitted under NDA No.1-1-0922.07) 3. Laboratory compliance letters for Test Report No. FTL-6078,dated 12/05/09,issued by Fenestration Testing Laboratory,Inc.,signed and sealed by Julio E. Gonzalez,P.E. (Submitted under NOA No. 10-0426.10) 4. Laboratory compliance letters for Test Reports No.HETI-03-1362,dated 12/11/03, HETI-03-1880,dated 12/12/03,HETI-03-1881,dated 03/19/04 and HETI-03-T119, dated 04/23/04,all issued by Hurricane Engineering&Testing,Inc.,all signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under s NOA No. 06-1130.02) G. OTHERS 1. Notice of Acceptance No. 13-1.112.13, issued to RC Home Showcase, Inc. for their Series "HR100 Aluminum HorizontaI Sliding Window — L.M.I.", approved on 12/26/13 and expiring on 08/05/19. 2. Simulation Performance, Solar Heat Gain Coefficient, Visible Transmittance, & Condensation Resistance Calculation Report on: 1) NFRC 100-2004"Procedure for Determining Fenestration Product U-Factors" 2) NFRC 200-2004 "Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence" 3) NFRC 500-2004 "Procedure for Determining Fenestration Product Condensation Resistance Values" Using computer simulation in accordance with NFRC: Frame and Edgq.A4pdeling: THERM 5.x,/WINDOW 5.x NFRC Simulation Manual (Approyej at At-date), of-&•••• RC Aluminum Series "CM100" outswing casement aluminurtiepriffie wlVdo*. along •, with attached drawings and bill of materials included in App-n1IX A, marked up by National Certified Testing Laboratories, Test Report No. NCTL,. 0-124Wj,pages••• 1 through 7 of 7,dated 11/16/09,signed by Richard A.McVickhWo,Simul r!Ad •...• Steven H.Coble,NFRC Accredited Simulator,Simulator—Ir-ResMftible—Q�e •• •• .. .. .. . ...... . . . . ...... Manue er z,P.E. Plrodnct Cont t E ammer NOA No. 0416.03 Expiration Date: August 05,2019 Approval Date: January 14,2016 E-3 RC home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS(coNTmlzD) 3. NFRC 102-2004 Thermal Performance Test Report on: 1) NFRC 102-2004 "Test Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems" Test report of a series RC Aluminum's Series "CM100" Outswing Aluminum Casement Prime Window with Low E and Argon, along with submittal component drawings,with applicable part numbers, manufacturing and modeling details included in Appendix A, marked-up by National Certified Testing Laboratories, Test Report No.NCTL-110-12450-1,pages 1 through 4 of 4,dated 11/30/09,signed by Christian J. Mitchell,Technician,and Robert H. Zeiders,P.E.,Vice-President Engineering &Quality Person-In-Responsible Charge. 4. Recycled Content Determination Report on: Name: Casement Window, CM100 Raw Material:Aluminum Including letter from Fundiciones Industriales S.A. (FISA) dated 03/22/10, certifying that the extruded aluminum products contained 30% recycled scrap material,signed by Henry Kronfle,Vice-President 6666 . . 6666 6666.. . . . .. 6666.. 666.0. . 6666 6666 00000: • 6 • . 6666 6666 6666. 6666.. .. . 6666. • • • • 6 .• .• .. . 6666.. . 60060• . 6 . . 0 . 66.0.• 660..6 • • • •0000• •• • 0000 • • • • Manue ere',P.E. Product Cont of F.30miner NOA No. -0416.03 Expiration Date: August 05;2019 Approval Date: January 14,2016 E-4 ` °°°° RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBYHTrED 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. 07 ComponentName Content at at Disposal Material Manut 1. Window Aluminum 30% 100% N/A N/A iLD,, Test Product G.8: G.9., C Report#: Number Glazing Components: U— SHGC VT R Factor Base line 000 5132 CLR 240#2—SS—D ARG 13RZ-1/8 090 PVB 1/8 0.65 0.20 0.21 15 Product 001 5/32 CLR 240#2—SS—D ARG BRZ-418 090 PVR 1/8 0.65 0.20 0.21 15 3. 110-12456-1 003 5/32 CLR 240#2—SS—D ARG GRN-1/8 090 PVB 1/8 0.65 0.20 019 15 ° ° Legend Abbreviations: Description: ° °°°° °°°°°° ° ° SS—D Desiccant—Filled Stainless Steel Space ° °° ° ° ° ° ° ° 240#2 ical soCardinal Low E 240 @#2 Surface Typ °° ° °° ==°° Osseo*ARG 90%Argon ° °°°° 0°°°°� ° ° ° °CLR Clear Glass BRZ °=° °°°= = °° ° 00000° Bronze Tint Glass 0 ° ° ° ° ° °° ° °°== GRN Green Tint °° ° °° GRY Gray Tint Glass 0 ° ° °°°°°° ° ° 00 0 1. Whole Window 1.53 � Product Contra x iner Expiration Date: W5,2019 Approval Date: January D4,208 G-8 (3)ANCHORS AT MTG.SOLE ENDS TYP. (3)ANCHORS AT MM.SME ENDS TYP. V (4)ANCHORS REOD.FOR SIZES MARKED (4)ANCHORS READ.FOR SIZES MARKED 411`1 WITH '✓ON SHEEP 4 WITH'�'ON SHEET 4 ! 78 1/2"MAX. 119 3/8'MAX. z §$ WWDOIY WIDTH WINDOW WIDTH 7' 7• r,'i y�j 1 8'MAX. A 3 1/2' 13'MAX. FALSE MUNONS 3'MAX. 3 1/2' S FALSE MUNONS CORNERS S - M. AT HEAD MAY BE USED CORNERS 8 AT HEAD TIP. MAY BE USED II I II li II 8 lz IT ea( �__ I _ \i •\- 3}�� io M Q i /% 'i ILi r is Q W M ___ rl $ C 14 1/2' g 11 1/2' 14 1/2" g 11 1/2' y LL Max. 3 MAX. MAK. 3 MAX. 0 SU CORNERS AT SILL � SILL CORNERS AT SRL � $ 14 d�V 4 y 35' 34 3/4' 25 1/8' 53 1/8' D.L.OPG. D.L.OPG. D.L.OPG. D.L.OPG. D.L OPO. O M m 39 7/8' 31 1/4' 31 1/4' S1`J" VENT WIDTH VENT WIDTH VENT WIDTH $ y of•E•• TYPICAL ELEVATIONS = to HR100 ALUM HORI2. SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER FLANGE FRAME WINDOWSCHARTS SHOWN ON SHEET 4. