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REV-19-27i ,��� Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ELECTRIC ❑ ROOFING JAANN 0 4 ZO ij0 FBC 201 Master Permit No. RC18-694 Sub Permit No.y\/ J I — z fX REVISION ❑ EXTENSION ❑ RENEWAL PLUMBING MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 122 NE 105TH STREET City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-2136-013-0680 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Roy Mevers and Margaret Hood Mevers Phone#: 305 812-6522 Address:122 NE 105th Street City: Miami Shores state: Florida Zip: 33138 Tenant/Lessee Name. N/A Phone#: N/A Email. royatsea@gmail.com CONTRACTOR: Company Name: Miran Construction LLC Address: 750 Greenbriar Avenue City: Davie state: Florida Qualifier Name: Julio M. Miranda Phone#: 786 925-0084 State Certification or Registration #: CGC1516201 Certificate of Competency #: N/A DESIGNER: Architect/Engineer: Mark A. Campbell Architect Phone#: 305 754-2318 Address:373 NE 92nd Street City: Miami Shores State: FL Zip: 33138 Value of Work for this Permit: $ Square/Linear Footage of Work: 1017 Type of Work: 0 Addition ❑ Alteration ❑ New ❑ Repair/Replace Description of work: New windows and french doors for home addition N Na At S Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ hone#: 786 925-0084 33325 ❑ Demolition CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ /;� TOTAL FEE NOW DUE $ f( (3 . W (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State E 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 OWNER or AGENT The foregoing instrument was acknowledged before me this - day of 5-A"AA-1-1 20 -1 q by R014 , who is personally known to me or who has produced ';/l. ID, C . as identification and who did take an oath. Signature CONTRACTOR The rforegoing instrument was acknowledged before me this / �+I day of J-)Wt/�� , 2019 , by Juliottt M. Miranda , who is personally known to me or who has produced }L_ P. C- as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign. \� Print: GR94 PAS GL.L Print: CI,"e- G P6c- Seal: Seal: tom:: CHASE CAMPBELL pg. MY COMMISSION # FF 200055 CHASE CAMPBELL MY COMMISSION # FF 200055 ? a€ EXPIRES: February 17, 2019 3 EXPIRES: February 17, 2019 N ;; t.• Bonded Thru Notary Public Underwriters Bonded ThruNota Pu HcUnd Re APPROVED BY G Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) �7<�TQ a r MIAMI-DADE S/,Ou 4 (, t, 01,v-)c REGULATORY AND ECONOMIC RESOURCES (RER) h�8DnINISTRATION DIVISION ,,., CNMANCE (NOA) .kn0 ... ...... .. . . . • ...... • • • • WAMIJADE COUNTY • • • • PR(i1S1JMCONTROt SECTION • • • 1196?SW 26 W*ee' i��n 208 T (786rnV2590 F 71�6:3 t 5-25V : • • - .. • . . . . ...... Thy b� r ern � 6sued under the applicable rules and regulations governing the use of construction materials. �} e do entation submitted has been reviewed and accepted by Miami ProductCounty RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "1000/1050" Aluminum Single Hung Window - L. M. I. APPROVAL DOCUMENT: Drawing No. W03-56, titled "Series-1000/1050 Alum. Single Hung Wdw. (L.M.1)", sheets 1 through 8 of 8, dated 07/31/03, with revision L, dated 09/27/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be pr 'ded to the user by the manufacturer or its distributors and shall be available for inspection at the job s' request of the Building Official. This NOA renews NOA #17-1114.09 and consists o this e evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by P NOA No. 18-0905.07 MIAMHMDE COUNTY Expiration Date: November 06, 2023-- 1 n Approval Date: October 04, 2018 Page 1 Q r 4 E.S. Windows. LLC ...... . ...... NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED : • • • •: ... .... . . • .... .... ..... ...... .... ..... 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S • • • • • • 0 • • • • • ; • A. DRAWINGS """ . • . . . . . .....• . 1. Manufacturer's die drawings and sections. • • • • • • (Submitted under NOA No. 03-0910.03) 2. Drawing No. W03-56, titled "Series-1000/1050 Alum. Single Hung Wciw4&I)", sheets 1 through 8 of 8, dated 07/31/03, with revision L, dated 09/27/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 17-1114.09) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTM F 588-04/ 07 and per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-5815 and FTL-5337, dated 02/13/09 and 01/25/08 respectively, both signed and sealed by Michael R. Wenzel, P. E. (Submitted under NOA's No. 09-1008.05 and 07-0928.14) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTM F 588-04/ 07 and per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI- 05-1448 and HETI-05-1953, dated 04/22/05 and 04/25/05 respectively, both signed and sealed by Ivonne Ghia, P.E. (Submitted under NOA No. 05-0720.01) Manuel Per . Product Coatrot Ex i er NOA No. 18-046.07 Expiration Date: November 06, 2023 Approval Date: October 04, 2018 E-1 E.S. Windows, LLC B. 10 La •••••• NOTICE OF ACCEPTANCE:EVIDENCE SUBMI-TAN ...... .... TESTS (CONTINUED) • 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-940 • • ; • ; • 2) Uniform Static Air Pressure Test, Loading ter FBC TAS.A2-94 3) Water Resistance Test, per FBC, TAS 202--3.40••; , .. 4) Large Missile Impact Test per FBC, TAS 201-94 • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTM F 588-04/ 07 and per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3820 and FTL-3806, dated 06/09/03, signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-0910.03) CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5a' Edition (2014) prepared by Al-Far000 Corporation, dated 10/23/14 and revised on , 07/14/15, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.15-0129.03) 2. Glazing complies with ASTM E1300-09 QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Interlayer" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", dated 01/19/17, expiring on 07/08/19. Manuel Ppfaqpx. Product ControlPaipiner NOA No. 05.07 Expiration Date: November 06, 2023 Approval Date: October 04, 2018 E-2 E.S. Windows, LLC • • • •.