The URL can be used to link to this page

Home My WebLink AboutNOASCANNED BY MIMI OADE St. Lucie County • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION LLC MIAM-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 m .miamidode.eav/eeonomv 3133 rolreP'Street FILE COPY Pembroke ParrFL 3 k, 3009 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Atlantic Series Aluminum Sliding Glass Door — S.M.I. APPROVAL DOCUMENT: Drawing No. W04-80 Rev L titled "Atlantic Series SM 130 Alum Sliding Glass Door", sheets I through 8 of 8, prepared by AL Farooq Corporation, dated 09/10/04 and last revised on DEC 07, 2017, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. )\WSILE IMPACT RATING: Small Missile Impact Resistant Limitations: 1. See Design Pressure (DP) ratings with glass types & Reinforcing in sheet 2. See DP ratings of anchor types in sheet 3. Lower Design Pressure Ratings shall apply to entire system. Positive (Exterior) DP shall be limited.to sill height per sheet 2. 2. The total tested frame area must not exceed 180 sq. ft. per FBC requirements. 3. All SGD doors containing operable panel (XQ require channel reinforcement (item #31) at Bottom Rails. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official- - This NOA revises NOA #14-0807.18 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. ruarlwnoecou�vrr NOA No.17-1218.21 ��P7n7, rn Expiration Date: December 24, 2019 Approval Date: February 15, 2018 ,pA Page 1 ti\S EGS International, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections.(Submitted underNOA# 12-0131.14, 09-0520.07) 2. Drawing No. W04-80 Rev II, titled "Atlantic Series SM 130 Alum Sliding Glass Door", sheets 1 through 8 of 8, prepared by AL-Farooq Corporation, dated 09/10/04 and last revised on 12/18/14, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under files# 12-0131.15/#09-0520.08) 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Smal Missile Impact Test per FBC, TAS 201-94 4) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5728, dated 10/10/08, signed and sealed by Carlos Rionda, P.E. (Submitted under NOA# 09-0S20.07) 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 FBC 2411 32.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4183, dated 05/18/04, signed and sealed by Edmundo Largespada, P. E. along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2652, dated 05115100, signed and sealed by Aldo P. Gonzales, P.E. 3. Additional referenced report FTL 1622, per SFBC, PA 201, 202 &203-94, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Late Gilbert Diamond, P.E., along with addendum letter dated 05/01/98, issued by Fenestration Testing lab. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, 5's Edition, prepared by Al Farooq Corporation, dated 07/23/14 and revised on DEC 03, 2014, signed and sealed by Javad Abroad, P.E. 2. Glazing complies with ASTM E1300-02 & -04. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1231.08 issued Eastman Chemical Company (MA) former Solutia Inc. for "Saflex CP TM - Saflex and Saflex $P Composite Glass Interlayer w/ PET Core", expiring on December 11, 2018. —1shaq I. Chanda, P.E. Product Control Examiner NOA No.17-1218.21 Expiration Date: December 24, 2019 Approval Date: February 15, 2018 E-1 EGS International, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014, 5'h Edition and letter of no financial interest, prepared by Al Farooq Corporation, dated 07/04/14, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance as part of the above referenced test report. G. OTHERS 1. This NOA revises & renews NOA #12-0131.15 expiring on December 30, 2014. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W04-80 Rev I, titled "Atlantic Series SM 130 Alum Sliding Glass Door", sheets 1 through 8 of 8, prepared by AL-Farooq Corporation, dated 09/10/04 and last revised on DEC 07, 2017, signed and sealed by Javad Ahmad, P.E. Note: This revision consist of editorial changes of FBC 17 (6'h Edition) code compliance. B. Test 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. 14-0423.16 issued Eastman Chemical Company (MA) former SoIutia Inc. for "Saflex HP Clear and color Glass", expiring on April 04, 2018_ F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6'h Edition), dated 11/14/17, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. IL OTHER 1. This NOA revises # 14-0807.18, expiring 12/24/19. Ishaq L Chanda P.E. Product Control Examiner NOA No.17-1218.21 Expiration Date: December24,2019 Approval Date: February15, 2018 E-2 "pigg A^E - F'3j 8NM gga„ 34 F Pe film jM in ig Key G'95�^ a5 _ qa z o ® r _ PIS 6 i oQ 3 g F q ai X. R /„ m �' nD r. D y N � � IANYIIC SWlSm1W IWY. 9L415 W4 A°°R A4FAROOQ CORPORATOR a '' A xEFAB6AwMNfOEVFIY = d e a s sac a s Cos IM RmmoN LLC f .p OWN _Hy IL 9amwxsEfmlV¢. av1163w o f y ]t]S S.W. E PM $IRF£T iwq oAvii] (utl, a¢ae/ C q, PEMBRONE PARK. FL JJ009 Pm�aux,ae ru Ponva¢m yp�R k 8@Y@Su\ffikY@k4@SG k SkkYBk Yk,Ekk YSGY86G\kkw@5Y5bGkk: gig { n I bgg$fagI' b 'blab@6b81 u ale $tt�bgHl®�_yepg@$Ra��b6J@o@o e o o ebe6 ba n' �yo 'g��lgggg' ogeoaxa"slce�b�d$'>e"sig�e�a�g>��e��e?9 e51g GCS 2 K gig Xtt S-Matt a. I a ------g�g � g �ggbgeYgg 'k -_ � Ige 5ttgg'Cee#C g � b , o a 'tlkogo e- a' iaklksa 11;aa �fttt g gg igg 'g ge":a- kttgk - nttn kKk'tl% as e' oipl ag', %eg a ge-ogg __ gg # gg!,0 30� y g R@bS`kkkk Y@SS�k XRggP .33V pi Ij, I+I I �31 I S�� n Ebbggggo�+mgggaegb� � Vc m • •'k kk kkCktl ylSNtlgk Yki bbbubbob'Ibbbb ibbb� 66 ymP $'_� 3 gi6�a YS8$� g �9g p !l p64m!t yye� '(aj�22•.