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WS-15-1915 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-243807 Permit Number: WS-7-15-1915 Scheduled Inspection Date: October 06, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: EMILIO ORDONEZ JTRS, MARIO E Work Classification: Window/Door Replacement CI !1'rA ITGC Job Address:546 NE 92 Street Miami Shores, FL 33138- Phone Number 305/499-9633 Parcel Number 1132060141170 Project: <NONE> Contractor: INFINITE BUILDERS LLC Phone: (954)924-4014 Building Department Comments INSTALL 16 WINDOWS AND 5 DOORS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-243692. CREATED AS REINSPECTION FOR INSP-240228. SAME AS ABOVE DOOR IN MASTER DO NOT MEET MIN EDGE DISTANCE WINDOWS Failed ❑ MUST BE INSTALLED PER N.O.A NO CEMENT ALLOWED Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 05,2015 For Inspections please call: (305)762-4949 Page 21 of 39 /r, \y c5� M1 1J, Miami Shores Village = �` / 1� d 10050 N.E.2nd Avenue NE �1a5. lI� W � .... Miami Shores,FL 33138-0000 \\ Phone: (305)795-2204 Pe�titPRC3 :. ryE� ` „. OM 9161 Expiration: 03/14/2016 Project Address Parcel Number Applicant 546 NE 92 Street 1132060141170 MARIO E FLOTA JTRS EMILIO C Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell MARIO E FLOTA JTRS EMILIO 546 NE 92 Street 305/499-9633 ---- -- --- MIAMI SHORES FL 33138 546 NE 92 Street MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone Valuation: $ 17,000.00 I 11 NFINITE BUILDERS LLC (954)924-4014 (786)301-3898 Total Sq Feet: 412 Type of Work: INSTALL 16 WINDOWS AND 5 DOORS Available Inspections: No of Openings:21 LInspectionype:Additional Info: AttachmentClassification:Residential Scanning:6 inginging Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $10.20 Invoice# WS-7-15-56525 DBPR Fee $4.65 07/29/2015 Check#:2801 $50.00 $624.50 DCA Fee $4.65 Education Surcharge $3.40 09/16/2015 Check#:2975 $624.50 $0.00 Permit Fee $310.00 Scanning Fee $18.00 Technology Fee $13.60 Work without Permit Fee $310.00 Total: $674.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT,,I certify th all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zo ....Fut e, I authorize the above-named contractor to do the work stated. it September 16, 2015 7ing ized ure:Owner / Applicant / Contractor / Agent ate Buil Department Copy September 16,2015 1 • Miami Shores Village u) Building Department JUL 29 2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 J Tel: (305)795-2204 Fax:(305)756-8972 C� INSPECTION LINE PHONE NUMBER:(305)762-4949 Far 7n tci BUILDING Master Permit No. M 15- 7PE MIT APPLICATION sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP l _'Ia ` CONTRACTOR DRAWINGS JOB ADDRESS: 5�1( Nie 9 LS"i�eCy City: Miami Shores 'i t County: Miami Dade Zip• 33 1 38 Folio/Parcel#: II Z(j�- O'�i` 111o' Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: 4 Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): MUS '0 B01-k � C,iM,�''0 0"�LACL Phone#: Address: "111'k S"(C City: 5 Oxn State: EL Zip: _ '330Y Tenant/Lessee Name: Phone#: Email: CONTRACTOR: `Company Name: 1in�:n'' �, 1ptY5 Phone#: T o Address: o Mw qui } 12, City: 5(a _ -r State: Zip: _33i Qualifier Name: y�t STA' V1�(7 1ff�� Phone#: State Certification or Registration#: cg)c 1S1�� 30'A Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State:++ Zip: Value of Work for this Permit:$i�,bh(7 Square/Linea7Repair/Replace ge of Work: I Type of Work: El F-1Alteration E] New ❑ Demolition Description of Work: -_7�"S�ko cti,oh Q Li�vfS (5-) Specify color of color thru tile: Submittal Fee$ Permit Fee$ 1 y C� CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ C,2, 4. (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signatur OWNER or AGENT The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 21 day of :) .20 1-5 , by zj day of i; 20 i '5 by s personally known to who is personally known to me or who has produced as me or who has pr use as identification and who did a identification an id take an oath. NOTARY PUBLIC: ;z'rX ARSERGIOCUEVA *: MMISSION#EE 851033 NOTARY POLI PIRES:March 9 2017 ,�y1""Y'r� OSCAR SERGIDUnderwifters and Thru Notary Public Undervrtiters MY COMMISSION +•. '�? EXPIRES:Marc Bonded Thru Notary pu Sign: II Sign: Print: Print: Seal: Seal: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) . . . ... . . . ... . . . . . . . . . . AL-FAROOQ CORP•QRATION ■. CONSULTING Ef�GII�EF�F'S;8j eRC7bLtCT DEVELOPMENT SITP-•Vk-CIFIE':•V' fND rVADS WIND STANDARD: ASCE 7-10 FBC 2010 EDITION .. • . . •• ••• .. (..ON . ... i . . . . . (Based cta plata mplied by. client) 1. Client INFINITE WINDOWS 'F 2. Project Name Emilio Residence 3. Project Address 546 NE 92nd Street Miami Shores FL 33138 CITY STATE ZIP 4. County : Dade 5. Building Height 15 FT. 6. Building Dimensions : Length — FT. Width — FT. 7. Building Roof Slope ❑ Flat ® Slope ( See Figure I below) 8. Risk Category ❑ I ® II ❑ III & IV Risk category T applies for non essential buildings. e.g. storage facilities etc. Risk category 'IT applies for all commercial and residential buildings. e.g. homes, appt., offices etc. Risk category 'III&IV'applies for essential buildings. e.g. schools, hospitals,police stations,fire stations etc. 9. Attach floor plan with shutter/window, sizes and types. (Note: If maximum load used for all openings, floor plan is not required) Client Representative Figure 1: 2 2015 Sloped roof JAVAD AHMAD,P.E. Flat roof FL#70592/EB C.A.N.#3538 1235 SW 8711 Avenue I Miami,FL 33174 T:305.264.8100 F:305.262.6978 1 www.afceng.com I alfaroociPafceng.com INFINTE WINDOWS EMILIO RESIDENCE Wind Speed(mph) 175 Mean Roof Height[h](ft) 15.00 ^ 546 NE 92ND STREET Importance Factor 1.00 Height Above Gnd. Level[z](ft) 15.00 _ MIAMI SHORES, FL 33138 Exposure Category D Horizontal Dimen. of Bldg. (ft) 102.00 Risk Category 2 Roof Slope(deg.) >10 Type of Building With Impact Protection Coefficient Kh 1.03 Coefficient Kzt 1.00 Coefficient Kz 1.03 Coefficient Kd 0.85 Velocity Pressure Evaluated @z[qz](Ib/ft^2) 68.64 Velocity Pressure Evaluated @h[qh](Ib/ft"2) 68.64 Component Size Gcp Coefficients Gcpi Coeff. Design Wind M Mark Comp Type W(in) H(in) S(in) Aft^2 Z4+ Z5+ Z4- Z5- Pos Ne Z4+ Z4- n Zone ALL 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 48.6 -52.7 •••••• •• •••• • • •••• • •• ••••• •• •• •••• ••• •• • ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING:AL-FAROOQ CORPORATION, 1235 S.W.87th AVE,MIAMI FL.33174. TEL:305-264-8100 Engineers Seal Engineers Name And Signature Design Date Design Reference Number 7/17/2015 3:19:41 PM AFC#15-0951 1 M IAM I•DIADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miaroidadLgov/economy E.S.Windows,LLC 10653 N.E. Quaybridge Ct. Miami,FL 33138 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 rsuspend 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"3000" Aluminum Outswing French Doors w/wo Sidelites APPROVAL DOCUMENT: Drawing No.W04-51 Rev I,titled"series-3000 Alum Outswing French Doors (LMI)",sheets 1,2,2.1,2.2 through 6&6.1 of 7,prepared by Al-Farooq Corporation,dated 06-10-04 and last revised on AUG 27,2015,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Limitations: 1.Lower Design Pressures(DP)of Doors,sidelites,hardware,glass and threshold(sill)options shall control. 2. See sheets for doors,2.1 for single sidelite and sheet 2.2 for doors with sidelites option]witk in testeJ 1jr7pe areal • 3.The Water Rating+DP with STD sill=+70 PSF(X&XX)and Hi-Rise sill=+90 PSF�Xx)and+1j6 INF(X). • 4.The frame are of alternate size must not exceed 97.58 W,nor panel tested area and max..Eatiel height::..' LABELING: Each unit shall bear a permanent label with the manufacturer's name or logd,Barranquilla,lColumbiD....: state and series and following statement: "Miami-Dade County Product Control Approved",'ridted her$i".:. ' RENEWAL of this NOA shall be considered after a renewal application has been filed and gue has beenno 00:000 change in the applicable building code negatively affecting the performance of this producse*so :*sees ...... TERMINATION of this NOA will occur after the expiration date or if there has been a 1h� rch or change in the '. materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorse ntent 4 product.... for sales,advertising or any other purposes shall automatically terminate this NOA.Failutg Ie cpmply ryituxy ;Goo** 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#14-0722.13 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. MIAMFDADE COUNTY � • � Expiration Date: Sepietnber 1'6,x01?' Approval Date: September 03,2015 v�`,� Page 1 t E.S.Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under file referenced below) 2. Drawing No. W04-51 Rev I,titled"series-3000 Alum Outswing French Doors(LMI)", sheets 1, 2,2.1,2.2 through 6&6.1 of 7,prepared by Al-Farooq Corporation,dated 06-10-04 and last revised on AUG 27,2015,signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under files#14-0722.13/#12-0308.40/#09-1217.03) 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(see sheet 2) 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,TAS 202-94 Along with marked-up drawing and installation diagram of aluminum outswing French door w/ Sidelites,prepared by Fenestration Testing Laboratory,Inc.,No. FTL-5938,dated 10/01/09, signed and sealed by Julio E. Gonzales,P.E.Note: This test report has been revised,reviewed, signed and sealed on 03/29/10 by Jorge A. Causo,P.E. 2. Additional Test Reports:Test reports issued by Fenestration Testing Laboratory,Inc Test report No(s)FTL-3947 & FTL-3955 per TAS 201,202&202-94,dated 02/04/04,both signed and sealed by Edmundo J.Largaespada,P.E. and test report No. FTL-5164 per TAS 201/203-94,issued by Fenestration Testing Laboratory, Inc,dated 08/01/07,signed &sealed by Carlos S. Roinda,P. E. (Submitted under file#09-0825.04). C. CALCULATIONS 1. Anchor verification calculations and structural analysis complying with FBC-2014(5"' Edition),prepared by Al Farooq Corporation, dated 06/01/15 signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02,-04&-09 D. QUALITY ASSURANCE 0000 1. Miami Dade Department of Regulatory and Economic Resources(REg). • •••• •••••• E. MATERIAL CERTIFICATIONS • 0000.. 0000 0000.. 1. Notice of Acceptance No. 14-091.6.11 issued to Kuraray America, Inc:Nokrner E.I.DuPont 0 DeNemours&Co.,Inc.)for the"Sentry Glass 8 Interlayer", expirinog v:r07/4/17••0• 0 • 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.f inner E.I. DuPont ••;•• DeNemours& Co.,Inc.) for"Kuraray Butacite PVB Interlayer",exkir0*n4on 121106 00:: :', • 000 . F. STATEMENTS •••••• • 1. Statement letter of conformance to FBC 2014(51' Edition)and letter df no flnancWjVterest, •••"• prepared by Al Farooq Corporation, dated 05/29/15, signed and sealed byJavad A%nj di P.E.:0 0 0 0 2. Lab compliance as part of the above referenced test report. • G. OTHER 1. This NOA revises NOA# 12-0308.40,expiring September 16,2019. 2. Test proposal No(s)#09-0225 dated 06/17/09,#06-0411 dated 07/31/07 &02/06/06 approved by BCCO. 3 Distribution agreement between Energia Solar, S.A.-ES Windows and ES Windows,LLC, dtd 08/03/15, signed by Ms. Carla Garcia(MGR)and Andres Chamorro (Gen. MGR)respectively. Ishaq I.Chanda,P.E. Product Control Examiner NOA No.15-0611.10 Expiration Date: September 16,2019 Approval Date: September 03,2015 E-1 146 3/8"MAX. 76" MAX. v W OVERALL FRAME WIDTH FRAME WIDTH N AT(4MTC.4TIOLES RS 35 3/16" 76" MAX, 35 3/16' (4)ANCHORS 73" v AND MULLION ENDS SIDELRE WIDTH DOOR FRAME WIDTH SIDELITE WIDTH AT MTG.STILES �110 OPNG.WIDTH 6' Q i 6"MAX. 3" }^6-"^{ 3" 3, SURFACE APPLIED 6"MAX, F-6-"-{ 3" PHOT HINGES N Q HEAD/SILL I_ I 3' FALSE MUNTiNS HEAD/SILLI _I SEE SHEAF 2 CL a A C T r �� MAY BE USED r l FOR CAPACITY d CORNERS CORNERS i \�I IQ O o CL 71 N \ E I 11 USH \ I I I / \ Q• ==Ti=_ _= Ir _ bTSH ❑c_TI _❑ _=u=�- i FETISH Q d<C BOLT, O 0 II F u G LOCK 6PTIONS SEE SHEET 2 FOR CALOCK OPT� 5 aLLZ LI SEE SHEET 2 u&i✓�Ni�_S N om FOR CAPACITY\ ��/ i � / 3'POINT TO u io koI!LOCK n N x YlP N� ____ .