•.•• NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTVD . . •••• .... ...... •.••.• 000000 •••• . . F. STATEMENTS •• •• •••• •••••• I. Statement letter of conformance to FBC 51" Edition (20146• aVd: FBC 01 Edition '. (2017) and of no financial interest dated 09/18/17, prepared b; • .,�Faroaq * '' Corporation, signed and sealed by Javad Ahmad, P.E. •..• ; .. (Submitted under NOA No.17-1114.09) • 2. Laboratory compliance letter for Test Reports No. FTL-5815 and FTL-5337, issued by Fenestration Testing Laboratory, Inc., dated 02/13/09 and 01/25/08 respectively, both signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA's No. 09-1008.05 and 07-0928.14) 3. Distributor Agreement, dated 04/04/16, signed by Carlos Garcia and by Andres Chamorro. (Submitted under NOA No. 17-1114. 09) 4. Laboratory compliance letter for Test Reports No. HETI-05-1448 & HETI-05-1953, issued by Hurricane Engineering & Testing, Inc., dated 04/22/05 and 04/25/05 respectively, both signed and sealed by Ivonne Ghia, P.E. (Submitted under NOA No. 05-0720.01) 5. Laboratory compliance letter for Test Reports No. FTL-3820 and FTL-3806, issued by Fenestration Testing Laboratory, Inc., dated 06/09/03, both signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-0910.03) G. OTHERS 1. Notice of Acceptance No. 15-0129.03, issued to ES Windows, LLC, for their Series "1000/1050" Aluminum Single Hung Window - L.M.I.", approved on 07130/15 and expiring on 11/06/18. Manuel PVJ=. Product Control r NOA No. 17 ExpirationDate: November 06, 2023 Approval Date; October 04, 2018 E-3 n E.S. Windows, LLC ' ' • OF EVIDENCE SUBMfTED :....: NOTICE ACCEPTANCE: .... •••e . . .... .... ..... ...... .... ..... 2. NEW EVIDENCE SUBMITTED .... .... ...... • A. DRAWINGS 1. None. •••••• B. TESTS • 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and. Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. F. STATEMENTS 1. None. G. OTHERS 1. Notice of Acceptance No. 174114.09, issued to ES Windows, LLC for their Series "100011050" Aluminum Single Hung Window -L.M.I., approved on 01/18/18 and expiring on 11/06/18. E - 4 Off Manuel Per47P.r. Product Control Exj�niWer NOA No. 18-6..07 Expiration Date: November 06, 7023 Approval Date: October 04, 2018 AML CtA45 —� SI .. DDw CORNING 745(9 �I/8" By 'Kwary AAnMee, me.' 6 1-1/8• AHE OIASS -nC'N WRNNG a % AiY C��G O�ON SOLLARE GUSING STOP CAN BE USED W"TH ALL GLASS TYPES SHOWN ON ,HIS SHEET. AI t/I POH.TS DN UTES NW1ER THAN 34' GLASS! TYPE 'A' 1/8' HEAT STREN10. CNASS ,00D' Inbrloyn ccc---SeMryC�a 6y 'KWar% Pmwlea. Na' t/8•fHEAL STREN'O. mA55 p OOW' noRNNG TSS W AT i/A P0a.T3 ON LT'Ts WIDER THAN 36' GLASS 7'YI'S 'H' EAT S fiN'D. W 5S C5/32' OBO' Nanlop T•eeMd PSB fiy 'Kurmay NneHro, Ns.' 1/6' HFAT SRSN'D. CV55 y � I SUDONE l4M lY8 T i At I/A POBTTS 01, UTES 21 'MOER TlVvl O/' W+ DIASS TYPE 'D' ..-1/B' HEAT STREWD. QAASS 09O' N1NIrl.Y I Hd , 'KlH �By A—&., Irc' HEAT VrRENV. GLASS �1/8' W km SRICGNE rDOW CORNING nS 6 ITS OH AT 1/1 PORUTES 21 MOER TAM' 35 GLASS TYPE 'C' T\� /32' HEAT STOMWO. GLASS Interlvye- 9eMry0b puemY N+aRca. Inc' {-i/8' HEAT 5TRDN'D. CJ.SS \�By succNE �DOW CDRNNG 795 I U' AT 1/4 POINTS CH UTES IRER WTHAN ]6• GLASS TYPE •E' TYPICAL E! Et/ATiON sr lts Iwo (sro. suJ . RIF-S-1000/I050 ALUMA'GM Smr-17 HT7wr WINDOp 0ES10N LOAD PA -MS FTW THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. CR SINC,.E HUNG WITH OTHER WINDOW TYPES IN NODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MOLUONS W B4WELN. LOWER DESIGN PRESSURE FROM WNDOWW'S OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. . . ..,. ,,..., ...... . ,,,... .... .... . . .,,.,, ,.., t.... .. .. .... ...... , . ...... 3E id I VENT WO1N J 1y 93 1/8• NNUOw I w N Y n 30 ST v no TYPICAL UFVATION {?-O Z3 SERIES tODO (HFRbE SW Q PRODUCT REVISED p1yInW Nn u,W REo.laa Lode NO-M.NOA-Ne, no 17.1114.09 i c:PindWnOm 11N,I2D18 THESE WINDOWS ARE RATED FOR LARGE & 56bV.L. 11-ILI WP11T. SHUTTERS ARE NOT REOUffX THIS PRODUCT HAS BEEN DESIGNED AND TFSTED TO COMPLY WITH THE REIWZEN:S OF THE 201A (SAP ENTION)/2017 (ITH FDTCN) FLORmA a,MJV C CODE INCLUDING HIGH yELOUTY HURRICANE ZONE(wH2} tBf OR 20Y WOOD sum A BUCK FASTENERS W OTWSM MUST BE DESIGNED AND INSTALLED ADEOLArcLY TO TRANSFER APPLIED PRODUCT LOADS TO THE RUILIDNC STWUCP1gE. ANO4DR3 SHALL 8E CORROSION RESWANT. SPACED K SHOWN ON DETASS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPEt3FED B48M M TO BASE NATMtAL SHALL BE DDU4D WALL DRESSING OR STUCCO. A LOAD OURAT.ON INCREASE IS USED IN DESIGN OF ANCHORS WT0 WOW ONLY, ALL 9HIM5 TO BE HIGH IMPACT. NON-METALLIC AND NON-CDY°RE551BLF. MAYEVVd.S INCUJDNC BUT NOT UNITED TO STEEI,/IRiAl SCREWS. THAT NAPE INTO CONTACT WITH OTHER DLRSB.p1A. INTERLIS SIVdl MEET 7HE REWIROAENTS OF THE 2014/2017 FLORW BLOC. CODE k ADOPTED STANDARDS THIS PRWUCT -p—A'. IS GENERIC AND DOE+ MCT PgGIDE INFORMATION FOR A SITE SP g, PROTECT, Le. UR SeiETF Of TAPS RROOUCT, ADEQUACY OF STRUCTURE RECEMN6 THIS PRODUCT ANO SEALING AROUND OPEII G FOR WAVA NRLTRATGN gESbTANCE ETC. CONO TIONS NOT SHOWN N 7HI5 DRAINNC N:E TO BE ANALYZED SEPARATELY, NND TO BE REVIEWED BY BURUINC ONTCJN- `S'CFI < 9 Mtn) INy 70992 W03-56 r ME f RCOiL I1'ORN 9INOO119 D®1GN lAA➢ CAPi01TY - P31 (M-IME SIIL) ITMD0II DnES. 3fARDERD TOP "M DSEVY DLVY TOP IUM GM53 TTPI 'i' _ pLB9 TYPO T, 'C, V 9 T GLL5/ Trm '9'. 