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE ' "8 8 COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER o Wei I WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING $ MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. ¢a LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED ND TESTED TO COMPLY IM4i et& ••• • • • • • •• 'V V^V REQUIREMENTS OF THE 2014 (5TH EDTOON)FLORIDA BUILDING C4)E • ••• : C e a E$S INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). • •• • • • • ••• • - WOOD RUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSIeER • • • • • • • • LOADS TO THE STRUCTURE •• ••• •• • • • •• ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS 4 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. E"Or JAVAD"M PRODUCT REVISED 3 SHUTTERS ARE NOT REQUIRED. FIA pE+70592 ascemoyUlfwith the Plo" 3 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DBLAILS WE• • • *00 • IL PE"0CAM Bulldinp Coda NOT PART OF THIS APPROVAL • • • • • • • • • • 1= b A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHOR#JO Wf$D Ob&Y.••• : : • •• : : G ZD W �awnflou fie, ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-C%j4kSS1BCE? 000 ••• 000 ••• B e drawing no. WME I 0 INCLUDING N T�WITHOTHEROTHER DISSIMILAR ARTO MAMATEERRIALSS SHALL EIAL MEET THE W04-36 REQUIREMENTS OF THE FLORIDA BUILDING CODE. Al 000 e sheet 'I of 9 • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . i 6 Lo Z}8848 9c—ilOM ou BulMwp 8•!W • • .•• . .• • •. • emu .. . . ... . . gTOIf�S OF w Q oR• � opoJ BllpgE . . .• •. .• • • ... . Z • Y °Ba d OVAW fireu4-3 .. . .• ••• • •.• . . 00 . . • . . •pl 1x 00 0 0 00 • • • _ - skoauik 2INVxJ xsnaa o �= o g HLOM41N3A HLOLM LN3A HIUM LN3A 7US/°d3H•d.LL w La N = .4/l le .4/L to .9/L 6f �� " 0 Ck. M + A O IV 'Od0 7'O "Jd0`TU 'Od0 TU Jd0 "I'U 'Sd0-1'0 O 1 .9/L az .e/t £s .9IL 9Z .4/f be st � m z O S ' i � N v 11 II it 11 11 �� 11 li jl jl 044 z _ II II II II II � ii SH3NNOO P� _ v msn 38 AtlN ` TBS I I ` ' & '1115/OY3H 03SA 38 AYR I ` ' s '11�sAwH NHOO OSNLLNIIR 35M '"s ,Z/l a Itl -+� 'XVA.8 SNUNIIR 3SNd MH .Z/L a LY -.4 "AM•9 Z .Z/loll 'L oll •L I� w' TITS/OYUH dJ�YLL1 � � HLt11M MOONIM KWIM M�NiM lYWiO�t•N•OCC) 7NR.8/C 6t I •XYw.Z/l 9L. TEEM PARC/ QUANTITY DESCRIPTION MATERIAL MANP./SUPPIM/REUARKS 1 RS100-OOtA 1 FRAME HEAD 8007-TB - M 2 RS100-002 1 FRAME SRL 8083-T8 - 3 RSI00-0078 I FRAME JAMB VENT 0083-T8 - 'S 4 RS100-008 I FRAME JAMB FIRED 8083-T8 - 0 J S RSIOO-004 1/VENT FIXED RAO. 806.7-T6 - yy 6 RS100-003 I/VENT VENT MEETING RAIL 8083-TO - 7 RS100-QO9 2/VENT TOP AND BOTTOM RAIL 8063-T8 8 RS100-008 1/VET JAMS STILE 6063-T8 - 1� 9 5007-007 AS REGO. GUMC BEAD 8053-T8 - g 10 RS700-008 1 SLIDE ANCHOR CLIP 6063-TB 1'LONG . 11 - 1 ANCHOR CHANNEL 6063-TO - 12 13 W3123INK 4 WEATHER STRPPING PILE 1/8'OR 5/32'HEAT STREWD GLASS 14 W31UNK 1 WEATHER STRIPPING POE MEETING 1/8-NEAT STREN'D CLASS - 1/4"AIR SPACE 18 Q-LGN I Q-375 X 190 WHITE LL 1/8"HEAT SfREN'D GLASS 18 Y-033 1 WEATHER STRIPPING GASILEf NEOPRENE 090'InteA(yer17 P-048 AS REGO. GLA2DIG INSERT RIGID PVC MELTPOINT,DUROMEIER 7835 SHORE A a Butocite Pile .090'Interlayer 18 V-= 1 VINYL LAM.INSUL.GLASS PAC OUROMETER 75*5 SHORE A By'Kuraray Americo,Inc.' Butocite PYB By'Kuraray Americo,Inc.' 19 P-0358 2 VET HANDICAP FINGER LOCK RIGID VNn ti•FROM EACH END 1/8'HEAT STREMD GLASS20 1/8- HEAT STREN'D CUSS 21 RS100-10 2/VENT KNURLE AXLE PIN ST./Sr. - u SILICONE SILICONE 22 P-Ot6 2/VQR WHEEL RETAINER HOUSING NYLON g DOW CORNING 795 m DOW CORNING 795 23 RD 1905 2/VEIT WHEEL NYLON - 3 0 3 b 24 $ C 25 110 X 1' AS REM. FRAME ASSY.SCREWS Sr.STEEI. t41 SMS z \ \ 26 /10 X 3/4' AS REDD. VENT ASSY.SCREW$ ST.STEEL. HH SMS = Vp) a' m 1 i I 27 010 X 1-1/2' 2 SUDS CLIP FASTENERS Sr./Sr. PH.P.H. N O j Y '28 #12 X 3/41 SLIDE CLP FASTENER ST./Sr. FH S.M.S. d- FZ _ a 29 RS100-029 AS READ. RIRH ADAPTER HEAD 6083-T6 = N N m 0 30 RSI00-019 AS RECD. FLUSH ADAPTER SILL 6063-76 - dµ:1 31 RS100-028 AS REGO. FLUSH ADAPTER.LAMB 8083-T6 - Ez C 18 32 SMY-010 AS REDO. SNAP COVER 8083-T8 - �4 O G] O o =Lo.- GLASS TYPE 'A' GLASS TYPE 'Al' o E � U o SEALANT: o 1/8'OR 5/32"HEAT STREN'D CLASS 5/32'TEMP.GLASS ALL FRAME AND VENT CORNERS AND INSTALLATION 1/4'AIR SPACE 1/4'AIR SPACE SCREWS SEALED WITH SILICONE. 1/8'HEAT STRENTI GLASS �{ 1/8'HEAT SrREM'D GLASS 1/8'HEAT STREWD GLASS 090'Interlayer c R SenhyVTae 090'Interlayer 090'Intortoyer 0 - 1 By'Kuraray America,Inc.' SeftbWae SentryGlae R By'Kuraray America,Inc.' By'Kuraroy Amerleo,Inc.' F 1/8"HEAT STREN'D GLASS 1/6' HEAT STREWD GUESS 1/8'HEAT STREN'0 GLASS o$ SILICONE SILICONE SILICONE DOW CORNING 795 JV CRRNr 79J • • DOW CORNING 795 NOTE: IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING - •• • • • • •. EXTERIOR PLY OF GLASS TYPES 'Al' & '81' MUST BE TEMPERED. B o o gi1 m o: m � � ••ace •• • • • •Y� � ad Env.MAD"AAD PRolwcrRewfieo CIVIL T o ad _o • •• • • •••O • FM PE i 70892 fl2-1 ldrCbdew Aha Pimida • • • • • • • • pf • eP l Im 17 • s • • • • • �F • 18• •GLASS TYPE 'B' iY 81 ••• • • •4GLASS TYPE 'C' 2015 ado drawing no. W04-36 GLAZING OPTIONS ahe6t of g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF u (XO OR OX SIZES) (XO OR OX SIZES) (XOR SIZES) (lox SIZES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES WINDOW DIMS. A,At.H,B1 &C WINDOW DIMS. B,BI &C WINDOW DIMS. A.At,D. Bl &C WINDOW DIMS. B,Bl &C z J WIDTH HEIGHT EXr.