➢ ---- ===== Y===== -====Sly'-==] iV x =====d._==== I �, .-. O -I a � IT if -�=it----- / - it X< Z N m II �FIUSH ii iI BOLT / ii ao H ill V / =� ===-iF-k== a/ B ==i1L-==' ===-ir X== i //-/BOLT () n n \ /LUSHLTACTIVE NACTIVE ACTNE \I INACTNE -- - -- — Z 3 J r 12" mEn 12" m g 3Z"o 26 3 16" MAX. 29 5 16" ZZ :728 J 16" �. I M / / / rc BUTT HINGES / ¢ �, to N D.L. OPG. O.L. OPG. SICALLO D.L. OPG. �O O FOR CAPACITY 0 SEE SHEET 2D.L.OPC. S HEAD �tJ 12 LA 33 5/16" 36 13/16" 33 5/16" rtwplTYf�+'M��rM•M�LM - PANEL WIDTH LEAF WIDTH OXXO PANEL WIDTHbwft �q/s-6��•/U ( XX LOCK OPTION #1 CK OPTION #2 MAX. FRAME AREA NOT TO EXCEED 97.58 SQ. FT. PER FBC 2014 RI .CwMI" S TYPICAL ELEVATIONS flow TESTED UNITS FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF 4 o 1 AND EXPOSED ON ACTIVE LEAF 6 SERIES-3000 ALUM OUTSWING FRENCH DOOR SEE DETAIL G ON SHEET 5. N a a APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. DOOR LEAF WIDTH (X) = FRAME WIDTH - 2.8125° DOOR LEAF WIDTH XX = FRAME WIDTH - 2.375")/2 SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. to see 9 J��J�TIQNS:•• DOOR LEAF HEIGHT(=(XX) HEIGHT - 2.500" - -g-1.- THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •• • •• US!GRRTS AS FOLLOWS. SIDELITE PANEL WIDTH = SIDELITE WIDTH - 1.875" °a 1.e REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIQH VELOGIW • • ••..!. o c- -_- HURRICANE ZONE (HVHZ). • • • • STEL 1•"I'MINL•QESIGN WIND LOAD REOUIREMENT BASED THESE PRODUCTS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 0 •• 0 WINIJ 0G1Y,BLDG. HEIGHT, WIND ZONE SHUTTERS ARE NOT REQUIRED. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER •• • •US�IG ICABI.E ASCE 7 STANDARD. c q LOADS TO THE STRUCTURE. STEP 2 FOR SINGLE(X)AND DOUBLE(XX) DOOR CAPACITIES En9r.JAVAD AHMAD o o ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS SEE SHEET 2. CMLUSE LOWER VALUES FROM j GR lgCi G %q, ••• Ffr%ILL OIRI S USED.GLASS, HINGES,LOCK AND 705928 $ B EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ESS R STU A.N. p ANCHORING OR LOADING CONDITIONS NOT SHOWN IN TF:SE•DETAII•S ARE Y STEP 3 FOE fIDELR.PANEL(0)CAPACITY SEE SHEET 2.1. NOT PART OF THIS APPROVAL. y !! N A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHO•S IN1104WOOD ONL SItQ 4•F01 S&L CUNBINATION WITH DOOR OR SIDELITE ••• • • • SE L10ORR ACITY CHART ON SHEET 2.2. drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT '�l COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS LOWEST VALUE RESULTING FROM STEPS 2,3 W04-51 lS SHALL MEET THESTEPA AND 4 SHALL APPLY TO ENTIRE SYSTEM REQUIREMENTS OF THE FLORIDA SLOG. CODE. . sheet 1 of 7 FRAME WIDTH �u �� 'X' DOORS N DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) a / GLASS TYPES HINGES LOCKS Z J / K FRAME HEIGHT FRAME WID 'A', 'B' & 'D' 'C' & 'E' 'F' OPTION 'I' OPTION '2' OPTION 't' OPTION '2' TH id a INCHES INCHES EXT. (+) INT. (-) EXT.(+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+)FINT. (-) EXT. (+) INT. (-) EXT. (+) INT. 95-3/4 37-1/2 70.0 80.0 90.0 90.0 100.0 120.0 90.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 0 v 39-5/8 - - 90.0 90.0 100.0 120.0 90.0 90.0 100.0 1 120.0 70,0 80.0 100.0 120.0 \ p , D \ NOTE: V c LOWEST VALUE SELECTED FROM OPTION WILL APPLY. p W 0&'a<� LOCK OPTION 1 & 2 C 17 n• FRAME WIDTH Q DOORS IL Z DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) y LO 0 N / \ GLASS TYPES HINGES LOCKS Q"� / \ FRAME HUGHT FRAME WIDTH 'A', 'B' & 'D' 'C' & 'E' OPTION 'I' OPTION '2' OPTION 'I' OPTION '2' INCHES INCHES EXT. (+) INT.(-) EXT.(+) INT. (-) EXT. (+) INT.(-) EXT. (+) INT.(-) EXT. (+) INT. (-) EXT. EXT. (+) INT. (-) 95-3 4 71-3/4 70.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 I� w / n g / 76 - - 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 g ,o HINGES: LOCKING HARDWARE: WATER INFILTRATION LIMITATIONS' 0 \ / OPTION N7: ACTIVE LEAF; WHERE WATER INFILTRATION RESISTANCE IS REQUIRED 4 LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS �^ THREE PIECE ALUM BUTT HINGE BY 'E.S. WINDOWS' z W LOCK OPTION 1 &2 (3) HINGES PER LEAF AT 11" FROM TOP&BOTTOM OPTION Nt: STD. SILL L +70.0 PSF(X& %X DOORS) SURFACE MOUNT DEAD BOLT LOCK BY'YALE' HI-RISE SILL = +90.0 PSF(%X DOORS) ' cl- FASAND AT MIDSPAN +100.0 PSF(X DOORS) o N '^ FASTENED 70 DOOR FRAME AND LEAF WITH AT 45'FROM BOTTOM, KEY OPERATED ON 3�.- N X110 X 1"FH SMS EXTERIOR AND THUMB TURN ON INTERIOR � O ol n I (6) SCREWS AT FRAME, (5)SCREWS AT LEAF FASTENED TO ACTIVE LEAF LOCK STILE WITH 0 M (2) 1/4-28 X 2-1/2"OH MS Z 3 tD OPTION p2: LEVER TYPE METALLIC HANDLE AT 37"FROM 2.000 g 3 Z-j BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE 1.500 FACE MOUNT 2 WING PIVOT HINGE BY 'MASTER ACCESSORIES' M o WITH EXTRUDED ALUMINUM BASE, DIE CAST ALUMINUM WITH(2).�8-32 X 1-3/4'PH M5. 62 Vj vol COVER PLATES, ST. STEEL PIVOTS AND GALV. STEEL g W�.�j BRUSHES AND SCREWS CONCEALED FLUSH BOLTS BY'SULLIVAN &ASSOC.' STD. SILI, HI-RISE SILL (2) HINGES PER LEAF AT 12"FROM TOP& BOTTOM MANUALLY OPERATED LEVERS MOUNTED ON STILE O FASTENED TO DOOR FRAME AND LEAF WITH FACE, LOCATED AT 12"FROM TOP AND BOTTOM 5/16-24 X 1'FH MS(2)PER WING FASTENED TO LOCK STILE WITH /8 X 3/4'FH SMS (2)SCREWS PER BOLT ' y i G D.L. OPENINGS: OPTION M2: g= 3 POINT LOCK SYSTEM BY 'INTERLOCK'AT 39" .8 O.L.O. HEIGHT = LEAF HEIGHT - 8.1875" (STD. OCT. RAIL) FROM BOTTOM ° >? O.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ►RODUtfRlVT3ED : D.L.O. WIDTH = LEAF WIDTH - 8.625" ENGAGING AT HEAD AND SILL n vempllYywth The Fln.Ne u k a KEY OPERATED ON EXTERIOR AND THUMB TURN ON Widlei Cc& v o INTERIOR AoeepfYtp ft WIDTHS: FASTENED TO ACTIVE LEAF LOCK STILE WITH saphvow ate FRAME WIDTH LEAF WIDTH DAYLITE OPG. (2) '8-32 X 2"OH MS j4:la- Caw iii o r n 31-1/2" 28-11/16" 20-1/16' •• ••• • • • • • •• AA�II •H(yN1d o m r 37-1/2" 34-it/16" 26-1/16" • • • • • • • • • INACTIVE LEAF(FOR USE WITH OPTIONS 1 & 2) v o o$8 39-5/8" 36-13/16' 28-3/16' NOTE: •• •• ••• • • ••• •• CONCEALED FLUSH BOLTS BY'SULLIVAN &ASSOC.' 4 x- DOOR WIDTH AND HEIGHT MUSO • • • • • MANUALLY OPERATED LEVERS MOUNTED ON 59-3/4" 28-71/16' 20-1/16 COMPLY WITI-r�GREREQUIR�TdEN1S • • •• INSIDE FACE OF LEAF STILE LOCATED AT 71-3/4' 34-11/16' 26-1/16" 12"FROM TOP AND BOTTOM a ,i PER FBC WHERE REQUIRED. FASTENED TO LOCK STILE WITH En9,:JAVAD AHMAD 76' 36-13/16' 28-3/16' /8 X 3/4'FH SMS (2)PER BOLT CM FIA.PE 0592 HEIGHTS: DAYUTE OPG. • • • • • • • • E $ r STANDARD HI-PROFILE ••• • • • 0 c FRAME HEIGHT LEAF HEIGHT BOTTOM RAIL BOTTOM RAIL • •• •• le • �U�SjAPACITIES ON THIS SHEET AREdrawing no. 82-1/2' 80' 71-13/16" 68-1/16' ••• • • • BASE• ON ASTM E1300-09 (3 SEC. GUSTS) 95-3/4' 93-1/4' 85-1/16' 61-5/16" AND FLORIDA BUILDING COMMISSION W04-51 DECLARATORY STATEMENT DCA05-DEC-219 sheet 2of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRAME WIDTH STATIONARY PANEL (0) OR SIDELITES t' l� V DESIGN LOAD CAPACITY - PSF GLASS TYPES a FRAME HEIGHT FRAME WIDTH 'A', ,'D' 'C','E' 'F' ...... p EXT (+) INT (-) EXT (+) INT (-) EXT (+) INT (-) WATER INFILTRATION LIMITATIONS Z i FT./IN. INCHES Q FF © WHERE WATER INFILTRATION RESISTANCE ISi Z 33 70.0 80.0 90.0 90.0 90.0 90.0 LIMB EXTERIOR LOADS FOR ALL CASES AS FOLLOWS �w I IBJ �i% 36 70.0 80.0 87.0 87.0 87.0 87.0 STD.SILL= +70.0 PSF IL _ '!f 6/10-1/2 HI-RISE SILL = +90.0 PSF O p W 39 70.0 80.0 80.3 80.3 80.3 80.3 0 v 42 1 70.0 74.6 74.6 74,6 74.6 74.6 11 d w 33 70.0 80.0 9D.0 90.0 9D.0 90.0 1.500 2.000 �. _ y. 7/0 36 70.0 80.0 87.0 87.0 87.0 87.0 e 39 70.0 80.0 80.3 80.3 80.3 80.0 .-T. Or 0 1y 8/0 33 70.0 80.0 87.6 87.6 90.0 90.0 STD. SILL HI-RISE SILL Q IL Q (0) 36 70.0 80.0 87.0 87.0 87.0 87.0 agWW0 W t;l) D.L. OPENINGS: I Z D.L.O. HEIGHT = LEAF HEIGHT - 8.1875" (STD. BOT. RAIL) j�7 D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) Q W 1 f D.L.O. WIDTH = PANEL WIDTH - 4.000" 0 ro 3/16"H.S. GLASS 3/16"H.S.GLASS 1/8" H.S.GLASS 1/8"H.S.CLASS o s o 090" Interlayer 090'Interlayer 090"Interlayer .090" Interlayer SenlryGlos Butacite PVB Butacite PVB Butacite PVB By 'Kuromy Americo, Inc.' By'Kuraray America, Inc' By'Kuraray America, Inc.' By 'Kuraray America, Inc.' � 3/16"H.S.GLASS 3/16"H.S.CLASS 1/8"H.S. GLASS 5/32" H.S. GLASS J w v. Ai, R SILICONE SILICONE SILICONE S UI((A N DOW CORNING 795 SILICONE w DOW CORNING 795 a. w DOW CORNING 795 p 3 DOW CORNING 795 t- Z C CI rn M z m I z m i m y} v}] tn �� at� 31 �� m � 31 u) I N II N it 'I \ I I I O-n I I ¢t n Q WWJ I II "I J O 0 0 0 w GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' z FROD6c[*ra m bc'�MCmb Oe AorMa 4 o o& 1/8"H.S. GLASS 48y�l�l " GLASS Aaeyhmfl6 0 xg 8�i gg By rst6a Met 090"Interlayer ayer y S SenlryGlos r. �V ., _ & Ni I By'Kuraray America, Inc.' Americo, Inc.' Mrald Ohir met Courdl 1/8" H.S. GLASS H.S. GLASS Ill SILICONE SILICONE •• ••• • • • • • ° DOW CORNING 795 FDOW CORNING 15 ••0 0 0 .00 •L c LL o S Z W Z W • •• • • • • 000 • - 31 ij'I I UEngr:JAVAD AHMAD FIA PE L 70592 m N. 38 s o • ••• ••• ••• NOTE ••• s a 4 4 • • • • GLASS CAP11Cl11ES ON THIS SHEET ARE USTS) u •• • • • • O tAS:D tN;AS�A E1300-09 (3 SEC. Gdrawing no. GLASS TYPE GLASS TYPE 'F' ••• • • • AND RORIbbA BUILDING COMMISSION GLAZING OPTIONW04-51 DECLARATORY STATEMENT DCA05-DEC-219 S - sheet 2,1 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OVERALL FRAME W. OVERALL FRAME WIDTH OVERALL FRAME WIDTH OVERALL FRAME WIDTH ; �u MULLION C A A C -I C A C _ N DESIGN LOAD CAPACITY - PSF a DOOR TO SIDELITE TO SIDELITE MULLION SIDELITE MULL SIDELITE WIDTH FRAME HEIGHT UNREINFORCED REINFORCED REINFORCED EXT.(+)/INT.(-) EXT.(+)/INT.(-)INCHES FT. IN. EXT.(+)/IM.(-) /�� 24 80.0 80.0 90.0 \ E \ \ \ / r W V 27 80.0 80.0 90.0--_-_-. 30 80.0 80.0 90.0 33 6/10-1/2 80.0 80.0 90.0 D _\ D \ 0 \ B D \ 36 80.0 80.0 87.0 - MR qo R DOOR 39 80.0 80.0 84.J OFTW4E SIDELITE SIDELITE FRAME SIDELITE DRAME SIDELITE SIDELITE FRAME SIDELITE OOR DOOR DfWVJD E C o 42 74.fi 74.6 74.6 WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH yJ p 24 80.0 80.0 90.0 C] 4+ 27 80.0 80.0 90.0 az j (oxo ) ( xoo) (xox) Z Wi 30 7/0 80.0 80.0 90.0 (OOX 33 80.0 80.0 90.0 OVERALL FRAME_WIDTH OVERALL FRAME WIDTH OVERALL FRAME WIOTIi --8_._ - - _..--_ 36 80.0 80.0 87.0 39 80.0 80.0 80.3 - 18 78.9 80.0 90.0 N 21 74.8 80.0 90.0 / 24 71.1 80.0 90.0 E F / C \J E 27 8/0 67.9 80.0 90.0 x .,� .,� '%i :; %�, ; •., ' '' \ 30 65.0 80.0 90.0 w L b 33 62.4 78.9 36 60.1 76.0 B \ 3 O�n1 SIDELITE DOOR FRAME SIDELITE I DOOR FRAME SIDELITE _SIDELITE SIDELITE DOOR FRAME I 3 Z Fi o I WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH Alr�nomza (OxX) (OXXO) (XX00)) XXO (OOXX) W w M UNREINFORCED REINFORCED REINFORCED DOOR TO SIDELITE MULLION SIDELRE TO SIDELITE MULLION NOTE: FOR DOORS CAPACITY SEE SHEET 2 o FOR SIDELITE CAPACITIES SEE SHEET 2.1. FROOfICEN nwo o F FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE aa41wM►tle PbrlM. LOWER VALUES FROM DOORS, SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. _41 w gp Y,• MI►Jd Ph1e retCwlrM H o r o _ 4 0 SIDELITE WIDTH 39 5/8'MAX. SIDELITE MWWTH •• SID%IJE WID • • • •39 5/8' MAX. SINGLE (X)DOOR WIDTH SINGLE(X) DOOR WIDTH i Engr:JAVAD AHMAD o � CML FIA.PE/70592 • ••• ••• ••• •• • CAN.3538040 <9 0 • • • •• • • v` if • •• •• •• • • • •fl- 1=77 2015 Browing no. •• SIDELITE WIDTH 76'MAX. W04-51 DOUBLE(XX) DOOR WIDTH sheel2.2of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS 3 SEE ELEVATIGNS EDGE DIST, TYPICAL ANCHORS FOR SPACING 1BY N SEE ELEVATIONS WOOD BUCK d VFORiSPACING �f.