'C'L V E T RIOTH t9-,/a' 20-1/D' 37" 2r (3} 7a0 m.0 m.0 Sao 1 mA 90.0 7a0 mA m.0 p0 aGA _9OA 7Q0 a0.0 _ 60.0 m.0 -_m.0 Ma1y 70.0 mA mo 90.0 m.0 90A m.0 m.0 -To0 m,e 09.0 no BOA - m.0 90.0 mA 90.0 1p-1 RB-1/3 3r 12' a0' A -I E' 3a-3/8' (4) no m.0 m.0 mA WA 90.0 70.0 m0 m.0 ",0 mA p0A no mo m.0 i0A mo M. 700 80.0 a" 90.D W. mA 70.0 m-0 -0 ¢OA 9a0 p0A 70.0 -WO-•I -0 90.0 m.0 "o�. 19-1/4' 37' 28 37'- 41' 19' B3-1/4' SD-B/a' (B) Tan 14.0 W. 00.0 Sao 9Q.0 7_0_A m.0 m.0 90.0 _ mo m.0 _60 m.0 9n0 p6D su 90A 70.0 m,0 m.e 90A mA 90 A no m0 1.0 90.0 � B0.0 MA no �.O BOA B0.0 W. 04 tp-1/8' pa -I/O' ST 13• ay 53-I/e' + 84' (B) 100 m.0 mA m.p _ pCA MO { 80,0 m.0 _m.0 y 0 m.0 90.0 70o 800 aOGO M 50.0 p0.o mA m.0 90A B00 m0 _70.0 7D.e�i eo.O eoo� pO.o -aao cO.o 7aa m.o aao 90.0 Sao po.o t9-,lr 98-1/Y -'n-+ 42' ap•' Y-I/E• s3• � (e) 7aA m.o m.o pA.o aaa so.o 7" $0.0 m.0 Sao 840 mA 7Ao mn , to.D _L.. 4O.D m.o 90.0_ 70.0 m0 mA 90.0 m.0 90A 7a0 _ _ m0 Oa0 m.o� m 0 p00 7CA m.0 m.0 90.0 m,0 m.0 SS-1/i 3r a2• 19• eE' (4) no m.0 m.0 ¢0.0 mA 90.0 7" ) N.0 70.0 M. m.0 9➢A 80.0 no 70.0 mA 40.0 - m.0 90A AA m.0 _mm0 m0 W.0 W. oo m.o 0.0 1n-I/D' iB-1/2' Tr 1. ay. 7a-,/4• (7) no m.c m.o m.o noA aoA no m.0 E0.0 90A m.0 40A no m.0 m.0 104 mA m.0 AO m.0 m.0 p0A mo�T9aA mA 90.9 19-1/a• 26-1/2 37' a2. (7) _ _ 80.0 mA _ _ _ _ mA 90.n • N0. IN I'MOC ESM I4n10A75 NO, v BnONur ✓eta UWT EETEMOR(+) LOADS TO 70.0 PNF POR 3fD. SIIL. . . .... ...... • •••• •••• • • •• •• •••• •••••• • •••••• • • •!•••• •• • • •• • • 0.:..* I� a _1 W p n m I wns'R'i ® y' PRODUCT REVISED p�9'� is en Prom. ) I I smia9 9 a 1 a Non -No. 17.1114.08 1' Ii E¢P,7¢Oon DP�b �1106.72018 (., aP�-0. Wa f1 P�§3€ �tTr Aviv TPP.IBAL GLASS CAPACMFS ON THIS; SHEET ARE WED ON ASTM EI-100-09 (3 SEC. GUSTS) - AND FLORIDA BUILDING COMMISSION st. DECLARATORY STA'.EMENT DOA05-DEC-219 AbIMI[T RiNBNti 11\114..' �77 L Y -. z seavxrC 4 r omw� W03-56 w nt TOP n.n ��'7�IOftAL s-tom mn9et 2 0! 8 DREOOAL 1RCB (ORTGL TYPESI PDPDORR DEIGN ma LAPi01TT - PST (RI-RLIR SM4 TMO! DO[R. R't�= TOP RAM H149r nP2T TAP BID. CLiRp 1YP[ 'l' 6(�® mm R', 0, W E T GEM TYPffi "9', 'CL 'D' E T MOM IEIGM or,4+) 1M.(-) OR,(+} INT.(-) IXLC+) INt(-) 2a-I/r (B) 71D m.0 mA 90.0 WA m.0 70-0 m.0 m.0 90A �m.o19' _ m.0m--- mo m.o wo .0.0 70.0 m.D m.0 90.0 MA7a0 m.0 m.0 9D.D 80.0]1.0 m.0 ino m.0I9-,JO'm.Da0o 42• 90.o mam.0 90A mA 7a0 aa0 E00 ¢0.0 m.0 I fa0 19-tJa' 29-IJ1' 37' n3• (E) 70.0 1 mA m.0 90.0 W. 90A 70.4 mA m.o m.0 m.0 p0.0 RO mA M. M. mo m.e m.0 .0 t9-1/B' B7" e0• 7a0 m.0 00.0 90.0 m.0 m0 m.0 mo mA .0 - - - I -mm eo.o 90.0 14-1/E' 18-t/2• 74-I/1' I S7 7GA 8a0 mA 90A_ m.0 m.0 _ 70.0 y m.0 80.0 ' - 90.0 m.0 m.0 NO. in PAREMNESM IN0 TE NO. - eE:eNOr03 PAN -- LBM ETTIRIOR(+) LOADS TO 70.0 PEP FOR STD, SILL r I • • •••• •••••• •••••• • •••••• • •••• •••• • • •••• •••• ••••• •••••• •••• ••••• • • • • • •••••• TIP" ANCHORS TYWA ANCHORS SEE ELE,, FOR SPMYNO SEE E.U. FOR 5{'ALN1O 1R I IV 1IMOD ' ,Y d 9,0, g i I METAL MW4-oADC COIAdY APPRO.T.I p� �I? 0 n EDGE pp ^ I r51RUCTURS +S "LION 4 MDLLXNI ANCHORS O F. BE% SEPARATE IW !Q' a SIDE � F O q�, TYPKAL AYiCHAC4 a Z� SEE iLZS. NR S➢ACNO FOB SKAONO RZg2 fYPtCAl ANCHORS: SEE ELEN. i01, SPICING r 1/4' OIL LI TRACON BY 'FL.CO' (F-77 KSL "13g KIN) 1 fWOW BUCKS ANO METAL STRUCTURE NOT BY E.S. WINDOWS y, I4U5T SL'STNN LOADS IMPOSED B'F GLAZING SYSTEM INTO 2BY MIN, BUCKS OR W000 STRUCTURES aJ AND TRANSFER THETA TO THE BUIIOING STRUCTURE. 1-1/2' MEN. PENETRATION :NTO WOOD (HFAC/SILL/JAMBS) g---^—^— THRU 10Y SLICKS INTO CONC. OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETc (HEAD/SILL/.LAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (.IAMBS) S �5a1 DIRECF..Y INTO CONCRETE OR BLOCKS ft , 1-1/4' MIN. EMBED INTO CONCRETE (MEAD/SIL.L/JAMBS) 1 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) g 5 8 i B INTO MIAMI-DARE COUNTY APPROVED MIBJONS u C OR B) B) INTO METAL STRUCTUREES (HEAD/SILLOND SU �. ) (3) THREADS MIN. PENEIRAIKIN BEYOND SUBSTRATE ! O a i1 �' 1 ALIIMINDM: 1/8' THK MIN. (6063-T5 MIN.) O n y STEEL 1/B' THK. MIN. (Fy - 36 KSI MIN.) ? 3 1 O 1y ; 1y 1 4 CS1EF1. W CONTACT WRH ALIJ NUM 10 BE PLATED ON PAINTC) 1 3 20I` 1 1 1 1 .c DICT N ' V1 N v Ii 1 INTO CONCRETE AND MASONRY - 2-1/2' MIN. g j t INTO WOOD STRUCTURE - i' MIN. ' INTO METAL. STRUCTURE - 3/4' MIN. `— ) jI II'_ ! WOOD AT WAD, ALL OR JAMBS SO - OM MN. j ) CONCRETE AT HEAD, SILL OR JAMBS 1'P - 3000 PSI MN. Cr90 HOU.OW/FlLLED BLOCK AT 4WW rr - 2000 P51 MN. i R f, e G eI ALL JOINS AND FRAME CONNECTIONS SEALED WITH i e f 1 I �SpCyHpNEEE[�]IMOORpLEC�H��EAD SEAMSEALER SM5504. J.rAU..LLnEsW iG wt 9 I '�i I ' � � WI - 1-1/2' X 3/15 WEEPMOLES AT 4' FROM FACH ENG �"•� ltg; 2� P W2 - 1-5/16' NOTCH AT EACH ENO PRODUCT REVISED `Lf,1I• x w pIc ..wl u. PIwIa, awcr REN.it� �p ,4({ '4 "ID oE4N.� 17.1114.09 Ar: - `r aeuAlwlFk. •� d,. T • Ac6MaB .' E , � °.oM. i 1ro•rzale � ! ,ir:;.l 0 0,--_-____--I ,i; 1EOP drP.cnQ SER1E5—lODO - i ;? W03-56 'YPICK WCHORS GE 5L� k F_F>. vENr x1Rl SPRING LOADED u1cNEs 'ii, AOidAL, sfw.e 3 a� f� ' EWE OLST - FaR SPACNG �.�---,.—� ED • • •••• •••••• •••••• • •••••• • •••• •••• • • •••• •••• ••••• •••••• •••• ••••• 000000 •••• •••••• • • • • • •••••• r imrx ,waors ( ITV g��gs eoo .o Weao° rta. ur°cw eor A ! R e e e R OB-81 C� ALT. o" J t j f5, of �r 11 6 !uRODU�yCtnTyR SMEO�� Hoiw,.q Caf a. p&tg er o. 174114.09 wnmcTwxwm rxv�••e,er, o.Kc,�e.,,��lrosrzola xl i �,�'.^� I � .—�� �N $ .gel, 1 w. V-0W�•1 v C& a F� / E 19 2017L47O3— CF SERIEA� . . .... ...... ...... . ...... .... .... . . .... .... ..... ...... .... ..... .. .. .... ...... . . . . ...... aIIF4:.� PRODUCT REVISED ' PY� Y awne(vlw� MM tlw FWe O n p NOA-Ne.tei 17-1114.09 5q3 ' eRWm,eP 11/06I201D I{ �+� .