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WS-15-2504 E� / Ll - Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone:(305)795-2204 Fax:(305)756.8872 Inspection Number 1NSP-247633 Permit Number. WS-10-15-2504 Scheduled Inspection Date: November 13,2015 Permit Type: Wlndows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner. TATE,BRANTLEY A CLAUDINE Work Classification:Window/Door Replacement Job Address:874 NE 99 Sheet Miami Shores,FL Phone Number (786)420.5950 Parcel Number 1132060142410 Project <NONE> Contractor. V ENGINEERING&CONSULTING CORP Phone:(788)420-5950 Building Department Comments InfMcdo mments WINDOWS-NEW. 6 OPENINGS INSPECTOR COMMENTS Falm Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-244663. NO ONE HOME Failed Correction a Needed Re-Inspection Fee No Additlonal Inspecdons can be scheduled until re-Inspecdon tee Is paid. November 12,2015 For Inspections please call:(305)7624949 Page 34 of 44 Miami Shores Village 10050 N.E.2nd Avenue NE oe Miami Shores,FL 33138-0000 Phone. (305)795-2204 � � �. Expiration: 04/1712016 yam\ �Il,r •,.'33p Project Address Parcel Number Applicant 874 NE 99 Street 1132060142410 Miami Shores, FL Block: Lot: BRANTLEY CLAUDINE TATE Owner Information Address Phone Cell BRANTLEY&CLAUDINE TATE 874 NE 99 Street (786)420-5950 (786)518-5042 MIAMI SHORES FL 33138- 874 NE 99 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 2,000.00 V ENGINEERING&CONSULTING COF(786)420-5950_ Total Sq Feet: 0 Type of Work:WINDOWS-NEW Available Inspections: No of Openings:6 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# WS-10-15.57277 DBPR Fee $2.40 10/20/2015 Credit Card $177.00 $0.00 DCA Fee $2.40 Education Surcharge $0.40 Permit Fee $160.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $177.00 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 the rego' information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futor ,I au he bove- aetor to do the work stated. October 20, 2015 Authorized Signature:Owner / Xpplicant / Contractor / Agent Uate Building Department Copy October 20,2015 1 `6. Miami Shores Village _✓ , ; �. Building Department QCT 01 2 15 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 INSP LINE PHONE NUMBER:(305)762-4949 l FBC 20(� BUILDING Master Permit No. RC-1a- I11 -2LD PERMIT APPLICATION Sub Permit No. u1S— 15— 250q BUILDING ❑ ELECTRIC ❑ ROOFING *REVISION ❑ EXTENSION EJRENEWAL F-1 PLUMBING ❑ MECHANICAL [—]PUBLICWORKS CHANGE OF ❑CANCELLATION ❑ SHOP �J CONTRACTOR DRAWINGS JOB ADDRESS: 71/ A-) ` `� r City: Miami Shores County: Miami Dade Zip: �3 Folio/Parcel#: ((3 Zftsk 14 Z!q 16 Is the Building Historically Designated:Yes NO Occupancy Type: Load: ((Construction Type: Flood Zone: BFE: FFFE: OWNER:Name(Fee Simple Titleholder): 6 Y Q-aN -Tatti Phonek Address: q !-1-'V'1L _ City: 1�/0(G Yyl,► �'1��P.tJ' State: R.- Zip: .3-?;;, Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: � in W,I Yb bris 0 Phone#: -11& 61t g�-Z Address: 'OZ JO X515 2� City: M 1 a)� 2' State: .- Zip: 731 Qualifier Name: Ell L(. Vam, Phone#:3 - State Certification or Registration#: L 6L. 1ST f- Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 2 0eyi6i Square/Linear Footage of Work: Type of Work: Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ De olition Description of Work: (W)'Y"nN6 0-4 Specify color of color thru tile: Submittal Fee$ Permit Fee$ .0 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (� ' 0�% (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 Signature OWNER or AGENT CONTRACTOR The^regoing instrument was acknowledged befoir this The for ng instrume was acknowledged before me this °Z day of 20 by ._ day of Vs ,20 1' / by �)ersonalll n to ��.� U�. , ,who is ersona y cno o me or who has aduced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY P 'NOTARY PUBLIC: Sign:- 14 Sign Print• � Print• ,�� NTHA M DIAZ Seal: , + A .': SAMASeal: Ew MY COMMISSION#FFit3(YJ79BRANTLEY GRADY TATE EXPIt3F5Sept+:::br.• 16.2018 MY COto1MISSION#FF045388 i,:�sr�o�C°. EXPIRES August 13.2017 n3vaut:O ************�` ` Fl ,=*NolaryService.com APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) res - Is-- zs 6(1 CElvED �. OCT 01 2015 13Y' M1AM1.1'aADE 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(986)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) .miamidade.eov/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 Cale,including the High Velocity Hurricane Zone. DESCRIPTION:Series 115000"Outswing Aluminum Casement Window-L.M.L APPROVAL DOCUMENT: Drawing No. W08-08, titled "S-5000" Alum Outswing Casement Wdw. (L.M.I.)",sheets 1 through 10 of 10,dated 01/23/08,with revision E dated 05/06/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County ProQ t.Cpntrol Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County•••••• Product Control Section . .. . . .... . ...... .... ...... MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ...:.. . LABELING: Each unit shall bear a permanent label with the manufacturer's naW8f tggo, BglttRquilla,• • Colombia S.A., modeliseries, and following statement: "Miami-Dade County ProduR Control A'Wbved",••;••. unless otherwise noted herein. •....• • • •...• RENEWAL of this NOA shall be considered after a renewal application has been fded and there bas been .• no change in the applicable building code negatively affecting the performance of thds product. •0 ....:. TER.mwATION of this NOA will occur after the expiration date or if there has Been hdaevisidn or change:....; in the materials,use,and/or manufacture of the product or process.Misuse of this NdA Wan 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 enth -N9A-sball he movided to the user by the manufacturer or its distributors and shall be available for` Sith`at the ri Official. This NOA revises NOA#12-0820.06 asd�cq40 �f is page an evh d E-2,as well as approval document mentioned above. - - _ DY DATE The submitted documentation was reviewed.,by Nle ►h l Perez,P.E. OA No.15-0129.05 MIAMICADE COt1t�T1f iration ate: April 03,2018 �pprovsl ate: May 14,2015 Will-I ALL FEDER L Page 1 •il-(;I!! ,ATIMIS ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0419.01) 2. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10,dated 01/23/08,with revision E dated 05/06/15,prepared by AI-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,Type`B"Window,Grade 10,per FBC 2411 3.2.1,TAS 202-94 and per ASTM F 588-07 along with marked-up drawings and installation diagram of series 5000 outswing aluminum casement window,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-6294 and FTL-6295, dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D.Brinson,P.E. (Submided under NOA No.11-0419.01) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 :000:0 2)Uniform Static Air Pressure Test,Loading pbr 130C TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-9;-e 0 0 0 0 •*S o o• ; 4)Large Missile Impact Test per FBC,TAS 20.L-X,.. 0000.. 5)Cyclic Wind Pressure Loading per FBC,TAS-2Q-94 0000 6)Forced Entry Test,Type"B" Window,Grade 18,per FIIE424 f 1 ••••• 3.2.1,TAS 202-94 and per ASTM F 588--W 0:0*: :0 00:0 "•" along with marked-up drawings and installation diagramo is e; 5000 outswing aluminum casement window,prepared by Fenestration Testing L8b8ratory, Inc., Test....;. Report No.YM-5336,dated 11/16/07,signed and sealed by Carlos S.RioWpl. ; 0; (SubmUted under NOA No.08--0204.05) •• ••• • C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-St' Edition(2014),dated 10/27/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 Hit 7A U A42 6, Manu P ez,?". Product Control ramer NOA No.1 05 Expiration Date: April 03,2018 Approval Date: May 14,2015 E-1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont SeutryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), and of no financial interest, dated October 27, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No. FTL-6294 and FTL-6295, issued by Fenestration Testing Laboratory, Inc., dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No. 11-0419.01) 3. Laboratory compliance letter for Test Report No.FTL-5336,issued by Fenestration Testing Laboratory,Inc.,dated 11/16/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 08-0204.05) .000.0 G. OTHERS •••••• 1. Notice of Acceptance No. 12-0820.06, issued to ES Windows,LLC, for,thBiYSeries •. "S-5000"Outswing Aluminum Casement Window-L.M.I.,app6Yg1 on 1170$712 and!" expiring on 04/03/18. 0000 0000 :•• 0000 0000 0000. 0000.. 0000 . 0000.. 0000.. 0000.. . . 0000.. .. 0000 Manuel r P.E. Product Contra E finer NOA No.1 129.05 Expiration Date: April 03,2018 Approval Date: May 14,2015 E-2 t� r A SURFACE APPLIED �. 9• 3• 111�v a FALSE MUNTINS A ,Y OPTIONAL 1\\ 4 \\ T' 1� \\ // h \ / ( 0 Pomils M1R71 POINT LOCK SIZES 30' 11 LOMSEE. CHART 10 5/PER rao s/B• D.L OPO ro $ .HE•11T O.L.OPO OL OPIi V 76 1/a• UPTO AT SASH 33 T/B• �T/S• vw WIDTH 26• z 140TH VENT WIDTH sr a wwm w TROTH Tit• 4 74' O) T8• s wsroow aaDTLI !" 2391&(Xl DOM&-= -TYPICAL ELEVATIONS ' SERIFS 5000 AWMINUM OUTING CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS To BE AS PER CHARTS SHOWN ON SHEET 2 o< APPROVAL APPLIES TO SINGLE OR DOUBLE WINDOWS OR SIDE BY SIDE R R Q COMMNAT04 OF CASMT/CASMT OR CASEMENT WITH SMES ST00 FDLED WINDOWS USING MULLIONS IN BETWEEN, LOWER DESIGN PRESSURE FROM CASEMENT WINDOW, FIXED WINDOW OR MULLM CHART WILL APPLY TO ENTIRE SYSTEM, THIS PRODUCT HAS BEEN DESONED AND TESTED TO COMPLY WITH THE •• ••• • • • • • •• g T{ REQUIREMENTS OF THE FLORIDA BUILDING CODE INCUDRLD HIGH vaaw • ••• • i i • • ei HIAtIRCMiE ZONE(HYHZ). 71 ESE WINDOWS ARE RATED FOR LARGE tt SMALL MISSILE IMPACT. <m u a r • •• • • • • ••• • WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER • • • • • • • • • SHUTTERS ARE NOT REQUDtEO. LOADS TO THE STRUCTURE •• ••• •• • • • •• ANCHORS SHALL AS LISTED.SPACED AS SHOWN ON DETAILS,ANCHORS EMBEDMENT TO BASE MATERUIL SHALL BE BEYOND WALL ORESSIN6 OR STUCCO. AAAPMCEIVI/ MPRODUCrREVISED aswm* whb&ee � I ANCHORING OR LOADING OONOHIONS NOT SHM IN THESE DLTAtLS ARE• ••• ••• • • ••• do IfitM �f8 NOT PART of THIS APPRavAL • • • • . • • • . m Delo A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO Y %W4IY. • • • • • • • • • ! MATERIALS DttkLR)RtO BUT NOT LOOTED TO STEEL/METAL SCREWS,THAT • •• •• • • • • •• drawing no. COME INTO CONTACT TRT11 OTHER DISSIMI AR MATERIALS MALL MEET Ttt•• • • • • • W08-08 REQUIREMENTS OF THE FLORIDA MOD.CODE. aheeL I a o ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r DMW 140 eAPACITT-Per P9M I I)SM NOW trio CAPN2T4-Par M(n I MMWns �U tett LOW i OmM mm tt m Powr LOpt CAM]ACEs iMN m Ittra mn POaIT I= etasa TTP89 WAS!TTP$ atm 7TPas aim 17PB8 Otu9B TTPaB Cuss TTDI oLBS T7PPIt 9L488 TTP29 tm ota8. 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Wr - - - - - 9" 4D0 e6+• • • a • _• _ _ _ b.4 49A GLASS CAPACITIES ON THIS SHEET ARE R$ 4a• - - - - - oa9 Sao 49• - - _ _ _ 58A 08A BASED ON ASTM E13OO-09 (3 SEC. GUSTS) 8 2r 7r - - - - - - 00A sou i ••t •-• •• -• 49A 49 0 AND FLORIDA BUILDING COMMISSION 00. �' - - - - - - 9oA sao er • 4tiy •_• a _ _ _ _ 4� 44.2 DECLARATORY STATEMENT DCAO5-DEC-219 - - - - - 00.0 'fit•• • 40.2 40.2 g3 46• - - - - - - 40.1 339 48.1 PRODUCTREMW 3 78• - - - - b4 904 88' - - - - - - 41.8 419 RA PEt 70b2 w�Ob PW1Qa e - OOA •w eve - - - 373 373 - - - - 864 948L40 •72• • •-• - • •� - - 33A 3r Ia • •• •• • • • • •• bamni Pmdvct drawing no. 600 • ' • • • aoi9 W08-08 Sheat 2 of tO ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • of •• ••• • • • ••• 0 • 1/8'TWAT STRM GLASS 1/8"HEAT STREWD CLASS ao INTERLAYER oso•INTERLAYER O eUTACKE Pve BY'alPONr SpyTRypLAS a,.'0~ 1/8"HEAT STREMO CLASS 1/8'HEAT STREN'D GLASS CORNING 795/983 DOW COMM 795/983 y� DOWDOW CORNING 793 11 11 1 ti m � � fif777 �"FL6C aW 41W.M/4 P THAN 38' GLASS TYPE In, ALT. GLAZING OPTION T THESE GLAZINO STOP CAN BE USED WH NO CH GLA CKS D LW GLASS TYPES W. 