��.. OS R IIIIIII� }- ANM3 v$t w �H AOIEE als woq A4FAROOp COPPOPA110N ''T° °`s"'T '� ro _ EGS IMERMnONPL, LLC wmwHssr�ai •r Tsnn III' STR I.alm 3133 S.W. ]5TH STREET nfuK in (uW. .BeBn) PE40RONE PMK, R JJ009 pomaBlaaae laalycesm M) P K, ` I-,.ILR. fN. (Bw) ew-mL ... FB yw�&IELS p m10 rYICIxY _ PA Ww06 Y1lP xOp )rva wPIdN _ ly • a . I.u:m®. a Amw -WXAL-Mag $1 ROO BEV. PDF AAMNNO r AT B&W — • 4E 'A'- 1/a• o l er m• Nnm W h-fss uN �y Fj 1 l� 1 TW ♦ e' A Aamm A M® aAme oew el�w rtR ew Av vmrx my ew Din .w ,M..® RaTROsas[u rt , 7'ST�1-TPllx PExElPwnax I OC ni:' _ N, 1-1 m. (-, m. (�) ImA x. M. (.) Imo »I. (.) m, (.l IxrO W000 TNRU IBY BUGS INTO CONCRETE - f 5 xs Imo Ra. leo.o m ,soa Iwa 1O mo IFA Ibn - 1_x/a' MIN. EMI INTO CONCRETE p QQ gg$ N`8 m pp 1xn) 1aT ,mp TfPE 'B'- OW «_TR— _ gr 'CO' pwI»9M1e3lap 6 MU. Imo I. RM. IwD I. 1 I. ]e-,/s In,2 Ina ,ma )RE Iwo ETE gag ,u] Iws i lus u w u Iu] Ina I%W 1-]/a' YIN, f11BE0 I 1-3/4- MBED V m Ima Ima « III Im.e w.e Iws m.e Imo 1bn PEE •0•_ ,/4• nY [nF M. WK FG(NAME e +mp ,mD MOD D 5. I.A +inn +mo 51 924 pxa ,m0 INTO MWJI-OADE COUNTY APPg04ED MUwONS o se m m w 2a ma I. I wa 06z I. ma� Il1T +bD aR IN)0 YErµ $MIN. TO 6 END RETIRE A- ixftFAGS YIN. To FUm ( Bfl'ONO IN.) IKKNNE55 I ALUYW 1/B' TNK. WN. (90B]-TS MIN.) p LL 8 `fu ✓e°S Ia4 +a4 1»A Ia. xl 'Ira WO +wD MOD __ ._-__.-... 1Q. +gp Imo STEEL 1/B' Txx. NW. (Ey = 36 N51 NW) 1/ � m ...'... ....... ..... - 1,eD nea (sin x CMAR ,mx NDuavu m x BLAI[0 w BNmro) »-,/. Ierr_ Iszx -Ni5 ,aap ]e-1/1 1m ua: naa —•—'—•—•—.—..-_ ..-...__ -- - tl p9 w vYd +inn I.bn ,nf +mo a w Iwa w_ Iws __YI.) ,bn Igo r — —ar "LL —. ME'W- Ile QIA ^,Nu'ON B! CO' Ve-In All, ry-n5 AR, 'I _ �iV an Ime I».> I= Z)a 1gA ,mA w w 5. eea p,A 845 IgA nla DIRECTLY INTO CONCRETE I 1J/4' MIN. EMRED 111. Inp N, — •a'- 1/4• al LLKEOM MY •»m• . x. IFtn wn ,nY_ mo ,wa wn .TYPE (N-m q Frlm M R INTO zBY Mnoo sinus w Mow smucrONw 1-t/Y YW METFADON INTO MDyt1 w _MOO I.A ,inn +b.o eels ANCHOR MES A B• C APPLICABLE AT HEAD µcc ME B APPYCABLE AT SILL I C.-TRRJ IV ELKS INTO CONC. oR ELM" N .. Ma 1-1 4• MIN. DISED INTO CONC. OR 8=0 m x wn »xa - i»a- +�o m MEW- OLL m' (n.1» x5( rpISS RY) W n p nae 11. 1 y DIRE INTO CONN O DNSMLT INTO MOC � nw1 ao 1.+ wT ! m4 ina la/a• ulx. FMBFD Lmo coxwETE WEED T CONCIr`ORETE �1�.1/_4 tiIe[n luro etous 4 x ,b.0 M ;moo 1 �ulN 1ypE C'-�i'IS.U`tR+p �_ tinlLllua t[RfWS (CMZ a 4R) IP(IOL[fRT'R➢ H vL ,go ,ma m N PIxO MWII GDE WUNIY APFNJJED uuwQ4s I 0 WEY4 n a N F'I Jv I/ Imo 2n0 WE, NETµ smuCNRES IIffi+O%Iµ1B5) I I NISM.42 2 e'pbuwA O ' pIfi E'f �... T ;g9 .e Iw 1 s nm Imp (]) THREADS MIN. TO EI(IEND BEYOND METAL TNIgfNEA y5 N - u30 IRC ;mm0 sp ALUMINUM: 1/8' THK NW, (6D6]-75 MN.) $REEL•: I/a. THN. UK (Fy - 36 xSI MW.) mI(� �4M I�'V 5 5 w ( x CwNIR M*" XLMMW ro eL rulm pu CDN .T) J L _ .. Iw Iwa 1wa 121. Ina w — ..yaOR FSE W'f4p[R — —.—.