Loading...
RC-15-2707 Miami Shores Village -- -- - .� Building Department 0C2 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY: INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC207 ` 1 l � � BUILDING Master Permit No. � ' PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLICWORKS [:] CHANGE ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: l0��a��7'Cr City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11 a �0 , '/2 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 4" "0VPhone#: 0 r Address: ®"0 W(J 2^-0(,.0 V'0— ' � City: V4 S ' State:"�{1 Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: � ' Phone#: AVO,39T Address: ?ur-*&44- City: Ic State I Zip: ®3 Qualifier Name: Phon : State Certification or Registration#: � 49'0"' Z5� lCertificate of Competena/ ®V-,4 DESIGNER:Architect/Engineer:' ' Phone#: Address: City: State: Zip: Value of Work for thisiPe nit,$ 4>t),6® Square/Unear Fpotpgevf*k: Type of Word: "' ddbi " ❑Alteration ❑New ,r° A RPpa /Replace ❑Demolition Description t�f Ylfvekc:m /Z_.. 10 ct, Specify color of color thru tile: v� Submittal Fee$ Permit Fee$ `IlJ W CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ �3 1 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work 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 a delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of co mencement st be posted at the job site for the first inspection which occurs seven (7) days after the building permit is i ued /n the abse of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent contractor The regoinginstrument was acknowledged be��for//e a this The forego'ng instrument was acknowledged before me this/_ day of 20� y— W w day of 20 byj who is perso Ily known to me or who has produced who is pe onally known to me or who has produced N2-C-r G• As identification and who did take an oath. as'dIgtificaligm wwxhppOw,I!S ap Q NOTARY PUBLIC: NOTARY PUB ``4.N ,�, iL �' NOtaryt Pubbt licc-S .i ,��4••waN,y� DENA CRUZ Coffauls"#►Ff •i9 .. Notary Pubii6-She et fk►ttda �� ,Aly Com. res Apr 7., a. Si C #FF WN3 My W7.2019 Print: '�� Aar ` Print: e`�' Notary Pubft-State of Fl"Idda VIFF 294543 • COMMIN"# My Commission Expires: My Commissi Aly Can=.Eaylres Apr 7,2019 ''�.4bp�` f�t0�t1 iN�efNoteryAssn. sss**s**sss*s*sss**ss******** sss*s*ss******sss*ss**s******s***sss****ss****s*ssssssssssss***s****s*sass*** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014)(Revised 5/2/2012)(Revised 3/12/2012))(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) 004707 heal Business Tax Receipt Warm-Dade. County, State of Florida -THIS IS NOTA BILL - 00WTPAY LB 553626 991V fitA11a>I mCATMa►a RI EWT ANO. EXIMS coROOM REPTEMMER S' 2016 A 9 36 I S RD 6210769 ppm-b yed at place of business AMM 91096 FL 33138 - Pueeuant to County Code Chapter 8A-A� a&1© OWMER SSC.TYPE OF DUGW SS PAYNBEWT RBCEIVIM VWLCON CO 196 GENERAL BUILDING CONTRACTOR gY TAX cou"TOM WWWs) 4 CGC1512642 $45.00 07/09/2015 CHECK21-15-083831 This Lud Besitmss'Tex ReWla o*4011m;paymst of*etmW Baainam TimThe apt e�a Itreaee, pea t, a cetdReatioa si iha troidar squaliBcatisss.te de .it WW MM � ramex+ �ilae��dregairtivhkhappl�{tothe womm The WW"N0.ohm ental he on all COMMUroiel mehlclea-MUa&-Oath C.t sm 82-278. Farmme kftn atlon,misit wwomv CERTIFICATE OF LIABILITY INSURANCEaw THW CMVWATE ES OMEEW ASA MATI6R OF WOMA71011 ONLY AND CONFEW NO EEEt =UPON THE TIE Ham.TIS CERTEFSd1TE DOEW NOT AFFmAmALY OR NmATMELY AmE mm EXTEND OR ALTER THE Comm=AFFoRm E3Y THE PSS WLCWiL TUB tERTRCATE OF 11111MUCE DOW NOT CONSTITUTE A tXDimm offitvm THE meum 90AHM AuTHOPSEED REPRESENTATIVE OR PRODUCER.AND THE CER79VATE HOI.DR. I WANT.