(+) MT.(-) WIDTH HEIGHT DCT.(+) WL(-) WIDTH HEIGHT EXr.(+) w.(-) WIDTH HEIGHT EXT.(+) W.(-) 26-1/2' 80.0 80.0 55-1/2' 80.0 80.0 74' 80.0 90.0 74' _ 80.0 80.0 37' 28' 80.0 804 -11/16' 26' 80.0 80.0 106-1/4' 26' 80.0 80.0 106-1/4' 2680.0 80.0 Pg� 53-1/8' 80.0 80.0 55-1/2' 80.0 80.0 Ire 80.0 80.0 74' 80.0 60.D y Q 38-3/8' 36-3/8' JB-3/8' 2e-t/2• solo eoo -11/1e• solo eoo 106-1/4• no no los-1/4• Bolo sao yyylll 37• -3 8 804 80.0 86-1/z' 60.0 60.0 74• no 60.0 74• 60.0 Bao 80-5/8 60-5/8' 50-6/6• 831/6• eo.o 60.0 79-1 /16 eoo w.o 108-1/4• solo solo 108-1/4' sD.a �.o t0 26-1/2' 60.0 60.0 55-1/2• 80.0 80.0 7a• 80.0 80.0 7a' 80.0 60.01~q 37' 50-s/a' 90.0 aoo -11/16 83" Bao no 106-1/4' 83' eD.O 60.0 106-1/4• 83' 80.0 no 0 W 53-1/8' 80.0 80.0 63' 80.0 60.0 84' Bao Baa S4• 80.0 60.D O�. 25-1/2' 60.0 80.0 67-1/2' no 60.0 90' no 80.0 90' 80.0 60.0 4! 37' BS 60.0 60.0 72• 60.0 no 96' no no 96• 80.0 80.0 a 53-1 80.0 80.0 76-1/2• 36" 80.0 80.0 102' 36' 80.0 804 fol' 3S' 80.0 80.0 lL 2 24' 80.0 804 81' 80.0 80.0 fog" 8DA 80.0 fair 80.0 80.0 a 36' 80A 80.0 85-1/2• eO.0 80.0 114' 60.0 80.0 114' 60.0 no � 48' 24' 604 80.0 90' 60.0 80.0 120' 80.0 60.0 120' 80.0 80.0 a 80' 80.0 solo 63' 80.0 no s4' 80.0 60.0 64' 80.0 80.0 7Y 60.0 no 87-1/2' 8D.0 80.0 90' 80.0 80.0 1L0' 80.0 80.0 80.0 SOA 72' 80.0 60.0 96" 80.0 80.0 96' 80.0 80.0 24' 80.0 80.0 76-1/2' 48" 80.0 Sao 102• 49" 80.0 804 for 49" 80.0 80.0 38' 80.0 80.0 81• 80.0 80.0 lob' 80.0 80.0 for 60.0 80.0 � 48' 3g' 80.0 60.0 85-1/2' no 60.0 114' Boo 80.0 114' 80.0 80.0 G N 80' e0A 80.0 90" 80.0 80.0 126' Z. BOA 120• 80.0 80.0 72' 80A 80.0 83' no 80.0 84' 80.0 no 84' 80.0 80.0 O > 78-1/2' 80.0 80.0 67-1/2• 80.0 B0.0 90' �.0 BDA 90' 8a0 80.0 0 by OaOr '1' 24' 80.0 80.0 72' 80.0 80.0 96" ❑ 80.0 BOA 96' 10.0 sola Z N eN M 38' $0.0 80.0 76-1/2' �• 80.0 80.0 102' �" 80.0 60.0 102' �" 80.0 80.0 a 4u' 48• 80.0 80.0 81' 80.0 80.0 108' 80.0 80.0 106• 80.0 80.0 C Z 60• 60.0 804 85-1/2' 80.0 no 114' 80.0 80.0 114• 80.0 no 72' 80.0 60.0 90• 804 su 120' 110.0 80.0 tzar 80.0 80.0 $ (v� E 4 78-1/2' 90.0 80.0 63' SOA 80.0 84' 80.0 80.0 s4" 80.0 80.0 = K� 24' 60.0 80.0 67-1/2• 80.0 80.0 90• 80.0 80.0 80' 80.0 60.0 38' 80.0 80.0 72' BOA 80.0 98• 80.0 60.0 96' 804 80.0 4u' 60' 80.0 90.0 76-1/2' 65-1/2' n0 80.0 102' 65-1/2' 80.0 no for -1/2' 80.0 Soo 80' 80.0 80.0 a1' 60.0 no four 80.0 60.0 106' 80.0 60.0 72' 80.0 80.0 85-1/2' 80.0 80.0 114' 80.0 80.0 114' 80.0 80.0 78-1 800 80.0 90' 80.0 80.0 * 119-1/4' 80.0 80.0 # 119-1/4' 80.0 24' 80.0 80.0 $CI 36' 80.0 80.0 " 48' 65-1/2' 80.0 no (1/awl (2/� 0/3W) 0/3W) (1/3w) (1/4W) (1/2W) (1/4w) RO' 804 80.0 �r i 72' 80.0 80.0 % i� / !� j 78..1/2• * • ••• • • • •• i r� r - OPERATI%WN1S*0:I/3,*OFtV,6"OW AIJTH OPERATING VENTS TO THE WCNDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH c d X- (t/ (1/ •• •a• •• •, • • •• 'L 'XO OR OX 'XOX' �XOX' gj Eng'JAVAD AHt1A0 PRODUCT REVISED q • ••• • • ••• • FCA.PE7 7b92 rm camrAyins with 0.4 Fhwida g 1 • . • • • • • • • • CAN.3836 `"dna ,m ellding m I g 1s OPERATING VENTS TO BE 1/2 OF THE WINDOW W8)TH • • • ••• • • • •• i • * tat Data t 5 � • • • (4)ANCHORS AT MTC. STILE ENDS iTJ -` OXO OR OXO NGWMSbr: ( ACITIES•,pA TA1S•SHEE7/�tE FRAME HEAD OF FIANCE FRAME WINDOWS ONLY DY drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTSnI an AND FLORIDA BUILDING COMMISSION FLANGE & FLUSH FRAME WINDOWS W04-36 DECLARATORY STATEMENT DCAO5-DEC-219 shoat 4 of 9 • • • • • • • • • • • •• •• • • • •• •• TYPICAL ANCHORS MY OR 28Y 1 SEE ELEV.SHEET 1 WOOD BUCK a FOA SPACING EDGE Ol EDGE 2B ° 13 OTYPICAL ANCHORS 1 Q g SEE ELEV.SHEEP 1 `p FOR SPACING TYPICAL ANCHORS �yjfi�l SEE ELEV.SHEET 2 !. 6TH FOR SPACING ! EDGE DISF. STRUCTU� IL x -r li B STRUCTURE F 1 EDGE DIST 0 s I i g m ! U) F,. O n N CI a•} d, NWA-DARE COUNTY APPROVED ,C•o C�- x SEEUSEPARATE MULLION ANCHORS = to N M W WEEPHOLES: $ _Ln•E a ' W1 = 3/16" X 1' WEEP HOLES WITH PLASTIC BAFFLE w (2) AT VENT LOCATION AT 5' FROM VENT ENDS = { (1) AT CENTER OF FIXED LITE W2 = 3/16' X 1'WEEP HOLES TYPIC ANCHORS (2) AT SCREEN LOCATION AT 2-1/2" FROM SCREEN ENDS C g FOR SPACING EEr 1 W3 - (4) 3/16" X 1'WEEP HOLES AT VENTS r ' AT 2' FROM VENT ENDS AND 19' O.C. MAX. ° Wz , r PIE MCI IYKI PRODUCTREVMD $ 6t 13 m�dins addeWIS14x Florida •• ••• • • • • •• E m Dem � ji� u a a 21• • ••• • • • • By Wt W3 •• •• • • • ••• • B 1 30 2 m a Ptadad M� Ong,JAVAD AHNAD 1 n Q ECIVIL a ,• • • FIA.PEI 792 °• _ all •. • Ak. I q 8 b .a .6 • • 3 SEE ELEV. ••SHEET 1 K• •..• • •a D.. s ' aa• 'n' w•M e •TYPICAL ANCHORS 1OR [i TYPICAL ANCHORS SEE ELEV.SHEETS 2TYPICAL droWing no. w SEE ELEV.SHEET 1 EBGE DISI: FDR SPACING WO4-3V .