�� �o NNW-MOE COUN"Y8 -T _ SEE EL ANCNg6 SEE SEPMAIE \ ) SEE ELEY. fOR SPALMC IL <a� y R A O ( 1 1 JJU rr J RM ox wm N WNoaw NmN i Win) Z s� 1YPGL A JISRS j-S:Z CEV- fOR SPHLIC ��/ — 19 cy� �/ KM wWIN -., �—�— N -� 4P,;D� T i ICI SEE, EL ANCHORS gP wcoD e? swN`"1 sEE ELEV. FOR sPAwc � p�ucT xcNcwGro D SfPilCTiFs 4 M L++: 's g l� N FOR SPAC" ''pp 3n"• �� T , T T EXTERIOR aICEAIeF D.E p SER—IF S-1000 ?�! W03-56 SERIES-1050 l�+SS!ONAL E . �� r FheFc Pf I'E11 i PASt { IiSOD. DLSCIiB130X YATIIOAL NMY./aOPPLRNJRIYAR65 1 ES1O01 , iWIXE NEAR I ESiW1 , fRAIE 9GL (ST0.) aCf3-tB - 7A FS1f O1 T fRANE SILL ] R,003 2 AIJAE IAMB aO3YTa - 4 ESiDOa ' T TLffD WR. PAL (FDR SPAtVC lAG'1) M ESt DS'. 1 FUQO NTC. RAG (FOR SWEEP UTEN) e06}TE S f3IOOa 1 SfO. YE1YT TOP RAG IiOR $PAalC IATCiQ E08]-�TE SA ESIC01 1 MUW Lt/iY VEI.' TOP AA0. (FOR 9PRMG UTON(3) eOa}Ta Sl1 E32COM i NFAW DUI1' YET. TOP RAG (PC" >YRNYO Uid1ES) 606]-ia KTFRtUTE TO '1, 50 f3T052 1 SfD. YENi TOP RK� (%OR ]a® LAtU!) a053'Ta E5f0ab _ I NFAJV OU'Y PENT 70P ?M. (EON SWEEP. Ui✓� E00.T-Ta - 6C__t ET10.\lA ? HEAW OV(Y VENT TOP RAl (FOR SWEEP UTCTIEe)' t0U-Ta ALTERNAT TO N: e E55008 i V71F BOTTCY PAG 7 F51007 2 VEM STOE w4l aOsl-TS - B FS100a AS ROG 0.AZSiC BEAD aOST-Ta - M C51!0.i AS Rom, SQUARE CUTMS B_EW WE}TS - - N ESt CJ9 2(VEM SPPoNO LOAOED Y�JT IATON � EOtl}13 Ai a' fRpl DiO3 9A ]OS2 2jb1M SWEEP tATLH SAYMt AT 11' fRON ENDS 9e (8 % t' 12f-UICH UTCN WStALtATION 9CAEW5 _M 543 - 70 ES1C!1 f 1/tA,OTi UTCH SPNAIC- 11 ES?Ot0 TAS REMJ. tdA2NJO 'M1IDOE 19F( PNO OUIN4[FF ]WS SHORE 'A' 11A 2T-,i3 AS Rf00. OIAIMK 6ASKE( EP011 DVAO4ETO+ Bb23 SHOPS 'A' 12 {e X 1' 20 FlUHE d VEM ASSEIAFLY ¢REw4 CAS R, 513 1] - o?c,t 2/vETTT stsNuu mean - 1A a3a2a-?a1t As aEOo. PflE w'sTR�PPu1s wm+ PI..SOc Ov fala'. i5 03WX?9C AS flFOD. fPA1ff SILL W'SflOPPO10-___ - .v.__ 0-IDN2_ 1a L2/ VEM %OCK s TMItl2 B1tMICE .-�._.... ft°'E< 120 Bf 8S ?e F]ta11 z._._._-.- 'aoerm ?3 Fsav - P.USN tTewc Amr'tca'��m.'._.--- ePTarE� 20 t 6/:C BOX SORFET: —,��-- - CPTANK 2T 3]�.PI i 2/ ?ItE SETSNC BLOd(, 7/1t� X ]/1 e' % ]-1 /2' LCNO EPON DURONEER 73tS SNOt✓< A .A It . . .... ...... ...... . ...... .... .... . . .... .... ..... ...... .... ..... .. .. .... ...... . . . . ...... f 4i C.E`/. FOR SPICING TIPICIL AAgUlK SE E•Md5FDA O�R ' SPACING OGE GSF. / MAIhOMINTY APPROVED 1RURN ONGN(MS/ SEE -ivaRwre NaA T j cm ae f9 f9 o O O <� AST. SEE 1 s R O3 D j� opMn vo ANT. Z; 19 � n a ulg Wn PRODUCT REVISED ..ru Enn wn,w 'n'unm`°" nD 51 �� *011-- 17-1114.09 t.vtnnon ove. 111O8t2016 �r `�.-/ a� SEEEE Eli' FC(1 SPMVIC � n • � � F la 6 a B ALT I $'3 N9oOCF MSNLXiY \�Tj �•. esagtyi�wul Jr fMM `+,+.1P5t111I NN p k wry � 'fa �Y8'�i15'.[j7 _ •�V ~ �� _ 7 �� - 4 : T�1 .rllaLjia�O ` Y: •' l>CFMdp'••. �' 6 F C. s CD � °� SCE' E�EJ. FCR SPACNO /� , OF tE/� ekawinq na INSTALLATION DETATac lfil't1 RttrCH FRAAlR. dndvT>=g '- �' sy�"• N OfyA4 + `nee 6 Pr 8 4 t • • •••• •••••• •••••• • •••••• • •••••• •••• •••• • • • • • • •••• •••• ••••• •••••• •••• ••••• • • • 0000 •••• •••••• • •••••• • • • • • • •• •••••• 00*0 0.. • • • • 0 0 ��] — { C FRAME HEAD Mz � o F1USH FRAME A444P ER 61323Y ,^1L ^ 5 D.SEkt00o 11,11L VBASE Fil ST0.5ERG3- TOPa60 �L z GUZUI: WEDGE POMP; 0% RUBBER DENST" - ,010 tm/OW IVfiJHE85 - 70.5 TENSIF SiRETCRI - 9D5 PS TFARP) SAT�6RDIENE55 ,E1�ERAIVREEqj ol 3 w Qi ¢ � 61] 1 ,.1 "t -1630 -1.6]0 .L80,aIEJ .,53IL .i DWI• W n 3 F / VEM LATCH e a OW 637 6, SDUARE GLAZING STDP H.D. VEM TOP RAIL ® "INPk"- .06t ('� H.D. VENT TOP RML `"� SERIES-t050 PRODUCT REVISED gWnomWVMp Wth tM FbrWa erzPh,wn D.ee 11106/201• h(MIR.?W:Ai{g5y MiR� Q�i1ir[w �c�pg� yy C. Mc•H.._Dctz_ All ' A .q i',YNk( ram Lu •y moo aama p E ,m n, O MMME JAMB 0 i -4 . 7 r.. QE QAZWO S M r 1 .117 2063 .R EB6�� H.O. VENT TOP kUL SEIRE9-9000 zoB'_ � E� (.7 H.D. VEW MP RAIL �"1 SEP.t6-IOSO deB 8K ; �— M. t ,,15 ,.*•x—I ,(J VENT SIDE RAR lam- t S .�' i p' tl 4 E2 �_T 1 ,.6n 12i2� RAIL s,Rrs-,006 ' n62INOnaew7.11U.09 Imo° � t21]� MEMNG RAIL © soa6r+95v1-2D23 O Fef BOTTOM PAIL --2t57— .062 3.197 -Z45]-- M2 111 2 .710 .6� --1 t.6z u1- J Q FRAME SILL (STD.) MEEDNG ,ass sfi q� .674 Q �2�31 FRAME SILL (HF-RIM drawing no. W03-56 6haH of B . . .... ...... .. . . . . ...... . ...... . ...... .... .... . . . . . .... .... ..... ...... .... ..... .. .. .... ...... . ...... . . . . . . o*** .. .. .. . . .. . . ... m z 9M 5 IC�8 rx x P ' % GG` z3 .� 1 � WHO I � i / PRODUCT REVISED' Ss � I%" NOMN°o 174114.09 e �,. ,! � � eap.eei°n was 4/06120te8 Y �I§ 4 By FRaNG' CnRNF_?c DFIA4 Cc°-'+r� �, Yi.�t RSY£wur � � 11111Ir VENT CORNER DE 6L' L Y g �� 1lll r Z pa#� &G S W /Af(� 06aa MIAMt•MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26-9t;AZ Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) : . %ami, Flonda�3175-2�4* *: e BOARD AND CODE ADMINISTRATION DIVISION T (786'*3152590 %(7$b)315-2599 '. NOTICE OF ACCEPTANCE NOA. ;"".miamidade. ov/econom .Sees. E.S. Windows, LLC "" ' 3550 N. W. 49' Street •" "• Miami FL 33142 : 0 e • " .. .. .... ...... SCOPE: • • • • • • • •' This NOA is being issued under the applicable rules and regulations governing the use ofconstructionornaterials. This••: • documentation submitted has been reviewed and accepted by Miami -Dade County RER -f ro4idrt Control Section Jq e. e: be used in Miami Dade County and other areas where allowed by the Authority Having JuilSdiction (AHj7.'. . This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product C64681 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 "3000" Aluminum Outswing French Doors w /wo Sidelites APPROVAL DOCUMENT: Drawing No. W04-51 Rev M, titled "series -3000 Alum Outswing French Doors (LMI)", sheets 1, 2, 2.1, 2.2 through 5, 5.1, 6, 6.1 and 7 of 7, prepared by Al-Farooq Corporation, dated 06-10-04 and last revised on DEC 05, 2018, signed and sealed by aavad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. 