- Mhe cortiftoft hWwb=ADDITIONAL IMMUM do poligpo Bot beendmoot IF8WIt08A1=18WAMM68uwdtD tbeand candftm of ft per, E MW It I I A 'a dose M rptato the DaPROOLIM me i b► cIf Bach Enke Insarence l3 wp6 LLC I ELM* Eitlunaz Posadas 12320 E Rom Tariq^FL=126 Lim#:LOl3S361 acre Isco mss• wucm Co. mac: 9836 NE Oft Ave Rd A bud Shores,FL 33138 F: COVIM E3 CERTNI(CATE NUS 4-0 REVISIDNHUROM 1 Tft 18TOCER7FYTKTTKPOLK=OF INSURANCE LSYE D EIE M HAVE BEEN WJEDT0TW WSIWED NAt®AW&FOR THE POLICY PERIOD WDICATM NOTVWTEWTANETM ANY SIT,TERM OR CON01TION OF ANY CONTRACTOR OTHER DOCUMENT KITH RES14W TO V*M T= CERTMATE MAYBE WJED OR MAY PERTAW,THE MAW=AFFORDED BY TAW POLICIES DESCROM HERMN 1S&JBJECT TO ALL THE TES, EXCLUMONSANDCONDITiONSOFUMPOLUM UMITS SHOWN MAY HAVE READ BY PAID CLAIt#S. im IMOFOtSV p:B iJM118 GENWALLLIBLUT EXHOCCLUVENCE $ EmmmTommm GNa1�pALGENERALUABERY nomumma $ CI.4204MM❑OG= mmE7a+ ew S GENEWAGGFAMIE $ GENI.A QFWMTEUWAPP=PM PR0D1=-0DUP{O AW 5 mm LOC $ AUFONDBO.HtNt80M A�WAM BODE.YWAWYowpm" $ NJIGSmsmmwm WMYaLgAtttwmd� $ HMEDAUM AV= � $ $ B lALa:B 00= EACHOOOLNUMM $ ASOFAMTE $ DID mmwms A , mff FAFL162872 10HI211I01S W1201M X AM Iso EXCUR M NIA E.LEPMA000BOT $. 1 ELDf OM-EA $ I00 a � LL QY - LOW $ liftwo OI�IaFOPERATa>lBILOCATaJ�IMElaO1g8 E+� �+.As�dS ,amo:e�eaeis Cela is tar&me nye of maw==Only General Contract CGC 1512642 CERTHRCATE HOLIMM CANCELLATION eHOULDANYOFTIMABOW DESCROW POUCIEB BECANCULEDE MMWShDMVUMpDepwbnwd THE IDWI RATION DATFAEREW,NDE VM.L BE DIBJVERED W 10060 NE 2nd Ave. ACCORDANCEVUM POLICY Merril SIS R.33138 1 CORPORATION- A9 rWft marred. ACOlifl 2Ei(M010N) The ACORE?rreae and Eos Tj t, of ACORD PTirftd EV E MP on OCA 19.2015 at IL3..1WM Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-252813 PermitNumber: RC-10-15-2707 Scheduled Inspection Date: March 09,2016 Permit Type: Residential Construction Inspector. Rodriguez,Jorge Inspection Type: Final Owner: WASHINGTON,TERRANCE Work Classification: Alteration Job Address:10940 NW 2 Avenue Miami Shores,FL 33138- Phone Number Parcel Number 1121360020220 Project <NONE> Contractor: WILCON CO Phone: (786)399-8855 Building Department Comments NEW WINDOW AND BLOCK UP DOOR. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-252765. Supply NOA for window Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. March 08,2016 For Inspections please call: (305)762-4949 Page 21 of 43 Charles Mitchell, Professional Engineer, license. #11127 924 North Federal H W'Y, Hollywood Florida, 33025 (305) 336-5069 January 13„2016 Re: Modifications after approved plans Address: 10940 N.W.2"d Avenue Miami, Shores Fla. 33138 Permit#RC-1015-2707 To Whom It May Concern, This letter is to inform you that this firm has conducted and inspection at the above referenced project due to field modifications to the approved permit. During the field inspection I observed 2-2"X8"P.T. fastened to the newly poured column on both sides of the window opening with 7"long tapcon screws 8"O.C. Based on the inspection,it is our opinion that the modifications were done in professional manner and in general compliance with the FBC 2014. Please accept this letter as a field modification to the approved plans. The methodology utilized to make the determination set forth in the report was based on field visit,all the elements are exposed. Respectfully submitted, Charles Mitchell P.E.