•••.. '' D6T. ' FOR SPACING EDGE our. FOR SPACING sheet $ O( • •• •• ••• •••• ••• •• ••• • • • WOOD BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOWCASE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. J Q TYPICAL ANCHORS: SEE ELEV. FOR SPACING F a 1/4* DIA. ULTRACON BY 'ELCO (Fu-177 Kst,Fy-155 KSI) $ 1/4'HIL71 KWIK-CON II (FU-138 KSI,Fy=137 KSI) INTO WOOD STRUCTURES p 2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) Q(•j y�1 THRU 1BY OR 2 BY BUCKS INTO CONIC. OR MASONRY (� 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 91 p 1-3/4" MIN. EMBED INTO MASONRY(JAMBS) 0411 DIRECTLY INTO CONIC. OR MASONRY -1112 TYPICAL ANCHORS 2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) STYPICAL IE ELEV S ANCHORS 1 S� SP�NG 2' MIN. EMBED INTO FILLED BLOCKS (JAMBS) FOR SPACING 1/4' DIA, TEKS OR SELF DRILLING SCREWS (GRACE 5 CRS) t/a'MAX. VENT WIDTH MAXTH SHIMS STEEL METAL STRUCTURES ^ SHIM STEEL : 1/8' THK. MIN. (Fy = 38 KSI MIN.) J D.L.OPc. 1s ALUMINUM : 1/8'THK. MIN. (6063-T5 MIN.) C 4 ;U\� O tS O 3 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) B14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) G �S ". INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.- 1/8') o m (NO SHIM SPACE) y 9 8 1 3/4' ==AND DISTANCE 0 INTO CONCRETE AND MASONRY - 2-112" MIN. _ C4 M `� 8 1g INTO WOOD STRUCTURE = 1 MIN. `�M N 1a INTO METAL STRUCTURE = 3/4" MIN. ---- SCREEN OPTWNAL----- O Ln.-.. WOOD AT HEAD, SILL OR JAMBS SO = 0.55 MIN. po Y •E CONCRETE AT HEAD,SILL OR JAMBS f'c =3000 PSI MIN. 107 0' C-90 GROUT FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. _ t°g D.L.GPC. 5 EXTERIOR WOOD BUCKS a �. WINDOW WIDTH METAL OX LAYOUT {�"3 STRUCTURE < 9 =�I�y�888g8q 1/4'MAX. 3/8"MAX SHIM IIS" C 1 E 1 SHIMS TYPICAL ANCHORS a I 31 31 SEE ELEV.SHEET 2 $ b FOR SPACING • • •• • • • • • — — — tl d iS N • • • • • • • • • qq 1�b-- •• ••• •• •• •• •• ••••• •• .oo"'2" ci gj O TYPICAL ANCHORS • ••• •• • • • •• LL SEE ELEV.SHEEr 2 FOR SPACING Nr %VAD AHMAD PRODUCT REVISRD CIYL as cofftoyins wilA tln Florida • ••• •• •• ••• • FC7092 DUidingCod • • • • • • AN. H � Bx (m Date MEFAL • •• ••• ••• ••• ••••• Mdrow,—oi n �g no. STRUCTURE .Lt W04-36 sheet g of • • • • • • • • • • • •• •• • • • 000 • 0 • 0 •• •• •• • • Ile SHIM 1/4'MAX. ��� MAX. VENT WIDTH T WIDTH SHIMS TYPICAL ANCHORS SEE�s�I� E 19 D.L.OPG Q D.L. OPc. TYPICAL ANCHORS Z o ,S o 9 SEE ELEV.SHEET 1 0 FOR SPACING P A11lUC - g � 6 18 B 14 ' Q a O ---SCREEN OPTIO --- � _ _. ._.. cs 8 �.1 EK OR 2BY 7 1 O a WOOD BUCKS S 0.4 OPO. �1 EXTERIOR WINDOW 1NDTH XOX LAYOUT c 3/8-SHIM � MAXTYPICAL a m SEE ELEVRl SHH � MJAMI-RADE COUNTY TYPICAL ANCHORS p q N V > FOE 1 APPROVED TE NON SEE ELEV. 0 Q SEE SEPARATE NOA FOR SPACING I� e} < 31 C p $ U�AM M)M N Ezz 0 ---------- La WINDOW WIDTH WWDOW WIDTH - zS & TYPICAL ANCHORS SEE ELEV. •• ••• • • • • 0•• FOR SPACING It •• ••• •• • • • of g En,..AM AHMAD PRODUCT REVISED •1 Q CML m coWlyinl with the flmida 5x9 FLA.PE 0 70992 Mtdh%Code • ••• ••• • CAN.35J8 • • • ••• ••• • • • Bc �alhm Deo +lq of: • • • • • • • • • • •• • • • • 00. • • RY •• • • • • � Q 2�� Mimn' ede uet drawing no. W04-36 sheet 7 of g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • p2b75 2.813 j�4- 2792.OBS 688 1. 4 � �.490 ,082.082 1.384 I � F 2875 062 7.841 * A � J GLAZING BEAD O FLUSH ADAPTER HEAD 8 .750 I2.687 -2.750 C '•` I I- 2.823 1.097 Gi r f� O FRAME HEAD ® JAMB STILE 318 .588 .445 Q�2 .078 .078 2750 2.500 .133 YY N 3.710 1.435 373 082 ® FLUSH ADAPTER SILL a j .750 Trn. 19 VENT LATCH 2.091 1.1 153 � r3.7502.888 I $ L �- _ TYP. I 1.75D 1.014870 2.792 2697 -Ili. V -� O © MEETING RAIL'�^ � W 1.880 to m 1.488 1.794 II ;Q � SLIDE ANCHOR CUP -�I •082 912 o tj 10 N Al n m 2.875 1 .188 I in M N 3t FLUSH ADAPTER JAMBS � �Z O2 FRAME SILL . i25�j� O y� 1.025 0 2^.:iS 1.438 TlP. 1.SS7 � _ 3, 0 �_�I}nL=J(�I�I 750 1.125 +++117 A32 F ' A78 1 .730 A A E f I-s 3280 tl ANCHOR CHANNEL J�2 SNAP COVER 1�-i.tS3-I .304 cA p9 VENT TOP/BOTTOM RAIL ® FIXED MTG. RAIL 080 489 t ES 858 ^n n • • GLFI INSJI c ^^n o^ 08! •• • • • • • a o g "P.Ir • • • • • ••• • g�,rux _ .0783487 • • • • • • • 2.875 2.940 E19r JWPRODUCT REVISED CWL •t FIA PE 70582 a9 canPlTq with fro FWda • •• • • ••• • CAN.S3S78 Building Coda • • • • • • • • • Ac oq tion NoL �Iq • • • • • • • • ration now ,062 1.000 •• •7 • • • • • • • Typ. • i f • • • • • • • • 3.828 •• 1. 11 • • • • 015 NEimn drawing n0. 