1 MISSILE IMPACT RATING: Large and Small Missile Impact � ti'mitations: 1. Lower Design Pressures (DP) of Doors, sidelites, hardware, glass and threshold (sill) options shall control. 2. See sheets 1 & 2 for doors, 2.1 for single sidelite and 2.2 for doors w/ sidelites (Reinf/unRinf) mullion options within tested frame area. 3. The Water Rating +DP with STD sill= +70 PSF (X & XX) and Hi -Rise sill =+90 PSF (XX) and +100 PSF(X). 4. The frame are of alternate size must not exceed 97.58 ftt, nor panel tested area and max. Panel height. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Columbia, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL. of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by e words i i- e County, Florida, and followed by the expiration date may be displayed in advertisi I g litera r . If a p i the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire A al p ov d t th u r b the manufacturer or its distributors and shall be available for inspection at t job sit qu o di Official This NOA revises NOA #17-1114 3 and co s his d vi ence pages E-1, E-2 & E-3, as well as approval document mentioned ab e. The submitted documentation w reviewed b a NOA No. 17-1226A 1 i�u►MHtu►oe COutrrir :Expiration Date: December 20, 2023 �Fgu ` ' Approval Date: December 27, 201.8 Page 1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • 00000 . . .......... 1. Evidence submitted in previous files ' 'so A. DRAWINGS •••••• •••••• 1. Manufacturer's die drawings and sections (Submitted under file refereM � cr5elow) • . ; . ; • • • • 2. Drawing No. W04-51 Rev K, titled "series -3000 Alum Outswing Frd4gApoors �1.917% ..... sheets 1, 2, 2.1, 2.2 through 5, 5.1, 6, 6.1 and 7 of 7, prepared by Al-Fafooq:corporat+iee, • • • • • dated 06-10-04 and last revised on NOV 09, 2016, signed and sealed by Wad Xl Ttl, P.E.....:. B. TESTS (submitted under#1.7-114.03/#16-0316.06/#15-0611.10/#14-0722.13/;iI:OJ08.04/#04-1217.031 •:: • ....:. 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 . 2) Uniform Static Air Pressure Test, Loading per F$�~I'AS 20�2-9A• • • 3) Water Resistance Test, per FBC, TAS 202-94(see sheet 2) .". 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry'Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -up drawing and installation diagram of aluminum outswing French door w/ Sidelite (OXX), prepared by Intertek/ Architectural Testing, Inc., No. F2673.01450-18, dated 11/16/15, signed and sealed by Joseph A. Reed, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(see sheet 2) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -up drawing and installation diagram of aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., No. FTL-5938, dated 10/01/09, signed and sealed by Julio E. Gonzales, P.E. Note: This test report has been revised, reviewed, signed and sealed on 03/29/10 by Jorge A. Causo, P.E. (submitted under files #15-0611.10/#14- 0722.13/# 12-0308.40) 3. Additional Test Reports: Test reports issued by Fenestration Testing Laboratory, Inc Test report No(s) FTL-3947 & FTL-3955 per TAS 201, 202 & 202-94, dated 02/04/04, both signed and sealed by Edmundo J. Largaespada, P.E. and test report No. FTL-5164 per TAS 201/203-94, issued by Fenestration Testing Laboratory, Inc, dated 08/01/07, signed & sealed by Carlos S. Roinda, P. E. (Submitted under file # 09-0825.04). C. CALCULATIONS 1. Anchor verification calculations and structural analysis complying with FBC-2014 (5t" Edition), prepared by Al Farooq Corporation, dated 08/01/16signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® Interlayer", expiring on 07/4/17. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I.:DuPont DeNemours & Co., Inc.) for "Kuraray Butacite PVB Interlayer", expiring on 12/11/16. A1Ly... shaq 1. Chanda, P.E. Product Control Examiner NOA No. 17-1226.11 Expiration Date: December 20, 2023 Approval Date: December 27, 2018 E -1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • • • F. STATEMENTS • 1. Statement letter of conformance to FBC 2014 (51h Edition) and letter o Aq uncial interest, • prepared by Al Farooq Corporation, dated 08/01/16, signed and sealed b}i Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. .... ' •' • • • • • • ...... .... ..... G. OTHER •• '• •••• •••••• 1. This NOA revises NOA # 16-0316.06, expiring December 1.6, 2017. 2. Statement letter dated 11/09/16 issued by ES windows, LLC requesting on eyear 4"livnal approval until completion of the test proposal # 16-0940 and agree to repleda�l actLon�ghould ; •' • •; the test is unsuccessful, signed by Samir Sabagh (Engineer -ES) • • • • 3. Test proposal No(s) #16-0940, #09-0225 dated 06/17/09, # 06--0411 dated 07/31/07 & 02/06/06 approved by BCCO. 4. Distribution agreement between Energia Solar, S.A.-ES Windows and ES Windows, LLC, dtd 08/03/15, signed by Ms. Carla Garcia (MGR) and Andres Chamorro (Gen. MGR) respectively. 2. Evidence submitted in previous file #17-1114.03. A. DRAWINGS 1. None. B. CALCULATIONS 1. None C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass 0 Interlayer", expiring on 07/4/18. 2. Notice of Acceptance No. 16-117.01 issued to Kuraray America, Inc. (Former E.Y. DuPont DeNemours & Co., Inc. for the ".Kuraray Trofosil Ultra clear and color PVB lnterlayer (Former Kuraray Butacite ® PVB interlayer)", expiring on 07/08/19. E. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5111 Edition), FBC 2017 (611 Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 08/01/16, signed and sealed by Javad Ahmad, P.E. F. OTHER 1. This NOA renews NOA # 16-031.6.06 for one year, expiring 12/16/18. 