— — — Imp MA S . z_ _ 1/z'NIN. YRK _ l• C-y o 7 2R1A1 u g Imo mp Im 1]Op ,mA +mo e.:._..._ Ibp Ifhr IgA I. IgD ImA N INTO 51fl1KOIItE 3I4 MIN MOAT MGp. $LL 01( JAMB$ SE - 030 MIN. Iw _ itA. im +m. CONCRETE AT IfM. SILL OR AWBS rc = ]fq AN C-p0 Nd1pN/faLID BILtlt AT YYBS !m - 2000 FA MR. .D MR.l ,m. ,WA sA jµ[ C pa va w pap anp I. mA OI Gntuy ^ w »a inn ,na �rap ANAL W04-80 met m _ 01 16LLW.. DNWN ,Hdb.S lu �DLH�,W �MRNP9 6D: �T. iW�p✓� NL JOINS PNO FLOW VUCCNE. $FNF➢ WIIX WHRE/.LLUI9NUN COI➢RED OP MDE. WU PI FNGK S16ES TOP PNO BORONENDS i1LL£D WRH EYPINDMG IIREfINNE fOAV. N WSTA LION MCHOR HMS TO 6E SE D k EIPOSED ANCHORS TO P_ WPM BUTTONwIM ALUM BGN COVERS. WEEPHOLES: GEC 07 71? W: � 3/16'H M 3/4Y' WEEP SLOTS AT DUN POIMB FALH OF PANEL W3 - 3/0' WEEP HOLE AT 6• FROM FN03 .J 1P' M- �O ro MD CENTER OF EACH PM •. ' p WOOD NOT BY MS INR, SUSTAIN WU LOPDS SSIE4 AND 1PJMSFER A EB THP1 ID WE BUILDING SRNCNRE O W IL NG STRUCTURE �L�. PdltlAt �� sacs -sax re sa_ asi roe tsw) +vs n d 399E d (' - A�sMc d N1i3ll15 NISZ 'M— -YtlNOLLVNN3I t 5 3 I F5 el., L. y^gg d� II ib �er r O �a ITI B I � yyyy suvmo ob� l`J alpp'A'K � � '.'Aa • -'y W MY5 MON /Hi �� i av3 I v � 4 P t'JN ruc b.+) aP-iw CORPORATION - � { 3133 SW. 253 S)R PE SWR P4 . R 33M Y N.)11I 1.1 . M.) .-I. ¢ " R MII® yVLMRr U8.9L'®LION IJJepLL maml 1 rwuc RJp-,¢ro1m-,: -yf¢_. LfShc1 1' 10.WE 9! (} r pG1) rlbP/61p}C aJ-¢ez 1 ma (¢-P/Ir Euz-am rwrt yL (}1/L' wal) �- mm-P/¢fa}l: EC!-!fl 1 fYN1E.WO Y/p P)b].l ftl¢-P/61m- VS-SV 3 HT. iRWL 1YH 1/ROII_�_ Wy-P/¢IW-P. C44-AJ 1/✓J/. pN6 � uOM+L BTf. 0.VL (SYIJ LW}A161C}R L6-!Ia 1/IR pN6L imD 8011. MM1 ISYL) 9q}P/B10}l: FI6111 1/pM6 �Ai pM l¢YL) W}P/n03-P. FL!-!>� AS pt40. fUID YAC RYa) wS-P/¢IO}P _ LYS-_!m__ _ .•51F®. IGOxq E_P_L 0.y-A/6fY}P. ____ _ _(SYl) ___ Yxpq w�wou (ZrIJ LM}A/B�0}A E S-YI pqW. S�YE.6VfP %(}A/m YtA os-em`—a uva oom nLLp —.. em.+n/¢1p}A E6-em /.J mm. uYP w.w ¢oernrelm=n I9 PpA. 'pnr 4VAq pj.9.p Sq�pt 1U. z/ u¢ � xlnxY arru, r mYc. o ro• ¢wa ram LwY wmn-eorr-¢ is Ano. �¢aapLL a euPY, w:vs - t-mPo _.. -� 14L4•L u Yw. Lolrou Y.Y - w/ova-mr�-il q�, .Iggµ xpMpL[ CT f0. �IIM Wl ui�:ao=mn-i —u rmv`a �� rovn. YwpLL a w¢ sm a ¢xEn e z 5/•- v auui -I faux lsmar �mLs sr, srzu Ira x 1' Y wPxg 1pFEl zaoex �axs . —_— s_s1m - L w.m ! px2L mum •mYmv s1. siL¢ - r/ uw. pINLL x1x oYxw. w wvm v prlYL (NM mnols) m¢}n ___ __ Rum k PL9i. ` m_mmv-Pmaumlmr _ 10. pMRl'Q8 w f£WE MFM/341 _-- _ NIM W - AS PF® MB3P @PGP - 9rlY.1p. � 5lpalb9_ I LfID IIXI[ YIUMEO V/ IL b x 1/f M SOdY4 51.'IFEi W1-W W1¢x 1'MHMR B_M SL 516a Oi YItO}IRJO __I__slb£1W0AN 1 Am1Y 1PpHL PLL Iel ®1 M R6 x RS-Y¢ /9 PCCO. 9eM Afl Y R181AB mY m'.6-P/¢1(}P I pRsOOY�CL➢L!7® L¢YiLpY�W1'Ipa aIi�� wl L U. L WPaN6! - Bs 91PPP • dl: nlmz slmacln pYual• f¢fo pa .rm nax mx n elcwr - !za luJ sMM¢M - am 1R/A uxp¢ pMvm . 