- .a ��IST- � e 5 e• _'_ 2 F a a � < d CAS 1 �o SNAPPID r8 - a 15 22 IN PUCE 15 34 - 0 a Q G g I`J7 13 - 33 13 y co p �l 3/4'MIN. V THROW BOLT LL Z r m PENETRATION 29 29 g O m 31 31 J N � I OPTIONAL IRIM S o b U x � z J W ZS 1 � U m N C'1 �NdN N 2 O O O M N n � O O o 3� a a � •� w W w' iLo< E" F a 6A g 4J(0 5 w w - - w H 31 31 w �' u�a 28 30 28 30 gmg qo g 1/2'MIN. g s Q d 25 THROW BOLT 32 a i g rc PENETRATION YRODI7C I SNAPPED 15 /`J1 INTO SILL I;JI 3A rtk FlO� IN PUCE 22 15 33 3a 34 Ae eu Nu -0 .IU O • • - • • •• 6>t/6 �D�h w o 0 o a o • • 6 21 _ O Y N • 21 • • • • 3 vii HI-PROFILE BOTTOM RAIL 1111 �ni�n GYeel � • � 34 APPLICABLE TO STATIONARY 0 14 •• 1 • ••• • • •••' AND OPERABLE UNITS ....:.:.:. Engr:JAVAD AHMAD o 1 v ' v HI-RISE FRAME SILL CIVIL 1 v 1 APPLICABLE TO STATIONARY FLA.PEN 592 n • ° ,.. . AND OPERABLE UNITS CAN. TYPICAL ANCHORS 3/16"X•1 P/2' • 1��ANCHORS 3/16'X 1-1/2' SEE ELEV. FOR SPACING WEEP LOT SEE•ELEV. F011�SPACINS•• Y r WEEP SLOT 2/SILL AT XX RS • • • • • dfawin `no. 1/SILL AT SI � 1/SILL ATX , RS • • • • • L 2015 9 EDGE 01ST. EDGE 01ST, wQL1.-5'� STATIONARY UNITS OPERABLE UNIT$ sheet Sof 7 EDGE DIST. TYPICAL ANCHORS V '� ^j SEE ELEVATIONS TYPICAL ANCHORS FOR SPACING SEE ELEVATIONS 'D FOR SPACING a EDGE DIST. z ; METALMIAMI-DADE COUNTY APPROVED p H STRUCTURE MULUON h MULLION ANCHORS SEE SEPARATE NOA p; I EDGE DIST. IL �o I os v; a O ri a W WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEMIt 0 0 AND TRANSFER THEM TO THE BUILDING STRUCTURE. 14 u�W LL 6 TYPICAL ANCHORS -- ------ {L Z = j SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING Q W g O 1/4" DIA. ULTRACON BY 'ELCO' (FV-177 KSI,FY-155 KSI) -� m INTO 2BY WOOD BUCKS OR WOOD STRUCTURES y 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) o THRU 1BY BUCKS INTO CONC, OR MASONRY S 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) U DIRECTLY INTO CONC. OR MASONRY z w 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) a 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) 4'0t't m 0 0) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 0 n INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") $ 3 z INTO METAL STRUCTURES i' o STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) N U)a ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) `�� W (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL D DISTANC NTO CONCRETE AND MASONRY = 2-1/2" MIN. _ INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. 0Km WOOD AT HEAD OR JAMBS SG a 0.55 MIN. u a 6 CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. d i SEALANTS: !! = •• ••• • • • • • •• �p=%rye • • • • • • • • • ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 8$ • • •• • • • • • WHITE/ALUMINUM COLORED SILICONE. m w p - •• ••• •• • • • •• FRODUC r REVfSl:J1 o r En9r.JAVAD AHMAD pwNY Hr FMAM _ CIVIL . �FUCPE 70582 N 1 1 A $ y iMM Am S • • • • !• • • �� CO•Ira1 •• • • • • • • • • • drowln ♦ •• •• ♦• C Z 7 201! W04-51 sheet 4of 7 • • • • • • • • • • Z � 3 a 1/4"MAX. O #10 X 3/4'SMS IF l CONCEALED FLUSH BOLTS O J g IU SHIM 2 E O 6'FROM ENDS �J AT 10'FROM EACH ENO 11 G CONCEALED FLUSH BOLTS & 14"O.C.MAX. WITH LEVERS ON STILE FACE 12 AT 10"FROM EACH END a Pil 13 26 WITH LEVERS ON INSIDE FACE O: r _ 4 Q� O 5 13 ACTIVE LEAF IN-ACTIVE LEAF (� m pMQg 10 16 34 16 _- , - 30 0�ao• n (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS a 3 FFii 11 MUST BE ENGAGED DURING PERIODS LL Z OF HURRICANE WARNING) w % aWei� 2529 2q 23 29 31 25 O a 21 21 22 ? n 8 n 17 ' LOCK OPTION I<T a O.L.OPG. O.L OPG. z n SIOELITE PANEL WIDTH LEAF WIDTH (.) OVERALL FRAME WIDTH EXTERIOR o V)N TYPICAL ANCHORS OPTIONAL REINFORCING ? p i0'^ SEE ELEV. SEE SHEET 2.2 FOR CAPACITY Ono o n FOR SPACING .96'X 2"X.96'X 1/8" Z 3 J FULL LENGTH STL CHANNEL Q 3 Z N (STEEL TO BE PAINTED OR PLATED) I O� (G CONCEALED FLUSH BOLTS t US Q 3 POINT LOCK SYSTEM U 72 AT 10"FROM EACH END W n f WITH LEVERS ON INSIDE FACE O IN-ACTIVE LEAF a = - r"Ducreavmw o g 101 1 •yYtOlr Dfu ACTIVE LEAF (I 25 IN-ACTIVE LEAP �' ` �� \• \4r.r� 1 2 64+•Jpb Cw11,M a y •• ••• •. • • e oaa • • f • • • • t • LOCK OPTION 02 o Engr.JAVAD AHMAD I r o CIVIL Y FL.PE p 70592 • ••• ••• ••• •• t CAN 3538 o S • • • • • • i • �° £ ••• • •• •• •• • • • • drawing no. • W04-51 IUZ01a sheet gof 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.11 • • •• •• ••• • • • ••• • • TYPICAL ANCHORS �� W 4�14�61NG 1BY 1/4"MAX. WOOD BUCK SHIM T. y�p 3 MAX. 1/4"MAX. 'q Z PACE SHIM 2 f" a 5 2 26 / O 2 WOOD BU/p(( 13 ACTIVE LEAF OR �y W00 STRU URE �;O a 34 7 16 11 - _ 'A 0: 3VjI 24 31 23 29 19 c 34 8 TYPICAL ANCHORS 17 7 SEE ELEV. FOR SPACING in TYPICAL ANCHORS D.L. OPG. SEE ELEV. g METAL FOR SPACING LEAF WIDTH o STRUCTURE O = n 39-5/8"MAX. U FRAME WIDTH EXTERIOR J UJ __LOCK OPTION 1 OR 2 H x ( x ) OPTION 1 SHOWN Vj N 0 34 _ 22 OPTIONAL TRIM " n p ZS J KQ 3 Z n O ( 0-0 ) OPTIONAL REINFORCING SIDELITE TO SIDEUTE �n SEE SHEET 2.2 FOR CAPACITY y� .96"X 2' FULL LENGTH L.CHANNEL (STEEL TO BE PAINTED OR PLATED) TQ SLS 3�o& ACTIVE LEAF 4 ¢u tlo�.�_O_6.11•I.D • • • • � 56; • • I c - • • O Engr:JAVAD AHMAD p r 9 21 CML j 3 34 FLA.PE Of 70592 e 3 • ••• 000 ••• 8 CAN.3538 n • • • •• • • • • • • • • • o ••• •• :• :• ••• •LOOK OPTION 1 OR 2 drawing no. OPTION 1 SHOWN AUG015 W04-51 sheet5.lof 7 ••• • • • • •O• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM/ PART/ QUANTITY DESCRIPTION MATERIAL MANY./SUPPLIER/REMARKS w 1 ES3001-1 1 FRAME HEAD 6063-T6 - N 2 E53001-2 2 DOOR FRAME JAMB 6063-T6 - 3 ES3002-1 1 FRAME SILL(STANDARD) 6063-T5 - 3A ES3025 1 FRAME SILL(HI-RISE) 6063-T5 - F 4 ES3003-1 AS REDD. SIDELITE ADAPTER 6063-T6 - Q of a 5 ES3004 AS READ. SHEAR PLATE ®ANCHOR LOCATIONS 6063-T6 3'LONG Q7 a 6 ES3005-1 2/LEAF TOP AND BOTTOM RAIL 6063-T5 O lu O 6A ES3024 2/LEAF HI-PROFILE BOTTOM RAIL 6063-T5 7 ES3006-1 1/LEAF DOOR LEAF JAMB - HINGE SIDE g6.63T5 - 4 y 8 E53007-1 1/LEAF ODOR LEAF - LOCK SIDE 9 E53007-2 1/LEAF DOOR LEAF - KEEPER SIDE - Q�& m Q 10 E53008-1 AS READ. SIDELITE STILE - Q n p 11 FB-1202-914 2/LEAF CONCEALED FLUSH BOLT SULLNAN &ASSOCIATES IX In12 FB-1202-914 2/LEAFCONCEALED FLUSH BOLT SULLNAN &ASSOCIATESa 13 E53011 AS REDD. JAMB TRIM OPTIONAL ,_q� L4 14 MO12 1 SILL COVER 6063-T6 - Z P(S�I1 WtiE 15 ES3013 2/ LEAF WEATHERSTRIP ADAPTER 6063-TS - 16 ES3014-1 4/PANEL PANEL CLAMP 6063-T6 - 17 ES3003-3 3/LEAF HINGE ASSEMBLY 6063-T6 SEE SHEET 2 s 17A I - 2/ LEAF PIVOT HINGES - SEE SHEET 2 19 - - DOOR LACK (SAVANNAH 201SL) - YALE e 20 - - DEAD BOLT LOCK (PREMIER) - YALE 21 W22321NG AS READ. FIN-SEAL PILE W'STRIPPING - ULTRAFAB i n 22 ES3020 AS REDD. BULB WEATHERSTRIPPING VINYL AT SIDELITE PANELS fE UJJ 23 - 1/ HINGE HINGE REINFORCING BAR ALUMINUM 1-1/4"X1/8"X4-1/4"LONG z J w 24 - AS READ. HINGE REINFORCING BAR ALUMINUM 1/8"THK. X 7-7/8"LONG �- 25 - 2/LEAF 3/8"DIA.THREADED ROD W/ NUTS STEEL 26 - AS REDD. FRAME ASSY. SCREWS - 110 PAN HEAD SMS 0 27 - AS READ. MULLION REINFORCING CHANNEL A36 STEEL - Z 3 e o 28 ES4014 AS REDD. BOTTOM RAIL GLASS STOP NEOPRENE - 3 Z LL.o 29 ES4019 AS REDO. PANEL SILICONE STOP NEOPRENE - y •o g 30 - AS REDD. 3/8" DIA. X 1/8"HT, BUMPER SILICONE FRANK LOWE RUBBER CO. g W LO 31 ES4013 AS READ. WEDGE GASKET EPDM OUROMETER 73±3 SHORE A 32 ES3022 2/ STILE FLUSH BOLT BRACKET 6063-T5 - 33 - 2/BKT. BRACKET INSTALLATION SCREWS - /10 X 1"FH SMS 34 GAON AS REDD. DOOR PANEL W'STRIPPING - SCHLEGEL c$ €�8 o'd c C f"d PRODKr"VISW • o a B • • •• • • • • • u o„ 06 •• ••• •• • • • •• o Engr.JAVAD AHMAD o CML eFLA.PE/70592 C.A.N.3538 00 O • •• •• •• ••• ••• drawing no. ••• G . 015 WO4-51 sheet hof 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• ••• •• •• 4.000- 1 12 1•�-1.779 I 0.375 in .225 .688 + ao 1.500 .105 ZF % L2.250 0.312 F W I 076 1 31 WEDGE GASKET (S-E 1:/) + 666 o 4-2.0`16 L2.125 a,O FRAME HEAD/JAMB 3.350 + R �1 608 .078 �r n Mo -4 -�u ys z.000 ® III C°o � =1 g <o T II 21 - 674 �1 L *� I I ail o 1�1.soo�l 3 6 5/16"ow. I5 WEATHERSTRIP ADAPTER ® SHEAR PLATE STEEL PIN-\ (D J F 0- 3 J (D 3.375 1.750 .800 045 .076 ® I g 4.000 852 2.000 ®+ 3.500 I I z o t3 JAMB TRIM (OPTIONAL) 9- 28rrU .913 �w t.tt2 17 3 PIECE HINGE '3 N a m F�.590 0 © TOP/BOTTOM RAIL 96o I� p ',o .250 2.674,-1 .125 2.000 pj N Q J .07 -� i6 PANEL CLAMP .31 750 2.0041, MULLION 913 27 REINF. CHANNEL 3.350 2.163 rRODBCfRr4m 8 i b .390 1.145 h •IIr4 Pbr10a o_a 3€ ._._ _. ._ .490 .078 SIDELITE ADAPTER 1.750 621 .913 Ar�.M 0 {1.10 7 1.145 --� 1.500 \ .563 111111110 .062 } r5 .078 4.000------- �w o ---1.927 to SIDE LITE STILE •• •• • • • • •• 0 v' ' to SILL COVER 7 o ® i FRAME SILL (STD.) o u 8 8 4.625--- • •• • • •7,�0 :• • • • • • • 1.954-�( 4.000( .094 .913 • •• • • • •• -� 1.145 � 1 i .490- _ Engr:JAYAO PlIMPOCKIL o r 1.984 -.5901.7150 FIA.PE/70592 333 n • • •• . • CAN.3538 a 1• 1.750 .590 •• • • 2.000 3 0 ,094-jI 4.0004 • • • • •en I drawing no. .9t3 •.• •Yom-1.7501 4.000 `t I G 2 7 201ri W04-51 Q HINGE STILE ©Qe LOCK STILE/KEEPER STILE w HI-PROFILE BOTTOM RAIL FRAME SILL (HI-RISE) sheet 6.1of 7) • • • • • • • • • • ••• • • • ••• • • 4,u 01 h / o / • o Qa u a U a YY 16 Q;O LL 1680 R a�ul,< oa<; SI FRAME 70P CORNER 25 DELITE_ADAPTER TOP CORNER 25 y QQ g�j Q°Eo Q6Fd O m J m o Z N I U � i J W DF 5 (n N 7� o _ 00)').0)')n I O M � Z 3 J m 7 W (/),o Q W M N STATIONARY PANEL OR DOOR LEAF CORNER SIDELITE CORNER o n �Om e 26 28 �rc / A �,� PRODI1CfRE173fo N N n OA uM•f�'�1jt11MtYfPbrW w • • • • • • • • • � •�� off$ / Eng,:JAVAD AHMADCrYlL o c FLA.PE/70592 c n • ••• ••• ••• • • CAN.3636 • •• •• •• e ••• ••• drowin no. •.. '12015 FRAME BOTTOM CORNER SIDELITE ADAPTER BOTTOM CORNER W04-51 sheet 7of 7 • • • • • • • • • • • •• •• 0.0 • •• •• ••• • • ••• • • MM®D1ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy ES Windows,LLC 3550 NW 49'Street Miami,FL 33142 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 "1000/1050"Aluminum Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W03-56, titled "Series-1000/1050 Alum. Single Hung Wdw. (L.M.I)", sheets 1 through 8 of 8' dated 07/31/03, with revision J, dated 07/14/15, 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-.BAde County Product Control Section. •••• •• MISSILE IMPACT RATING: Large and Small Missile Impact Resistant :• •• • ..0*00 .. . ...... LABELING: Each unit shall bear a permanent label with the manufaell6is name•or logo»••• BARRANQUMLA, COLOMBIA S.A., series, and following statement: "Miaimt-Nde Ceaxty Froduit••••• Control Approved",unless otherwise noted herein. •••• • ...... .. . ..... RENEWAL of this NOA shall be considered after a renewal application has beers Ned and tkere fias been•••'• no change in the applicable building code negatively affecting the performance of tttitroduct. ' TERMINATION of this NOA will occur after the expiration date or if there has beeq a revis}eti tfl"changp ••• in the materials,use, and/or manufacture of the product or process.Misuse of thl X04 as an e.nderseme& P •• of any product, for sales, advertising or any other purposes shall automatically terminate this QXlFailure 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. 13-0617.27 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0129.03 MIAMI- C1 C1 DADE COUNTY Expiration Date: November 06,2018 Approval Date: July 30,2015 712 J�5 Pagel ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-1008.05) 2. Drawing No. W03-56, titled "Series-1000/1050 Alum. Single Hung Wdw. (L.M.I)", sheets 1 through 8 of 8, dated 07/31/03, with revision J, dated 07/14/15, 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 ASTM F 588-04/ 07 and per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-5815 and FTL-5337, dated 02/13/09 and 01/25/08 respectively, both signed and sealed by Michael R. Wenzel,P.E. (Submitted under NOA's No. 09-1008.05 and 07-0928.14) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 .... 2)Uniform Static Air Pressure Test,Loading per Pl C TAS QN 94 ••••:' 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 2yj;-,� S) Cyclic Wind Pressure Loading per FBC,TA&2Q3-94 • 6) Forced Entry Test, per ASTM F 588-047 0?4nd peY FBC 2411':0*. 3.2.1,TAS 202--94 .. .. . .. ...... along with marked-up drawings and installation diagram of ap.allypinum single hung .' window, prepared by Hurricane Engineering& Testing, Inc., Fest 14eportj j;Tg;JIETIs•••'• 05-1448 and HETI-05-1953, dated 04/22/05 and 04/25/05 resp"vely,'both signed•..