#11127 Miami Shores Village r' 3 10050 N.E.2nd Avenue NW Miami Shores,FL 33138-0000 i Phone: (305)795-2204 tiQ y✓ M4 Expiration: 05/1012016 Project Address Parcel Number Applicant 10940 NW 2 Avenue 1121360020220 Miami Shores, FL 33138- Block: Lot: TERRANCE WASHINGTON Owner Information Address Phone Cell TERRANCE WASHINGTON 10940 NW 2 Avenue MIAMI SHORES FL 33168-4303 Contractor(s) Phone Cell Phone Valuation: $ 9,000.00 WILCON CO (786)399-8855 Total Sq Feet: 0 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Window Door Attachment Date Denied: Framing Type of Construction:NEW WINDOW AND BLOCK UP DC Occupancy: Insulation Stories: Exterior: Drywall Screw Front Setback: Rear Setback: Final PE Certification Left Setback: Right Setback: Window and Door Buck Bedrooms: Bathrooms: Fill Cells Columns Plans Submitted:Yes Certificate Status: Review Building Certificate Date: Additional Info: Review Structural Bond Re m: Classification:Residential Review Planning Review Electrical Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Plumbing CCF $5.40 Invoice# RC-10-15-57533 Review Mechanical DBPR Fee $4'05 10/22/2015 Credit Card $50.00 $371.50 DCA Fee $4.05 Education Surcharge $1.80 11/12/2015 Check#:2573 $371.50 $0.00 Permit Fee $270.00 Plan Review Fee(Engineer) $120.00 Scanning Fee $9.00 Technology Fee $7.20 Total: $421.50 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,PLU BING,MEC NICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFIDA I : I ' t all the f oing information is accurate and that all work will be done in compliance with all applicable laws regulating construction d i g. u e r I autho the above-named contractor to do the work stated. November 12,2015 Autho re:Owner / Applicant / Contractor / Agent Date Building epartment Copy November 12,2015 1 MIAMI• i1HANH-DADS COUNTY $ PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RTR) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(790 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamldadcem*conomv ES Windows,LLC 10653 N.E.Quaylkidge CL 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(A13J). This NOA shall not be valid after the expiration date stated below.The Miar iDade County Product Control Section(In Miami Dade County)and/or the AM(in areas other than Miami4)ade 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 L 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 08J27/03, with revision 'I` dated 09/16/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., hearing 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. MYSSILE IMPACT RATING:Large and small Missile Impact Resistant ••• • 00. LABELWG: Each unit shall bear a permanent label with the manufacturer's natnye��of logo,$a�;auquilg,00 •• Colombia, America Latina, series, and following statement: "Miami-Dade• •lg ty 1P1rt"•ContwJ9*:. Approved",unless otherwise noted herein. 