1. New Evidence submitted A. DRAWINGS 1. Drawing No. W04-51 Rev M, titled '`series -3000 Alum Outswing French Doors (LMI)", sheets 1, 2, 2.1, 2.2 through 5, 5.1, 6, 6.1 and 7 of 7, prepared by Al-Farooq Corporation, dated 06-10-04 and last revised on DEC 05, 2018, signed and sealed by Javad Ahmad, P.E. Ish q I. Chanda, P.E. Product Control Examiner NOA No. 17-1226.11 Expiration Date: December 20, 2023 Approval Date: December 27, 2018 E -2 E.S. Windows, LLC r - NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED•'; 2. New Evidence submitted(continue) B. TEST •••• •••••• • •••••• • • •••• 0000 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ": :"' ""' 2) Uniform Static Air Pressure Test, Loading per I B(o.'f;AS 261-14 3) Water Resistance Test, per FBC, TAS 202-94(ste Shot 2) . 000000 4) Large Missile Impact Test per FBC, TAS 201-94 • • • • • • • • • . • • 5) Cyclic Wind Pressure Loading per FBC, TAS 203' 94' :. ' 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 •'" Along with marked -up drawing and installation diagram of aluminum Single and double doors outswing French door w/ Sidelite (OXX), prepared by Blackwater Testing, Inc., No. BT-ESW-16- 011, dated 03/16/17, signed and sealed by Constantin Bortes, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis complying with FBC-2017 (61b Edition), prepared by Al Farooq Corporation, dated 09/15/17, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass 0 Interlayer", expiring on 07/4/23. 2. Notice of Acceptance No. 16-117.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Kuraray Trofosil Ultra clear and color PVB Interlayer (Former Kuraray Butacite 0 PVB interlayer)", expiring on 07/08/19. E. STATEMENTS 1. Statement letter of conformance to FBC 2017 (614 Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/15/17, signed and sealed by Javad Ahmad, P.E. F. OTHER 1. This NOA revises and renews NOA # 17-1114.03, expiring 12116/23. Is aq 1. Chanda, P.E. Product Control Examiner NOA No. 17-1226.11 Expiration Date: December 20, 2023 Approval Date: December 27, 2018 E -3 I W 11) MR710R5 AT NEC. STIES AND MULLION ENDS 35 3/16- 76' MAX. [LINE WDTH .,--MOOR FRNIE iAAi I rj r" U -.- \'i:1usH Ii :S7LT� ' \ i� /i RUSH BOLT 35 e SIDEL SURFACE APPLIED FALSE MUNTINS MAY BE USED • . ..•. ....•. •.•.•• • ...... . ...... •...•• .••••• •.•• ...• . . . • • • .•.. •... •.••• . . ••.•.• 94, ••.••• 00 000000 •• • • •. • • _—_-. FRWE MOTH (4) ANCHORS-- 7S• ..�� I MTG. STIES U190R oaHc: MDn+' f 11 T-- t i T �� _-ir_-__ / I ]'POINT � LOCK \ I 5 i� I i� I 1 BOLi, 'BOLT, \ LOCK SHEET 2 /r FOR CAPACq ,r1 1 t tom—= �. 5 I L 29 5/fYn. �.---U.L OPG. tt SEf n FOR CAPA 33 S/16' OPO- 361770, . DR HAM 2 PIECE HINGES -PARE iiNp LIAr WIDTH ( O%%0 ) 1] 5/16' -sa SHEET LOCK OPTION /1 PANEL MOTH--� FOR CAPACUY2 MAX. FRAME AREA NO' TO EXCEED 97.58 SO- FT. PER FBC 2014 RI -3D00 ALIiM OUTSWINr.-MN'CN DOOR A L NATIONS APPROVAL APPLIES TO SINGLE (x) AND DOUBLE (X%) LEAF DOORS TESTED UNITS WITH OR WITHOUT SIDEUTES. SIDE UTES CAN BE ON DINE OR BOTH SLOES OF DOOR. THIS PRODUCT H45 BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BURRING CODE --' THESE PRODUCTS ARE RATED FOR LARGE 8 SMAL M155RE BMPACT. INCLUDING HIGH VELOCITY HURRICANE ZONE (IM`). SHUTTERS ARE NOT REQUIRED. _ IBY OR 211Y WOOD SUCKS k BUCK FASTENERS by OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS INSTRUCTIONS: TO THE BUILDING STRUCTURE. USE OYAfS AS FOUDWS. ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS AND wwAu D PER MANUPS INSTRUCTDNS. SPECI7E0 EMBEDMENT TO BASE STEPDEEFRYIIff DESIGN BOND IDID REDARF:NFNT INISEo YATLRIPL SHNL SE BEYOND WALL DRESSING IXi STUCCO. ' -1 ON WIND VELOCITY. SDO. "EIGHT. WPD ZONE A LOAD DURATION INCREASE IS USED IN OE%N OF ANCHORS INTO WOOD ONLY. USING APPUCASE ASCE 7 STANDARD, ALL SHIMS TO BE HIGH IMPACT. NON-METALLIC AND NON-COMPRC598LE. STEP1' TOP SMXE (X) AND DOUBLE (U) DOOR CAPACITIES MATERIALS INCLUDING BUT HIM LIMITED TO STEEVMETAL SCREWS, THIS SEE SHEET 2. USE LONER VALUES FROM GLASS, "WrtS' LACK AND COME INTO COMACT WITH OTHER DSSIMCAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BIDO. CODE k ADOPTED STANDARDS. FRAME SILL OPTIONS USED. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PRDADE INFORMATION SEEP 3 FOR SEEM PANEL (0) CAPACITY SEE SLEET I.1. FOR A SITE SPECIFIC PROJECT. Le LIFE SAFETY OF THIS PRODUCT. ADEQUACY OF STRUCTURE RECONNC THIS PRODUCT AND SEALING AROUND OPENING MR STEP 4 MR SOEUTE COMBINATION BOH DOOR OR SIOUITE SEE MULLION CAPACITY CHART ON SIEfT 2-2. WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN ' THIS DRAWING ARE TO BE ANALYZED SEPARATELY. I STEP 5 THE ED VALUE RLMTSO FROM STEPS 2. 3 AND TO BE REVIEWED eY BUPJ" OFFICIAL. AND 4 SWILL APPLY TO ENTIRE SYSTEM. C14% 1 PNOT HINGES a Sze SEE BEET FOIL CAPACITY E'y - FFii �i G w- OG�N O��ea Q CW 4 Oso�gqi IO a�0 d IQbS�f� J LL z n D L CPR. Ski. LOCK OPTION #2 NOTE: 41{ n RUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET S. glg� !j DOOR LEAF MOTH (%) - FRAME WIDTH - 2.8125' .. DOOR LEAF WIDTH (%%) a (FRAME WIDTH - 2.3757/2 01'Ir DOOR LEAF HEIGHT - FRAME HEIGHT - 2.500' n of SMELRE PANEL WIDTH - SIDEUTE WIDTH - 1.B75' '!Itl 8 � m•BUcrltv%Ed AAWVMrI 17_/z �•:/ I a �� ii i... NA(4Ar a y�>.e23 = TOM '- =L ==ro ec 5,2018,�{(���, L-�---- � 6TATE OF ' Gyp+ �' drOWKiq no. \,oaw� W04-51 LOCK OPTION 1 & 2 FRr •NE WbTN� I G . . .... ...... ...... . ...... .... .... . . .... .... ..... ...... .... ..... •• .. •.