• and sealed by Ivonne Ghia,P.E. (Submitted under NOA No. 05-0720.01) Manuel Pey, 4 P. . Product Control&amis4r NOA No. 15-0129.03 Expiration Date: November 06,2018 Approval Date: July 30,2015 E-1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTM F 588-04/ 07 and per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by FenestrAtion Testing Laboratory, Inc., Test Reports No. FTL-3820 and FTL-3806, dated 06/09/03,signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-0910.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Ste Edition (2014), prepared by AI-Farooq Corporation, dated 10/23/14 and revised on 07/14/15, 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. 14-0916.11 issued to Kuraray AV*1-1ca, Inc' for the%0 "SentIGlas® (Clear and White) Glass Interla ers"9 datecr.O.V..25/15 .ex ri n on-o": 07/04/18. • • •••"' ..... 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amm+ieapinc.fgrrhe4 "Butacite©PVB GIass Interlayer",dated 04/25/15,expiring'tfn 12/11/18.. " ...... . . . . ...... .. . ... Manuel Perez,P.E. Product Control Examiner NOA No. 15-0129.03 Expiration Date: November 06,2018 Approval Date: July 30,2015 E-2 E S Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51 Edition (2014), and of no financial interest, dated October 23,2014, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No. FTL-5815 and FTL-5337, issued by Fenestration Testing Laboratory, Inc., dated 02/13/09 and 01/25/08 respectively, both signed and sealed by Michael R. Wenzel,P. E. (Submitted under NOA's No. 09-1008.05 and 07-0928.14) 3. Laboratory compliance letter for Test Reports No. HETI-05-1448 &HETI-05-1953, issued by Hurricane Engineering & Testing, Inc., dated 04/22/05 and 04/25/05 respectively,both signed and sealed by Ivonne Ghia,P.E. (Submitted under NOA No. 05-0720.01) 4. Laboratory compliance letter for Test Reports No. FTIr3820 and FTL-3806, issued by Fenestration Testing Laboratory, Inc., dated 06/09/03, both signed and sealed by Joseph C. Chan, P.E. (Submitted under NDA No. 03-0910.03) G. OTHERS 1. Notice of Acceptance No. 13-0617.27, issued to ES Windows, LLC, for their Series "1000/1050" Aluminum Single Hung Window -L.M.I.", approved on 09/19/13 and expiring on 11/06/18. •••• . . .... ...... .. .. . 00 .... . ..... . . .. .. . .. ...... . . . . ...... Manue Perez,P Product Control Exam NOA No.15-0129.03 Expiration Date: November 06,2018 Approval Date: July 30,2015 E-3 1/8"ANN.GLASS SILICONE DOW CORNING 795/983 6"MAX. 10"MAX. ro 090" Interlayer Mn HEAD/SILL HEAD/SILT. --- kuraroy SentryGlos ? rn 10'MAX. _ 6"MAX. CORNERS A g pMp By'Kuroroy America, Inc.' 11A y II HEAD/SILL �I•^ HEAD/SILL Z J 1/8'ANN. GLASS ami gA i FALSE MUNTINj A I CORNERS P F II (SURFACE APPLIED A I it IL SILICONE MAY BE USED o t DOW CORNING 795 _.-._-. D D tl m o: II II �o io I u a II �- II n o z T pAt� ALT GLAZING OPTION a0 a ii F \_ &a p D'I SQUARE GLAZING STOP CAN BE USED B s C r8 ro -- -- WITH ALL GLASS TYPES SHOWN ON s II 11 A o O: o THIS SHEET. m Q It n n _ z" AT 1/4 POINTS ON LITES z II II a La io ti 5- ' 21 WIDER THAN 36" m csa io ii ° Q f Li GLASS TYPE 'A' m 1/8" HEAT STREN'D.GLASS 1/8"HEAT STREN'D.GLASS C II '� II C) ni u°pi II II J � II II I .090'Interlayer .090"Intedoyer --kuraroy SenlryClas kuroray Butocits PVB 3 By'Kuraroy Americo, Inc.' By 'Kuraroy Americo,Inc. m(rj mg 1/8"HEAT STREN'D. GLASS 1/8"HEAT STREN'O. GLASS 47 1/8' O 47 1/8" � s O.L. OPG. 'a v D.L.OPG. 49 15/16" 49 15/16" '^ W w SILICONE DOW SILICONE N In DOW CORNING 795 DOW CORNING 795 VENT WIDTH VENT WIDTH (/j N 53 1/8" 53 1/8" 00,n ] WINDOW WIDTH WINDOW WIDTH M n U w D III Z 3_ m II — II II TYPICAL ELEVATION TYPICAL ELEVATION I _�, II D II I SERIES 1000(STD. SILL) SERIES 1000 (HI-RISE SILL) f lal M K v� O O AT 1/4 POINTS ON LITES AT 1/4 POINTS ON UTES 21 WIDER THAN 36" 21 WIDER THAN 36" SERIES—1000/1050 ALUMINUM SINGLE HUNG WINDOW o w GLASS TYPE 'B' GLASS TYPE 'C' DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER $8 5/32"HEAT STREN-D. GLASS 5/32"HEAT STREN'D. GLASS CHARTS SHOWN ON SHEEP 2 C THESE WINDOWS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. o� APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE SHUTTERS ARE NOT REQUIRED. 090"Intedoyer .090"Intedoyer COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER C a kuroray Butroy A e PVB kuroray S y Arr id WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING 1e By Kuraroy America, Inc.' By Kuraroy Americo, Inc.' PRODUCT RBVIS® •S MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. ncomPlylnp�Wlb Plodds 1/8'HEAT STREN'D.CLASS t/8"HEAT STREN'D. GLASS LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL El dlagCbde 9. 05 /12 WILL APPLY TO ENTIRE SYSTEM. A Dim -/.JA05 c•N n F SILICONE SIWCONE • • • BEEN DESIGNED AND TESTED TO COMPLY WITH THE Dy •re v 5 Z a= S CD DOW CORNING 795 m D(/CORNING 105 •• E IR THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY MI el'Todua Cbnubl J1 e • •• • • U I ONE 7H� Z). V 0 • • • • N I it • 000 •• WOOD BUCKS Bt ETHERS, MUST BE ANCHORED PROPERLY TO TRANSFER u�i I n LOADS TO THE STRUCTURE. q I I I En9r.JAVAD AHMAO QI I I ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS, ANCHORS CML r 33 .I O EMBEDMENT TO BASE %ATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FLA.PE 1 70592 $ ` CAN. 3538 ••• • ••• AWHORING OR ODAINNG CONDITIONS NOT SHOWN IN THESE DETAILS ARE O • • • NOT PART OF LOW APPR E I S o u 21 AT 1/4 POINTS ON LITES 21•A}I/4 NTS•ON�TF,� A=QAD OVPaT�O(V If�RE�6E IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. drawing"r1o. t WIOER THAN 36" ••W�ER TAA 36" • MAERWLS INCEUOING 91UT NOT LIMITED TO STEEL/METAL SCREWS, THAT •ri GLASS TYPE 'D' GLASS TYPE 'E' COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W03-56 GLAZING OPTIONS REQUIREMENTS OF THE FLORIDA BLDG. CODE. l JUL 1 U 201 i sheet 1 of g Or • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EQUAL UTES WINDOWS UNEQUAL LTTES (ORIEL TYPES) " DESIGN LOAD CAPACITY - PSF(HI-RISE SILL) DESIGN LOAD CAPACITY - PSF(HI-RISE-RISB SILL) STANDARD HEAVY DUTY STANDARD HEAVY DUTY TOP RAIL TOP RAIL TOP RAIL TOP RAIL Mo GLASS TYPE GLASS TYPES GLASS TYPES GLASS TYPE CLASS TYPES CLASS TYPES Z J WINDOW DIMS. 'A' 'B',V.V A'E' '8','C','D'!'8' WINDOW DIMS. 'A' 'B','C','D'k'E' 'R','C','D'A: WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) INT.(-) EXT.(+) 1NT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 19-1/8' 70.0 80.0 80.0 90.0 80.0 90.0 - - 19-1/8" 70.0 80.0 80.0 90.0 80.0 90.0 'L 26-1/2' 70.0 50.0 50.0 90.0 80.0 90.0 i26-1/2" 700 80.0 80.0 90.0 80.0 90.0 37" 26" 70.0 80.0 SOO 90.0 80.0 90.0 �� :� n � 37' 50-5/8" 70.0 80.0 80.0 90-0 80.0 90.0 � v. 42" (3) 70.0 80.0 80.0 90.0 80.0 90.0 = ._..-_ i eoJ Q 42' (5) 70.0 80.0 80:0. _ 90.0 80.0 90.0 49' 70.0 80.0 80.0 90.0 80.0 90.0 '� 49' 70.0 80.0 80.0 90.0 80.0 90.0 V {ell 53-1/8" 70.0 80.0 80.0 90.0 80.0 90.0 53-1/8" 70.0 74.0 80.0 1 90.0 80.0 90.0 cy 19-1/8' 70.0 80.0 80.0 90.0 80.0 90.0 19-1/8' 70.0 80.0 80.0 1 90.0 50.0 90.0 (149 26-1/2" 70.0 80.0 80.0 90.0 80.0 90.0 26-1/2" 58" 70.0 80.0 80.0 90.0 80.0 90.0 0 W C 37" 38-3/8' 70.0 80.0 80.0 90.0 80.0 80.0 Ip W _- I 37' (5) 70.0 80.0 80.0 90.0 80.0 90.0 w 1:�i ^ 42" (4) 70.0 80.0 80.0 90.0 80.0 90.0 k- 42" 70.0 80.0 80.0 90.0 80.0 90.0 2 f 49" 70.0 80.0 80.0 90.0 80.0 90.0 49" - - - - 80.0 1 90.0 53-1/8' 70.0 80.0 80.0 90.0 50.0 90.0 19-1/8' 70.0 80.0 80.0 90.0 80.0 90.0 a 70.0 80.0 80.0 90.0 80.0 90.0 26-1/2' 63" 70.0 80.0 80.0 90.0 80.0 90.0 28-1/2' 70.13 80.0 80.0 90.0 80.0 90.0 37' (6) 70.0 80.0 80.0 90.0 80.0 90.0 N 37" 50-5/8' 70.0 80.0 80.0 90.0 80.0 90.0 42 - - - - 80.0 90.0 n 42" (5) 70.0 80.0 80.0 90.0 80.0 1 90.0 19-1/8' 68" 70.0 80.0 80.0 90.0 50.0 90-0 0 49" 70.0 80.0 80.0 90.0 80.0 90.0 26-1/2" (6) 70.0 80.0 80.0 90.0 80.0 90.0 Z N 53-1/8" 70.0 80.0 50.0 90.0 80.0 90.0 37" - - - - 80.0 90.0 i n 19-1/5" 70.0 80.0 80.0 90.0 80.0 90.0 19-1/8' 74-1/4" 70.0 80.0 80.0 90.0 80.0 90.0 � VJ 26-1/2' 70.0 SOO 80.0 90.0 80.0 90.0 26-1/2" (7) 70.0 80.0 80.0 90.0 80.0 37" 58" 70.0 80.0 80.0 90.0 80.0 90.0 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. ir 0.0 80.0 90.0 42" (5) 70.0 80.0 80.0 r 0 9LIMIT EXTERIOR(+) LOADS TO 70.0 PSF FOR STD. SILL. 3 a'� 9 49" 70.0 80.0 80.0 90.0 80.0 _90.0 53-1/8 70.0 80.0 80.0 90.0 80.0 90.0 "+ � Z 3 J 19-1/8" 70.0 80.0 1 80.0 90.0 50.0 _90.0 $ =Z 26-1/2' 70.0 50.0 50.0 90.0 $o.0 90.0 j o 37" 63" 70.0 80.0 80.0 90.0 50.0 90.0 u Q 42' (6) 70.0 80.0 80.0 90.0 80.0 90.0 LJ 49" 70.0 80.0 80.0 90.0 80.0 90.0 5 5 5A.I 53-1/5 70.0 80.0 80.0 90.0 80.0 90.0 19-1/8' 70.0 80.0 80.0 90.0 80.0 90.0 4 4 4 26-1/2" 70.0 50.0 80.0 90.0 80.0 90.0 ' 37" 68" 70.0 80.0 80.0 90.0 80.0 90.0 W 42" (6) 70.0 80.0 80.0 90.0 80.0 90.0 PRODUCT REVISED a 80.0__ .------ I��--t-j )1I ea wmplyin%with ft Fkwlde -p W P Ip 49" 70.0 80.0 80.0 90.0 80.0 90.0 I OuildhW COd¢ v O� Ei 53-1/8" - - - - 80.0 90.0 lU1l� onn nelee `u n 19-1/8' 70.0 80.0 80.0 90.0 80.0 90.0 26-1/2" 70.0 $0.0 50.0 90.0 80.0 90.0 13Y 37" 74-1/4 70.0 80.0 80.0 90.0 80.0 90.0 3TD. TDP RAIL HEAVY DUTY TOP RAIL MIS a ud bon 1 / • • • • S-1000 • • •• S-1000 NO m$ �^ 42' (7) 70.0 80.0 50.0 90.0 80.0 •91,0 r 49' - - - - 80.0 IL-90.0 • • • i i 4a aA GLA S CAPACITIES ON THIS SHEET ARE S „a S 53-1/8" - - - - $0.0 090.0 • • • 5 •• • sc sc.1 AND BASEOFLORIDA BUILDING COMMISSION ON ASTM E1300-09 (3 SEC. GUSTS) o _ 19-1/8' - - - - 80.0 0045.0• 0 • •• • • ••• DECLARATORY STATEMENT OCA05-DEC-219 26-1/2' - - - - 50.0 90.0 ; "0 80" -_-"--- -" - - En9r.JAVAD AHAIAD o 37' () - - - - 80.0 90.0 CML i 42" 7 - - - - 80.0 90.0 FLA.PEN 70592 • • C.A.N.3538 49" - - - - 50.0 9 • • • • • • • • • • • s • N0. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. ••• � • • • • • • • LIMIT EXTERIOR(+) LOADS TO 70.0 PSP FOR STD. SILL. • •• • • •• • • • 00* • • • • • drawing no. STD. TOP RAIL HEAVY DUTY TOP RAH. 1402 015 W03-56 S-f05O S-1050 sheet 2 of $ • • • • • • • • • • ••• • • • ••• • • TYPICAL ANCHORS t, SEE ELEV. FOR SPACING TYPICAL ANCHORS �V le, SEE ELEV. FOR SPACING N WOOD BUCK gI ° Ed- °• METAL MIAMI-DADE COUNTY APPROVED a Z j TURE sai MULLION ION k MULLION CHORS Ed ; g y 1 usi C SEE SEPARATE NOA o H aN a< *1111AI TIC Nog 'o TYPICAL ANCHORS SEELEVS a Q¢�; SEE ELEVS. FOR SPACING FOR SPACING 11 WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM a AND TRANSFER THEM TO THE BUILDING STRUCTURE. J - 0 ab� TYPICAL ANCHORS: SEE ELEV. FOR SPACING 0 DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy=155 KSI) ' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES d N 11 - SA.I 1-1/2" MIN. PENETRATION INTO WOOD ;o ' THRU 1BY BUCKS INTO CONC. OR MASONRY i D 1-1/4" MIN. EMBED INTO CONC. OR MASONRY i e 5 8 �` B DIRECTLY INTO CONC. OR MASONRY J 1-1/4" MIN. EMBED INTO CONC. OR MASONRYOf J S2 © 4 O ' B� D - B� O` ` X14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 4 3°i a ALT U INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") 00 4 INTO METAL STRUCTURES Z n e 3 0 I 14 �, 1 1q 4 I Iq i STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) $ 3 z G ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) ; o- W I I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) E3 I �c 1 FS 41 r)m�' k x I ��i o w I � Ed = ANCHOR EDGE DISTANCE W d i I � o = I _) i I INTO CONCRETE AND MASONRY = 2-1/2" MIN. - INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. F 0 o WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Yo - 3000 PSI MIN. o 6 u C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. 8 SEALANT: dAlL JOINTS AND FRAME CONNECTIONS SEALED WITH � W1 1D 9 M • � SCHNEE MOREHEAD SEAM SEALER SM5504. $!^n 14 • • m c u ri I 9 �� • 1 • • • r_ "m N o-o r • • • • • • r i o WEEPHOLES: © W2 15 N �0 C • • • • ••• -• Wl = 1-1/2" X 3/16" WEEPHOLES AT 4" FROM EACH END •o 2 - j • • • • ODUCfREVISED W2 = 1-5/16" NOTCH AT EACH END m complying with Iho FluMg En JAVAO AHMAO •1 13U 1ding Cody _ 9r. 2 CML o di Acceptnuc•Np •OJ FIA.PE!70592 d - •• ••• lir ' ion Dae CA ]538 .1 .. :•. • • • s d . v' .