000:0* 9 9 0000.. RENEWAL of this NOA shall be considered after a renewal application has beW fifl4 and Zare*has been no change in the applicable building code negatively affecting the performance of M•duct• •0 0 0 0•• 0000. .. . 0000. TERKINATION of this NOA will occur after the expiration date or if there has9b&a a revis"toirar change••;• in the materials,use,and/or manufacture of the product or process.Misuse of thi;-dV4 as an endorsement 009000 of any product,for sales,advertising or any other purposes shall automatically tet'minat8 this NQA oFailure to comply with any section of this NOA shall be cause for termination and removatof NOA. 0 0 0 0 •••• _ ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,•Florida, and followed by the expiration date may be displayed in advertising literature. N 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,&-2 and F,3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.14-MIO a e Son Expiration Date: November 06,2018 (5- Approval Date: Februarp 05,2015 Page 1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBAHTTED 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)"1 sheets 01, 1.1, 02 and 03 through 09 of 09, dated 08/27/03, with revision "H"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-(4/07 and 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(R2008)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 Report No. FTL-5811,dated 02/16/09,signed and sealed by Michael R.Wenzel,P.E. (Submitted under NOA No. 09-1008.06) :...:. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-SK 0.9•: 2)Uniform Static Air Pressure Test,Loading• XBC TAS 202--94...:• 3) Water Resistance Test,per FBC,TAS 201.94•• :....: 4)Large Missile Impact Test per FBC,TAS 20 '94 V. '• • 5) Cyclic Wind Pressure Loading per FBC,TAY3-94. •• • 6)Forced Entry Test,per ASTM F 588-04i i27 Ue per UBG 2'411 ••••;• 3.2.1.,TAS 202-94 ;••;•; '. 7)Deglazing Force Test,per ASTM E 987-8 82409)arkper FBt .... 000 24113.2.1,TAS 202-94 : :" 8) Operation Force Test,per ASTM D 2256--02(R2008)•anKtper 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 FTI -5475, dated 01/17/08 and 12120/07 respectively, signed and sealed by Carlos S.Rionda,P.E. (Submitted under previous NOA No.-08-052713 and 07-0928. ��Y- 4ci'-'-�- Jaime D.Gascon,P.E. Product Control Section Supervisor NOA N6.14-0923.10 Expiration Date: November 06,2018 Approval Date: February 05,2015 E-1 ES Windows.LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMTIfiED B. TESTS(CoN Rwm) 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 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. 03-9910.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance joc mplying with FBC 2010 and with FBC 5i' Edition (2014), ]lreWed by Al Farobt -:• Corporation,dated 09109/14,signed and sealed by Javad AhmA PJB. ••"'• •• 2. Glazing complies with ASTM E1300-9.8109 •••••• •••• •••••• . 0000.. 0000.. 0000 .. D. QUALITY ASSURANCE • 0000 . .. 0000. 1. Miami-Dade Department of Regulatory and Economic Resoul'Les'�kER): •• ••••• .. . . .. 0000.. 00.00. E. MATERIAL CERTIFICATIONS . . • 0000.. 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont VeN6mour§ & Co.,In s••• for their`DuPont Sentry Glass*Interlayer"dated 05/26110,expm'ng ott.0f/$4117. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont Butaeite®PVB Interlayer"dated 04/11/1.3,expiring on 12/11/16. Jaime A 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 SUBiV. rTXD F. STATEMENTS 1. Statement letter of conformance to, complying with FBC !0 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 partk ly under previous NDA No. 12-0223.46) 3. Distributor Agreement, dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro. (Submitted pau7i&underpreWous NOA No. 12-0223.46) 4. Laboratory compliance letter for Test Report No. PTL-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. (Suhmitted under NOA's No.'s 08-0527.13 and 07-0928.13) 7. Laboratory compliance letter for Test Reports No.'s FIT.,--3809 and FTL-3804, issued by Fenestration Testing Laboratory, Inc., dated 06/16/03 and 05/15/03, revised & reissued by Fenestration Testing Laboratory dated 08110/06, all signed and sealed by Joseph C.Chan,P.E. :060• (Submitted under NOA No. 03-0910.02) 00 0 00 G. OTHERS 600.96 ••�• 6.66•• 000000 I. Notice of Acceptance No. 13-0617.28, issued to ES Windo 4slrC, fqr their Series "2000/2050"Aluminum Horizontal Sliding Window--L.M.I�*, roved onb9/19/�'�; •• and expiring on 11/06118. • 6666•• • • � 6 • • 66..66 •0000• • • • 6666•• 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 • • . • • . . • • • ..• . • • . •.. 10" MAX. • • • • 000 I STILE •i 000 • • i ° i • •i i• 6° MAX. ENDS • • ° ° : • : HEAD/SILL 5� • • • ::o ° CORNERS ••• i i •°° i i L. •• O I e I N l __AL__-- IL-- - B ,1 I 33 1/2" D.L. OPG. 37 5/8" VENT WIDTH Typ THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES X000/2050 ALUM HORIZ SLIDING ENDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER I CHARTS SHOWN ON SHEETS 2 & 3. 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 MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL ADDI Y Tn sr"or CYCTpu 1/8" ANN. GLASS 1/8" HEAT STREN'D. GLASS • • ••• • • • ••• 090" INTERLAYER .090" INTERLAYER • • • ' • • SILICONt SENTRYGLAS BY 'DUPONT' SENTRYGLAS BY 'DUPONY i •i• i i i i •i• DOW CC 1/8" ANN. GLASS 1/8" HEAT STREN'D. GLASS •i ••• ••• ••• •i i•• s 1 I SILICONE SILICONE 0 0 0 0 0 0 0 0 000 ' DOW CORNING 795 DOW CORNING 795 : : : •• •' ; • 9A ••• • ••• ••• ••• • I � z 2 I 21 I I a 21 ;I •• • • • •• ••• •• KI I • ••• • • • • •• • �J �J AT 1/4 POINTS ON LITES 0 WIDER THAN 36 p8 28 5/18" LAM. GLJ AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES WIDER THAN 36" WIDER THAN 36" GLASS TYPE 'A' GLASS TYPE 'Al' SQUA 1/8" ANN. GLASS 1/8" HEAT STREN'D. GLASS .090" INTERLAYER 090" INTERLAYER BUTACITE PV8 BY 'DUPONT' BUTACITE PVB BY 'DUPONT' 1/8" ANN. GLASS 1/8" HEAT STREN'D. GLASS SILICONE SILICONE lag DOW CORNING 795 DOW CORNING 795 z m z , 21 :i I a 21 ry i I 0 28 28 AT 1/4 POINTS ON UITES AT 1/4 POINTS ON LTTES WIDER THAN 36" WIDER THAN 38" GLASS TYPE 'B' GLASS TYPE 'B1' 3/16" ANN. GLASS 3/32" HEAT STREN'D. GLASS 5/32" HEAT STREN'D. GLASS .090" INTERLAYER .090" INTERLAYER .090" INTERLAYER • SENTRYGLAS BY 'DUPONT' BUTACITE PV8 8Y 'DUPONT' S1:NTRYGLAS BY 'DUPONT' F-3/16" ANN. GLASS F-1/8' HEAT STREN'D. GLASS �1/8" HEAT STREN'D. GLASS r DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) SERIES 2000/2050 ;. .; •;• .•. ;� �; ;• i STD. ANCHOR SPACING • • D •ANI2HOR• : ** STD. MTG. RAIL (FRAME BILL It 1. 2. 3 & 4) H.D. MTG. RAIL ' 14.71. XTG. 