750 W04-36 {J3 FRAME JAMB VENT O FRAME JAMB FDCED sheet 8 of 9 • • • • • • • • • • • • • • • • • • : 90: • • • •• •• 000 0 0 0 ••• 0 • 8 Z u FRAME TOP CORNER V C C9 VENT TOP/BOTTOM CORNERS p Ln 7 ;ate v a x Nina i � m n Lw q A N 10 o C b e a • •• • • • • •• • FRAME BOT OM CORNER • ••• •• • • •• Finn JAVAD MYM 'ADDUCT REVISED 9 CML •• • • 00: • PE 70982 ,.Vlykm with 4w FWda I 3 • i• e • • • • FIA.CA N' • • i • • • • • • as Dela (`j 8 •i i• i i • i i i E 6 HIS Miura a drawing no. W04-36 FIXED MTG, RAIL CORNER sheet 9 of • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M IAM I•DADE MIAMFDADE COUNTY,FLORIDA TOME 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) iyww.miamidade.eov/economy RC Home Showcase,Inc. 2970 NW 751b 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"SH-075"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W09-61, titled Series "SH075 Alum. Single Hung Window (L.M.I.)", sheets 01 through 04 of 04, dated 12/17/09 with revision "E" dated 02/17/15, prepared.by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by.the Miami— Dade County.Product Control Section. •• • MISSILE IMPACT RATING:Large and Small Missile Impact Resistant • LABELING: Each unit shall bear a permanent label with the manufacturer's Zi.;r logo, city, state.*•*•• series, and following statement: "Miami—Dade County Product Control Approved s airless otherwise noted•••• herein. 0000 • ..... REVISION of this NOA shall be considered after a renewal application has beehliifet9and tbdre hts beert•'•• i d00 66 "'0:' no change in the applicable buildingcode negatively affectingthe performance of 1� pT TERMINATION of this NOA will occur after the expiration date or if there haS'beea t:revision os change...:. in the materials, use,and/or manufacture of the product or process.Misuse of thi$NVA as arrenaorsement of any product, for sales,advertising or any other purposes shall automatically terrlr]nat8 this VO4p-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 bythe 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. 13-1112.17 and consists of this page 1 and evidence pages E-1, E-2, E-3, E­4 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.GasconP.E. -DADNOA No.15-0302.02 cumm CO P17Y �r Expiration Date: May 19,2020 Approval Date: April 09,2015 �' l� Page 1 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA Is No.'s 10-0209.04 and 10-0811.14) 2. Drawing No. W09-61, titled Series "SH075 Alum. Single Hung Window (L.M.I.)", sheets 01 through 04 of 04,dated 12/17/09 with revision"E"dated 02/17/15,prepared by Al Farooq Corporation,signed and sealed by Javad Ahmad,P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 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 single hung window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. and FTL-6247,dated 06/29/10,signed and sealed by Jorge A. Causo,P. E. (Submitted under previous NOA No. 10-0811.14) 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 FBG,TAS 201----940 •••• • 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94' ••••;• 6) Forced Entry Test,per FBC 24113.2.1,anti.JAj 20244•:. '. along with marked up drawings and installation diagram ofw:outswing Fjuminunp • Casement window,prepared by Fenestration Testing Laboratop;Ino.,Test Report N(V FT"I 17,dated 12/02/09,signed and sealed by Michael R Wenzbt?. E. 800,00 **:Go* ...... ..... (Submitted under previous NOA No.10-0209.04) •••••• . . •••••• C. CALCULATIONS ...... 1. Anchor verification calculations and structural analysis,:conlying:•wxG FBG, prepared by Al-Farooq Corporation, dated 02/10/15, signed and sealctl-V% Jav • Ahmad,P.E. •• • 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kurara rica ,I cc.for their "Kuraray PVB Glass Interlayer"expiring on 12/11/ Jaime D.Gascon,P. Product Control Section Supervisor NOA No. 15-0302.02 Expiration Date: May 19,2020 Approval Date: April 09,2015 E--1 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE.SUB V1�IITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5t" Edition (2014), issued by Al Farooq Corporation,dated 02/11/15,signed and sealed by Javad Ahmad,P.E. 2. 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: (Submitted under previous NOA No. 13 IIIZ17) 3. Name changed to RC HOME SHOWCASE, INC. as registered in the Florida Department of State,Division of Corporation,Sunbiz document dated 10/11/13. (Submitted under previous NOA No. 13-1112.17) 4. Asset purchase agreement dated 10/01/13, signed by Mr. Manuel. A. Kronfle- Kozhaya,Mr.Henry F.Kronfle-Kozhaya, Mr.Raul Casares,Mr. Eusebio Paredes and Ms.Nancy Vias. (Submitted under previous NOA No. 13-1112.17) 5. Statement letter of complying with the Sales of Assets issued by RC Aluminum Industries, Inc.,dated 10/30/2013,signed by Raul Casares,President. (Submitted under previous NOA No. 13-1112.17) 6. 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. (Submitted under previous NOA No. 13-1112.17) 7. Department of State Certification of MANUHEN ENTERPRISES,LLC as a limited liability company, active and organized under the laws of the State of Floridadated 08/22/13 and signed by N. Culligan,the Secretary of State. : . :*06.*,* •••••• (Submitted under previous NOA No. 13-111217) •6 ' • 8. Laboratory compliance letters for Test Report No. FTL-6247..dit 106/29/to, issued" by Fenestration Testing Laboratory,Inc.,signed and sealed byJbrge•A. Cau�so P.E. 0 00000 (Submitted under previous NOA No. 10-0811.14) 0000 0 99 9. Proposals issued by Product Control,dated 03/02/10, signed bylSilj&el Pett,l:.E. ••:••• . . 