••• • •. • • • m:dpml Product 'on 0 SII " ?. '•. •• •� • _ • • • - drowmq no. TYPICAL ANCHORS •Ed • SERIES-1000 - I IL 1 G 0 5SEE ELEV. W03-56 ^ Ed FOR SPACING VENT WITH SPRING LOADED LATCHES J --- sheet 3 of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS V SEE ELEV. FOR SPACING 18Y aWOOD BUCK e Ed a. O �1 U O O 8 O i s g�� m ai 0°�;� 11 0 o o JlZ-7M� 11 I I m 98 v in 98 OPTIONAL TO 9B OPTIONAL TO OPTIONAL TO n 9A BOTTOM LATCH 0 9A BOTTOM LATCH O BOTTOM LATCH o 8 8 B 3 z n w 4A 59 4A SO 8sC. U �u —y W Q © B1 B1 3Nan ALT. 3 I 14 19 i i 19 I 1 3 z LL o 1 1 Ix I ISI o = O W 1 I _j o 6 z — c 2 > �u O � c q O o C =a a Cz7 , 2 I 0 z m 11 6 1 \,n+a • I • • • • m pno„�c n 15 a��o nc,•• ••• ••• • =—oF v�u W2x OC 2 j • •• • • •• &q.JAVAD SPA withIAa koride ML Q : BuildingCo FIA.PE/70592 — ° d • •• • • • plwlOd No °D C.A.N.3538 a £ .1 • • !�' Uatias DOW ., t •• • • _ Q v •M1md o dwtConlro{ drawing no. TYPICAL ANCHORS ° °• �'• ° • • • SERIES- 050 W03-56 Ed FOR SPAACING ^--EV. Ea VENT WITH SWEEP LATCHES sheet 4 of 8 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM PART/ REQD. DESCRIPTION MATERIAL MANP./SUPPUER/REMARXS W 1 ES1001 1 FRAME HEAD 6063-T6 - 2 ES1002 1 FRAME SILL(STD.) 6063-T6 - o 2A ES1101 1 FRAME SILL(HI-RISE) 6063-T6 - O 3 ES1003 2 FRAME JAMB 6063-T6 - �. 4 ES1005 1 FIXED MTG. RAIL(FOR SPRING LATCH) 6063-T6 - 4A ES1051 I FIXED MTG. RAIL(FOR SWEEP LATCH) 6063-T6 - i tai 5 ES1004 1 STD.VENT TOP RAIL(FOR SPRING LATCH) 8083-T6 - SA ES2004 1 HEAVY DUTY VENT TOP RAIL (FOR SPRING LATCHES) 6063-T6 - pr 5A.1 E52004A 1 HEAVY DUTY VENT TOP RAIL(FOR SPRING LATCHES) 6063-T6 ALTERNATE TO SA Tj N 59 ES1052 1 STD. VENT TOP RAIL(FOR SWEEP LATCH) 6063-T6 - QI MIAMI-DADE COUNTY 5C ES1053 1 HEAVY DUTY VENT TOP RAIL(FOR SWEEP LATCHES) 6063-T6 - 8 Q O APPROVED MULLION V a SEE SEPARATE NOA TYPICAL ANCHORS 5C.1 ES1053A 1 HEAVY DUTY VENT TOP RAIL(FOR SWEEP LATCHES) 6063-T6 ALTERNATE TO SC SEE ELEV.FOR SPACING - —------- --- W 6 ES1006 1 VENT BOTTOM RAIL 8083-T6 - IL-1 Z 7_ ES1007 2 VENT SIDE RAIL 6063-TS Z 6 ES1008 AS ROD. GLAZING BEAD 6063-T6 - Q W BA ES1103 AS ROD. SQUARE GLAZING BEAD 6063-T5 - ( - u 9 ES1009 2/VENT SPRING LOADED VENT LATCH 6063-TS AT 6"FROM ENDS = ro - 9A 3032 2/VENT SWEEP LATCH ZAMAK AT 11"FROM ENDS J N 98 08 X 1" 2/LATCH LATCH INSTALLATION SCREWS - FH SMS 10 E51012 1/LATCH LATCH SPRING ST.STEEL Z N '._ 71 E51010 AS REQD. GLAZING WEDGE SOFT PVC DUROMETER 7015 SHORE'A' � n 11A 27-425 AS REQD. GLAZING GASKET EPDM DUROMETER 6015 SHORE'A' J 12 /8 X 1" 20 FRAME h VENT ASSEMBLY SCREWS CRS PH SMS z 4 rn J w 13 ES/011 2/VENT SASH CMM CELCON WINDOW WIDTH WINDOW WIDTH 14 43620-187 AS REQD, PILE W'STRIPPING WITH PLASTIC FIN - AMESBURY OR EOUIV. N a 15 0300%190 AS REQD. FRAME SILL W'STRIPPINC - Q-LON2 0 M m 16 - 2/VENT BLOCK h TACKLE BALANCE SERIES 120 BY BSI 5�5� Z 3 J 2 17 - 2/VENT SPIRAL BALANCE - 18 ES1013 2 SASH STOP Q TYPICAL ANCHORS 19 ES1505- I RUSH FRAME ADAPTER 6063-T5 OPTIONAL lal M SEE ELEV. FOR SPACING 205/16'BOX SCREEN - OPTIONAL 1 0 21 27-372 2/LITE SETTING BLOCK, 7/16"%3/18 X-3_ 3-1/2"LONG EPOM DUROMETER 7515 SHORE A 1/4"MAX. OVENT WIDTH 1/4"MAX. y G SHIM OPTIONAL 17 SHIMS 1BY 1/4"MAX. TYPICAL SPACING a F 16 W000 BUCKS 14 7 SHIM SEE ELEV. FOR SPACING _ rc� N x d g m METAL .. g - • • •• STRUCTURE c o$ o g _ _ _ _ _ _ _ _ _ _ •• • • •jYPICAL ANCHORS o • • 44 • $EE ELEV. W • ••FOR SPACING PRODUICTREVISED 12 - v az[anPiyWg"481 the Rodd• Engr.JAVAD AHMAD ; g EXTERIOR E# 33 3 8 Buildleg_(ude 2 2 IdRw Dl.OPG. ••• ••• _� .-.6 0•Aocey No O3 cJNI.3 7059 e Re' lonflele WINDOW WIDTH • • • �. � .'�i • • • •• • • •• • PTOLNIct 00* • • • • drawing no. ERIES-1000 W03-56 SERIES-1050 JU015 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL.ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING Z ,? METAL MIAMI-DADE COUNTY APPROVEO O k a o ' STRUCTURE MULLION& MULLION ANCHORS F y`j Zd Ed SEE SEPARATE NOA FFFiii 1 -_-__ I Ed o�� O I I n �,. � wt � VS� e•h1 3 1177 19 \N 317 19 ag'Qa 8 ALT. a 9 3 TYPICAL ANCHORS g Z SEE ELEV. FOR SPACING Qr bIn J p 1 3 � n x J W LD: O � VINd n S 00aM� 1/4'MAX.. ALT. n n •••• •••••• •••• •• •• •• •• SHIMS ,9 O'$r�h`in'c H•• iZu�M i LJQ ` dw G 0 CACHORS ALT. 3ELEV. OR SPACING PRODUCIBD Ergr:JAVAD AHMAOs 1, 5h- umclmplY6lawfth Nbdd � � CML Building Cod! FLA II PE 70592 P °Ed , QceePtan No CA.N.3538 .. • • • • • $ ° P ° TYPICAL ANCHORS SEE'0.EV.FOR SPACING ••• • • •• • • • Y _ _ !d oducl Conuol • •• • • •• • drawing no. ••• INSTALLATION_DITAILS WITH_FLUSH FRAME ADAPTER AUL _ 2015 W03-56 sheet-6 -1 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • p----2.330 1.130 1.130 -1 328 H- - I I � n .96 1.344 I �J .062 1.344 .062 .54� D Z pR 0 .719 .813 i0 .7710 (1{)J" I.. ISI Rfl III 2.063 2.063 O a Z 2.392 F--2.26-^68 1-�i 1 .813 .817 .250 F�,6 e97j a .930 I-- .930 �- t l GLAZING WEDGE FRAME HEAD 19 FLUSH FRAME ADAPTER LL STD. VENT TOP RAIL STD. VENT TOP RAIL ^G O 58 BASE POLYMER 0 EPDM RUBBER 2.186 .813 SERIES-1000 SERIES-1050 DENSITY 10.28 lbs/Cal VVV el 1.630 HARDNESS=70±5 1.630 TENSILE STRENGTH = 905 PSI Q <G .930 1.122 - ELONGATION T BREAK = 273R 0 4'I .930 1.130 TEAR STRENGTH= AK =Kip3% �O 41 BRITTLENESS TEMPERATURE- -40' F 2.370 - COMPRESSION SET=27R(22h•158'F) 2 n)s o 1.230 1.421 1.250 1.250 .080 J(ZZ�qqp 1.2 2io. 1.400 .078 ,147 2.063 .157 2.063 Q W si �- - __ .760 .062 .062 a00i 344 1.562 -4562� � 1 FRAME JAMB VENT LATCH 3 ro H.D. VENT TOP RAIL® H.D. VENT TOP RAIL SERIES-1000 SC SERIES-1050 z a 1147 -1 r-.329 w - 1.630 1.630 V zLi ,062 M3 .050 T N J L I1-4 1.250 .125 1.250 .125 n .837 .837 1-� .147 L 2.063 153 0 2.063 0Lfil LLLJJJUUULLLJJJ LLLIIISSSI)ILLLJJJ GLAZING BEAD SQUARE GLAZING STOP .062 .062 Ii .888 1.949�i .715 62 62 1 .868 . F --7 H.D. VENT TOP RAIL H.D. VENT TOP RAIL .813 .857 .062 .930 SA. SC. L SERIES-1000 SERIES-11050 qQ 2.188 Y .81_ I .992 .992-, qq 1.250 .062 .489 1.474 33 O7 VENT SIDE RAIL C pRp 5 1.149 2.113 .062 r 2.181 uiuFa .082 ,.675 -- I T 1.250 1.250 •3 8 © VENT BOTTOM RAIL •994 2.457 2.457 -L>tl r. ••• • • • • .212 •� .062 MEl41NG RAIL • •• a • Its RAIL ,,r SERIE•-1000•• • • M • • ES oqO .062 3.127 2.502 •• ••• •• • 1 • •• _ 1.335 Egre JAVAD AHMAD i o 710 o CML o FLA.PE 9 70592 � ) • ••• ••• ••• • • CAN.3538 .874 .874 • • • • • • %cowlyIgs%At SGD • • • • • W�>Y1�1W81 Lha FlOrids oo % FI L-- •B ild4W�79 -1.879 . .. . . .. . afPPna�la . 05 2.331 -2.331 ••• • • • ti Gale f��+)+�v dr0wmg no. L 1 fi 20f' I W03-56 Q FRAME SILL (STD.) Q FRAME SILL (HI-RISE) Mi ePreduatConttol sheet 7 of $ ••• • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • mm M Z A j �a o I � V d O LL MHOc n x vi w �8 p�M„ c Z3� O t+i vi n�v O i 12 PAIS og€: o�W h •• /• • • •• I 12 0 wN n •• • •• • •• FRAME CORNERS DETAIL a Engr.JAVAD AHUAD + r CML VENT CORNER DETAI!•• ••• ••• • • FU.PE/ 38 0 CAN.3538 • • • • • u}eod�1Y�wllh dw Fwrws 8 •. . . . . • •ogna 1q �3 n--, • •• • • •• • CSNo 8 Browing no. ••• • • • DSM m .I L 6 2015 W03-56 Miem ade AoductC tr sheet 8 of B MIAMI-DADE MIADII—DADS COUNTY aml PRODUCT CONTROL SECTION_ DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.►niamidade.eov/economy ES Windows,LLC 1.0653 N.E. Quayln•idge Ct. Miami,FL 33138 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"2000/2050"Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W03-75,titled"Series-2000/2050 Alum. Horiz. Sl;djijg Wdw. (L.M.1)", sheets 01, 1.1, 02 and 03 through 09 of 09, dated 08/27/03, with revision ';H" dated.QW16/14,...• prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., Nailinj the IYlviami-wDade County Product Control Revision stamp with the Notice of Acceptance number and Cr iration data by the....:. Miami-Dade County Product Control Section. •••••• ISSILE IMPACT RATING:Large and Sntall Missile Impact Resistant • LABELING: Each unit shall bear a permanent label with the manufacturer's name 4ogo, Barranguiila,..:. Colombia, America Latina, series, and following statement: "Miami-Dade Cootmty Prodtsvt• Control*••••• Approved",unless otherwise noted herein, ;";•; • RENEWAL of this NOA shall be considered after a renewal application has beep filed and tyre fres been,• no change in the applicable building code negatively affecting the performance of tllis4roDuct. ... ••'; TERMINATION of this NOA will occur after the expiration date or if there has been a revisiott'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. 13-0617.28 and consists of this page 1 and evidence pages E-1,E--2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.14-0923.10 MIAMt•DADE COUNTY 5 Expiration Date: November 06,2018 1�Ztl l Approval Date: February 05,2015 Page 1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5th Edition (201.4), and of no financial interest, dated 09/10/14, signed and sealed by Javad Ahmad,'P. E. 2. Statement letter of conformance, complying with FBC-2010, and of no financial interest,dated 12/08/11 and 06/05/13, signed and sealed by Javad Ahmad, P. E. (Submitted partially Guider previous NDA No. 12-0223.46) 3. Distributor Agreement, dated 10/20/10, signed by Carla Garcia Toirente and by Andres Chamorro. (Submitted partially ruiner previous NOA No. 12-0223.46) 4. Laboratory compliance letter for Test Report No. FTL-5811, issued by Fenestration Testing Laboratory, Inc., dated 08/13/09, signed and sealed by Michael R. Wenzel, P. E. (Submitted under NOA No. 09-1008.06) 5. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon,P. E. (Submitted under NOA No. 09-1008.06) 6. Laboratory compliance letter for Test Reports No.'s FTL-5338 and FTL-5475, issued by Fenestration Testing Laboratory, Inc., dated 01/17/08 and 12/20/07, signed and sealed by Carlos S.Rionda,P.E. 0000 (Submitted under NOA's No.'s 08-0527.13 and 07-0928.13) . . 00000 0 ...... 7. Laboratory compliance letter for Test Reports No.'s FT"809, and•FTJLt3804, -*0 issued by Fenestration Testing Laboratory, Inc., dated 06/16/07 U5*05/15/03 j*A:vised'•'• & reissued by Fenestration Testing Laboratory dated 08/10/06.*:0j signeq�an4 sealed••••; by Joseph C. Chan,P. E. •0.0 0• •0 ;0 0 0 Submitted under NOA No. 03-09.10.02) •••••• 0• 0.0.. G. OTHERS •••••• • 1. Notice of Acceptance No. 13-0617.28, issued to ES Windows, LLC, fot;t'helteSerie50••0, "2000/2050" Aluminum Horizontal Sliding Window—L.M.r,•app;oved on OW19/4" and expiring on 11/06/18. •• Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0923.10 Expiration Date: November 06,2018 Approval Date: February 05,2015 E-3 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 03-0910.02 and 09-1008.06) 2. Drawing No. W03-75, titled "Series-2000/ 2050 Alum. Horiz. Sliding Wdw. (L.M.1)", sheets 01, 1.1, 02 and 03 through 09 of 09, dated 08/27/03, with revision "II" dated 09/16/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading 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 ASTM F 588-04/07 and per FBC 2411 3.2.1,TAS 202-94 7) Deglazing Force Test,per ASTM E 987-88(82009)and per FBC 2411 3.2.1,TAS 202-94 8) Operation Force Test,per ASTM D 2256-02(R2008)and V r FBC 2411 3.2.1 TAS 202-94 • along with marked-up drawings and installation diagram o€•a krizontal sliding .• window, prepared by Fenestration Testing Laboratory, hm;•Fest RepcA Not••• • FTL-5811,dated 02/16/09,signed and sealed by Michael R. W' Mt,P.E. :....: (Submitted under NOA No. 09-1008.06) • .... . .. ..... 2. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94..... .. ..:..' 