'RAIL• '• SEE DETAILS BELOW FOR EXT(+) LOAD LIMITATION SEE DETAILS BELOW FOR EM(+) LOAD LIMITATIONS SILL S3 & 4)** (SILL +3 & 4)** GLASS TYPE 'AiA, GLASS TYPE 'Al'* ... GLASS TYPE 'Al' GLASS TYPJ 'Bt' 4da *4 w1*: :. GLASS TYPE 'A' GLASS TYPE 'B1' GLASS TYPE 'D' GLASS T 'H' GESS 9'YPE 'D' WINDOW DIMS. A GLASS TYPE 'Do GLASS TYPE 'C' GLASS TYPE 'E' GLASS TYPE 'E'•• • WI07H HE10W -EX T.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 3 70.0 80.0 70.0 90.0 700 80.0 80.0 60.0 • . .-. • • r �� � • 37" 26" 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 901 • • •-• • • '' 53-1/8" (3) B 70.0 80.0 70.0 90.0 70.0 80.0 800 w4b.0 ' ' i • • •-�• • 74" 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 26-1/2- 3 70.0 80.0 70.0 90.0 700 80.0 80.0 90.0 - - 37" 38-3/8" 4 70.0 80.0 70.0 90.0 700 80.0 80.0 90.0 - 53-1/0" (3) 8 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 -26-1/2' 3 70.0 80.0 70A- 90.0 70.0 80.0 80.0 90.0 - - 37 5LC-! 4 7MO 8U 70A- W&- 70.0- &UE- am - a= - 83-1/8' (4) 6 70.0 80.0 70.0 90.0 700 80.0 80.0 99.0 - 74" 8 - - 700 900 70.0 80.0 80.0 90.0 - - 28-1/2- 3 74.0 80.0 70.0 90.0 700 80.0 80.0 90.0 - - 37" 83- 4 58.9 67.3 70.0 90.0 700 80.0 80.0 90.0 - - 53-1/8" (5) 6 42.6 48.7 70.0 86.8 70.0 110.0 800 90.0 - 74" 8 - - - - - - 75.3 75.3 80.0 90.0 24" 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 36" " 4 70.0 800 70.0 90.0 70.0 80.0 80.0 90.0 -- - 48" �) 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 -- - 60" 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 72" 8 70.0 SOA 700 90.0 70.0 80.0 800 90.0 - - 24" 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - -- 36" " 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 48" (3) 6 70.0 80.0 70.0 f 90.0 70.0 80.0 800 90.0 - - 60- 6 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 - - 24" 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 36" " 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 900 - - 48" (4 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 80" 6 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 - - 24" 3 70.0 80.0 70.0 90.0 70.0 800 80.0 90.0 - - 36" " 4 70.0 800 70.0 90.0 70.0 800 80.0 90.0 - - 48" (5) 8 54.2 81.9 70.0 90.0 70.0 80.0 80.0 90.0 - - 60". 6 48.1 51.5 70.0 87.3 70.0 80.0 80.0 90.0 - - 72" 8 - - 70A 78.7 70.0 78.7 84.0 82.7 80.0 90.fl A = NO. OF ANCHORS PER HFAO & SILL n f DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 ;. .; •;• .•. . .; •;• DESIGN LOAD CA] BTD. ANCHOR SPACING AD 8 SEEDET JLS $ STD. MTG. RAIL {FRAME SILL +1. 2, 3 & 4} H.D. UTG. RMLD.MZ'G•.•RA$• FOR'E>�1 I) LOAD LIWATIONS SEE DETAILS BELOW FOR EXT(+) LOAD LIWA11ONS (SILL +3 & 4)* (SILL 03 & 4}'k GLASS TYPE 'Ai'• GLASS TYPD'Al'• • *00 GLASS TYPE 'Al' GLASS TYPE 'Bl': G*Sg TY?;,311P • �i i• GLASS TYPE 'A' GLASS TYPE 'BlGLASS TYPE' 'Ds GLASS TYPE 'D'• Gt,�$S TYr 'Di• : • : G WINDOW DIMS. A GLASS TYPE 'B' GLASS TYPE 'C' D GLASS TYPE 'E�• GLASS TYPE•il• ••• • WINDOW DIMS. A G WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH I HEIGHT o 74" " 9 70.0 80.0 70.0 90.0 70.0 60.0 80.0 90.0 -• • • e • i•• •• 74" 26" 8 108--1/4° 2612 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 • • • L •• • • 108-1/4° (3) 11 111" (3) 12 - -- - - - - 60.0 00.0 • • • » • ••• •• 111" 12 74" 9 70.0 80.0 7010 90.0 70.0 80.0 80.0 90.0 - ^ 74° 38-3/8" 8 106-1/4" 38-3/8" 12 70.0 a0.