00 06 0096.9 (Submitted under previous NOA No. -10-0811.14) 000000 0 10. Laboratory compliance letters for Test Report No. FTL-61S7,datfid 12/02/0% issue,„„. by Fenestration Testing Laboratory,Inc.,signed and sealed by Mtftel R.Mel,P.Fr. 90 9 6 696 :0000: (Submitted under previous NOA No. 10-0209.04) . . 11. Proposals issued by Product Control, dated 02/24/10,signed by Ishaq Char!&,P.E. (Subneitted under previous NOA No. 10-0209.04) G. OTHERS 1. Notice of Acceptance No. 13-1112.17, issued to RC Home Showcase, Inc. for their Series "SH--75” Aluminum Single Hung Window--L.M�I,", approved on 12/26/13 and expiring on 05/19/15. �---U luuti Jahn D.Gascon,P.E. Product Control Section Supervisor NOA No. 15-0302.02 Expiration Date: May 19,2020 Approval Date: April 09,2015 E-2 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS(CONTINUED) 2. Simulation Performance, Solar Heat Gain Coefficient, Visible Transmittance, & Condensation Resistance Calculation Report on: 1) NFRC 100-2004"Procedure for Determining Fenestration Product U-Factors" 2) NFRC 200-2004 "Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence" 3) NFRC 500-2004 "Procedure for Determining Fenestration Product Condensation Resistance Values" Using computer simulation in accordance with NFRC: Frame and Edge Modeling: THERM 5.x,/WINDOW 5.x NFRC Simulation Manual (Approved at test date), of a RC Aluminum Series "CM100" outswing casement aluminum prime window, along with attached drawings and bill of materials included in Appendix A, marked-up by National Certified Testing Laboratories,Test Report No.NCTL-110-12449.01,pages 01 through 07 of 07, dated 11/12/09,signed by Richard A. McVicker HI, Simulator,and Steven H.Coble,NFRC Accredited Simulator, Simulator-In-Responsible-Charge. (Submitted under previous NOA No. 10-0811.14) 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 0000. in Appendix A, marked--up by National Certified Testing L$bou tpries,•Test keport••• • No. NCTL-110-12450-1, pages 01 through 04 of 04, dated 1 f/30/00p dgaed by • 0000.. Christian J. Mitchell, Technician, and Robert H. Zeiders,.X.-X., Vice-j'resider t••'• 0669. . Engineering&Quality Penson-In-Responsible Charge. *0000* •...• ��••�• 6 (Submitted under previous NOA No.10-0811.14) •••• 6 9 9•. 000' 0000.. 4. Recycled Content Determination Report on: 0 . . 0 0000 0000 0000.. Name: Casement Window,CM100 0,•• Raw Material: Ahuninum • 0000.. Including letter from Fundieiones Industriales S.A. (FIS441 datsd*V.f/22/10, certifying that the extruded aluminum products contained'30% rerye�} scrap 6 material,signed by Henry Kronfle,Vice-President. '0 (Submitted under previous NOA No. 10-0811.14) .mime D.Gascon,P Product Control Section Supervisor NOA No. 15-0302.02 Expiration Date: May 19,2020 Approval Date: April 09,2015 E-3 RC*Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED GREEN SUSTAINABLE ATTRIBUTES{GSA} SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials.The documentation submitted has been reviewed by Miami—Dade County Product Control. Q AT ...... ..... .......... %Recycled I %-Reeveled %Blo--based %Renewable Material Component Name Content at at Disposal Material Tdanuf. I I 1. Window Aluminum 30% 1 1000/0 NIA N/A (Submitted under previousNOA No. 10-08.1.1.14) OX -Zv ----------- .......................... Test Product GA G.9 C ]ED# SHGC Glazing Components: U- VT R Report#: Number Factor Base line 000 AL 3/16 BRNZ 24002 SS-D ARG BRNZ-1/8 090PVB 1/8 AL 0.64 N/A N/A NI Product A 1. 001 AL 5/32 BRNZ 24092-SS-D-ARG-BRNZ-1/8-090 PVB-I/S-AL 0.64 0.21 0.21 15 2. NCTL 002 AL5132 CLR 24002 S.S-D-ARG-CLR-1/8-090 PVB-1/8-AL 0.64 0.22 .0.29 15 3. 110-12453-11 003 AL-5/32 CLR-24062-SS-D ARG ORN-1/8 090 PVB-I/S-AL 0.64 0.21 0.20 15 4. 004 Al5/32LCLR�24002 SS-D ARG GRY-1/8 090PVB 1/8 AL 0.64 0.21: 4. 1 15 (Submitted under previous NOA No. 10-0811.14) Leend Abbreviations: Descrintion: SS-D Desiccant-Filled Stainless Steel Spacer 240#2 Cardinal Low E 240 @#2 Surface T)rpicjal - ARG __ --; oo:oee 90%Argan PVB 0.090"Poly Vinyl Bu al(PVB)interlUer **sor CLR Clear Glass BRZ Bronze Tint Glass GRN Green Tint GlassLose: V: GRY Gray Tint Glass 0o 0 AL Aluminum Frame Submitted under previous NOA No.10-081L14 G-1.0 Or V6006;�'AIY00 ...... .' Component Name C-Value 1. Whole Window 1.72 (Submitted under previous NOA No. 10-0811.14) Jaime D.Gascon,P.1t. Product Control Section Supervisor NOA No.15-0302.02 Expiration Date: May 19,2020 Approval Date: April 09,2015 G.-1 EQUAL LTTES WINDOWS UNEQUAL LTTES WINDOWS WIDTH 47 1/2' DESIGN LOAD CAPACITY- PSP DESIGN LOAD CAPACITY-PSF D.L. OPG. A8 m WINDOW DIMS. 5/18'LAM.GLASS WINDOW DIMS. 5/18' LAM. GLASS WIDTH HEIGHT EXT.(+) fNL(-) WIDTH HEIGHT EXT.(+) INT.