'B', 'C' &W. HEAT SITWO CLASS 5/32'HEAT WREN'D GLASS ` OROR �a 5/32•T .GLASS 5 EMP 'TEMP.NLAgs 1/4'AIR SPACE 1/4'=SPACE J7/ HEAT • )GLASS 5/32•HEAT STREWD BASS 1/8'HEAT STRENro,GLASS 1/E•NEAT STREWD.GLASS R .OW INTERLAYER ASO INTERLAYER 090"RNTERIAYER By'CLIPONT• SENTR161A3 BY'DUPONT' tLRACrtE Pve By•WPONT' St7N WILTS BY'tRIPONP qQ SIR 'D CLASS T/e'HEAr sTREN'0 GLASS 3/32'HEAT STREWD CLASS 5/32•HEAT STREND CLASS � �;•G SILICONE So SLICONE r� MSS RNING 795/983 COP CORMHO 71 /883 DOW CORNING 795/983 DOW COMM 795/98.7WiCONE i $4 it 11 It C flog AT 1/4 POGI S ALL SIZES GIAW WEE 'C' GLASS TYP13_'�� ••• • • • • PIG 'LC' —.-- • • • • • • GLASS TYPE IF SEfTINO BLOCKS AT LNSIL.LAM,MASS • • •• • • i • NOTCH GLAZING BEAD LEG •• �P'�O�S i• •• m CLEARelols m n •• ••• •• • • • •• CIVIL PRODUCI'RSVLSBD • ••• ••• •TO WW FOS&W MISSILE IMPACT RATING • • • • • :ffBVI PL41 OF-MASS TYPES •E• & 'E• MUST BE TEMPERED. � , • • • • • • • •• • • • • • • • • • 2Qi5 M ProQrrZ • •• •• 4 B• • • • •• droving m. ••• • • . • • W08-08 eheIN of 10 ••• • • • • ••• • • • • • • • • • • • • • •• ••• ••• • ••• •s ••• • ••• • I SEE ELEV.FOR SPACM 'IYP M.AKHORS SEE MIN.FOR SPACM rflnM ANCHOFtS R illy SM El".FOR SPACM w=SUCK } i .y 4 e'11/f6°i < d'•.�• EDGE NVAL STRUC11R2E *om-DARE CDUNTY APPROVED •e' 8 t7• .e: .'' 1RIWON&MULLION AWHORS J EDGE EDGE SEE SEPARATE 1KHL CST. •• ORT �aa S 6 5 TYROL ASVA=G ffi EE H".MSPACNO iFi{ ,Z WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I. AND TRANSFER THEM TO THE BUILDING STRUCTURE. °u3 f TYPICAL ANCHORS: SEE ELEY.Fou sPACNo 1/$ DLA, WTR CW tL= (FU-177 RSI,F),-155 1050 INTO 29Y WOOD BUCKS OR WOOD STRUCTURES U 1-1/2"MIN. PENETRATION INTO WOOD $ �o THRU 11YY BUCKS INTO CONC. OR MASONRY n 1-1/4"MIN. EMBED INTO CONC. OR MASONRY y N d DIRECTLY INTO CONC. OR MASONRY 1-1/4"MIN. EMBED INTO CONC. OR MASONRY i A14 SMS OR SELF DRILLING ceLasvLLf (KR,ADE 2 CIO INTO MIAMI-RADE COUNTY APPROVED MULLIONS (MIN. THK. a .090' INTO METAL STRUCTURES STEEL .:i ALUMINUM:12 1/ MTMK 8" MIN. (6063-TS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EM DISTANCE 6 16 9 1RVIN WTERLOCK IW70 CONCRETE AND MASONRY = 1-1/2"MIN. R INTO WOOD STRUCTURE - 11/16" MIN. INTO METAL.STRUCTURE - 11/18 MIN. F] 2 _ WOOD AT HEAD.SILL OR ANM SO-0.66 MOL • CONCRETE AT HEAD.SIL OR JAMBS f o- 3000 PSI MIN. B 1 C-90 HOLLDW/FATED BLOCK AT AM Pm-2000 PW MIN. 7 4 I 1 •• •• • 00 •• i <moer .• a. < •• ... •. . . • '. 1 ,d a• W AO mm-- . e GW. V1c0rACTRH%4SSD ..4•. ,,ag'�. <•e •e. �.i.• �. f itA FE 7 'nDIYbffiwgh Sfe FIOIMe r; EDGE Dr. 1rP�AL ANa,ofs •• • • • • • • • • rdWk SEE QEY.FDR SPApNG • •• •• • • • • per. 1 SEEELEVANCHORS AtMfIO drawing no. 000 •• • 2ot5 woo-a8 eheLLt 4 oT • • • • • • • • • • • •• •• • • • •• •• 311V MAX. @D 1/4'WAX. D @ 3 Illy BUCKS rfi'Mk ANCHORS SM ELLY FOR iPZji CAM t7 Ic - TfPM ANCHM a EXTERIOR 4 7 !Pi smumum om 7 19AMI-IMNLIMIC OFMN wemam SINGLE VENT WINDOWS 1/4"SHM 3 m wow 1/4'VAL SHM Z MCAL A"MRS tj SEE MW.FOR SPACMG TfPM ANCHM SEE ELEV. MR SPACM 7 EXTERIOR D.L a VEW Wm vm%I" Wm BvlL*.v" fI&OWS Mddft 04 PROD=REVISM I I nk K "M mconvivinwmaw 5 *0 0:0 oo* of 0 0:0 C" coft 0 ?b 0 Dft 00* *0* :0 drawing fas W08-08 Y420 rl TYPICAL ANCHORS rAMCAL ANCHORS SEE ELM.FOR SPACING SEE ELEV.FOR SPACING EDGEz ►bII_�E ° s• s .'fa e. DIST. SRS MULLSEE ION &SEPARATE ANCHORSDIST. .\ `a. EDGE • ORT. I I A ALT. lVPICAL yg�3 SEE Et" FORISIPACOING :1 C an O T - /s•MAX. ALT. SKIMS � Z�� ;1'1/0 47 •�' gjpjR�{{ y� O1WRXL ANCHORS N ALT. •• ••• • • • • • •• 8EE ELtY.FOR SPACRiO MODUCER8VI w '••••"?.. > C/U�k 7"m us-mplytogwobdiandb O • • • • • • • • • Dwe Abdi I SEE EU ANCHORS • • • • • • • • SEE�/•FOR SPACM •• • • • • • • • • • dra•ing Iro. EDOE DIST. • •• •• • • • • •• p�jlm>i g ••• • i VAISATIO; DETAILS wm nuSH FRAMEr 0 2p8 WQ8-08 sheet S of ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 000 0 0 • ••• 0 0 2.,25--y �U Lq7—j; 1.218 T— .614 3.0.59 2.081 .062 2.630 o. .080 .set QQ SNUBBER $ $$ 1 2 3 4 FRAME a , �-a2s 1.898 .803 t, ,OB2 .637 1.878 .�2 2.686 » GLAZING STOP (LAM. GLASS) Q .720 %6 baa .mss a s 7 e VENT '060 1.083 cg t ® c Z� CLAM STOP (ML LAM. GLASS) +� .,47 Y ` .3,� ,886 2326 r� 082AN =2 '643 .800M9—�937 ® 266' ll GLAZMG STOP (IAM. GLASS) GLAZING WEDGE ® FLUSH FRAME ADAPTER 4 44� ® IMPOST �{ I.909 r -{ 1.000 MIRI 1 .726 m . . . . .. ,.�. TT • . . . • . .125 .125 .129 • • 00: • MIRK NDrcH <m u e W . . . . . ,994 3. 3.000 .t2S 2.760 M. P. 't 200° CM FIA PE 7*M o 3 .tee ••• • •�• • • • • c.ax •,� •• • • • • • • • s gy • •• •• • 3. 991ntlli Browing M1O. 1 X 3 ••. • 1 X 3 • • • • W08_Q$ Q IMPOST STIFFENER Q CUSTOM MULLM STD. MULUON MULLION CLIP sheet 7 ... . . . . .•. . . . . . . . . . . . . . .. •• . • • •• •• ... . . . ... . . l7EY PARI'1 O11ANT17Y > I YAt8RL4 11ANP.JBUPPIJ6R/RSMARs6 r. 1 F960ot 1 FRAME HEAD 800.1-T6 �V 2 ESa001 1 FRAME Sat. _ 3 ES5001 1/VENT FTRAME JAYS-1iN6E SIDE 8063-Ta 4 ES5001 1/VENT FRAME AMS-LATIN 561E V 8 ES5002 t/ 8003-To - Q VENT ENT TOP RAs. 8083-T8 8 6'87002 t/VENT' VENT COTTON RAIL 8063-76 - 7 ESa001 t/VENT VENT SDE RANI-WIDE SME a ESS002 1/VENT VERT SIDE RAP-LATCH SIDE 8063-TB 9 E98004 2/VENT 94MB S,2-1/2•LONG 8083-T6 VOA EsitW As RFxm. OIALNO BG9(LAY.OLAS) 6063-Ts tog - AS REOD. OLATBNG SEAS(IN9UL,LAY.alAss) Iro63-Ta - }� 10C ESIODS AS REQ, OIAZM BEAD(IAM.OW 8083-78 _ Su iij It 27-425 AS REO, p{/ZN0 GASW < FPDM OUROMETER 80 SlD1R'A' 1 ES1010 AS NEW. Otg2atp WEDGE SOFT PVC OUROMETER AW SHORE I a7 122 - AS REOD, FRA11E$AENT ASSEMY SCREWS - /10 X i-t/2'PH SYS 13 - 2/ SNU88ER DN6TAUAlmN SCS 010 X 1/2'PH SMS ffi 14 Em 76 REOD. OUTER NPA 21PP"(POLYPROPYLENE CASE.TPE BIRB) OUROIETER 07 SHORE'A' Fi3i to 173400a Fs RMm. DICER NgTiERSiRPPING EPDM OROMEIEW IID SHORE'X is RJS40-SS AS REOD. LXm LOCH a mm SULLAWN&ASSOCIFOES 17 30155 2/VENT 4 BAR IIC10E8-HEAW DUTY - TRUTH HARDWARE R is - 3/H9x1E mm Mou RW scReEls AT FRAME - 010 _18A 1/2'PH SMS VEA - 4/1R6JOE FICO "m SCREWS AT VflR +t0 x 1/2'PH SHS It 23 SE3HEB 1/VENT SBmLE ARM OPERATOR(AT 8-1/2'FROM flips) - TRUTH HARDWARE IVA NOVA 1/VERT SINOLE ARM OPERATOR(AT s-i/2•FROM IG" DITERim 20 - 4/OPER OPERATOR RGORN@NO SCREWS - �10-2a X 3/8'PH SM5 V >( 20A - B/OPER. OPERATOR YORNTOB SCIIEWS - f i X 1/2'R41 BPH 21 