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 106-1/4" (3) 11 111" (3) 12 - - - -- - - 80.0 90.0 - - 114" 12 74" / " 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - " So-5/8" 106-1/4" 5fl-5 8 12 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - _ 74 (4) 8 ill" {4) 12 - - - - - - 80.0 90.0 ^ - 63" 74" " k12 45.4 51.9 70.0 90.0 70.0 80.0 80.0 9010 - - 74 (5) 6 106-1/4° �- - - - ^ 77.1 77.1 80.0 90.0 72" 5 111" - - - - - - 75.3 75.3 80.0 90.0 94" 24" 8 72° 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 96" (2) 9 24° 7010 80.0 70.0 90.0 70.0 ao.0 8010 90,0 -- - 108" 11 96" (2) 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 72" 8 106" 12 70.0 80.0 7010 9010 70.0 80.0 80.0 90.0 - - 84" 36" 8 72" 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 98" (3) 9 84" 36" 9 70.0 80.0 70.0 90.0 70.0 8010 80.0 90.0 - - 105" I11 96" (3) 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 72" " 8 108" 12 70.0 80.0 70.0 90.0 70,0 80.0 80.0 90.0 - - 84" 48 72' 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 -- - 96° 0 84° 48" 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 72" 80"(5) 8 98" (4) 9 70.0 80.0 70.0 90.0 70.0 80.0 60.0 90.0 - - loan 12 70.0 80.0 70.0 9010 70.0 80.0 80.0 90.0 A N0, OF ANCHORS PE 72" 9 54.2 61.9 70.0 9010 7010 80.0 80.0 90.0 _ ( � = NO. OF ANCHORS PE 84' 60° 9 47.8 54.4 70.0 90.0 70.0 8010 80.0 90.0 - - 98" (5) 9 - 70.0 83-:9X70.0 80.0 a0.0 86.2 6010 80.0 6 108° 1 12 - - 70.0 78.7 1 70.0 78.7 a0.0 82.7 80.0 1 90.0 A = NO. OF ANCHORS PER BEAD & SILL { ) = NO. OF A14CH0RS PER JAMB s (1/3W) (1/3W) (1/3W) On. JdTQ- RAILS mm S-2000 S-20 ' t OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH .� LI r TYPICAL ANCHORS i i i•••i i WOOD SEE ELEV. FOR SPACING ;it:+.,:;; 4•e•t a v a 4 a ta s t a Q a _•ta•�i•ta' 11I 1II MUST ley • • • • ••• AND T WOOD SUCK Ed '4•e • • • IMDADE COUNTY APPROVED• • • • • IMM- • • iSEN & MULLION ANCHORS • • �YPI 4. EPARATE NOA• • Ed INTO 2(1 1*0 — ---- --- 4. : : :•• : THRU 1U DIRECTI 7 9 ' TYPICAL ANCHORS TYPICAL ANCHORS 114 Sb SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING INTO M I ++ I INTO M STEEL ALUMIN ' d (STEEL INTO C INTO % n I I INTO N LL 0 , t t WflflD / CONCRF = 1 W 1 C-90 t d u + II I + I I I ' ; t FRAME I I + •I SEALEI W2 = I I !4A !4 �y m m +� 20 �:•.;.�,•:r; .... !.. �r � � n• ':� til a !x TYPICAL_ ANCHORS • • ITW ••FAT #: XUAIJTITX DESCRIPTION SEE EL.EVS. FOR SPACING 1• ••ES O03• • 1 FRAME HEAD ��------_------==-�� • 7• • 'ES2001• •• 1 STD. FRAME SILL AMULET 0&E MULLION ANCHORS APPROVEDCOUNTY I 2A X12 1 HI-RISE FRAME SILL IISE£ SEPARATE NOA II •; •• 3 003 • •••1 FRAME JAMB Ed 1s o X11 11 : : '$ • ESIO65 : 17.VENT FIXED RAIL (S-2000) Ed 1 I •i• • 5.t• • �E84 051•• 1 VENT FIXED RAIL (S-2050) --_ ----------___------_}� 6 ES1004 1/ VENT STD. VENT MEETING RAIL (S- •_t, "; - ------- •� 9A X620®4• •4/ VENT H.O. VENT MEETING RAIL (S- :., •• • .1• ; 0,'�2 • / VENT STD. VENT MEETING RAIL (S- 2 :r 27 ••• �A.1� • 013• •l/ VENT H.O. VENT MEETING RAIL (S- 69 ES-2004A 1/ VENT H.O. VENT MEETING RAIL (S- ALT. 68.1 ES-1053A 1/ VENT H.D. VENT MEETING RAIL (S- 7 ES11007 2/ VENT TOP AND BOTTOM RAIL TYPICAL ANCHORS 8 ES1006 1/ VENT JAMB STILE SEE ELEV. FOR SPACING 9 ES1008 AS REQD. GLAZING BEAD 9A E51103 AS REQD. SQUARE GLAZING BEAD (5/1 98 ES1017 AS READ, SQUARE GLAZING BEAD (7/1 10 ES2002 1 SILL TRACK INSERT 1t ES2011 AS READ. STD. SILL