1.a MC 07 2117 W04-80 I SCANNED BY MIAMI- St. Lucie County 0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 1070 Technology Drive North Venice, FL 34275 PY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 w .miamidade.eov/economy SCOPE: This NOA is being issued under the applicable rules and regulations goveming the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "SH-700"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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. NWSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature, If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH 16-0714.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0630.08 MIAMMADE COUNTY V O� t �] Expiration Date: March 26, 2021 Approval Date: November 30, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0714.06) 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 FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-032Z06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) Manuel "P.E. ProductCentroj ExAiner NOA No. -0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTUMED) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc-, Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4649 and FTL-4723, dated 08/11/05 and 10/05/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 6. 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 A) Small 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 drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4647 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 7. Test reports on:. 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4646 and FTL4648, dated 08/10/05 and 08/11/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) OF r Man'e1 ere P.E. (/ Product Contr 1 Exa iner NOA No. 7- 30.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-2 PGT Industries, Inc. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5' Edition (2014) and FBC 61 Edition (2017), dated 06/22/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5te Edition (2014) and FBC 6tb Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL4957, F71,4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-032Z 06) 4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647, FTL- 4648, FTL-4649, FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted tinder NOA No. 05-1018.01) 5. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.06, issued to PGT Industries, Inc. for their Series "SH-700" Aluminum Single Hung Window - L.M.I., approved on 08/18/16 and expiring on 03/26/21. au�roli�piner z.E. Product Co NOA630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-3 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1.,ml I,ZING OPNONS(ME DETAILS ON SHEET 2) EASTMNJ E UYTROSIFOL' PV5(BYHURM0kYANERICAINC.) XFAT GTRENOTNENED GL455'MTH A NB IN)ERIAYER(BYEABTMANCNEMICALfAMPANY) HURMAYp ERIGA INS.) NOA DRAWING MAP SHEET GENER NOTE..............I GLALNGDE MS .......... . DESIGNMESSURES......3 ELEVATIONS ....... _..._......4 VERT. SECTIONS...._..... 