3ot7a 1/OPER. OPERV'LORI TRACK ST.STEEL TRUTH HADRARE 21A - t/OPER. D TRACK sr.STEEL. atTERL00K v'n - 2/TRACK lAM2f YORRMO SCRLtES d,M 22A - 3/1RLDX Tim YORRIO SK2aWs - X10 X 3/B'PH SS SNS 23 - AS REOD. 1X3-CUB=U== - x t/2'FH SMS Z 8053-Ts - 23A - AS REOD. 1x3 STAEiDIVm tauUDN 8063-176 - g 24 - AS REDO. MULUON CUP 8083-75 5�3 ieS 25 27-372 2/UTE SUM SLAM 7/16'X 3/14r x 3-1/2.LOO EPON AT 6'FROM EACH M.DURObMTER 7at8 SHORE A �3 28A - 2/UTE TAPES CLOCK 4-X/ir Two-x 4'IAMB F� AT 6•FROM ECH 00.OUROKYER CLAS �SHORE A 28 - -8/UTE TAPE SPACER(1/4'X 1/2') EPom AT r FR= '� - oPTm& s/1s•BOC SCREEN 7r� 33 ES5009 2/vaNr ANM SAti SKATE.2'tANo NYLOF/CEUM M&M PIASHCS $ 34 - 2/SKATE SKATE MOUNTING SCREWS - /6%1/2'PIFSINS $$ 36 Elm 1 IM1asT 8063-T8 2 37 EMIL AS ROD. IMPOST BTDFEHRER 8083-13 � 47 CL01-0700 - MULTI-PONT LOOK MEMVMM 917MOCK LOCK►ASTEHIER PLATE 47 - 2/LOCK LOCK FASTENER SCREWS THREAD FO IM 48 i-2230-XXX - SNAP ON COYER _ S�'/�IANTS: 'fill$ 50 t-tobo-xxx = SNAPON HANDLE ALL FRAME AND VENT CORNERS AND INSTALLAT= SCREWS 3 WK(ACEIlJ� • • •• • • ! • • SEALED WITH CLEAR/ALUMINUM COLORED SEALANT. <m v e w at KED 521 - LOa BAR(304 ST/Sr) •• 000 •• • • • •• 73 ES-8017 AS REGO. FLUSH FTWIE ADAPTER 8O3-T5 OPD07ML ,ngnJJM AMODPRODtJCERBVISBD Ilk S4 7/VENT LWON HAHGLE - SIR.LNAN&ASSOC. am PRlDOyKR8VJSeaea Sa9 - 2/VENT LOKSORFF CAM(AT t1-1/2'&ao-1/2• - C O&sa 2/Loa Loa Int scads • • • • • de-a x•/2 P16 MS is a7 ESa0f3 1/VENf Loa HMNO.E/CW OOGBTECrOR • 4 1 BAR 8 01 88 E59011 2/BAR COOiFCTOR SCREWS • •• •D -• • COSI N • •• IATGmni Flo" drawing Fro. D5-200K-ss 2/VERT KET PEKS(AT 12'&a1'FROM BCTTOW•• • sT & W08-08 2/KEEPER KEEPER MORM9N0 sc�Ws - 170%314r PH SMS 015 �t of ••• • • • • ••• • • • •• •• • • • •• •• MS3ao-801A-INV–dim este–sce tsoc)'xva tsps–eC9 t6D�'r3L me ssu u 2"•� o�•ww a ;,�. o a:r9 orano a+ nretor o st69Pst63od nay s VORtOIa pMNw Z4l££ kl 9YIVI19 arts sea otaaaaa a rarxo o arae ata•; � `d ✓�_ ainvae�sssezc .33&S ft 'M'N OSS£ namm�rxnaet uvtw e W y INVAYMnea I*rsooua ra SUMMOOM OTl 'SMOaNM 'S73 J306 ssu ammo ON rm v J-All syow O Nouvaoaaov boOZIV/ 7V (r)rt)'MmA ix sura►env coos-s -�-+� , isOff \ 21 u Y m — • 9999• \ • • • 9999•6 •• • 9000 9 600.9• ••• •••••• 0000•• • • 9999•• 0000 ••• • 0 • • • • ••9• ••• •99.9 9999•• • • •9••• • • 9999•• • 9999•• • • • • • • 9999•• •000.0 • • • 9999•• •0 • e` o � m M=ON LOAD CAPAt21T-PST NOMIOR LOAD WAACM-PSY �t r L x a L x9m.s L x s L x s CLIPPED MULLIONS WHO"law 4m.Mmcesm Hall WNRooW TDNB. Mm mm Mum 26-1( lU t6T(-) 9rt.- WIDDI 2 2B-t/2• aR0 904 3M / Sao 400 i 3Y IDA 40.0 38" 9" 90.0 4r 10.0 80.0 4r BOA "A L 46' w 90.0 a.0 46' 64' S0.0 90.0 46' 90A 90A 94' 40.0 90.0 8a-1/8' �A 80A 90' 40A 90.0 --------- 9r 90.0 90.0 6r 80O �A W1 W2 W1 28-1/2• 40.0 W.0 30' 90.0 3Y 20.0 90.0 36' 90.0 80.0 42' BOA BOA 4r 905 80.0 "-"""""q •�ee�""".. aD�. 46' 8.T' 90.0 80.0 48• 80' 90.0 90A / "_""""_ n ; 48' 80.0 80.0 6d90.0 A7-1/B' 90A g0.0 9" eo' 9oA 80A // G 62' 9" BOA br 90.0 904 28-1/r gp,0 80,0 J, 30' 9Q0 eoo 3Y 90A 90.0 36' 90.0 90.0 �.0 IZ' BDA 90.0 0 4r 74-1/4' V&4 40.0 46' �• smA 40A ".a 48' 76.4 pt 64• 80.0 90.0 � �:•o ae�ter, � e<.-RQe 53-1 71A 89.2 84' 90O 90.0 W2 28-1/2' SY 90.0 Su 3V 9" 90.0 60.2 o" 36• 90.0 90.0 yf'j tL 4r70" 76.4 90A 4r 7r 90.0 90.0 7'YpIC>•1.)3[RyATIONfi w 4r72.8 SOO 48• 63.6 mo sms BY sm Wmom 48' 60.7 VA 64• 78,4 904 SIDE BY SIDE APPLnS TO TWO OR MORS WINDOWS at• 67.1 84.2 30' Sao 90.0 4 2 3/4' 1/2' W1 + W2 I 3r 66.1 90.0 WIDTH �W) = 2 4r 78' 76.4 90A 2 z Z ii66 46' 88.T 87.4 ppp .� 61' 87A 84.2 1. USE CHART ON THIS SHEET FOR SIE BY SIDE COHIBTOTSON 1v CAPACITY OF WWW MULLION. 2. FOR CASBOTT WINOWY OAPACIIY SEE SHEET 2 OF 10. 3. FOR FOLD WM00W CAPACITY SEE SEPARATE NO0. TYPICAL AI4CIi0RS + �3 4. COINER VALUES FROM STEPS 1.2 OR 3 WILT.APPLY TO 4 PEN CINP EDGE DISTANCES FOR MULLION ClIpS 4QS EXURE SYSTEM. S l INTO CONCRETE AND MASONRY a 2" MIN. INTO WOOD STRUCTURE ® 11/1B" MIN. INTO METAL STRUCTURE- 11/18- MIN. CASEMENT 5000 F G18E1 WIC OF © _ �,�� WNM �5100 WINDOW • • ! • mum m •• m . Em4n J m Mao TOTAL ?RODUCTREVISIM F71 L 4AY BIwitAUpF,fotlda o •• A-pft ethjl5- 1 .05 •�� ©rTERIOR • : • • • • EXTERIOR oaDa4 8 8 WMDOW WIDTH VPIN9pW WIO•lil • ,i• i i • iWMwW WAWI WBJppW WIDTH P 4- mLmm2 MIoliTON � � 1•LxED MULLION .110oT10 ..• . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . MIAMI- WHAW DADS COUNTY MOM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 248 BOARD AND CODE ADMINISTRATION DIVISION T(786)315--2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) W%,W miamldade. qy-bSonJW_y ES 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--Dadd 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 112000/2050"Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT:Drawing No.W03--75,titled"Series 2000/2050 Alum.Horiz.Sliding Wdw. (L.M.I)", sheets 01, 1.1, 02 and 03 through 09 of 09, dated 08/27/03, with revision "H" dat14.0 NJ 6114, prepared by Al-Farooq Corporation, signed and sealed by Javad Alunail, P. E., bearjttg the Miami-Dade-99:9 County Product Control Revision stamp with the Notice of Acceptance number and Exlliratioq Slltd by the •. Miami-Dade County Product Control Section. 6 666.. 6666 6666.. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 6666 6666 ;•••• LABELING: Each unit shall bear a permanent label with the manufacturer's name'er Logo,Barmh4uilla,••;•• Colombia, America Latina, series, and following statement: "Miami--Dade C'MIU Pro".Cpntrol6.060 Approved",unless otherwise noted herein. .. .. . 