2) Uniform Static Air Pressure Test,Loading perC-AC TA5Oo2,01 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 2M-94 . ... ;••••; 6) Forced Entry Test,per ASTM F 588-04/07 and per F1102411 3.2.1,TAS 202-94 7) Deglazing Force Test,per ASTM E 987-88(R2009)and per FBC 2411 3.2.1,TAS 202-94 8) Operation Force Test,per ASTM D 2256-02(R2008)and per FBC 2411 3.2.1,TAS 202-94 along with marked up drawings and installation diagram of a horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. PTL-5338 and FTL-5475, dated 01/17/08 and 12/20/07 respectively, signed and sealed by Carlos S.R.ionda,P.E. Y� (Submitted uirder previotis NOA No."08-0527,13 and 07-0928.13} / Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14--0923.10 Expiration Date: November 06,2018 Approval Date: February 05,2015 E-1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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) Large Missile Impact Test per FBC,TAS 201--94 5) Cyclic Wind Pressure Loading per FBC, TAS 203--94 6) Forced Entry Test,per AAMA 1302.5-76 and per FBC 2411 3.2.1, TAS 202-94 7) Deglazing Force Test,per ASTM E 987-88 and per FBC 2411 3.2.1,TAS 202-94 8) Operation Force Test,per ASTM D 2256-02 and per FBC 2411 3.2.1,TAS 202-94 along with marked—up drawings and installation diagram of horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3809 and FTL-3804, dated 06/16/03 and 05/15/03 respectively, revised & reissued on 08/10/06,all signed and sealed by Joseph C. Chan,.P. E. •;;;;• �•�� (Submitted under-NOA No. 03-0910.02) ' ' • ...... .. ...... C. CALCULATIONS ••• •• • 1. Anchor verification calculations and structural analysis, confo'rmaxce to;'ao4wlyinq with FBC-2010 and with FBC 5"' Edition (2014), ple;gfta by; Al;Farooq;;;;• Corporation,dated 09/09/14, signed and sealed by Javad Ahmad;BZ. •.:..• ...... 2. Glazing complies with ASTM E1300-9.8/09 :00:0: .; . . . . ...... ...... D. QUALITY ASSURANCE •'• :....: .. . . ... 1. Miami—Dade Department of Regulatory and Economic Resources(RER) ...• E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11--0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Sentry Glass©Interlayer"dated 05/26/10,expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butaeite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0923.10 Expiration Date: November 06,2018 Approval Date: February 05,2015 E-2 ES_Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5"' Edition (2014), and of no financial interest, dated 09/10/14, signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance, complying with FBC 2010, and of no financial interest, dated 12/08/11 and 06/05/13, signed and sealed by Javad Alunad, P. E. (Submitted partially under previous NOA No. 12-0223.46) 3. Distributor Agreement, dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro. (Submitted partially under previous NOA No. 12-0223.46) 4. Laboratory compliance letter for Test Report No. FTL-5811, issued by Fenestration Testing Laboratory, Inc., dated 08/13/09, signed and sealed by Michael R. Wenzel, P. E. (Submitted under NOA No. 09-1008.06) 5. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon,P. E. (Submitted ander NOA No. 09-1008.06) 6. Laboratory compliance letter for Test Reports No.'s FTL-5338 and FTL-5475, issued by Fenestration Testing Laboratory, Inc., dated 01/17/08 and 12/20/07, signed and sealed by Carlos S. Rionda,P. E. (Submitted under NOA's No.'s 08-0527..13 and 07-0928.13) 0009 . . 0000 0 000000 7. Laboratory compliance letter for Test Reports No.'s F1PL',3809: and.FXI X3804, .• issued by Fenestration Testing Laboratory, Inc., dated 06/16/33 ard•05/15/01,4vised•••%• & reissued by Fenestration Testing Laboratory dated 08/10/05""ttigned acid sealed....; by Joseph C. Chan, P. E. 0000 . .. 0000. (Submitted under NOA No. 03-0910.02) • 00 0000. .. 00 0000 0000.. G. OTHERS :00:0: •• 1. Notice of Acceptance No. 13-0617.28, issued to ES Windows, LLQ, for:tkol-Serie'V "2000/2050" Aluminum Horizontal Sliding Window-L.M.1 ,;pptoved gn.Q9Jl9/1j•••• ; and expiringon 11/06/18. • • Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0923.10 Expiration Date: November 06,2018 Approval Date: February 05,2015 E-3 I I,' you wlNoow WIDTH 10' 3 MAX. ADDL.ANCHOR 11 Z STILE AT STILE ENDS Q Z 6'MAX. ENDS SEE SHEETS 2&3 HEAD a HEAD/SILL 5"_ FOR CAPACITY SILL J[ CORNERS FALSE MUNnNS 6 (n` 0 A II 11 I�I� 1 I I I (SURFACE APPLIED) ¢C� 0 1 (41...i ..t`i_-'t— Y. t MAY BE USED yy Q u Y ODD C -°---- --,t----'r-L II it li i II it vo Q 11 I D I I I I 'mui Uiz !m' °d I� QLL ; ry ° u 11� it li II N , - ===ii==--��___ -==iK===�r� -==ic---�r=== II II II II II II II II II II II II B I 3i a 3 � wz z 1 33 1/2' 33 3/8' 33 1/2" s o UJ m D.L. OPG. D.L. OPC._- - D.L.OPG. i J 37 5/8' 37 5/8" __ (A Q n VENT WIDTH VENT-WIDTH 3N 0^t7 I TYPICAL ELEVATION 0 n o Z 3 c 3 z n^ THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. o SHUTTERS ARE NOT REQUIRED. N W��+ SERIES-2000/2050 ALUM HORIZ. SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER - $ � CHARTS SHOWN ON SHEETS 2 do 3. c o + ° st�o APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED j MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. c •o '. •• ••• • • • • • •• o THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • • • • • • • • • '^ '°`?a$ REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY •• • •• • •• HURRICANE ZONE (HVHZ). LAMINATED GLASS• • • • • • • • • LARGE MISSILE IMPACT 0 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER •• ••• •• • • • •• LOADS TO THE STRUCTURE. Engr:JAVAO AHMAO g ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS CML 3s EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. F c..E.3$70 92 \ ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE ••• ••• ••• ••• • tai �plotlda �t NOT PART OF THIS APPROVAL. • • •• • • �CadedQ •f • • • • • • • Quis � A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. • •• • • • • • - J��q''��p�(� MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ••• • • • ••• ZO l.€? 4 2014 Browing no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE Dr /u.< W03-75 REQUIREMENTS OF THE FLORIDA BLDG. CODE. Mlami adaProductCcnuol sheet oT 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8"ANN. GLASS 1/8"HEAT STREN'D. CLASS y�U .090"INTERLAYER .090"INTERLAYER SILICONE SILICONE I SENTRYGLAS BY'DUPONT' SENTRYGLAS BY'DUPONT' w DOW CORNING 795/983 DOW CORNING 795/983 QD p 1/8"ANN.GLASS 1/8"HEAT STREN'D. GLASS m 3 rn 7- 0 i m a d SILICONE SILICONE ro I \. 1 1 'I II P at DOW CORNING 795 C OOW CORNING 795 Ir�i gA N 98 II 11 11 II NN O m m - 1 Z 2 11 II II II 21 g 21 I-/ . I 'r 28 28 a s ppp AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES Q S Q Q o WIDER THAN 36" WIDER THAN 36" Q qS 5/18" LAM. GLASS 7/16" LAM. GLASS Q' 28 28 TO AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES ALT. GLAZING OPTIONS J' WIDER THAN 36" WIDER THAN 36" GLASS TYPE 'A' GLASS TYPE 'Al' SQUARE GLAZING STOP CAN BE USED WITH ALL Q uZi f GLASS TYPES SHOWN ON THIS SHEET. 0 1/8"ANN.GLASS 1/8"HEAT STREN'D. CLASS n I .090"INTERLAYER .090"INTERLAYER BUTACITE PVB BY'DUPONT' BUTACITE PVB BY'DUPONT' i 1/8"ANN.GLASS 1/8"HEAT STREN'D. GLASS :3 } SILICONE SILICONE N m DOW CORNING 795 DOW CORNING 795 taj 2E z�y Ul Q cO N 21 1 3 N M m 'I m 1j � Z�Jm 3 LnN Q J p W n g 0 28 28 AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES WIDER THAN 36" WIDER THAN 36" GLASS TYPE 'B' GLASS TYPE 'B1' o � `0 R d -- --3/16"ANN.GLASS --5/32"HEAT STREN'D.GLASS -- -5/32'HEAT STREN'D.GLASS 0 .090"INTERLAYER .090"INTERLAYER .090'INTERLAYER 0 SENTRYGLAS BY'DUPONT' BUTACITE PV8 BY'DUPONT' SENTRYGLAS BY'DUPONT' u z 3/16"ANN.GLASS -1/8"HEAT STREN'D. GLASS 1/8"HEAT STREN'D.GLASS o " 3 SILICONE i SILICONE * • • • • @W SWCObE •3 0 $ C DOW CORNING 795 �+ DOW CORNING 195 • • • DaPRV 95 .9 l21.1 I 21 • •• •• O �(! III 11 II �U III •• •� i11 I '' •• n •1 'n III II I, 4 i0 :I II N u II Engr:JAI/AD-MLC � N o II II II ;1 p II p I.i p p 1 FIA.PE Y 70592 $ • 00* PRIDDUCr REVISEDW. N. 6 � rc • • � • • • ��Y�I1hUlePl9dd. � � £ I l). • 2 3.20 •• • • hocc�1cnce N0 28 �' 28 • •• � • • • • eL. r drawing no. AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES ••• • AT 1/R POINPOON LITES••• r`i `,�'I� q WIDER THAN 36" WIDER THAN 36" WIDER THAN 36" Sy--- C 2014 W03-75 GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' Conud sheet 1.1 of 9 • •• •• • • • •• •• ••• • • • ••• • • r, r DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) SERIES 2000/2050 4mv STD. ANCHOR SPACING ADDL ANCHOR 4:# STD. MTG.RAIL(FRAME SILL-1, 2, 3 & 4) H.D. MTG. RAIL H.D. MTG. RAIL SEE DETAILS BELOW FOR EXT(+) LOAD LIMITATIONS 3 SEE DETAILS BELOW FOR EXT(+)LOAD UMITA71ONS (SILL-3 &4)** (SILL-3 &4)'k* 0 0 GLASS TYPE'Al' GLASS TYPE'Al' 1 1 GLASS TYPE'Al' GLASS TYPE'B1' GLASS TYPE'BL' GLASS TYPE'A' GLASS TYPE'Bl' CLASS TYPE'D' GLASS TYPE'D' GLASS TYPE'D' ----- d WINDOW DIMS. GLASS TYPE 'B' GLASS TYPE'C' GLASS TYPE 'E' GLASS TYPE'E' WIDTH HEIGHT A EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 6 C C 26-1/2" 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - '. r 37' 26' 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 01 53-1/8" (3) 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - ()& 74" 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 5 5. a 26-1/2' 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - - _ 0 4Y 37" 38-3/8" 4 70.0 60.0 70.0 90.0 70.0 80.0 80.0 90.0 - - Q 3 __ STD MTG RAI1S �TP...MTG�_$� 53-1/8' (3) 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - S-2000 5-2050 i u)_I} _. -. _ _ - a_ C 74' 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 26-i/2' 3 70.0 80.0 70.0 90.0 70.(1 80.0 80.0 90.0 - - Q w f 37" 50-5/8" 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 53-1/8" (4) 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 74' 8 - - 70.0 90.0 70.0 80.0 80.0 90.0 - - (�y�c�-�+, v 26-1/2' 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 6 '1 u n 37 85. 4 58.9 67.3 70.0 90.0 70.0 80.0 80.0 90.0 53-1/8" O 6 42.6 48.7 70.0 86.6 70.0 BOX 80.0 90.0 - 74" 8 - - - - - - 75.3 75.3 80.0 90.0 a 24' 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 5P 5 r �m 38' 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - o 48' 24" 8 70.0 80.0 70.0 90.0 70.0 80.0 60.0 90.0 - - .laJ 60' (2) 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 Q� 72' 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - O^M v 24" 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 68 8. N 36" 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - 36' $ 3 Z 48' (3) 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - ALTERNATE N O 60" 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - TO 6A&6A1 VI 0,Q J 72" 8 70.0 80.0 70.0 90.0 70.0 80.0 SO 90.0 - - 5 5. W f 24" 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - O 36" 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - H.D. MTG, RAILS H.D. MTG, RAILS 48" 4(48) a 70.0 60.0 70.0 90.0 70.0 80.0 80.0 90.0 - - S-2000 S-2050 _ G 60' 6 70.0 B0.0 70.0 90.0 70.0 80.0 80.0 90.0 - 72" 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - is$g+_ is 24" 3 70.0 80.0 70.0 90.0 70.0 00.0 80.0 90.0 - - PRODUCT RBVI9Eb c 7 6 R u Complying wRh the Ploride 0 36" 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 80.0 - - Bwldl6g C4d6 (��}} Ig 48" �� 6 54.2 81.9 70.0 90.0 70.0 80.0 80.0 90.0 - - ACcepRMEi�r ✓�,^ "�� u o 60" 5 6 45.1 51.5 70.0 67.3 70.0 80.0 80.0 90.0 72" 8 - - 70.0 78.7 70.0 78.7 80.0 82.7 80.0 90.0 By A41Aml 0Pr uN ontrol A = NO. OF ANCHORS PER HEAD & SILL •• ( ) - NO. OF ANCHORS PER JAMB • ••• • • • • •• NOTE: o GLASS CAPACITIES ON THIS SHEET ARE o • • • i i • i BASED ON ASTM E1300-09 (3 SEC. GUSTS) o W T.: •• • • • •• • AND FLORIDA BUILDING COMMISSION • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 I I m Eng,.JAVAO AHI$AO `m n n CML I FIA.PE/70592 $ H • ••• 009 • • GA.N 3538 a • • • •. `L -2L; •• • 4 11 • • • • drawing no. •• '•' 0 2014 W03_-75 STD.SILL WITHOUT RISER STD.SILL WITH RISER HI-RISE SILL WITHOUT RISER HI-RISE SILL WITH RISER LIMIT EXT.(+)LOADS TO 53.3 PSF LIMfT EXT.(+)LOADS TO 70.0 PSF LIMIT EXT.(+)LOADS TO 67.5 PSF LIMIT EXT.(+) LOADS TO 80.0 PSF Sheet 2 Of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 4 V N STD. ANCHOR SPACING ADDL. ANCHOR *'k STD. ANCHOR SPACING j SEE DETAILS BELOW o STD. MTG. RAIL(FRAME SILL•1, 2, 3 & 4) H.D.MTG. RAIL* H.D.MTC.RAIL* FOR EXT(+)LOAD LIMITATIONS STD. MTG. RAIL(FRAME SILL•1, 2, 3 & 4) H.D.MTG.RAIL* ; SEE DETAILS BELOW FOR EXT(+)LOAD LIMITATIONS (SILL•3 & 4) (SILL•3 & 4) SEE DETAILS BELOW FOR EXT(+)LOAD LIMITATIONS (SILL•3 &4) Z J GLASS TYPE'Al' GLASS TYPE 'Al' GLASS TYPE'AI' F =d GLASS TYPE 'A1' GLASS TYPE'BI' GLASS TYPE'Bl' GLASS TYPE'AI' GLASS TYPE'Bl' GLASS TYPE'A' GLASS TYPE'Bt' GLASS TYPE'D' GLASS TYPE 'D' GLASS TYPE 'A' GLASS TYPE 'Bl' GLASS TYPE'D' a o GLASS TYPE'D' GLASS TYPE 'D' WI OW DIMS. A GLASS TYPE 'B' GLASS TYPE'C' GLASS TYPE'E' GLASS TYPE'E' WINDOW DIMS. A GLASS TYPE'B' GLASS TYPE'C' GLASS TYPE'B' O 0 MOTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT(+) MIT.