6 HOIULSEMONS._._.6 PAR1G UST.. ....... S E%IRUSIONS._.._._........ T OORNEROETAIL... ........ 7 mdmd Min Fr MID.F. S. S[px 0W I=ISI EkuL,G DT, 41O SS EIm O9 WO 155Afi 127.6 LSI 172ESI 1887W ®ei-TSAOrtivn 18Ee1 mw AT6G1ce1 SSW SSW Gr. 33.uNSM Saw 0.5H51 2 CONFIOuMnmS:' I111, NEWAND MDIUB TOP, ALLW/LON'ORMGH31LLOPfION) 3. DESIGN PRESSURES: (SEE TABLES 1-3. SHEET 9) A NEWTPIE DESIGN LOADS EASED ON TESTED PRESSUREAND GLISS TABLES MW E 150. B. POSRNE DESIGN LOADS IVkMO ON WATER TEST MESSURE MD GUSS TABLES MW E ISQ C. DESIGN LOADS ME BMED ON ALLOWABLE STRESS DESIGN. MD. I MMORME: WE 33 113%STRESS WCAE/SE HAS NOT BEEN USED IN THE DESIGN CF THIS MMUGT. SEE SHEETS 8THROUGH II FOR MGHOMGE DETAILS. 5.6MUTTE0.5 ME NO) REOUIREU. 6 FFUME ANDPPNEL CANNERS SEALED WITX NANROW JdMSEALVROR G4SNET. ). NEFERENdiS: TEST REPORTS FTL W.FT410t5, FTLi81). MR .F 649, ML ,FTW51. MAM MR 7. FT.4SM AND MSGS3. MSVMBPANDSFdi WOODCONS)RIICTION ALUMINUMDESIdIMANUAL 0.SERESIMODEL DESIGNATION SH)ID.A O REFERRED TOM SHN1. 9.THIS PRODUCTIRM BEEN DESIGNED&TESTED TODDM YWWTIIE REONRENEMG OF THE FLOWDSBUIDINGCODE. LNUMING THE MGN VELOCITY HURRICANE2YNE(1M6). 1D. Fd1WSUTATEOGLMS INSTN ANONS IN THE HVN MIM 30 T.ONLY GP NG OPTIONSWITHTEMPEPED EMS(GL)MEALLOWED. a.r.rc.um®a "ON1AL V-"- IMPACT 0. LYNNMIPLER.PE. 4d G FLP.EAM?.S STRENGTHENED GL Sb 6TRENG111ENED GU% 5116' LAMINATED GLASS 80,81DT82 IWNOM. GUss SITE 7116- LAMINATED GLASS e.40 aw+cnon uomn,l NmnmeNIMISGTP66pxetbyslem 2 T] Wmbi bupe[Spa[e[nM WN MW MN butyl See Nm blleelw I] DxeM% WMae4 SiMcel W.", 74 Canna! LE4 SP cr NOTE EYTERIGG INTERIOR ImIslo OV(6Q 71-74 a UPGR NDE GE 1 (HL SECTIONS) WGRMEGTOGEI YESI NPRESSURE. DESIGN PRESSURE. • I(UMPhYTRD51FCl 1lYNGM, 1?NOM PVBINTERUYER GIA55 SDE 46 GVSGSRE ^[ 9PGlF%PVSIMEHUYERbY F/STMPN CREMIUL WMPgNT 38 70 .P., Gn (1N UPAT"REND HENED GV56 II FYI I�IIFNUiE.tEOOfl MEPTSTRENGTHENEDGU63 �r l TA'PNN o OR TEMPERED GISS 1W TEMPEREDG S lYl6'NOM 1YICNOM. 13116- LAMI IG GLASS W/ 511W LAMI B6,B7,BB Dr92 13116' LAMI IG GLASS W/ 7116' LAMI 89,90Or 91 NNNPIM elucaE xvMULreImE ^"Envma"E"T Eunw oevcr�.nrru< w sTralcTD.x evmExe N+rxnL slucD[a mrxoM eEnL ncTDxNE +u�wM Gow vlcxeu earns svcaxss6eL E6K[INi pESICCINT MSbF.DVIf 6iNNlE54 STEEL G1I.4 FXf.eIAY EMI.GVSS EXT. CL59 VJT. WSS W[.DU6E IM.dA55 4Vi. CLSS KODISPACE SUPER DURASEAL® OKLEDGE- �4SG TIPS �SPACERSN%T"' OSPACER SPACER MRT.O. Ng. • 1i I 4 0,20 A No. E9Iq IS. III FLANGE OR INTEGRALFINININDOWSWIRIGH SILLOPTION TABLE I BASED ON FLANGED MDOWTP-TO-TIP FRAME DIMENSIONS WINDOW MOGM GUmDI�E w :.22!20 *;.L'.2o! 2 -60 "0.2 40.0 *.o -ED' *'o' 2 �D 0 W, 1 -(100 1 WD �S 479 D -"S D' 'N... -7&9 --7&Q win, A.B.M 740 UP M M Ifill C,D.E.F.G.M.L^I. I*W+014001+M�al�.01-Bo.ol�,01-W.01�.0 woj-a0SI.woj.aQ0I STANDARD WEIN & RADIUS TOP FLANGIE OR INTEGRAL FIN WINDOWS WHICH SILL OPTION TABLE2. BASED ON FLANGED VANDOW TXTO�TIP FRAWIE DIMENSIONS , "S' 1 7r 1 TV kB,m i2.0'20 01.2.0h 0.0 1 !:0,2 400 M.0 40,0 +70.0 F70.0 -70077001-0' —W 2 �2 �. 