(-) z 11•MA14 Z 19-f/8' 85.0 90.0 19-1/8' 88.0 90.0 % g HEAD Y! Q 2a' 85.0 80.0 24' 85.0 90A m �� 4� mCzi F g y 26-1/2' BSA 90.0 26-1/2' 85.0 90.0 6 m da COR_N_ERS I A m $ HL O 30' 28• 85.0 90.0 30• 38-3/8 85.0 90.0 = 37' (4) 88.0 904 37' (5) 85.0 90.0 1� 42• 85.0 90.0 42' 85.0 90.0 48' 85.0 90.0 48' 55.0 90.0 53-1/8' 85.0 9D.o s3-t UNEQUAL UTES (ORIEL TYPE) m /8' 85.0 90.2 19-1/8' 85.0 90.0 19-1/e' 85.0 90.0 N o B 24' 85.0 90.0 24' 85.0 90.0I' •� 'I C z Q 26-1/2' 85.0 1/8'HEAT STREWO GLASS 90.0 26-1/z• 85.0 90.o m ri 38-3/8' 50-5/8• g M. 85.0 80.0 JO' 854 904 090'Interlayer (8) (6) OUPont Butodla PVB 1 37' 88.0 90.0 37' 854 90.0 By'El DuPont Oe Nemours&Co..Inc.' F 42' BS.O 80.0 42' BSA 90.0 48' 85.0 90.0 48' 70.0 70.0 1/8'HEAT STREN'D GLASS 53-1/8' 85.0 BOA 19-1/8• 85.0 804 � A� N c - S $ 88.0 90.0 24' 85A 904 � Y4 SILICONE 24' 85.0 90.0 28-1/2' Se' 85.0 90A g N DOW CORNING 791 28-1/2' 85.0 90.0 3p' (7) 85.0 90.0 '•4 o m 30' 30ry)8' 85.0 90.0 37' 85.0 80.0 FFFSSS vi FALSE MUHTWs 47 7/18• z w w Fl 37' 85.0 90.0 42' 70.0 70.0 I MS MAY BE USED m 42' 85.0 90.0 19-1/e• 85.0 904 D.L.OIC. ? W LL x > 48' 85.0 90.0 24' 85.0 90.0 50 5/18' Q N a 53-1/8' 71.4 75.5 28-1/Y (Ir 88.0 90.0 {{O VENT WIDTH 19-1/8' 88.0 90.0 30• (» 85.0 90.0 EB 53 f/8' N N M 24' 85.0 90.0 37' 70.0 70.0 M9 26-1/2• 85.0 90.0 f9-1/8' 85.0 90.0 WINDOW WIDTH sB' 76' 5/16 OVERALL LAM. GLASS ri 30' 85.0 90.0 24' 88.0 90.0 (7) (9) TYPICAL ELEVATION =Zo r 37• 85.0 90.0 28-1/z' 70.0 7 O 9GLAZING DETAIL o 42' 85.0 90.0 +� NO. IN PARENTHESIS INDICATE NO. OF N �'N 2 48' 85.0 80.0 ANCHORS PER JAMB. 63-1/8' 70.0 70.0 SH075 ALUMINUM SINGLE HUNG WINDOW 19-1/8' 85.0 90.0 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 24' 85.0 90.0 CHART SHOWN ABOVE. 26-1/2' 85.0 90.0 30' 83` BOA APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE37' (7) 90.0WIDTH COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHERWINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USINGa2' 90.0 MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. /�� 1 PRODUCT RBS «�48• 904 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL on& "v/�OZ DZ53-1/8' 70A WILL APPLY TO ENTIRE SYSTEM. 'K-H 90.0 U o g a a o 80.0 lc�y • NED AND TESTED TO COMPLY WCi THE 7B, 804 • IDA BUILDING CODE INCLUDING HIGH VELOCITY() W ! ��9 90.0 • S TO lid.. OnRs� t}5T BE ANCHORED PROPERLY TO TRANSFER THESE WINDOWS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. 90.0 7THHEE L1CTU SHUTTERS ARE NOT REQUIRED. • NO. IN PARENTHESIS INDICATE NO. OF EQUAL UTES ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS Emyr:JAYAD AH ANCHORS PER JAMB. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCW. MAD DIAL S r l*SR LOADN•4CONOMCINS NOT SHOWN IN THESE DETAILS ARE nA.K 0 70 r • • • OT ART tF THIS AP RAL 0 y NOTE: •• • • AIOAD DYRATIOr INC&4SE IS•USED IN DESIGN OF ANCHORS INTO WOOD ONLY. $� GLASS CAPACITIES ON THIS SHEET ARE • •• • •! ••• • �T+.•SI•AMSj10 BE HICNs}<1PAC:ION-METALLIC AND NON-COMPRESSIBLE. Z Erowing no. BASED ON ASTM 00-09 SEC. GUSTS) BUILDING AND FLORIDA SCOMMISSION MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMRAR MATERIALS SHALL MEET THE W09-61 -DEC-219 REQUIREMENTS OF THE FLORIDA BUILDING CODE. DECLARATORY STATEMENT OCA05sheet of 4 • • • • • • • • • • •• •• • • •• % •• ••• • • • ••• 0 • TYPICAL ANCHORS SEE ELEV. TYPICAL ANcrroRs FOR ACING STRUCTURE ter SEE ELEv. WOOD BUCK FOR SPACIPIG x § TYPICAL ANCHORS Z d;' e;• m SEE ELEV. MIAMI—DAOE COUNTY APPROVED a • .e:< V. - SP _ FOR SPACING MULLION&MULLION ANCHORS zd a e. • SEE SEPARATE NOA u� y 11 E1 l7 TYPICAL ANCHORS a FFOR SPPAACwc n WOOD BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOWCASE TYPICAL ANCHORS: SEE ELEV. FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND 1/4' DIA, ULTRACON BY-= (FU-177 KSL FY-155 IM) o TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4'HILTI KWIK-CON 8 (FU-183 KSI,FY-157 KSQ INTO 20Y WOOD BUCKS OR WOOD STRUCTURES v 1-1/2" MIN. PENETRATION INTO WOOD lit I THRU 1BY BUCKS INTO CONC. OR MASONRY g 1-1/4' MIN. EMBED INTO CONC. OR MASONRY W w E3 DIRECTLY INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRYES z 3 a IS © 114 SELF DRILLING SCREWS (GRADE 5 CR �S) _ N N p4 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') (n h n N M, INTO METAL STRUCTURES 2 23 i( I STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) � =a W �o j ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N I � c o INTO CONCRETE AND MASONRY = 1-3/4" MIN. d INTO WOOD STRUCTURE= 1 MIN. ° INTO METAL STRUCTURE = 1' MIN. WOOD AT HEAD,SILL OR JAMBS SG-0.55 MIN. ` �( CONCRETE AT HEAD, SILL OR JAMBS 1'c- 3000 PSI MIN. ! C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. SEALANT: $ rat ; HB ALL FRAME AND VENT CORNERS AND INSTALLATION a ♦• ••a • • • • • SCREWS SEALED WITH SILICONE. • • •• • • • • • s o © •• • • • • ••• WEEPHOLES: g<m e W E2 •• W1 = 1-1/4" WEEP NOTCH AT EACH END _ ENr:JAYAO A„mm •� n CML T FLA PE A 70582 *_..v.: °. da" ••a • •:•c • • PRODUC7'&ENBWDD CAN.3538 O • • P� •,• •._ C. //�� AVL . .P 4.. •.e ••i ••. .. •. ' v,. A► O drawing nno. •1• ,n •'o , v ' �YY W09—61 _ M� Poadua sheet Q oT 4 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TTEM 0 PART 0 REQD. DESCRIMON MATERLL MANP./SUPPLJBB/RBMAAW 4%Y a E1 SH075-006 1 FRAME HEAD 6083-T6 - E2 SH075-009 1 