6660.. RENEWAL of this NOA shall be considered after a renewal application has beeit filed and tht~re hgs been....;. no change in the applicable building code negatively affecting the performance of this product. :""' • TERMINATION of this NOA will occur after the expiration date or if there has bddh a%visiwt of Mange' • 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.134617.28 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. MOM NOA No.14-0923.10 t' ,E MR t�s �n Expiration Date: November 06,2018 1 2`t 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 50' Edition (2014), and off' no financial interest,dated 09/10/14,signed and sealed by Javad Ahmad,P.E. 2. Stateihent letter of conformance, complying with FBC 2#110, and of no financial interest,dated 12/08/11 and 06/05/13,signed and sealed by Javad Ahmad,P.E. (Submitted partially under previous NDA 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 dompliance 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 tinder 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 FTI -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 an d 07-092813) 7. Laboratory compliance letter for Test Reports No.'s FT14-380% and•FTL-3804,•••;• issued by Fenestration Testing Laboratory, Inc., dated 06/16/03 and00511 AT,revised �• 00 ..1 000. & reissued by Fenestration Testing Laboratory dated 08/10/a0*..0* j di igned seale4 0 by Joseph C.Chan,P.E. 0000 0000 0900*: 4400 . (Submitted tinder NOA No. 03-0910.02) • 0000 .0004 • 0000.. G. OTHERS •• •• 0.00•• 1. Notice of Acceptance No. 13-0617.28, issued to ES Windovo,LLf, for their Series..,,. "2000/2050" Aluminum Horizontal Sliding Window-L.M.I,, a�Pped Dori 09719/13,.... and expiring on 11/06/18. •• ••• • , Jaime D.Gascon,P.F.~ 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 tinder NOA Is No.'s 03-0910.02 and 09-1008.06) 2. Drawing No. W03-75, titled "Series-2000/ 2050 Alum. Horiz. Sliding Wdw. (L.M.I)", sheets 01, 1.1, 02 and 03 through 09 of 09, dated 08/27/03, with revision "W'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 per FBC 24113.2.1,TAS 202-94 . along with marked-up drawings and installation diagram pf #•�oriz(;Ml sliding•••;- window, prepared by Fenestration Testing Laboratory, Id!, Test Repdzt No. •. FT1r5811,dated 02/16/09,signed and sealed by Michael R. ..e.... P.E. (Submitted under NOA No. 09-1008.06) .000 ...... 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94....' .... :*fee: ..... 2)Uniform Static Air Pressure Test,Loading pq*PV C TAJj .Z ?-94 ..... 3) Water Resistance Test,per FBC,TAS 202.94" • 4)Large Missile Impact Test per FBC,TAS1• • 5) Cyclic Wind Pressure Loading per FBC,TSS 203--94 ;••••• 6)Forced Entry Test,per ASTM F 588-04/07- d per FBC 2411 3.2.1,TAS 202-94 •• ! 7)Deglazing Force Test,per ASTM E 987-88(R2009)and per FBC 24113.2.1,TAS 202-94 8) Operation Force Test,per ASTM D 2256-02(82008)and per FBC 24113.2.1,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. FTL-5338 and FTL-5475, dated 01/17/08 and 12/20/07 respectively, signed and sealed by Carlos S.Rionda,P.E. ���f. (Submitted under previous NOA No.-08-0527.13 and 07-09284--3;)-)- ,4t 7-0928. 3Y )--f Jaime D.Gascon,P.E. Product Control Section Supervisor NOA N6.14-0923.10 Expiration Date: November 06,2018 Approval Date: February OS,2015 E-1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINDED) 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 24113.2.1, 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 FTI -3804, dated 06/16/03 and 05/15/03 respectively, revised & reissued all signed and sealed b Joseph C. Chan P E exssued on 08/10/06,a s gn Y P �P.E. 0 • (Submitted under NOA No. 03-0910.02) :00904 0000.. .. 66.. . /-��� ,� T . . . C. CALCULATIONS •00.00 0006 00000 0 1. Anchor verification calculations and structural analysis, conformance to,:omplyinj...0 with FBC 2010 and with FBC 5"" Edition (2014), pr Vel by•XC-�arooq•••• Corporation,dated 09/09/14,signed and sealed by Javad Ahm4.B.& 6 6 06:0 2. Glazing complies with ASTM E1300-9.8/09 •00000 %••••• •••••• 0000.. D. QUALITY ASSURANCE 0000.. 1. Miami-Dade Department of Regulatory and Economic ResoureC4(WR) •••• 0000 • 00 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 01A4/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont ButaciteO PVB Interla er"dated 04/11/13 expiring on 12/11/16. Y P g ' - Jaime D.Gascon P.E. Product Control Section Supervisor NOA No.1'4-0923.10 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 5t° 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 Ahmad,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 under NDA 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 Is No.'s 08-0527.13 and 07-0928.13) • 7. Laboratory compliance letter for Test Reports No.'s FTLr3808 and:FTt±38044000.. issued by Fenestration Testing Laboratory, Inc., dated 06/16/$3anc;05/11/%,.r�evised •. & reissued by Fenestration Testing Laboratory dated 08/1010 Vt%igned*Md sealed.•••• by Joseph C.Chan,P.E. •6**•6 (Submitted under NOA No. 03-0910.02) •.�..• •�.• •.• G. OTHERS • ••...• 1. Notice of Acceptance No. 13-0617.28, issued to ES WindovVT.M, for th&r Series •. "2000/2050"Aluminum Horizontal Sliding Window--L.M.Ii, approved.6t&19/11 • and expiring on 11/06/18. •..• ; . ... ;••••; I! i Jaime D.Gascon,P.L Product Control Section Supervisor NOA No. 14-0923.10 Expiration Date: November 06,2018 ApproYal Date: February 05,2015 E-3 . WDloow WlOTH MAX A=-ANCHOR s' Z J STVAX ILE AT STILE ENDS MAYA Q 9a READ/Sp.L S• F SEE�2&S SR.L �( _ QRS A k - FALSE YIINRNS gyp` (SURFACE APPLIED) E94 � I� MAY BE USED $ < C ==r==== =i ___ I I I I I EES a �� u Ii iI "i�� � J/ Ii t1 ===yl,`-'- II II II II II a 1 33 1/2• 33 3/s" 33 1/2` V OL OPG. D.L.OPG. OL OPG 37 S/B' 37 S/e' VENT WIDTH VENT WIDTH nM TYPICAL ELEVATION z S THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Li 2 � O MES-2000/2050 ALUM HORIZ SLIDING WINDOW DESIGN LOAD RATING$ FOR THESE WINDOWS TO BE AS PER CRAM SHOWN ON SHEETS 2 & 3. Gill APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS ° 8 OF H.R./H.R.OR H.R.WITH OTHER WINDOW TYPES•1 MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. it 3 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT L,AS BEEN DESIGNED AND TESTED TO COMPLY WITH THE e 00 • • e • • • • • 00 REQUIREMENTS OF THE FLORbA BUILDING CODE INCLUDING HIGH VELOCITY • • •• � e • • • HURRICANE ZONE(14042). • •• • • • • ••e • LAMINATED GLASS LWOW U THE BY OTHERS,ST MUST BE ANCHORED PROPERLY TO TRANSFER •e e ••i e•i 0.0 i i ••• LARGE MISSILE IMPACT ANCHORS SHALLBE AS LLSLED,SPACED AS SHOWN ON DETAILS,ANCHORS •. t2V2. D S y EMIBEd�IENT TO BASE MATERW.SHALL BE BEYOND WALL DRESSILY OR STUCCO. FIA It f IM2 H C ANCHORING OR L.OAWNG CONDITIONS NOT SHOWN IN THESE DETAILS ARE • ••• •e e • • • 8 NOT PART OF THIS APPROVAL e e • • • • • • vltmtllAFlatTda D 2.