•• •••••• 00 DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) GLASS TYPES HINGES LACKS FRAME HEIGHT INCHES %FAME ,MATH LILIES A . .. & D E%i. (+) Hff. (-) 'C' & FA1 (+) pfT (') EXi (+) klT. l ) 'G' k 'H' EXI (t) TNT (-) OPTION 'I' E%T. (t) M. (-) '2, & '3' EXT. (+) NT () OPTION 'I' EAT. (+) LIT, (-) OF"fIUN '2' 95-3/4-i/2 ]OA B00 900 900 100.0 1200 )0.0 800 900 900 90.0 80.0 00.0 I 1200 100.0 120.0 7O0 80.0 ]00 800 100.0 I tOp.O ( 1200 I 1200 J9-8/e 900 90.0 t000 120.0 70.0 800 NOTE: LOWEST VALUE SELECTED FROM OPTION WILL APPLY. DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) GLASS TYPES HINGES L.00I(S FRAME ,� A D' k 'D' 'C. & 'E' 'F' 'G' & 'IT' OPTION "1' T' k '3' OPTION '1' k '3' OPTION�O: EAAME IIEICMT INCHES INCHES FAT. (+) INT. I-) EXI. (+) M- (-) E%1 It) INf () Elft (+) IM. (-) EXT. (+) MT (-) IXT. (+) WT. (-) F I+) Wt. (-) (+) 71-3/470.080.0.9p.0 — -- 90.090.0 900 700e00 10.0 _r B00 M900900 9Go 90.D-- wo I 900 900 90.0 70.0"'19 90.0 90.0 90.0 HINGESTHREE PIECE ALUM BUR HINGE BY 'E.S. WITTIMS' (3) HINGES PER LEAF AT it` FROM TOP & BOTTOM LOCK OPTION 1 k 2 AND AT MIDSPAN FASTENED TO DOOR FRAME AND LEAF WITH /10 X I- FH SMS (6) SCREWS AT FRANC, (5) SCREWS AT LEAOPT" i2FADE MOUNT 2 WING PIVOT HINGE BY 'MASTER ACCESSORIES' WITH EXTRUDED ALUMINUM BASE, DIE CAST ALUMINUNOTE: COVER PLATES. ST. STEELPIVOTS AND FALV. STEEL GLASS CAPACITIES ON THIS SHEET ARE BRUSHES AND SCREWSBASED ON ASTM E1300-09 (3 SEC. GUSTS) (2)HINGES PER LEAF AT 12" FROM TOP & BOTTOM AND 0RIDA BUILDING COMMISSION FASTENEDTODOORFRAMEANDIfAFWm1DECLARATORY STATEMENT DCA05-DEC-2195/i6-24 X1F1IMS (2) PER NTNCOPTION ilSERIES BOUT (DR HNW A701) DE CAST ALUMINUM TOM" BY'DR HAI F2)A HSTENE�TO D REFRAME AI FFROM R TOP& BOTTOMD L OPENINGS: (2) 5/16-24 X r HEX DRIVE FLAT HEW SCREWS D.LOHEIGHT - LEAF HEIGHT - B.1B75' (STD. GOT. RAIL) D.L.O. HEIGHT : LEAF HEIGHT - 11.9375'(HI RISE 801, RAIL) D.L.O.WIDTHLEAF WIDTH - B.625' wlDTnsFRAME MOTH LEA WIDTH DAYIRE OPG_ 26-1T/t6_-t3]-1/2" 34-11/16`1/NOTE: DOOR WIDTH AND HEIGHT MUST COMPLY WITH EGRESS REQUIREMENTS PER F8C WHERE REQUIRED. HEIGHTS: Mtt�--I LOCKINGji"I!fAj(lIw ACT!TT, IFeF: SURFACEOUNT DEAD BOLT LOCK BY 'YALE' AT 45' FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTNE LEAF LOCK STILE WITH (2) 1/4-38 K 2-1/2" OR MS LEVER TYPE METALLIC HANDLE AT 37- FROM BOTTOM, FASTENED TO ACTIVE LEA LOCK STILE WITH (2) /8-32 X 1-3/4' PH M5. CONCEALED FLUSH BOLTS BY 'SUL.LNAN & ASSOC.' MANVAL.Y OPERATED LEVERS MOUNTED ON STU FACE. LOCATED AT 12' FROM TOP AND BOTTOM FASTENED TO LUCK STILE WITH /8 X 3/4` FH SMS (2) SCREWS PER BOLT OPTION i2 3 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39" FROM BOTTOM HANDLE ACINATES DEAD SOLT AND SHOOT BOLTS ENGAGING AT MEAD AND SILL KCY OPERATED ON EXTERIOR AND THFUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 18-32 X 2- ON MS OPTION A3: -POINT MORTICE LOCK SYSTEM BY WTERLOCK' AT 39" FROM BOTTOM HANDLE ACTNATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) /8-32 X 2- OH MS IAIA71IVE (FOR USE WITH OPTIONS 1.2 AT 3) CONCEALED FLUSH BOLTS BY 'SULLNAN & ASSOC' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 12' FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH 08 X 3/4" FIT SMS (2) PER BOLT 0 80090.0 w�]�g.jliFj4T&1TLoN LMITaTIQll3; WHERE WATER "'ILTRATION RESISTANCE IS REWIRED ' LIMIT EXTERIOR LWDS FOR ALL CASES AS FOLLOWS STD, SILL T .700 PSF (X & XX DOORS) HI -RISE SILL - +90.0 PSF (%X DOORS) +100.0 PSF (X DOORS) EXCEPT GLASS TYPES 'G' & 'H' REWIRE HI -RISE SILL 11 FOR ALL CASES. 7 1.900 i ;a7P SILL .Hl_RISB_&144 mm11"I'REV11" ..,ww.g ATk.meF AmW.eC n. .. izzt I Cak. 70562 rllc 5,2018 DESIGN LOAD CAPACITY - PSF GLASS TYPES FRAME HEIGHT FRAME MOTH .A..•E• 1'T' '1 A EXT.(+) IM.(-) EXT(+) 18tt.{-) EXT.(+) IM.(-) EXT(+) W.(-) F7./IN. INCHES 33 700 n0.0 000 90 _0 900 900 700 B0.0- J6 � ]00 80-0 87A 870 870 870 200 80.0 6/10-t/7 - 39 700 800 80 J 803 803 803 700 800 700 T46 748 748 746 7fB 700 74.6 _44 33 .v 700 80.0 900 D00 900 900 T00 �]00 800 7/0 __ - 700 700 800 B0.0 870LLB]0 803�-803 810- 80J 9q0 _ 870 B00 900 �700 �/00 _ 800 n0.0- -- JB �..__ 700 800 876 87.6 n/0 >6 MO - 80.0 -- BTA n).O B7.0 87.0 O'L. OP NI -S D.L.O. HEIGHT m LEAF HEIGHT - 8.1875- (STO. SOT. RAIL) O.L.O. HEIGHT LEAF HEIGHT - 11.9375' (HI RISE SOT. RAIL) D.L.O. WIDTH PANEL WIDTH - 4.000' 3/18- H.S. GLASS 090' IMerbyer \Sm1ryGb. \By 'KYrOrey Amafiw, Mc. ' 3/16" H.S. GLASS SILICONE F 1\l if OOW511. 795 GLASS 'TYPE H.S. CLASS S. VyGMlleoya \ BY 'Kuraray Amariea, Inc.' 1/6' MS. CLASS I� � /SILICONE 31 {l— it ri GLASS TYPE �3/18' H.S. GLASS 090' Interlger Troailel PVB \ BY 'kur9roy America. Im'. 3/18' H.S. GLASS DOWSIL ]95 I � GLASS TYPE 'B' 1 H.S. GLASS .090' IAIw bye' $MiryG \ \By KwoYay M:erica. Inc' 1/6' M.S.. CLASS \ 1 SILICOK DOWSILL 795 'F' GIASS TYPE H.S. GLAss 090' Interloyer \TroMiol FLAB `\By 'b,re.ey AmeHw, mc. �1/8' H.S. GLASS DOWSIL 795 N �/311 $ `t GLASS TYPE 'C' L 1/8' H.S. GLASS 090" Inurbrer \ -Sofbx Ckar Md Cobr G,_ \; BY 'Eoatmw CMmical Ca.' \\ .- 1/8' H.S. GLA96 SIXONE \ R �DOWsII 795 6 36 GLASS TYPE 'G' FLAZ4*R-Qu1m K�ITEB JL{�71,TSATLQSJJMITATL4N�: WHERE WATER INFILTRATION RESISTANCE IS REGLBRN LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL a .70.0 PST HI -RISE SILL 90.0 PST I 1.500 ,R.TA,�lLb Ii1_EJ� SAd 1/8- X.S. CLASS 090" 9NeNRyer \ TroaBoi PVB 81 'kworoy Amerca, iw.' "\ r5/32' H.S. GLASS § II v 11 GLASS TYPE 'D' 3/16' H.S. CUSS \.090' Intetbyer Sefkx Ck9r NM Color S' By 'Eoatmon CAemic9l Co."' 3/16' H.9. GLASS 7TL(I('�/ljl(.�/�DOWSIL E795 GLASS TYPE NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 owm1c f NEYIeBY —,Iy? 6wRA MM 61a116a bw6btiCads aft tzzb• 1} 7059Y E, ri SE OE � _ki �� �drowinC M� W04-51 1 ON DESIGN LOAD CAPACITY - PSF SIOEIDE WIDTH INCHES FRAME HEIGNT FT./N. DOOR TO sin MUTU3ON SIDCWTR TO 'MELLTR ML1fl UWREINFORCED C"(+)/RIT.(-) REINFDRCED E%T.