(-) EXT.(+) MIT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74' 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 74' 26" 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 106-1/4" 26' 12 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 106-1/4' (3) 11 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 `! 111' 12 - - - - - - 80.0 90.0 - - 111' 12 - - - - - - 80.0 90.0 G 74" 38-3 B 9 70.0 80.0 70.0 90.0 70.0 80.0 80,0 90.0 - - 74' 38-3/8' 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 0 6 Q 106-1/4' / 12 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 106-1/4" (3) 11 - - 70.0 90.0 70.0 80.0 80.0 90.0 0 dJ n O 3 S L 111" O 12 - - - - - - 80.0 90.0 - - 111' 12 - - - - - - 80.0 90.0 Q SQ;�Fi „ 74" 50-5/8' 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 74, 50-5/8' B - - 70.0 90.0 70.0 80.0 80.0 90.0 2 _ 106-1/4' 12 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - (4) J 2 71t" (4) 12 _ _ _ _ _ _ 80.0 90.0 - - 74' 63' 6 _ _ - _ - - 80.0 90.0 Q W 74' 9 45.4 51.9 70.0 90.0 70.0 80.0 80.0 90.0 - - (5) 0 106-1/4` 65) 12 - - - _ _ _ 77,1 77,1 80.0 90.0 72" 8 70.0 80.0 70.0 90.0 70.0 80.0 60.0 90.0 -- (5) --- _.0 _._. _- _ n 111 12 - - - - - - 75.3 75.3 80.0 90.0 84' 24" 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 3 72" 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 96" (2) 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 v n -_ _ x N 84' 24' 9 70.0 80.0 70.0 90.0 70.0 BOO 80.0 90.0 - - 108' 11 70.0 80.0 70.0 90.0 70.0 SOD 80.0 90.0 03 96' (2) 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 72" 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 c N 108" 12 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 84" 36" 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 � n 72" 9 70.0 60.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 96' (3) 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 } 84' 36" 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 108' 11 - - 70.0 90.0 70.0 80.0 80.0 90.0 o J 96" (3) 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - E72' 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0108" 12 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 46' 8 - - 70.0 90.0 70.0 80.0 80.0 90.0 N Q72' 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - (4) 9 - - - - - - 80.0 90.0 0 N84' 48' 9 70-0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 60'(5) 8 - - 70.0 90.0 70.0 80.0 80,0 90.0 O n 8 �3J O - - 96' (4) 9 70.0 80.0 70.0 90.0 700 80.0 80.0 90.0 - - A= NO. OF ANCHORS PER HEAD & SILL 3 z V 108' 12 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - ( ) = NO. OF ANCHORS PER JAMB 72' 9 54.2 61.9 70.0 90.0 70.0 80.0 80.0 90.0 - - (1/4W) (1/2W) 0/4W) III VI N 84' 60' 9 47.6 54.4 70.0 90.0 70.0 80.0 80.0 90.0 - - i 5. W vN1 96' (5) 9 - - 70.0 83.9 70.0 80.0 80.0 88.2 80.0 90.0 6 0 108" 12 - - 70.0 78.7 70.0 78.7 80.0 82.7 SOD 0&0 A = NO. OF ANCHORS PER HEAD& SILL ( ) = NO. OF ANCHORS PER JAMB 5 (1/3W) (1/3w) (1/3W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH o RTD.MTD.RAI Is STD ATO RAI a PROpOCI'RRVISP.D S-2000 5-2050 m complyhi$whh 11u�odda W 8 A a OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH M�1 ren->x4p9;tConwl ., S •• ••• • • • •• GLASS CAPACITIES ON THIS SHEET ARE D 000 • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) • •• • • • •• •• AND FLORIDA BUILDING COMMISSION O • • • • • • • 5 DECLARATORY STATEMENT DCA05-DEC-219 • ••• •• • • •• Tn_ 4 Engr:JAVAO AHMAD n CML 1 n n FLA PE/70592 ry C. N.3538 . •2 •3 • •4 • � � • M r�rl • • • • • ALTCxHAlc O • • • • 5 Tow&& A. 1 drawing no. 00*•• ••• �i 1 W03-75 STD.SILL(I HOOT RISER STD.SILL WITH RISER HI-RISE IL;WITHOUT RISER HI-R5E SILL WITH RISER H.D.MTD.RAIts H.D.MTc.RAILs CT 2014 sheet 3 of 9 LIMIT E.T.+ LOADS TO 53.3 PSF LIMIT EXT.(+) LOADS TO 70.0 PSF LIMIT EXT.(+)LOADS TO 66.7 PSF LIMIT EXT.(+)LOADS TO 80.0 PSF _ _ • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r TYPICAL ANCHORS METAL WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS {�V STRUCTURE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM SEE ELEV. FOR SPACING ,n IBY AND TRANSFER THEM TO THE BUILDING STRUCTURE. ; /WOOD BUCK _____ ___________ z dEdIMULLION& MULLION ANCHORS 1 TYPICAL ANCHORS: SEE ELEV. FOR SPACING I ISEE SEPARATE NOA I I d Ed I� �I 1/4" DIA. ULTRACON BY 'ELCO' (Fu-1177 KSI Fy-156 KSI) Ed i� INTO 2BY WOOD BUCKS OR WOOD STRUCTURES �_______ -----------J- 1-1/2" MIN. PENETRATION INTO WOOD Q°p • n THRU 18Y BUCKS INTO CONC. OR MASONRY (�c A 17 ' ' 1-1/4" MIN. EMBED INTO CONC. OR MASONRY a 1 '_^ `" DIRECTLY INTO CONC. OR MASONRY O K C 7 1-1/4" MIN. EMBED INTO CONC. OR MASONRY d' °Dp 9 TYPICAL ANCHORS TYPICAL ANCHORS 014 SMS OR SEF DRILLING SCREWS (GRADE 2 CRS) IaL Z r-L'I SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING INTO MIAMI COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") J m of H EE INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) s (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Ed = ANCHOR EDGE DISTANCE e INTO CONCRETE AND MASONRY = 2-1/2" MIN. d o INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. U a m i O WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. Lil _ o _ _ = CONCRETE AT HEAD, SILL OR JAMBS f'e = 3000 PSI MIN. Vi¢ '" 3. o F C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. O 04 n a r o Z vo 3 W SEALANTS: $ a z o FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL o- SEALED WITH WHITE/ALUMINUM COLORED SILICONE. $ W N N IVEEPHOLES: o W1 = 1-13/16" X 1/4" WEEPHOLES AT 3" FROM EACH END I WITH PLASTIC BAFFLE 7 u 11 W2 = 1/4" WEEPHOLE AT TOP & BOTTOM RAIL 1" FROM EACH END g D D '" o €R� g 22 D D PRODUCT'RBVISED .��o ,. m complying with the Florida u� W og Oode q2 b.1O g © 14 4 - / 25 e—No 20 �_ n F: 2A L 23 n N n oe «VP=:��;••• • •H _ •• .��1i__ a OPro utt Cbntrol `o_• &o'� 0 SERIES-2000 d 0.1 • . •• . ,9 — --_- ' • .. SERIES-2050 da Engr:JAVAD AISMAD •� I CML o . .I .. g .. FLA.PE f 70592 _c ...a v , - - - y • ••• • ••• 'r m •' • •. C N. 538 IBY e • o • • • • �,� •• IWOOD aucK drow,nq no. ^ TYPICAL ANCHORS •• • TM"WINCEVS o 2014 - W03-75 K'1 SEE ELEV.FOR SPACING _ Ed _I o FOR SPACING 3 sheet 4 of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM PART / QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS �u N TYPICAL ANCHORS SEE ELEVS. FOR SPACING 1 ES1003 1 FRAME HEAD 6063-T6 - n --- FRA 6063-T6 - •Ed- A• A II II1 HI-RISE SILL MULLION!MULLION& ANCHORS j SEE SEPARATE NOA I FRAME JAMS - --6063-T6 _ 5 ES105 1/ NT ZQ I- Fl L S-2000) 6063-T6 e Ed j 5.1 ES 1051 1/VENT FIXED RAIL(S-2050) 6063-T6 - U •� • 1 L------- ----------1) 6 ES1004 1/VENT STD.VENT MEETING RAIL(S-2000) 6063-T6 - 0 Eil - -------- a�j 6A ES2004 1/VENT H.O.VENT MEETING RAIL(S-200D) 6063-T6 6.1 ES1052 i/ VENT STD.VENT MEETING RAIL(S-2050) 6063-T6 - G n s 27 6A1 ES1053 i/ VENT H.D.VENT MEETING RAIL(S-2050) 6063-T6 2 O y 68 ES-2004A 1/VENT H.D.VENT MEETING RAIL(S-2050) 6063-T6 ALTERNATE TO 6A 8 6 C e`f ALT. 6e.1 ES-1053A 1/VENT N.D.VENT MEETING RAIL(5-2050) 6063-T6 ALTERNATE 70 6A.1 7 E51007 2/VENT TOP AND BOTTOM RAIL 6063-T5 - �0 A TYPICAL ANCHORS 8 ES1O06 1/VENT JAMB STILE 6063-15 - fp SEE ELEV. FOR SPACING 9 ES1008 AS REDD. GLAZING BEAD S 6083-T - I __. - - a SIA ES1103 AS READ. SQUARE GLAZING BEAD(5/18'GL455) 6063-TS - 98 ES1017 AS READ, SQUARE GLAZING BEAD(7/16"GLASS) 6063-175 - O 10 ES2002 1 SILL TRACK INSERT 6063-T5 - 11 ES2011 AS REDD. STO.SILL RISER 6063-T5 12 ES1009 2/VENT SPRING LOADED VENT LATCH 6063-T6 AT 8"FROM ENOS v j 44 12A __SL203 2/VENT SWEEP LATCH ZAMAK AT 11"FROM ENDS, BY INTERLOCK 128 1)8 X 1" 2/ LATCH LATCH INSTALLATION SCREWS GRADE 2 CRS FH SMS V n 13 ES1012 1/ LATCH VENT LATCH SPRING ST.STEEL - 25 a 14 CIB251N AS REDD. FOAM FILLED FABRIC W'STRIPPING - SCHLEGEL J m FRAIA 15 18 X 1" AS REDO. E/VENT ASSEMBLY SCREWS CRS P.H.SMS 18 #8 X 3' 2/VENT FIX.RAIL SILL SCREWS(STO.SILL END) CRS P.H.SMS j N 16A #10 X 4^ 2/VENT FIX. RAIL SILL SCREWS(HI-RISE.SILL END) CRS P.H.SMS 3 Q F _.--.._' 17 W2321 1 NC AS READ. VENT&FIX.RAIL W'STRIPPING - ULTRAFAB o 0,- M v is W23291NG AS READ. FRAME JAMB W'STRIPPING - ULTRAFAB Z 3 J o 19 WPHL-100 2 BAFFLE,AT 3"FROM EACH END - M&M PLASTICS 3 2_ o 20 g6 X 1/2" 2/ BAFFLE BAFFLE SCREW - F.H.SMS I oEli M. 21 ES1010 AS READ. GLAZING WEDGE SOFT PVC DUROMETER 70 SHORE'A' W N:Tl -j 21.1 ES4013 AS REDO. GLAZING WEDGE SOFT PVC DUROMETER 70 SHORE'A' 21A 27-425 AS REOD. GLAZING GASKET EPOM OUROMETER 60 SHORE'A' O 22 ES2007 4/VENT ROLLER HOUSING&GUIDE PLASTIC _ - v 23 E52006 2/VENT ROLLER BRASS/ST.ST. - � 24 E52005' 2/VENT ROLLER PIN SG STEEL - � 25 - 1/WEEP OPEN CELL FOAM PAD - I"X 3/4"X 1"LONG gg 26 - 1/VENT 5/16"BOX SCREEN - OPTIONAL ° "n 27 E51505 - FLUSH FRAME ADAPTER 6063-T5 OPTIONAL ' 28 27-372 2/LITE SETTING BLOCK, 7/16"X 3/16"X 3-1/2"LONG EPOM DUROMETER 75±5 SHORE A ai N po a 0 u 2 Z g • •• • • • • ••• • ALT. I \� • • • • • • • • • O •• ••• •• • • • •• • 51 En9r.JAVAO AHMAD n CIVIL FLA PE/70592 tl.3538 - ••• •:• ••• ••: RO LILT REVISED ` ° • • •• • c pi SwIW^the Pbdda ° •• • • • • • • • R No f23.1O o v I TYPICAL ANCHORS • •• • • • • • Dlrto drawing no. SEE ELEV.FOR SPACING ••• •• f W03-75 CT 2014 Miami ada Froducl Control—'� sheet 5 of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U } 1/4'AIAX. VENT WIDTH O 4v N SHIM-�- © Q D.L.O. O HEAVY DUTY z o 1/4'MAX. 3 13 Z STD. slims 6A 3 0� a o.•ter _ _ �n 'v W000 BUCK o O Ou STRUCTURE O o O • �_____ . TYPICAL ANCHORS SCREEN OPT5 Q Q ______� 0 o SEE ELEV. 1.� v FOR SPACING 1y/gO� O Fr a ;LL 5 LL zuf_o D.L.O. EXTERIOR o a .If F WINDOW WIDTH 77 O TYPICAL ANCHORS XO LAYOUT OPPOSITE SEE ELEV. FOR SPACINGOX O ------� 0 3 i g m 5 z � OC o ft� M VENT WIDTH H 1/4'SHIM ni (..Y Q MAX. 12 _._—_-VENT WIOTH 1/4'MAX o J m 73 O SHIMS s w \ 3 1RY >m 2 WOOD BUCK 18 6 WOOO BUCK 3 Q T n . o M n WO S1RUC RE v, g n M N 0 0 N N Q 17 � g WJNg�.+ v w 8 9 ___-_-_ - - o TYPICAL ANCHORS 0 M -----SCREEN OP 7 ---- SCREEN OPT.--- SEE SPACING FOR SPACING I w v G 5 EXTERIOR n Ic WINDOW WIDTH 4 o XQR_LAYOUT PRODUCYD'T RENS6D H ` a O a+compl8 wvN the FIoYIN 3 c Aim`x 2;&-10 • � s 1/4"MAX. TYPICAL ANCHORS MLPPROVDE COUNTY SEE ELEV.FOR SPACING c•$- SHIMS 27 ALT. APPROVED MULLION .- •• aEC 6EPAtATI1NOA • • •• ND made Pf• cl nlro 0 0 Q n • • • • • 0 • • n a •• •• • • �!� • SERIES-2000 � C --- •• it • �I • VENTS WITH SPRING LOADED LATCHES 1 _ - = En9r.JAVAD ANMM ^. CNL e FLA PE J 70592 • •• •✓tl I I C N.3.538 a W s • • • "-' �I a 1 7 • 3 ° TYPICAL ANCHORS ••• • •-• - • I I • 8 8 0 $ . _ SEE ELEV.FOR SPACING L_ _i •moi___________ 0 �. • • drawing no. ••• WINDOW WIDTH• �I ••• W NOOW WIDTH ZOI4 W03-75 sheet 6 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r 1/4'MAX. VENT WIDTH O la y 1� I SHIM (r, D.L.O. O �.1 HEAVY DUTY o STD. O 7 SHIMS I _ __ 18 8. 2 18Y ----- LST °WOOD BUCK /L a 2 O q V METAL 2 � L� STRUCTURE __ __.