�� A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONL*• • • • • • • G.r7 • •• •e • • • • Da• 4 2014 draxing eo. COME INTO BUT H DOTER DISSIMILAR MATERIALS SHALL,MEEUMITED TO STE"ETAL SCREWS,T THE •••• • • • � W03-75 REWIREMENTS OF THE FLORIDA BLDG. CODE. WaQoe,Caauoi sheet 1 of 8 •ee • • • • ••• • • 1/8`ANN.GLASS 1/8`HEAT STREWO.CLASS 490'OITERIAYER MTERLAYER SENTRYGUs BY'DUPONt' SENTRI'G1AS BY'DUPONT' ` tX)RMNG 795/983 DOW CORN210 795/983 1/8'ANN.GLASS 1/8'HEAT STREN'D.CLASS Z SIUOONESUCONE1 1 DOW WRN@t6 785 �` DOW CORMNC 798 Q 8 n21 AT 1/4 PORTS ON UTES AT 1/4 POINfS ON UTES AN c WIDER TH38' WIDER TFNN 38" 5/18" LAM. GLASS 7/15" LAM. GLASS AT 1/4 P00NTS ON UTES AT 1/4 POQTTS ON UTES ALT, GLAZING OPTIONS x WIDER THAN 38` MER IHAN 38' lel GLASS TYPE 'A' GLASS TYPE 'Al' SGIASS T1�Es SH�ON IS SHED WITH �t 1/8'ANN.GLASS 1/8`HEAT STREN'0.GLASS .090"INTERLAYER ABO`WrERLAVER � g 811TAC1[E PVD BY'OUPONT' BUTAdTE PVB 8Y'OUPONT' v 1/8•ANN.GLASS 1/8`HrAT SrREN'D.Glass `8Q° Dow CORNPKT 785 DOW CO m SUCONE UJJ t � DOW CORNING 795 J� v 5t 21 2ND AT 1/4 PMM ON UTES AT 1/4 POINTS ON UTES NADIR THAN 38` WIDER TFVW 38` GLASS TYPE 'B' GLASS TYPE 'Bl' R 3/18'ANN.GLASS 5/32`HEAT STIWD,GLASS 6/32`HEAT SfRENb.GLASS 8 490'7*—my ER ='INTEMXYER .090*KrEFMAYER 'OUPONT' ACLTE PV8PV8 8Y*DMNT' SENTRYC AS 81''WPONT3/ .CLASS 1/8`HEAT STREN'0.CLASS 1/8'HEAT STREWD.GLASS SILICONE DOW CORNING 795 DOW MVING 795 �+ • i i ••• i i ••• $$ f. •• • • • • ••• • ' EW IWAMD S( ' ink PE 70592 7yJ ,fit io • VW 1/4 POINTS ON UTES W I.P 3 ON l.R ••ES AT 1/4�ON UP ds drawing no. `" THAN's WroER A" THANN 38" WroER • 42014 W03-75 GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' cAnuos --h— .lof g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGAN LOAD CAPACITY - PSF (XO OR OX SIZES) SERIES 2000/2050 STD.ANCHOR SPACING ADD.ANCHOR #t STD.MM.RAIL(FRAME SILL•I.%S&4) H.D.Mm.RAH. H.D.MM RAIL SEE OEM$OEM FOR EXT(+)LOAD UWTARONS SEE DETAILS BELOW FOR EM(+)LOAD lAOTATANS SILL-2&4## {SHS.00&4)* GLASS TYPE'Al' GLASS TIPS'All F MASS TYPE'AI' GLASS TYPR'SI' MASS?TPR'RI' GLASS TYPE'A' OLASS TYPE bl' MASS TM b' MASS TYPE'D' 8 Cuss 9TPE b' WIND OYT DIMS. A GLASS TYPB'F 611088 TYPB'C ITIASS TYPE'B' dLASB 7TP6'E' mv, I HEM W.(+) W4-) EM.(+) WTj-) EXT.(4) SNL(-) EX40 WL(-) ExTj+) 01L(-) a 28-1/2' r�. 70.0 ROA 70A 90.0 70A 80.0 80.0 500 sr 26' 7010 80.0 70.0 SOA 7oA 9" 8" 90.083-i/8' (3) 70o 8010 7010 SOA 7010 8010 s0A74' 7010 BOA 70.0 90A 7010 80.0 s0.0 2010 - - 5 25-1/2' 3 70.0 BOA 7010 90.0 7010 80.0 8010 9010 - - 8� 3r 38-3/8' 4 7010 sox 70A 9.0 704 80.0 f.0 9010 - - MSG. RADS � MT6 RAH3 53-i/ 7010 8010 7010 90A 7010 BOA WA 9010 - - 5-2000 S-2050 74' 8 7010 80.0 70A50.0 7010 80.0 8010 9010 - 28^t/2' 3 7010 80.0 7010 9010 70.0 80A 8010 90.0 - 37' 50-8/8' 4 70.0 BOA 7010 9010 7010 8010 am ow 53-1/8• (4) B 70.0 80.0 70A 90A 70.0 8010 80.0 90A - 74' 8 - - 7010 9010 7010 804 80.0 90.0 - - 28-T/2' 3 7010 8010 7010 9010 7010 8010 8010 90.0 - 37' 83' 4 SSA 67.3 7010 9010 7010 80.0 80.0 W.0 53-1/8' (5) 6 42.8 48.7 70.0 86.8 70.0 BOA 80.0 9010 - - 74' 8 - - - - - - 75.3 75.3 80.0 9010 2r 3 7010 8010 7010 9010 7010 80.0 S" ODA - - 5 Q 38' 4 7010 BOA 70.0 9010 70.0 8010 8010 9" - - m 48' (2) 6 7010 8010 7010 9010 70.0 BOA 80.0 9010 - BD• s 7010 BOA 7010 90.0 7010 80.0 80.0 9010 - - 72' 8 70.0 8010 70A BOA 70.0 804 8010 90.0 - - Q^ d 24' 3 7010 6010 "A 9010 7010 8010 80.0 9010 - - s. Z 36' 4 7010 8010 70.0 9010 7010 8010 80.0 904 - 48' 36* (3) 8 7010 6010 7010 90.0 7010 804 80.0 9010 - O BO' (3) 8 7010 8010 7010 9010 7010 8010 8010 9010 - - OU&F-I 72' 8 7010 BOA 7010 904 70A a" 8010 9010 5 iGRItj 24' 3 7010 9010 7010 9010 7010 BOA 80.0 sob 36' 4 70.0 80.0 70.0 90.0 70A 9010 80.0 9010 - - H.D.MTY3.8AD8 H.D.MTG,RANTS 48' 4(44) 6 7010 8010 7010 90.0 70A MUD 8010 9010 - - S-2000 S-2050 o' 6 7010 80.0 7010 90.0 7010 8010 804 90.0 - - 7r 8 70.0 604 70.0 90.0 70A 80.0 8010 9010 - - 24' 3 7010 8010 7010 9010 7010 BOA 80A 9010 38• 4 7010 8010 7010 90.0 7010 80.0 60.0 90.0 - - U0�0 OtOiM�i PIWMt "R F 48• (5) 8 54.2 619 7010 904 704 BOA 80.0 9010 B 45.1 s1s "A 8710 7010 80.0 8010 90.0 7r 8 - IDA 78.7 7010 78.7 80.0 82.7 8010 90.0 A= NO.OF ANCHORS PER HEAD&SILL (} NO.OF ANCHORS PER JAMS NOTE: •• • • • • • • •• • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE $ • •• • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) W o • • • • • ••• • AND FLORIDA BUILDING COMMISSION • • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 aamm h N N FIA.PE _Offt 3 • • • • • • ••• CJLN 7 41 '2 48 • • '4 taJa• • • • ••• •• •• ••• • ••• •• drovrmg TIO. W03-75 STD.sn.L YmNouT WSER STD.SRL wOH atsEa }8-4m 5{U.wmrour R6ER w-PoSE SB.L Y9TN arsER LOAT EXT.(+)LOADS TO 53.3 PSF LOW EXTj+)LOADS TO 70.0 PSF LAAT EXT.(+)LOADS TO 6710 PSF LWT EXT.(+)LOADS TO 80.0 PSF sheet of 9 ••• • • • • ••• • • • • •••• • • • • • • •• • •• • •• •• ••• 0 0 0 000 0 9 DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 DESIGN LOAD CAPAtaTY - PSF (XOX SIZES) SERI&S 2000/2000 V STD.ANCHOR SPACING ADDL.ANCHOR ** M.ANCHOR SPACING sTD.MTG.RAH.(FRAME SEE Mm"stt�w SILL•1.2.S&a) R.D.M.NAB. H.D.MIO.RAL FOR EM(+)+)LOAD L9IBATXINS STD.MTG.RAIL(FRAME SILL 01.%3 At 4) H.D.Rm.«AL SEE DETAILS BELOW FOR EXT(+)LOAD L110TAUM (8LL aS&4)* (SILL a8 At a)* SCE OEVAOS BELOW FOR DC((+)Lam LOOTA=6 SLL a3&4 MASS TYPE'At' GLASS TIPS'dl' GI.A94 TYPE'401' GLASS TYPE'AI' GLASS TYPE'El' GLASS TYPE'BC CUSS TYPE'AS' CLASS TYPE'81' CURB TYPE'A' MASS TYPE 181' GLASS HYPE'D' aim TYPE V GLASS TYPE'A' GLASS TYPE 181' GLASS TYPE'1Y NDIDOQ DH48. A GLASS TYPE'B' GLASS TYPE'C' GLASS TYPE.D. CLAN TYPE V GLASS TYPE'E' WNDOW DIMS, GLASS TYPE T3' GLASS TM'C' GIA88 TYPE'D' G1ASS TYPE'E' i8 W2WH 1fEXotT --4+)7--(-) -t+) W.(-) EXL(+) WL(-) EXL(+) OR.