FRAME SILL 6083-T6 - E3 SH075-012 1 FIX.MEETING RAIL 6063-T6 - O E4 SH075-007 2 FRAME JAMBS 6063-T8 - 1 ES SH075-010 1 VENT TOP RAIL 6083-T8 - EB SHC75-011 1 VENT BOTTOM RAIL 8083-TB - E7 SH075-M 2 VENT JAMB STOLE 6063-T8 - �! ES SH075-008 4/LITE 5/16'GLASS STOP 6063-T6 - �i A ES 5COY-026 OPTIONAL EXTRUDE FRAME SCREEN ALUMINUM - tam, E10 500Y-030 OPTIONAL SCREEN CORNER LOCK V1 V-100 AS READ. OUTSIDE WEDGE - OUROMEFER 6335 SHORE A Q V2 V-099 AS READ. N'GASKET FOR BOTTOM VENT - DUROMETER 8835 SHORE A Y M1 W31141NK AS READ. WEATHER STRIPPING PILE•MEETING RAIL - M2 W312DINK AS READ. WEATHER STRIPPING PILE i i MIAMI-DADE COUNTY TTYPICAL ANCHORS M3 W3129INK AS READ. WEATHER STRIPPING PRE - "� APPROVED MULLION FOR SPACING M4 DC-791 AS REOD. SILICONE - DOW CORNING EE ELEV. Til iiiiii F SEE SEPARATE NOA M5 V-2100 AS REQD. 3/16'x 5/16'SINGLE PACE TAPE - NORTON O M6 100 SERIES 2 SIDE LOAD BLACK do TACKLE- 2 ACKLE - 2 TOP WIDE 1104 NYLON - 2 BOTTOM WIDE 1110 NYLON 3 3 - - - TEfOdINAL CHIP®135 TAKE OUT CLIP 1121 - - W w .. M7 X100-238 - SASH CAM FOR BLOCK k TACKLE BALANCE - - z d Z u ---------� MB 022STISO 1 Q-LON NEATiHERSTRIPP[NO - _ 3 M9 - - 1/8'x 1/8'x 4'LG SUM BLOCK EPINd DUROMETER 80t5 SHORE A �i NO N °. M10 LL-2DO 2 SPRING LOADED UFT LATCH PLASTIC AT 9-1/2'FROM EACH END Z T N ^� PI P-653 - VENT WIDE PLASTIC - V1 n M P2 P-054 - VENT STOP - MELTPONT m m 3 n WINDOW WWTFt WINDOW WIDTHSt - AS REQ. ASSEMBLY SCREWS(16 x 1'LG PH.SYS) ST/ST - S Z S2 - - 16 x 3/8'L6 FH.SNS ST/ST TYPICAL.ANCHORS y O'N 2 SEE Ems' O FOR SPACING 1/4'MAX. �n 1/4'MAX. O O SHIMS SEE�HORS SHIM TYPICAL ANCHORS FOR SPACING e VENT WIDTH LOR SPACING p MB M7 S2 Pt L7 M1/4'SHDTAX.•• o oo�a nm • • • • •ii-' v poam c - - - - WOOD K W060 STRlTC1U - - - - •• • • • • tro 33 N3 10 3 ° 187• EW.JIM AH IAD •1 3 E4 EXTERIORaw WOOD BUCKS • • .t.OPG. • •.• •:• .• ', .-.h - PI CAK 3478 • • • • • • 'ODUtl'EIIPAI 8 .. �2.a2 METAL •.• • 00* • • • [Q0 / drowolg rro. STRUCTURE W09-61 DaaN sheot 3 of 4 • • • • • • • • • • • •• •• • • • •• •• 2.000 ,Soo 1.210 St {�� .030 TYR F.7 -.872..5 .050 TYP. 968 I80 2.000 2.120 805 st I u i Et FRAME HEAD 1.970 ♦Z' E4 FRAME JAMB I a O Q 2.932 ,.272 .730 .073 Z I 050 �—I a .500 � ^i.654 0 GLAZING BEAD J E3 MEETING RAIL p� 1.542 .es5 Z 6, Z 582 .374 � 1-019 .182 —L 4 1.799 .875 Z 1�N iv II 1 SPRING LOADED LATCH .868 4� ® PLASTIC / =Z O O VENT TOP RAIL 2.203 0 w N O 1.782 2918 1 2.134 I 25,0 t lee 050 502 VENT CORNER DETAIL i c 1.302 1 I - .� .300 �l 988 I� . .. "W t11 ILL ." a E6 VENT BOTTOM RAIL Ez FRAME BILL i • i i FRAME CORNERS DETAIL m c$^o • • • ••• • a m u o IppI----1.453—q •• ••• •• • • • •• �I.g7g I Ear.JAVAD AHMAD II CML r • •.. • ••. ••• •.• FIA.FE gg 70382 1KlODUCI'R6H81VCD CAN.b578 }' .� 050 988 • . • • • • • • �meomP,YIM1B wItlT th ":a d o70 . . • • • • uumm�ac� 2.OZ 8 2015 a —1.675 F- •o• • ••• • • • drawing no. E7 f VENT SIDE RAIL A�[ro�, uclContml�� 9W09 of 4 • •• •• • • • •• •• SYMBOLS ® WINDOW/DR MK. O ® OPNG.MK. 1. REPLACE EXISTING WINDOWS 8 DES113N&PERMITTING,IN13 AT LOCATIONS SHOWN. 2.REFER TO APPROVED NOA'S FOR � PRODUCT SPECIFICATIONS, FEIN ALLOWABLE DP&ATTACHMENTS. 3.ALL PRODUCTS ARE IMPACT RATED&APPROVED FOR USE IN 22618 VISTAWOOD WAY THE HVH2. LA BORATON,FL 33428 ,i ANCHOR 1AU-1ACI CAS CAS 10 3Q97".X..50Z/,8 0 37P"X 50�" 2 7292 BIRD ROAD 9 2 NOA#15-0416.02 g �NOA#15 0416.02 MIAMI,FL 33155 ---- SH - 3 - 18 Y2.X 38" Z +85 .0 NOA#I5-0302.02 uiFt C.9 •••�• L2, BEDROOM 1 BEDROOM 2 [`. 2!i 16 `. Q o•z• •• • • P , •• �/s�, U b �•? w O J;,01 ••• �`Z•9 J • r (7 •• ••♦ \\—HR • /7a � h � � • • J ° 37"X50 " •• LJ W �•m•' Z s• •• / DP +80.0/-80.0 ••• �•g•! j •• ••• ---/// NOA#15 0416. 3 ti i� •• �•gc$ Q to ••• 37"X 38%" � 0 0 *00100 NOA#15-0416.03 , • • U •tA x = • • • Fe - • •• • y to i• ••e •• • ••s•{yl W • • • • N LuR /r ° u p __ ri 'z HR // _ 37"X 50%" OA#IS-0416.03 c W V BEDROOM 3 O J pa z Q > U HR A a EXISTING TO—/ 37"X 50 REMAIN DP=+80.0%80.0 ° W U HR "x" ro ^x^ ^x• "o" -x� Z o SOX" X" xR /' 1 r� W fL/�J•� Z NOA#15-0416.03 / O O4 DX010 - P -800HR HRNOA (� UJ z 70p,,XVl!"C^ 78"X 60" � W D DP=+80.0%80.0 DP=+80.0/-8.0 2 n, roc r' e'9 i T r_ Z A X N 15 0416.03 NOA#15-0416.03 - , W g 0 d , 1 ,,a I a WINDOW & DOOR LAYOUT --- a p J SCALE: 1'0 a 6 ---- ' -- SCALE: 1/r 1'-0" .UI4J't (;T T(_)�;i�:vll'I li iaCHECKED BY: (;1 V`Jlll I \I I i I)i {V DRAWNBY: JBD ISSUE DATE: 10/28/15 SHEETS Pi --— —————————————————————— 1 I I 94 05/8 I 60"- o I 8y8--] Qw b 0 I 3 A 90 w v I J x 0 I I I mI 05/8�� I m I L I z I 0 N I o I 0'/8, I Q bX s 0 l -- 1 ------------------------ sss•►• • •• • • • • •••� •ss• • •••• •s• • s•• • • •••••• , • • •s•s•• • • 00 0 • •09• s co Im � � � � PROJECT INFO: QUALIFIER INFO: PRODUCTS: � o D o RC HOME SHOWCASE �� o { DV6 BUILDERS SERIES"RD45"SINGLE DOOR "�' y LOPEZ RESIDENCE LIC NO.CGC 1519237 , o a m SERIES"CM 100"CASEMENT WINDOW r o ?g A ` 575 NE 95TH ST. w 0 -^ 3 MIAMI SHORES,FLORIDA SERIES"HR 100"ALUMINIUM SLIDING WINDOW coo IV SERIES"SH-075"ALUMINIUM SINGLE HUNG WINDOW g Z o in c 6 z in o �