(t)/IM() IiEINPDRCED 21 30 33 36 3g 42 6J10-t/2 80.0 80.0 90 0 _ -� 80.0 80.0 (q.0 W.O 80.0 8(1.0 79.2 80.0 80.0 90.0 90.0 _ 800 2s 30 39 70 BO.o BO.o 9O.o_ _.._ 774 80D�._ 90.0 111 21 2a 27 30 33 m 5/0 71.2 80,0 90.0 67.7 64_5 -61.6 58.9 r—BOO _-_ 50.0 7x,1 --9010-- 78 70.7 _. 58 5 542 71.33 88.5 (Dzx0) (O%0) . . .... ...... ...... . ...... .... .... . . .... .... ..... ...... .... ..... .. .. .... ...... . . . . ...... \ \ ODOR i M1 fRA1tE I Stl)EUTE. I SIDED W+ n ( xO0 ( Oox IE WIDTH .._- iE SIOELRE WID7H n ODOR FRAME � MDTH _ _ � �. SIOEIfTE •• W'�01_M _ f DOOR FRAME 1„___ WIDTH � son 'M107 iNRE*00r O REPDX)RCED txlDa m a,., ne M W I wwSIDE, Oxx ; ( oxxo ) XXO FORCED ^o NOTE FOR DOORS CAPACITY SEE SHEET 2 FOR SIDE.ITE CAPACITIES SEE SHEET 2-1. FOR SIDEUrrE MULLION CAPACITY SEE CHART ADOVE LOWER VALUES FROM DOORS, SIDELITE OR DOOR/S;v-LITE MULLION CHART WILL APPLY TO ENTIRE SYSTEM. SIDEUTE WIDTH _ ..__.. ._ SIUTE_WIDTN 39 s/8" MAx SINGLE (x) DOOR MOM SWEIRE WIDTH ' 39 5/e MAx. . ..�. - _SINGLE (x) DOOR WDTH —_ SIDE SIDELITE I DOOR FRAME ( xxDO ) ( Doxx ) ^RODMC F ME"dm Wft"RwRY ®z cl.�a W.r'tp# CAMP �7eM ry � SOS 20189I TIE OF` drDwmS M. W04-51I enebt22of 7) 0 . . .... ...... • •••••• • • •••••• •••• •••• • • •••• •••• ••••• •• •• •••• •••••• • • • • •••••• TYPICAL ANCHORS SEE ELEVATIONS EDCE GIST. TYPSEEICAL ANCHORS FOR SPACING T� �'NOOD BOCK FOR SPACING £:___ A 2t' t q 1 \� ♦ ¢9 { \�� U 0�19 p 16 21 a j 21 TJ 0�04 ION I 7 3 c I {} THR BOLT' ET Y=, ty1p I PENEIRATWN 1 201 9 j , \ OPTIONAL IMIN r h 1 j' a` a R 34^ i az z l I a m�I F � � I � a tJsnak'I { I I { Ji I i -MDWCE AEVIM 3 SNAPPED , INTO SIL1 _� ?f" .� t ��� _ ..• I I ipA JS a 18 �}'� I .�L(22 APPLICABLE 10 sTArO014AerAH�w'8�',��F J Z1 iE �✓ 2121j .- r3 AND OPERABLE UWTS 14 APPLICABLE TO STATIOtYRY TYPICAL ANCHORS AND OPERABLE UNITS l ` TYPICAL ANCHORS 3/t6- % 1-1 2- / SEE ELEV. FOR SPACING Dec 5.201E 4'_� -SEE ELEV. FOR SPACING J/t6' % t-t/2' YrEEP 5"'T 1 STATTEOF >L Brewing no. KEEP SLOT 3/ SLLL AT %% DOORS- 7 1/SEE AT SIDE. I/ SXL AT X DOORS f ACORIW ,,�''•.,...._. ,,,% W04-57 B.Ti�T3-QL79.7iY 172�1:CS .4L'r:iiA91.�—I17v-IT..t" �__^ y . . .... ...... ...... • •••• •• •••• •••• • • •••• •••• ••••• •••••• •••• • • ••••• •• •• •••• •••••• •••••• • •• • • • • •••••• • • _EOCE MST. ANCHORS iYPICN. ANCHORS _-SEE ELEVATIONS f'SEE ELEVATIONS I w ' 'DR SPA.NG r FOR SPACING E_OCE DK1. % METAL 1 n M--GAGE COUNfi' APPKOVEO 0 rt n STRUCA PE BELOW) SEE SEPARATE N0A ANCHORS fi i 1 EDGE 051. 1 0'• I� WOOD BUCKS AND METAL STRUCTURE NOT BY E.5. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM S $7 AND TRANSFER THEM TO THE BUILDING STRUCTURE. 3 tl AA ttPIANCHORS CAI ANS Q SEE ELTYP FOR CHORC ]/{ _']'} JT]CAL A.VCNQR.�: SEE ELEV. FOR SPACING " DIA. UL1RA� BY •FICO' (fu 11 KSL Fy-155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) y 9 THRU i BY BUCKS INTO CONC. OR BLOCKS ° 1-i/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) i-1/4' MIN. EMBED INTO BLOCKS (JAMBS) g DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (MEAD/SILL/JAMBS) 1-3/4" MIN, EMBED INTO GROUT FILLED BLOCKS (JAMBS) �w i 3� 4 euc OR SET c DR HN: STREWS (GRADE 2 CRS) I 1 N N Y N INTO MIAMI-OADE COUNTY APPROVED MULLIONS QQ :� OR Y"�m% INTO METAL STRUCTURES (HEAD/JAMBS) Z_ 3 d , (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 3 Z 4 ' ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) ppg 1 yr�V N¢ STEEL IN THK. MIN. N 38 K51 MIN.) CO (STEEL IN CONTACT WITH KUMMINUM i0 BE RATED OR PAMi1ED) l TYPIbLL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. I 1 1 INTO WOOD STRUCTURE 7" MIN. S)S�M iI INTO METAL STRUCTURE 3/4" MIN. WOOD AT HEAD OR JAMBS SC - 0.55 MIN. S (� o{F CONCRETE AT HEAD, SILL OR JAMBS PC a 3000 PSI Mkt. I� C-MO HOULIW/FILLED BLOCK AT 4 M85 I'm . 2000 PSI MIN u' c $EALAI;TS; 1 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH, o o ti R F WHITE/ALUMINUM COLORED SILICONE. ° d wulDucrMEvr® .'�DEWSF'',. 7­1 Ry�rATyw - - S 1 WiJ�i Te OF /If a wmg o.V eneec 4 ot�7 . . . .... ...... ...... . ...... ...... .... .... . . .... .... ..... ...... .... ..... .. .. .... ...... ...... 00 . . . . ...... . . ...... .. . . .. . 0000 MAX I'D x ]/t' SMS �, CONCEALED RUSH BOLTS // AT 10' FROM EALH END j IB1 .�11 E-O 6' fBOM END-WIM IEbFRS W! STKF fACEMA%. �,. 510ELRE PANEL WIDTH +. / J OVEPALL FRAME W101H EXTERWR IYPKAL IIICf10RS OPTIONAL RENFORCWO s EIEV. SEE $HEFT 1.] FOB GtPACm ( oxXa ) fOR SPACING -- 9E' x x .ST % FULL LENGTH T CHANNEL PAIN (CARBON STEEL TO BEE PLANTED OR PUTEO) ] Mtlli LOCK SYSTEM _1 `G� { POWi LOCK SYSTEM (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS MUST BE ENGAGED WRING PERIODS a i %ft . OF HURFHCANE WARNING) 0 r CONCEALED FLUSH BOLTS ij'2 AT 10' FROM EACH END W{M LEVERS ON INSIDE FACE __. W 78' IN-ACTIn 180 �j n Kj M 1 Ij} 8 llC J � x LOCH OPTION Al �I 1U n CONCEALED FLUSH GMTS 17 AT TO' FROM EACH E-No IIEYCR51'Mt118a PACE ON -� N p •O �I ACTIVE LW - I - T —_��^ IN-Amw 4w / I OOK OPTIONS 412 8 A3 A•tAL•F� � _ !z2 •11 (� . iD8B2 `. - x �, {(3 Cap4WYPAM '� _M ti/ :T�IM1Cg��;'b 9. Dec 5,2018 Mtr/AWY ~ l\ MTEOF � i Oro—g nO. • ...... . ...... .... .... . . .... .... 00V e ...... .... ..... 00000 .... ...... :00:0: • .. . . •• vq TYPICAL ANCHORS SEE E2EV. \ FOR SPACING IB1' 1/4- MAX. i` Cw000 BUGt .� i•..-SNM ZO ro \ i sNw sa`Ace sw 28r wow ACCC W 1 1 ` TIVE MAP OR RE f�.� 2�j,�/) i <� tC� �_ i � SPACMC \-5 NEEGE OPT S /TYPICAL ANCHORS I SEE SHEET 5 -SEE ELEV. FOR OETARS LEY W1OlH k L_METAL FOR SPACING �__.. STRUCTURE ( I FRAME WIDTH EXTERIOR LOCK OPTION i. 2 OR J j ( X) OPTION I SHOWN 1 j 30� optroNN. TRW ..� zap I W n 3 kJ' ( 0-0 ) OPTIOINL REINfORCMG S,DELTFE TO SIOEUTE C SEE SHEET 2.2 FOR CAPACITY91 ` M FULL LEN". 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