RISER 12 ES1009 2/ VENT SPRING LOADED VENT LATCH 12A SL203 2/ VENT SWEEP LATCH 128 #8 X 1° 2/ LATCH LATCH INSTALLATION SCREW: 13 ES1012 1/ LATCH VENT LATCH SPRING 14 C18251N AS REQD. FOAM FILLED FABRIC W'STRII 15 #8 X 1' AS REQD. FRAME/VENT ASSEMBLY SCR 16 #8 X 3' 2/ VENT FIX, RAIL SILL SCREWS (STC 16A #10 X 4'• 2/ VENT FIX. RAIL SILL SCREWS (HI- 17 W23211 NG AS REQD. VENT & FIX. RAIL W'STRIPPI 18 W23291NG AS REQD. FRAME JAMB W'STRIPPING 19 WPHL-10 2 BAFFLE, AT 3" FROM EACH 20 #6 X 1/2' 2/ BAFFLE BAFFLE SCREW 21 ES1010 AS REQD. GLAZING WEDGE 21.1 ES4013 AS REQD. GLAZING WEDGE 21A 27-425 AS REQD. GLAZING GASKET 22 ES2007 4/ VENT ROLLER HOUSING do GUIDE 23 ES2006 2/ VENT ROLLER 24 ES2005' 2/ VENT ROLLER PIN 25 - 1/ WEEP OPEN CELL FOAM PAD 26 - 1/ VENT 5/1W BOX SCREEN 27 ES1505 - FLUSH FRAME ADAPTER 28 27-3722 2/ UTE SETTING BLACK, 7/16° X . • .•• . . . ... VENT WIDTH •• •• • • • •• •• • 1/40 MAX. a • • • • • • • • • • SHIM D.L.O. i i •i• i i i i •i• 12 �./ 1/C MAX. 13 STD. SKMS 3 • • • 0 ••• 18 $ •i i i •" • i i • i 'i• i i i •• i�.i16ZY • • ••• 7101- WOOD BUCK METAL STRUCTURE •• • • • • • ••• • 17 00• • • • W S $ •V ' TYPICAL ANCHORS -----SCREEN OPT. ------ © SEE ELEV. - a FOR SPACING 5 D.L.O. r v EXTERIOR a WINDOW WIDTH TYPICAL ANCHORS XO LAYOUT SEE ELEV. FOR SPACING OX OPPOSITE VENT WIDTH 1/4" SHIM 12 VENT WIDTH Ile MAX MAX 13 SHIMS \ 3 2 WOOD SUC 18 6 W STRUC - t LE a 17 �-----SCREEN OPT SCREEN OPT---- :•,� S EXTERIOR T., WINDOW WIDTH XOX LAYOUT . TYPICAL ANCHORS 1/4" MAX. ' ;1 � MIAMI-DADS COUNTY [-SEE ELEV. FOR SPACING 1/4. VENT MOTH •• •• • • • •• •• • MAX. • • • • • • 5/( \J • ••• • • SHIM • • . : :•• :. . : ... : .•• . lle MAX. STD. SHIMS 3 • • 0r. ••• 18 8. •: 000 . • : : . : .fw • :v Y/AOO BUCK • •.. • •• METAL STRUCTURE •• • • 4 • 4 •T 3T 17 •• • • • i• a P----r-SCRE . TYPICAL ANCHORS MEN -------- SEE ELEV. qb FOR SPACING . v D.L.O. P EXTERIOR WINDOW WIDTH TYPICAL ANCHORS Ko YOUT SEE ELEV. FOR SPACING OX OPPOSITE © VENT WIDTH 1/4" SHIM MAX. VENT WIDTH 1/4" MAX @ I 3 SHIMS WOOD BUCK 18 STRU REo p'l'-----SCREEN 2 AAAA 17 OPT "-"'- ---- SCREEN OPTr---- EXTERIOR WINDOW WIDTH X X LAYOUT • TYPIM ANCHORS . M�W�I-- E COUNTY rSEE ELEV. FOR SPACING 2.330 •857 .837 :• : •�• • Z.083• *00 2.083 1.242 : • : : :•: : • : : .715 .803 .062 • • o • • • •062• .082 �-- 1.434 �I 2.186 1.344 .813 -�I .147 • •930 • o o •1.130 .9� 1.1 .082 2 •• • • • • • �� .9309 GLAZING BEAD : : •• .• . 1.2s0 1.250 VENT TOP/BOTTOM RAIL 1.421 .813 •• • • • •• ••• •• • VTp.•MgENG VL STD. MEETING RAIL 2.188 •• • • somoma2000 • SERIES-2050 .930 1.400 1.122 .780••• : • ••• : : :•• • .082 2.083 2.063 �1 FRAME HEAD .948 .078 ,082 .082 .992 1.118 1.149 .868 1.230 .930 1.630 .930 1A .813 t2 VENT LATCH �- .489 .983 1.25.1 .813 1,25.1 1.250 .062 2.190 TYR 2.375 JAMB STILE '062 H.O. MEETING RAIL H.D. MEETING RAIL 2.996 .77�0 .500 8A SERIES-2000 Ba.t SERIES-2050 2.130 2.288 2.083 2.063 .500 T062 2, p FLUSH FRAME ADAPTER --�-^^'^^� 2.392 2.555 .930 .a62 1.830 .830 .062 G.+ 1. STD. FRAME SILL 1.8782 992 1.118 888 1.250 1.250 .062 .813 3YP. .989 .719 � H.D. MEETING RAIL H.D. MEETING RAIL l�J SERIES-2000 B8• SERIES-2050 FRAME JAMB .983 2.i 13 2.181 .078 .078 .088 1.875 .994 3.437 2.816 .450 -- 1.2129g2 1.212 .f 2.500 . .082 500 • _ 9„ .046 .082 117 I . 4 •,ate . . . .00 .00 . • .. . . . .. ... .• YES