__ _ _ .. .p 17 0 0 _ 17 • W LO ---SCREEN OPT. -------- _ __ __ TYPICALSEE CHORS 0 y<C o w' FOR SPACING gg,i Crp K s. LLpq, O � 5 ,. EXTERIOR ° - -- 2 Q HE JL WINDOW WIDTH o XO LAYOUT 17 n S EI ELEV.OR BPACiNG OX OPPOSITE - 0 3 I 3 e * h C VENT WIDTH 1/4'SHIM ni J m MAX. D VENT WIDTH 1/4°MAX. 3 O SHIMS 1BLJ 18 6. WOOD BUCK Q n \20@R Y�W000 BUCK o 0 N M n l W00 STRUCT R Io M ° N _ 0 3zU- 2 0 0 - ul N v Li uu) cq0 a TYPICAL ANCHORS O ----_ ---- ---- SEE ELEV. SCREEN OPT SCREEN OPTS---� _..... _ L. ._ � .. FOR SPACING I 5. EXTERIOR se$ gg WINDOW WIDTH 4 L XOX LAYOUT PRODUCfRBVISBD m g ne coj",wish dw Plaid• AueptmlCe TYPICAL ANCHORS Q8T0 MIAMI-OADE COUNTY SEE ELEV.FOR SPACING APPROVED MULLION By g-v *00 f8•fEPARAT9 N0A• • • •• Mfnmi ude uCt COMIoI g o n u •• •• •• : ,� SERIES-2050 - ° 0 ••• ••• •• •II • • VENTS WITH SWEEP LATCHES Engr JAVAD AHMAD 1 I o CML i FLA.PE Y 70592 • •• •}I 1 CAc2014 AN 5578 o 'o •1 w I I • $ u -J • • O • • Browing no. ••• ••• W03-75 WINDOW WIDTH WINDOW WIDTH sheet 7 of J� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • s 2330 .857 837 ' 2.063-- 2.063 �v n �--1.242 _715 .8013 E47 062 7�� .062 7��_ .062 F�329 M 1.434 2.186 1.344 4 _I- 9 1.1309J,O 1.130 050 O i �I+2 0 GLAZING BEAD .837 4- 0 - O 1.250 1.250 0 o 913 VENT TOP/BOTTOM RAIL 1'421 9A d L_�._. STD. MEETING RAIL STD. MEETING RAIL O 2.188 © SERIES-2000 6.1 SERIES-2050 SQUARE GLAZING STOP 0�i V .930 Li.400 �{ 1.122 .760 V �er1l .062 1 2.063 2.063 a M o FRAME HEAD 949 0,� C F .992 1.118 68 .01. .062 r .062^ "{ 20J Q yyy 1.149 -- 1.230 930 1.630 .930 L630 Q Z .81.3 t2 VENT LATCH 6i .489 �TIII .- ---_ O �3 1.250-d .813 1.250 1.250 r .062 2.190 rP• O JAMB STILE '062 H.D. MEETING RAIL H.D. MEETING RAIL a N 2.375 e 2.996 ------ - •77L(lCl1 }-i(Y� ,500 6A SERIES-2000 6A1 SERIES-2050 SQUARE GLAZING STOP g z 2.130 I I� n F^-2.268-moi 2.063 2-063 } soo -062 27 s w 2.330 FLUSH FRAME ADAPTER 3 N 2.555 .062 1.630 062 1.630 2.392 282 .930 .930' 0 0,10 M a O2 STD. FRAME SILL 1.678 r-.992 1.118 .868 ?�Z lL N rl.250 1.250 o 813 r062 .989--1. TYP' 718 H.D. MEETING RAIL H.D. MEETING RAIL t7f W 6B FRAME JAMB SERIES-2000 CB SERIES-2050 0 9&JQ.1 q 2.1I3 2.181---�{I r.078 .068 1.675 .994-I 078 I I I $ 3.437 2.816 'n .450 o �+ � 1.212 992 1.212 992 S 2.500 z� .062 .500 .046-L ---.-T 1.250 '. • • •• c u$m 2.330_.__.__ • 1'254 ••• •• • • • • • - OSNsn • • • • • SERIES-2050 9f17ES-2C#0 FI)6ED*AIL FIXED RAIL • u 0 u LL u •• • • • O c ® HI-RISE FRAME SILL n SILL RISER • • • •• ••• •• • • • •• 1.3281- . Ir . Engr.JAVAD AHMAD 224 I r O CIVIL Flh PE/70692 .06 ,250 5413 --( • ••• •• ••• ♦RODLlCf 11:EV13ED C.A.N.3538 n .J12 D 368 • • • • • .,Apt)ft wish the Ftorids = e 1.098 •• • • ••• • • •�un�ng��p I--+.250 .115- �- • •• • • ••• • \ �+� drawing no. ••• • 21 21.1 ••ur_.-_..' W03-75 GLAZING WEDGE Miami DadeFroduuwtttrol 0 SILL TRACK SCALE 1:1 sheet $ of ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i s �u N 3 15 Z J w � i F s I o � a Ir i 0 L 11 LL Qz n FRAME TOP CORNER N 3 �n � � M } v 15d J m VENT TOP/BOTTOM CORNERS J w O N M Y on 0 Z 3-j 0 0 T, 66.4JI 14 • •• • • • • FRAME BOTTOM CORNER w 4 u E"r.JAVAO ANMAD n CML FLAPE/70592 • • • ••• •••• RBV�SBD CN..A 3538 5 = u y'�ca nl g Wish lhte��P(�lo�'d�l/(jC��L �.} � • • • V�Yi� • • °o No"' �$ drawing no. ••• •• Dato Q �2��4 W03-75 FIXED MMI CORNER BY.—,U;e Mide Pio cl Con sheet 9 of ( 9� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .. .. . . . .. .. . . . . . . . . . . . .. 000 0•. • ••• 77' T7 / • • •0 0 • •• • • I F W.—_--� �—F. F.W. • • • •• • • of O I O O REQUIRED DESIGNED PRESSURES: Ems° �j E-300 \ E- ✓ +48.6 PSF .00 0. . 0 0 :00 :0 .. •0 . •..-65.1 PSF 0.00 •• ' 0• •• •••• •• • 000• • .• .• • • FW 000000 • • ••.••• -300 O 0:::o .•• • • • • • .0000• �•• • E301 0000 0 0/ • •• • ••.•• • • •0�.•• _ 0000.. � , • • 00.0.0 . . 0000.. • E 0000•. n3 000 • • •• 0 E-300 _ •• 1 71 1i4- 9 LL r FM 0 m *ALL NEW WINDOWS SHALL E•300 II MEET EGRESS REQUIREMENT AS PER F.B.C. 2010/2014COP 1 *ALL NEW WINDOWS & LL Q Miami Shores Village DOORS SHALL COMPLY WITH P'3 SAFE GUARDS REQUIREMENT °°° AS PER F.B.C. 2010/2014 APPROVED BY DTE ZONING DEPT � II BLDG DEPT .`�l IRJFCT TO COMPIJANCF WITH ALL FEDER L �,'� E•30t I ^LL 1ST ATF Min COUNTY RULFS 1\Nn RFGUL/1TI( NS r t _.. 1 5 -- � � -30t E-300 E-301 Oc 733/4' 733/4'_ F.W. F.W. F.W. FILL E 300 �_ �A 1 ` FLOOR PLAN VIEW O � I E-300 73 XV F.W. NOTES REVISION N' GATE DESCRIPTION REVIEW APROBED GRAFTER: LO:TION. ROYECT DESCRIPTION. DATE. D.L. 2100 NW 99TH AVE 141072015 REviEW CFLOOR PLAN S� A.V. INFINITE WINDOW LLC CvILIO SHEET N ESWINDOWS INFoNITE RESIDENCE P-100 _ 741/4 MO. 1/4" 114" 73 314' F.W. _ _ 59114' _ 21 9118' __ 21 9/18' _ 21 9/18^ MO" _ 63 1/Y M.O. -'- 7M.0. ` D.L.O. D.L.O. D.L.O. 1N^ 114" - 1!4' iM' 114" 114^ -7 f, 7T t!4' M.O. 1/4' _ 57 3N' 73344 go** t' I I I I F.W. FW, F.W. F.W. • ••••• •••••• 25 1 _ - 22 SIB' - - 2168" 22 O, 28" - - 28' - D.L.O• Dg O. 2D.L!O.10'. 2D L.O. •D.1!60. 21 ^ •••+•• •• D.L.O. D.L.O. D.L.O. D.L.O. D.L.O. •+ ••• _. _ I I 1 I y--� • 60 • F - I 11 I I I •i.•r I• I 1 — — I • x0 0000 0 0 GL-1 GL-1 GL-1 d c — • • — •••••• • X O X � . .E 6o po t co — X O — 1 d i L-6 — X O •••fX • • • D LL GL-1 GL-1 GL-1 ) LL GLO1 GL(1 o s 9 GL-1 GL-11p g :o GL-1 GL-1 •••4UI — •• +• s• •• 19 •• •• — •• • 16 ANCHOR AT STILE ENDS. -7 68•- -6"- -8"- -97/8"- 6"- _g^_ � I I I I I I I :••••• • • -MAX- _ 10" ANCHOR AT STILE ENDS. 10•- 10" ANCHOR AT STILE ENDS. MAX MAX ANCHOR AT STILE ENDS. _-MAX_ _ ' • •• : •+•••• • • ANCHOR AT S i NDS. • • • MARK A(2 Unit) LMI MARK D (2 Unit) LMI MARK E (2 Unit) LMI MARK F (2 Unit) LMI SERIES ES-2000 -X)( SERIES ES-2000 MARK G (1 Unit) tMI GLAZED W/GL-1 DP= I'SF .XX SERIES ES-2000 GLAZED W/GL-I DP= +'SF 'XX SERIES ES-2000 FINISH:POLYCRON ESP WHITE -%% FINISH:POLYCRON ESP WHITE -%% GLAZED W/GL-1 L)- PSF GLAZED W/GL-1 UP= FSP `%% .XX SERIES ES-2000 FINISH:POLYCRON ESP WHITE -%% -X% GLAZED WI GL-1 DP= PSF NOA:144923.10 NCA:14-0923.10 FINISH: POLYCRN ESP WHITE NOA:740923.10 NOA:14-0923.100 NOA:FINISHPOLY3.10 ESP WHITE NOA:14-0923.10 323/4 _ 39 3/4" M.O. - _ 371!2• M.O. _ _ 114' 1/4" 114" 1/4' 1/4" M.O. 71 3/4^ IA"` M.O. 32 1/4" 38 V4^ 37" 1/4" 114' F.W. F.W. tf.W. 7. 4" FIN. 201 2 D.L.O. D.L.O. 26 1318 2b 13/18" _ D.L.O. D.L.O. cf mx co GXZcD- GX1 �o �_ Q GL( $ 1 X X m o an d ° LL ° -- GL-1 GL-1 i I1 -e•- -io Ire"- �- , I I ' I 1 I 1 11718' •-8'- MARK 2 (1 Unit) LMI MARK 3 Il Unit) LMI ANCHOR AT MTG.STILES SERIES MARK 4 (I Unit) LMI MARK 5 (1 Unit) LMI_ FINISH OLYCRONESPWHITE DP='XX PST GLAZED W//GSERIES OL-1 DP='XX PSF SERIES S-30W OF- )(X PSI, GLAZEDW3/G-1 OP=� ASF �.•`��PV?:°L�A"4f p"', , NOA:15-0611.10 FINISH:POLYCRON ESP WHITE NOA:15-0611.10 FINISH:POLYCRON ESP WHITE . GEN,''•. NOA:15-061 1.10 S S NOA:15-0611.10 � '•� � • j No 70592 Tr; •;1t= ir 3 STATE OF :Q/: FS. O R S, /ON A,1�C1``% NOTES: Aug 10 2015 12:24 PM REVISION N• DATE DESCRIPTION REVIEW APROBFD DRAFTER: LOCATION: PROYECT: DESCRIPTION' DATE. GL-1=1/8'HS GREY+0.080 PVB DUPONT+1/8"HS CLEAR D.L. 2100 NW 99TH AVE - 14/0712015 aEwEw- cusTFINI E M I L I O WINDOW ELEVATIONS SCALE. GL-2=1/13'HS GREY+0.090 TRANSLUCENT WHITE PVB+1f81 HS CLEAR A.V. INFINITE WINDOW LLC 1/4"-1'-0" SHEET w INDIOWS INFINITE RESIDENCE E-300 % .. % .. . . . . . . . . . . • REQUIRED DESIGNED PRESSURES: • ••• -1-48.6 PSF•• . . . . . . . .. . • • • '-fZ- I PSF•. . • • • • .. .. 74,/4' M.O. 73 3'4' FW. *0 • • 0 es ••0 •• _ 1---- • 58 1/4' 4 1!4' 219/16' 219116" {.._219/16 • • • • • • • r MO 6312' 1/4' M.O. 1/4'- M.O. D.LO r O.LO. t O.LO. ••• • • • • •• 1R' 114' 1.'4' M.O. 1/4' 573/4' tf4- 733/4' 1;4' • • • • •• • • 77- 63. F.W F.W. • • • • • • • FW_ PIN 0 0 0 0 • 900 • 253/8' 2538' 219/16' I�219/,6' 219116' 2258') 2252' 225,2' 28• 28" �O.1.0-~i�D.LO.-� DLO. ! D.L.O.'I r D.LO D.L.O. D,LO.` —D.LO.�I'--D LO.� I' ' O >O .v3 LL C l X O nl� r ❑ ',� I '' C I I �Im p X O X O X of X C 0 m R 0 t o x d oxo O X L I i n Q - m o I Ns o Q a III iGL-1 GL- L-1. L-1 L-1 Q�r m FG PILL L-1 1 GL-1 PLL -1'11BY `5' 6' 8/8}^ 5'Y^I 6"I�' y9 776•F -15"I� �6"i- -y 6' -,I S' S'161- --{6-Y" S' ANCHOR AT STI E N S. f^ ANCHOR AT STILE ENDS. 10' 10' I4^ ANCHOR AT STILE ENDS. �f 1p' ANCHOR AT STILE NDS. 10' ANCHOR AT STILE ENDS. 1p• MAX. -MAX. 'MAX MAX. MAX MARK A (2 Unit) LMI MARK D 12 Unit) LMI MARK E 12 Unit) Lna MARK F(2 Unit) UdI MARK G 11 Unit) U41 SERIES ES-20M %% SERIES S-'..(.'00 XX SERIES ES-2000 XX SERIES ES-2000 XX SERIES ES-2000 GLAZED Wi GL-I OP=� PSF GLAZED W!GL-I DP=; PSf GLAZED'Wi GL-I D'=� PSF GLAZE'W/GL-1 DP=� PSF GLAZED W/GL- I IDP=� PSF FM6H.POLYCRON ESP WHITE XX NFASH POLYCRON ESP WHRE XX FINISH POLYCROrI E7 AHRE -XX FI,IISH.POLYCROII ESP WHITE -XX FINISH:POLYCRON ESP WHITE NOA:14-0923.10 NOA.14-092310 NDA.14-092310 NOA 14092310 NCA.14-0923.10 •••• • • • 0069 •0000• • **go:. 00000 •0000• •00• •000•• 32 3/4' 39 3/4' 371/2 • M.0 M.O. 71314' 0000• M.O. 1!4' VC 1l4, 114" 37" 1/4" M.O. � •0'0000•0 •• • •i••0 0 321!4' 39,/4- F.W. 174' 711/4' 114• 00 • • F.W. F.W. F.W. •1000• •0 00!00• 2D 3116" 27'30-� D.L.O.- 2513/16' 2513/16' • • 0 00 O.L.O. I� DLO • 0 0 • / I 0 0 •000•• ••0•f• /, \ -T 00 • 0 006 000.0• I I / X X \ - / X / X X m m= n L2 FG-�o L-1 m� L-1 L-1 –L o 1 T \ T I , 1 = 1 L .\ A / b I T T T `–�— T 6•I––h011801– –I 6•––y'116-1– –I 6-I--151161– `- ,17re – –6'I ANCHOR AT MTG.STILES MARK 2(1 Unit) LMI MARK 3 11 Unit) Unl MARK 4 (1 Unit) LMI MARK 5 11 Unit) LMi JUL SERIES ES-3000 .%% SERIES ES-3000 SERIES ES-300D G +XX SERIES ES-3000 L-XX PSF s -) FR41SH Y/ CR DP= PSF GLAZE GLA OP- PSF GLAZED W/GL-1 DP- PSF FNISHOW/GL-CR DP= NOA 1 POLYCRON ESP WHITE XX FMLSH1PO72213 ESP WHITE XX NNLAH:PO72213 ESP WHITE XX I40A PO72213 iESP WRITE XX NOA 14-072213 NDA-la-0722!3 NOA-.t4-0722.73 N0A:14-07?�13 *ALL NEW WINDOWS SHALL MEET EGRESS REQUIREMENT AS PER F.B.C. 2010/2014 *ALL NEW WIN NOTE6. RENSION N' DATE OESCRIPnON REVIEW APROBED ORIIFTER' LOGTION" PROYECT DATE D.L. 2100 NW 99TH AVE DOORS SHALL OMPLY W H '/2 GL-1=1/8'HS GREY+0.090 PVB DUPONT+1!8"HS CLEAR REVIEW- CIATOMIJL GL-2=1/8"HS GREY+0.090 TRANSLUCENT WHITE PVB+1/8"HS CLEAR A.V. INFINITE WINDOW LLC EMILIO SAFE GUARDS EQUIREM ',/4 1' AS PER F.B.C. 10/2014 6 E SWINDOWS INFINITE RESIDENCE - _ 37 IA" M.O. �' -.. M.O. 1?4" 14" -V4" 14'- 363�4' 381;2' �..-_ F.W. - _-_. F.W. 30 3.4- -i 271118" 37114" L.O. _ 37116' _ - _ 191.70 8 117._. MA. - D.L.O. M.O. I I I 1:4'T M.O. V41" 14' 1N' I I I I tr4' 3834' 1;4' , F.W. 1 - -_ F.W. _IV i 3F.W." _ 303''4' L O _ 0 13. 14 78' 14 7:8" D.L.O. ,?,o N°1 D.L.O. D.L.O. D.L O. — 1 f O __. Ci f ry LL 1 S m O -_ no N°1 m .. ha - N°2 a �o - X O - v --- X •••a•• ao e= 1 X - mLL �m eo o ad m m ao �z a� m i �_ ° GL-2 • •••• •• ••• xso X ' �o N°1 ' �� o X ' ALL �o GL-1 GL-1 m �e ! • 1• •r- • •• • • 006000 • • • 6 1 -1-- I I 1 L �— I I I '` i m - •••sus • s • W_ _81/4".' '•' -81;4'- _g,_ _V- g• .�6._ s• *09 10' ANCHOR AT STILE ENDS. • ,• •••••• -MAX" I -� - ••i• • s• a• m so a 04 00 _e • • • • • so *00 MARK B (3 Unit) LMI MARK C (I Unit) LMI MARK H (I Unit) ILMI MARK I (I Unit) LMI MARK 1 (1 Unit) 9 ! SERIES ES-1000 +XX SERIES ES-1000 +XX SERIES ES-1000 +XX SERIES ES-2000 .X% SERIES ES-3000 • • CX • GLAZED W/GLA DP= PSF GLAZED W/GL-1 DP= PSF GLAZED W/GL-2 DP= PSF GLAZED W/GL-I DP= PSF GLAZED W/GL-2 • IOP=I PSF • • s• •!• RNISH:POLYCRON ESP WHITE -XX HN6H:POLYCRON ESP WHITE - FINISH:POLYCRON ESP WHITE - FINISH:POLYCRON ESP WHITE -XX FINISH:POLYCRON ESP WHITE _XK •••••• NOA:150129.03 NOA:150129.03 NOA:150129.(0 NOA:14-0923.10 NOA:154)611.10 • • • • D • • •• 09: •• i PCD E NN *� No 70592 STATfC OF~�'Qj �. A' A'�",C��. Aug 10 2015 12:24 PM NOTES: DRAFTER: LOCATION PROYECT: DESCRIPTION: DATE. REVISION N' DATE DESCRIPTION REVIEW APROBED D.L. 2100 NW 99TH AVE 14/072015 GL-1=1/8"HS GREY+0.090 PVB DUPONT+1/8"HS CLEAR WINDOW ELEVATIONS REVIEW: CUSTOMER: SCALE: GL-2=1/8"HS GREY+0.090 TRANSLUCENT WHITE PVB+1/8"HS CLEAR A.V. INFINITE WINDOWS LLC EMIL' 1/4"=1'-O" SHEET N°: INaows INFINITE RESIDENCE E-301 .. .. . . . .. .. . . ... . . . ... . . ... .. ... . I REQUIRED DESIGNED D PRESSURES: .. ... .. +48.6 PSF :.: :.: ..: : :. -65.1 PSF 37 1/4' M.O 39' 1/4' 1/4' M.O. 0060 36 3f4' F.W. 1!4' 1i4' • • • 3812' 00,1110:0 � •••• 30 3'4' F.W. • • • 371i4' 1912" 371/4' •• • ••'•0• 0• D.LO. 27 L.0 D.L.O. •••••• M.O. M.O 114' M.O. 1/4" I •••••• •• • FUC36 1/4" 1/4" 1l4' F.W F- F.W. F.W. ^( �\ •••••• • 30 L4" 'm`p O 13" 147.ff t47lB' \\ •••• • • • • D.1.0. ^ ^o N°1 DLO DLO, D.LO I \ • • •••••• a° O QD �x. 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LOGTIOIV PROYECF DESCRIPTION' DATE' D.L. 2100 NW 99TH AVE 1 GL-1=1!B"HS GREY+0.090 PVB DUPONT+118"HS CLEAR SEW c OAR WINDOW ELEVATIONS GL-2=1/8"HS GREY+0.090 TRANSLUCENT WHITE PVB+1/8"HS CLEAR A.V. INFINITE WINDOWS LLC E M I L I O /4 1'-0" ESWINDOWS Q` INFIoNITE RESIDENCE