(-) -4+) -4-) WIDTH Hwm A EXf•(+) WI'•(-) lM•(+) OR.(-) EXF•(+) FM•(-) E%L(+) O1L(-) 74' 8 70.0 80.0 7040 80.0 70.0 80.0 80,0 9040 - - 74' 28• 8 70.0 80.0 70.0 90.0 7040 80.0 a" 90.0 108•-1/4• � 12 70.0 BOA mo 90.0 70.0 mo au 8940 - - !os-1/4• (3) 11 70.0 8" 7" 80A 704 BOA 8040 90.0 n 111• 12 - - - - - - 80.0 90.0 - t11' 12 - - - - SOA Bob 74' 9 7" 80.0 7" 90.0 70.0 BOA 80.0 Bob - - 74 36-3/8' 8 7" Mo 70.0 00.0 70.0 80.0 80.0 90.0 108-1/4'�( 12 70.0 60.0 7MO 911A 70.0 BOA 8040 9040 - - 106-1/4' (3) 1t - - 7" 90.0 70.0 80.0 80.0 90.0 4{� itx66 11 Y 12 - - - - - au 90.0 - - 111' 12 - - - - - - Bob 90.0 74• �_y�• 9 70.0 80.0 7" 90.0F70.0 90.0 80.0 "A - - 74" 50-5/8• 8 - _ 70A 9040 704 80.6 8040 80.0 l} 106-1/4' 12 70.0 80.0 70.0 20.0 80.0 80.0 Dao - - (4) 74' 9 48.4 81.8 70.0 SU 80.0 80.0 904 _ _ 74' (5) 8 - _ - _ _ 804 9040tOB-i/4' (012 - - _ - 77.1 77.1 8Q0 90.0 YY B 70.0 8DA 70.0 1" mo 80.0 80.012 _ _ _ 78.3 78.3 Bao 90.0 84• 24' 8 7040 8040 70.0 80.0 70A Bao 80.0 2"M' 8 7040 8040 7040 BOA BOA 8040 9040 - - 98' (2) 7040 BOA70.0 MO 70.0 MO 8040 90.0 84' 2,V 9 704 800 704 90.0 SOA a" 9040 108' 11 7040 Bob 7040 WA "A 80.0 80.0 90.0 98• (2) 9 70.0 a" 70.0 BOA 70.0 a" BOA BO.o - - 7Y B 70.0 80.0 704 9040 70.0 10.0 80.0 90.0 e 108' 12 70.0 80.0 70.0 90.0 7040 004 BOA 90.0 84" 38' 8 70.0 80.0 70.0 90.0 70.0 80.0 am 90.0 M• 9 70.0 Bao 70.0 BOA 70A 80A BOA 90.0 - - 08' (3) s 7040 BOA 7040 90.0 70.0 no Bao 90.0 84• 36• 9 70.0 BOA 7U BOA 70.0 804 80.0 o0.0 - - 108• 71 - - 70.0 90.0 70.0 80.0 BOA 90.0 88• () 0 70.0 -mu 704 8040 70.0 8040 89.0 8040 - - 72• 8 70.0 8040 70.0 SOLO 70.0 80.0 BOAmwo 108• 12 70A �A 7040 90.0 70.0 W.0 BSA 90.0 - - 84' � 8 - - 70A 90.0 704 a" 80.0M' 9 7040 804 7040 90.0 70.0 a" au BOA - - 88' 9 - - - - 80484• 48' 9 70.0 BOA 70.0 00.0 7040 8040 80.0 SOA - - 72" 80'(5) 8 - - 70.0 Bob 7040 emo 8040 08' (4) 8 7040 8040 7040 9040 7040 80.0 8040 9040 - - A-NO.OF ANCHORS PER HF11D&SILL Z 108• 12 70A $0.0 70.0 ODA 700 80A 80.0 8010 - - (). NO.OF ANCHORS PER JAMB 72• 9 54.2 81.9 7040 sea 7" 80.0 sob Bob - - (1/4W) (1/2) (t/4) N v 84' Li 80' 9 4740 SdA 7040 BOA 70.0 a" 80.0 80.0 - - 98• (5) 9 70.0 s3A Tao 80.0 80.0 88.2 >ro.9 90.0 8 108" 12 70.0 78,7 7040 78.7 80.0 82.7 80.0 9040 A s NO. OF ANCHORS PER HEAD&SILL () NO. OF ANCHORS PER JAMB y (1/3) (1/3) (1/� OPERATING VENTS TO BE 1/4 OF Tiff WINDOW WIDTH VIS Raps em •rv.X40119 PROAIICI t1tiV44BD ` 5-2000 6-1080 m ODUCT mho Lha Flaida e OPERATING vENTS TO BE 1/3 OF THE WINDOW WIDTH 44 NOTE: - •• • • • • (LASS CAPACITIES ON THIS SHEET ARE vs d • •0 • BASED ON ASTM E1300-09 (3 SEC. GUSTS) M.• • • • • • AND FLORIDA BUILDING COMMISSION • • • • • DECLARATORY STATEMENT DCAOS-DEC-219 00 0 n n N N N 4 •••• •• • •,,",,,�•• Rk %709 s38 •• .1 .2 g j- �Jp yE draaiillq fro. sro.SILL WOfmIIT RISER STD.SILL WNH R6ER N-RISE SILL WRNOUT RISER 1B-RISE sql WITH IBM p,0,mm.RAdB N.O.1N10.RADS CT 2014 sheat 3 of 9 LOAT t71T.(+)LOADS TO 83.3 PSF LAST EM.(+)LOADS TO 7040 PSF U10T EXT.(+)LOADS TO a&7 PSF LIMIT T OCL(+)LOADS TO BPSF ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS MEFAL WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS SEE ELEV.FOR SPACING STFWuRE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM lay AND TRANSFER THEM TO THE BUILDING STRUCTURE. Z 1'e w0�am0 7 :. r——_---------_-----_—�+d Ed Ay+ I AQAYf—OAi CGt)NTY APPROVED I1 a 1 g° •.a:e a° . i=IAtt.1.SE 8 Nutua-t ANc s , TYPICAL_ANCHORS: SEE ELEv.FOR sP,x�uc 1 SEE SEPARATE NOA ! & . I I 1/4"DIA. ULTRACON BY'ELCO' (Ft.177 KSI,P-155 KSI) Ed INTO 29Y WOOD BUCKS OR WOOD STRUCTURES Ed L---- — ------—=i� 1-1/2- MN. PENETRATION INTO WOOD {� THRU 1BY BUCKS INTO CONC. OR MASONRY 8 a A t7 ---- — — 1-1/4-MN. EMBED INTO CONC. OR MASONRY 1 DIRECTLY INTO CONC. OR MASONRY 4 7 1-1/4- MN. EMBED INFO CONC. OR MASONRY 9 TYPICAL ANCHORS 1YPICAI ANCHORS ,114 SMS OR SELF DRILLING S(7tEW5 (GRADE 2 CRS) FOR SPPAACM FOR SPA= INTO MIAMI—DARE COUNTY APPROVED MULLIONS (MN. THK. INTO METAL STRUCTURES STEEL : 1/8"THK. MIN. (Fy= 36 KSI MIN.) ALUMINUM : 1/8"THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO HE PLATED OR PAINTED) Ed - ANCHOR EDGE DISTANCES� INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. a INTO METAL STRUCTURE = 3/4' MIN. LL si 00 WOOD AT HEA%SILL OR JAMBS S6- 0.86 MN. ,1 $ p; w CONCRETE AT HEAD,SILL OR JAMBS 1'O- 3000 PSI MN. 4 m c W C-90 MLLOW/FILLEO BUM AT JAMBS Pm - 2000 PSI MIN. FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL C)— SEALED WITH WHITE/ALUMINUM COLORED SILICONE. g WEEPHOLES: Wt - 1-13/18- X 1/4-WEEPHOLES AT 3- FROM EACH END 7 WITH PLASTIC BAFFLE tt W2 = 1/4"WEEPHOLE AT TOP & BOTTOM RAIL 1- FROM EACH END 8 ct ® Q 4 O � FlotiEe 2'ti.90 29111 1 �!E " ; • • •• • • �� SERIES 000 v m= 19 1 21 ••• • i �.i �•• • 1 SERIES-2050 FLA.Pt f 70M .'A '.'1 1 3 A • •� • °'18Y .. ' • • • 14 1 -• • • • • wow 14117( IYPICAI ANCHM •• • • •• drawing no.Wt { SEE ELEv.FGR sPncarc � •w• Ed FOR SPAcm • • C 201$ W03-75 11 1I --" anoot 4 or g • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 7YPWX ANCHORS ITEM PART/ QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIRS/RENAR88 SEE�SPS 1 ES10O3 1 FRAME HEAD 8083-Ts - r------------"""----�� 2 ES'MI 1 SM.FRMS SIU. 6063-Ta - IILIALY-OADE COUNTY APPROVED i 2A ES2012 1 H-RISE FRAME SILL 8063-T6 - .. I"AULL.ION&MULLION ANCHORS i "pINSEE SEPARATE NOA �I 3 E5E003 1 FRAME JAMB 808J-T8 Ed' .`• It s ES10QU 1/VENT FDIED RAR(5-2000) 6063-T6 - '.-;.� Ee 1 5.1 ES1051 1/VENT F=RAIL(5-2050) 5063-Ts - $g :•.•:. •- ..... I L------- ----------.1 6 E31004 1/VENT STD.VENT MEETING RAR(S-2000) 8083-Ta - G '..'. 6A 0=4 1/VENT H.D.VENT MEETING RAY.(5-2000) 8083-Ts y 8.1 E51052 1/VENT STD.VENT MEETING RAR(5-2050) 6063-T6 - h 6A1 E51053 1/VENT H.O.VENT MEETING RAR(5-2030) 6063-To ® 69 ES-20M 1/VENT HA.VENT MEETING RAR(5-2050) 8O3-46 ALTERNATE TO SA ALT. 68.1 ES-tO57A 1/VENT H.O.VENT MEETING RAIL(5-2080) 8083-78 ALTERNATE To 6A1 IK 7 ES1007 2/VENT TOP AND BOTTOM RAIL 6063-75 0 TYPICAL ANCHORS aEstoa 1/VENT JA1�staE 6085-Ts - SEE ELEV.FOR 9PACDXi s ES1008 AS IEOD. (BASING BEIM 6063-75 - 1U E511O3 AS REOM SQUARE QIAENC SEW(3/1S OLASS) 6063-Ts go ESIO17 AS REOD. SQUARE GRAZING BEM(7/16•MASS) 6083-TS to Emm 1 SILL TRACK INSERT 6083-Ts - It 152011 AS READ. STD.SILL RISER 6063-Ts E 12 Es1069 2/VENT LOADED VENT LATCH 8083-TB AT s'FROM ENDS F 12A S1203 2/VENT SKEP LATCH 2AMAN AT ii'FROM ENDS,BY WTERIM 128 Ja X 1' 2/LATCH LATCH INSTALLATION sCREws GRADE 2 CRS FN SMS d. 13 ES1012 1/LATCH VENT LATCH SPRING ST.STEEL. 14 C18251N AS RM FOAM FILLED FABRIC W'SfRIAPIRi - SCHLEGEL 1S /B X 1' AS REQU. FRAME/VW ASSEMBLY SCREITS CRS P.H.SMS J 18 (e X r 2/VENT FOL RAIL SBL.SCREW(STD.SRL END) CRS P.H.SMS Q of ICA #10 X 4' 2/VENT FOL RAR SILL Som(H"u SILL END) CRS P.H.SMS m 17 W2321 ING AS REM. VENT&FIX.RAA.W%TIIPPING 1RTRAFAS IS W23291NO AS RM. FRAME JAMB TF'STISPPING - ULTRAFAS z$ 19 WPHL-100 2 BAFFLE,AT r FROM EACH END - M&M PLASTICS 2' 20 S6 X 1/2" 2/S*M BAFFLE ROM - F.H.30 6 ci- 21 ESIOIO AS AMGRAZING WEOOE SOFT PVC ORR OMETER 70 SHORE'A• � 21.1 E54013 AS READ 41A2MG WEDGE SOFT PVC OUROMEIER 70 SHORE'A' VA 27-428 AS REOD. OLAWG GASKET EPOM OUROMETER 60 SHORE'A• 22 ES2007 4/VENT ROLLER HOUSING&OM PLASTIC . - 9 2J ES2006 2/VENT ROLM BRASS/8T.ST, - YS 24 1iS2005' 2/VENT ROLLER PIN Sr.STEER. - 25 - 1/WEEP OPEN CELL FOAM PAD - 1'X 3/4'X 1'LONG c f 26 - 1/VENT $/t6-Box SCREEN - OPTIONAL g B 27 ES130 - FLIM FRAME ADAPTER 6063-TS OPTIONAL 28 27-372 2/LRE SETTING 81=(.7/18•X 3/16'X 3-1/2'LONG 1P0M O W4METER 7515 SHORE A • • •• • • • • • d.m: ALT. I ,� • •• • • • • ••• • to-. ° N s. C .ed . AIM LTA PE'�airJ6a � TYPICAL ANCHORS 10 SEE ELEV.FOR SPACING • •• / drawing nO. ••. . Bgi�rr _ • W03-75 Mleudreduet n1ro1 4CT 2014 sheet $of ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4-WJL VENT WIiH St1N O 12 DLo. O Ile MAX HEAW OUTY 13 STD. S 3 r t8 g v.oigY Yl000 NXIN STRUCTURE 1 1p � TYPICAL ANCHORS g 4 pg _-_—SCREQN OPT. ---__ ?• v sm SPAM g oA.A. V. 4 L EXTERIOR :Yl{ WINDOW sm TYPV.ANCHORS RO LAYOUT SEE ELFV FDR SPACING OX OPPOSITE 8 --_- n g 4�gt O Sl t/ VENT WM -4hC: a• ml VFM wm 1/4•yAX, J m *---.RM SmsWOOD1ey �Nm BUCKTYPCAL ANc+l�s_.. �_ REEK_ SEE SPACING yy FOR SPACING g EXTERIOR F WINDOW WIDTH .••i c XO%LAYOUT ,N >R t/4-MAX. © TVPM ANCHORS ume s 8 SFI/S ALT. APPRORMID SEE ELEV.FOR SPACING .,, 4-. SEE SEPARATE NOR • • • • • • •• ,'a '6• RM • �_. 1 •• • • • • • ;; •; • • • •• SERIES-2000 VENTS WRH SPRING LOADED tATCNES 4 11 11 EW.A ft 0 •� g .w < • • R • • ••• Put PE7�s2 S 33 ...$ TYPICAL ANCHORS 0 SEE ELEV.FOR SPACING _ .81 • �I`-s-i-Y-i- • •• 42014 Wl�orr WIDTH WINDOW NDTH W03-75 a sheet g of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• Ile HAx. VENT•m1H O sm O mm D eA1 HEAVY DW sro. i/r►ax. Slurs 9V p S ? ,Ifff wm mm eV C8;t3 � • i 17 i u� a g rift A ANCHM �- OPT. ------ s► SEE VAV. �' $ EOR SPA= DLO. P C EXTERIOR WN"sm MM ANCHM X0 SrE M. Acm OX OPPOSITE � C VENT WWH e[ T/rte O NAVVAX YElR 4NOS11 1/4'bWL a D SHM wow grRu •.` e"+�1 TYPSA ANCHM -SCWRM�T �- - SCREEN an SEa". . MR SPACRtti EXTERIOR pilotP xox IaYouT sea* yam, t mm-mm coutm SM G".FOR SPACM APPRCNEO ULLL N SEE sEPARnTE++04 . . . . . . . .. o•mo1' -a a •• i -- i ••i • • i • SERIES-2050 • • VWM VKH SWEEP uTCHES aon R)L PE&an ' i• � �-�-�� �• drawing no. ••• ' � ' WO3-75 WerooW aw,H WSIOW WOTH TA 7 e1 9 • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • ••• • • �t.as2 .�J Ji37 2.�3 F2.�3 .Jt;s .ao3 .os2 .98z 2.188 , .813 .147 Xv 1.130 t.13o 092 O p CAM BEAD J t.aao t.2so 813 VENT TOP/BOTTOM RAR 1.421 O STD. MEEM RAIL STD. MEETIHO RAIL • 2188 0 SERFS-20� 1�5-2090 SQUARE OIAZRIG STOP .930 1.100 1.122 O 482 Jk9 2.083 2.083 6-" FRAME HEAD N! .982»1 1.1,8 1.149 .999 A� .�2 .OB2 *J-311.830 1&30.813 VENT LATCH _ .8&7 I',- . A13 Imo- LA mo f.2H0 ,082 ^--2190- O 9• ' © JAMB STILE H.D. MEETWO RAIL H.D. MEETING RAR 2.998 .m .1100 ® sE%ES-4000 �tlES-2m SQUARE GLAZING STOP -2130-� � 2288 2A$3-1 .800 .082 2330 FLUSH FRAME ADAPTER X14 2,�a .782 2.886 Ji30 .082 f.830 7D s ® STD. FRAME SRL ' 1.878 8-21 l 1 �! .084 4.770 1:1 y�l l .813 IYP. .719 O H.D. H.D. itl4l a Q FRAME JAMB .983 x.113 2181 g 1476 .994 C .ole 3437 2.8,9 .aso 1.2M 1212 2" Y Z�� '000 .0L48 .482 .092 .• em . • • . t'A 2330 . • . . • • • . • d d ® O to-M E FRAME SRL 11 SILL.tO.SER P�/LED: • • . -� .189 .328 .224F1il A 78892 r 412 'Z80 . ... • � .9� 6 3 .290drawkq nm GLnzax WEDGE s7 W03-75 10 SILL.TRAGIC r4 sfJn1E tet sheet B�9 • • • • . • • • • • • • • • • • • • iS Hizi Wilk lgoo • • . • • • • . .. . . . gas 00 Soo 00 r I p • RX PE UtDUCP a3 • .:• •: .;• ••• • . drawing g m.mm,a: 100 4 WO3-75 L� . . e•rs • •• .• 000 • •• .. I o CITY lip 3 Asa e+der I t 0 O e i c ow 8 I � ' I RE I- CEIVED a o i Q �0 ! 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IMPACT WIN CD P b8.0 PSG �co L_ = PBOLTS @18" :____ MPA r EGRESS COMPLIANCE IS UNDER AOR s 13,E I l '_ -s GGEREDROW LIABILITY. ; m --�-- r JOISTS@NEW2XIOFLOORp AREA 1.1 N �$E� JOISTS 18'ok V — NEW FILLED q r�zww 7r N zQ^u ®❑.a p�o4 _E_WC_D_X_PND58' ®I( ® •• ••• J1.1.7 • CELLS 105 vi w K SEE DETAIL 24'OIC 1)58DIAXS'MIN. •MAX USEa") EMB. SEE •••• ••• • DETAIL S-7/•••••• • a uJ v gg< 1 EXP BOLTS @18' L N W *•••• la �S 17i a~i.r_ __ �________ — STAGGERED ROW � __^-i • 4— a= __�—__— •••••• x crate— j�•••i SEGDETB 0000 q W • IL- ie , Jf, NEW PT WOOD NG_ _= o NEW FILLED CEL* • J NEWFILLED ❑ ----- •••• • • m �••• O m CELLS 1 1116 NEW 2x10 FL (I 'S4S 2 X 8 ATTACHED 1 06@24' \ 3 LLl • • _-�=__ yma ! q W/(2)10dATFACHEND w p Sao •li•••• • _ �••• o 24'MAXJOISTS X18' [TYPJ- SEE DETAIL 5IS-8 � w � rc� 11/S-8(7YP) • • • Ax ----- - -- �— -------- --__- �pJ LLr SEEPAGE 7 g2l2+ NEW11_ )8/T8'DIBD'MINO •• W a • EXP BOLTS @l(r DENOTES AREA TO BE DEMOLISHED. 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NOTE -DESIGN UMITEDTO SCOPE OF V4RK -ANY CORRECTIONSINKMARKS,WHITE OUf S-3 CR3RGK-0NBNILII.VOANDCA6DRAWRtQSC HT,av wr THISDOCLWW ISTNE PROPERTY CF f1E B CONTRACTOR BEF'ONEDANY IENWiPM AND SHALL NOT BE REPROD)CEDIN fA�2MATx]N ANDXxR WSTALLATIIX1. ^E OR PART WD'IK)UTW"'M Cmmff OFTkffCBtT*:rN1 aZINEER SHEET 3 OF 9