1479, -711. 1170.01-70.0 1 -70.01 -700 1 -70, N.]M� 0. .2 ?a! GIVE 4sool �01 *Mal �01,0,0 -IoSI *n.o -T&O I �S I 4&D 1 +65 71 . 7 1 S� wmmial G,D.C.P.%H,I.ML �w.a I 4mo I +w.o 1 40,0 1 *0.0 �O I +MD -I!00 1 +70.0 1 -M.0 1 +70 0 1 -70,0 1+70 CUSTOGIVIEW & RADIUS TOP FLANGE OR INTEGRAIL FIN MDOWS W/ HIGH SILL OPTION TABLE 3. BASED ON FLANGED MNDOW TUNTO-TIP FRAllill! DIMENSIONS MGM 'rjGU`H MGMO�Wl.�W.WISUH-n-F�M�7VI��FINI SLIM �E IW �72 11" nwlr I Uwe I ""1" 1 "Im's- 1 ww Saluir 0 IM- I D.E.F.AX.Vit 6001-130.01�0140.01 70GI-7001*70SI JOD1+70.01-7001+7001 -700 GLASS TYPES: mt�a TABLE4. eW�iJUMIw(lffA..MDJ1WA) M�V,65ISVM.4W B. WIG tAMI - (IWA..MIIWM) 160 C. Sile- UoUIS - �a D. 711V LAW - WIWA) fm�,S am E. 711V LUII- WIW&.M. WIWHS) �s F. VIV IAMI- WiVNG..IWI. WIWHS) M�5 0. lViV AW *- Iff T. AN SPACE. WIS' AW- (IM&SWIMA) M�W, 4M H. IWIV IAN IS - Iff T AR SPACE. 51IT IAUJ - M�. L lYIV VM IG- IRF T. M SPACE, &IV 1AMI-Ilff"..M.11WHS) M. J. IWIr IAMI 10- IW T. AIRSPACE, 711� IAM - MIMOD. VIVA) M�vl ON K Mr IAMI IS - IW T, AR SPACE. 711W IAW - OIMMO, WIWHS) M�.. ON, 4M 16 -VW;ZLPA M-0SIO. ON _ -GE M IV," M.Iff SPAC VIWIAMI-(IJWA,,0SGIWA) �M�q I MEETING RAIL 0 -T .L4 I. m 61. ONUS - - J- 4 m NOTES: 1. OVII DESIGN PRESSUREOF �1.0 nF ORL�ASSH� INTNE TABI.ES, NEGAnVEDESIGN 2 FOR�G�FIN��DE&GNPRE��ESUSE��WT��WDM�NGI-FRM�E�GEDTF-T�MP�DIM�l�. 3. AVXIABLE SASMXMGhn FOR MWM WNDOWSARE 12 WWNIWM7IDW MMIMM, 4.�S �SC.G.H.AXDIUAYBEUSMINSMI-IMLY 5.M�E.Tom�MQ�T�S�FMMM�W "TATIDNS. 1". .9 —,��j DESIGN PRESSURES 1R•NAN. FIAHGEo WIDm lwA LF.INDTH X ,, Q llr AN. l Duo(k DETAILA 1/1 DETAIL B VIEW (STANDARD SASH) B E� ]S I TS IF XEI EJ HE mow T� I O �.✓ BFEOLO vgtr= O f >C FUJIGEO L HEI L SEE OIATABtE SASH SEED TPDIE X GT 50. E. X I __ HEIGHT HEIOH! B T DETAIL ❑ DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1.SEESHEETS FORVERJMA DHDWCWT SECIION DETNL4 2 SEE GREET T FOR CORNER DETkL NE W 5. SSEESHEETS BTHRbJGH 11 FOR.EINFOWMTbN. t SASH HEIGHIS FOR STiV B,,H �(DETAILS B6C)M BASED ONA114REEINER71NO FO T. DETAIL C RADIUS TOP (STANDARD SASH) W. mmM NOTE: MIN. (1) SWEEP 1 TM ATV BEMERLINE GR OPMOW BOROM LOCKS, (1) V FROM EA SIDE OF INSIDE INSIDE I�—MA%.VEMDAYMGI?OPENING— _ J I FuE° 7, 8 OR DAME N! MENI OPWp OE SECTION B&B (LOW SILL SNON fCM.OINma� OIRSIDE mom N ftm kg�'P"PruSmo;LSu:vSYSm:YYomSm�W,mm'. m�r�„om -Y Sig@ oo$.mC 3'G"'o `a"^' S•'e Y�J8m Eg mom "s Pi$RggmUYCtlmm�6w `$�� mr&`v 5 v�YSi+m iP. �e aAaAasffI��€��x��x��S�£�� g 4H=N�-_T'eeenD�1@ mo�Su fi a qi� mQ4 $ ND ' *TNT Y 66D�5�' �Sy OD Q u6iai2m g�ANA �oDgN:fix � C F9sg Asa =o" p�PPPPPmmPo��e= .m',�w wP�w6e�:"'��,� m8'mw� a O v=BmmSmYY,9 v�o emSY,9 0� � �p}rp} p}xp} pyp-xo eo fin+ am MIMI ii g Pg'gm 5i5mwi5aCm�c; acaP��q�s�ma €€€€€€oii��Eg�OyD=nns? Z�m � no jS flfi,�,��p�m m'dS 3emz VV�i G--j%44z4-j �i meommV �� u 2 A P Yaypo mm �FsKinm pp �mmmmRmm��v'a 3aaF�m s $ F � _ m � m e o_u3io>_ 00 o C .......... v x NJ S GI 5 O IOC N a z1 0 0 m o � F 2 m Zvi m F a � � 0OU P ANCHOR DUANTRE5 FOR IN FLANGED WINDOWS TABLe &I ANCHORAGE NOTES: 1. ANCHOR TYPES: I- Ile ELCO ULTPACCIIS CA 0I2 W NDOW HEIGHT '- SUBSTRATE S.1E NTOMETAL 1-IWRE 5.(IRMiLEA 206W 1 34.W3 1 d WO 46= 1 UIX2 58.603 �64EB1_ 7603D ANCHORTYPE J-It2bCREWS 3,ANCXOR LOGTIONSPRE BM1SEOONTHE NOp u 2 p OnO�O"n��OHOnO�ONOrvp U Z p U u p Z U p U V �O^O�+O p U V `O p N`Op0 U u ONOp^O`O p U V WWDOW -. GVJS U V U V U U g U V g U U u U U V FOLLW411NOOIMENSION4. W TVPE g U U g -g g �, 5 I�AD-1Bffi•HAXF To CMNERS JAMBS-15-. MFLFROMTOPCORNER4 C.D,E,F,G 1 1 t t 1 1 1 1 1 1 t 1 1 1 1 1 1 1 _ 1 1 1 _ 1 1 H,LJ,KL 1;2 1'1 111 ._ 1!2 ..- 1.1 1;3 _ - 2'2 fix ._ 2 2 ' 212 __ 2�x _ 2T2 xt2 _1 212 _ 2i2 _ 2 2 212 _ 2'x 22 2T2 2_] xi3 2i3 33 t5'MAX FROM BOTTOM COaxEas 19.126 WNM.MLOWM1ITG.RXL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AB,M lit L1 111 112 11 1.xx'21122i222222;22i11,22!22122I22.22!2x23;2232.2313 - - T -� _ SILL-ANLHIXLS NOT aEOUIHED 3.INGTALLPERTHEAIUA TAIIUANCHOR OF 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1_ 1 1 1 1 C,D,E, F,G, NA3.KL _,_. 1-.2 _ . 1 1 _,.... 1 x 1r2 1l2 IT 22 112 2Tx 22 21 _1 3I1 2�2 _1_ 2 2 212 2i3 1i2 _' 2,2 ..1 x3 ._ 212 _. 2 3 _ ]�3 2i2 313 ONNiTITES DBINOTHE DIMENBIONPLCaRERW NOTE2 1 1 1 1 1 1 1 1 _1 1 1 1 1 1 1 1 1- 1 t 1 1 1 i 2d.W0 OR 4TFIA ARM 1!2 111 1 2 1'F2 112- 111 2.2 112 2 T 2 2 2T2 2ix x�2 2 2 2 2 2�3 2T2 272 213 212 2.'3 3i3 YI2 313 M NDOWSEINIIF LFNDIMENSF= ARE 1•1F33. C,GE,F,C 1. 1 1 1 1 1 1 1 1 1...1 1 1 1 1 1 2 1 1 2 1 1 K43.KL _,?, L2 1�2 .1 2T2 23 1.2 2I2 23 14 2 3 2!9 2 2 2 3 29 212 2'i9 313 2!2 313 314 312 3;3 3 4 3 3 did s.DESN;N P0.ESs0aE VMOAiroNs: mm B.E BLO .DF THE AD.WCEMTPffiEVATHA 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 ASO - - _1 -2_ _1 '' - _1 ' T -3 313 112123'23131'321223 I122i32322 x'32]Z2033,3 2;3 I 1 T23,3 43.2& 314 414 W=WMDESIGNME%U�.REMHTHEWPNtItt OFANCHOaS SXMRl NBQD. MNERME.WE 1 1 1 t 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 1 C,O,EF,G NW.KL 1!x .,. L2 2 2 2 3 .__ 112 _..1. 2 3 213 �. 211 25 213 2i2 2'3 .._ 2'3 23 ..� 2!3 _. 3 6 _.- 2 3 -. .. 313 4 i i3 __ 3id _ 3T5 .. 3'3 d�0 MP.UMUMDEMGNPRE.UNEFMTHEaESPECINE 6BE ANDG STYPEISAMN I-E. B.SEENOTE4,SHEET11FORMETALSUDSTNATE 1 1 1 1 i 1 2 1 1 2 1 2 2 1 2 2 t 2 '2 1 2 2 1 2 22 112 22 x 3 1;2 2i3 213 212 23 213 22 213 2I3 2% 213 314 2.3 3�3 i3 3.d 3 5 3i3 d�4 PEWI0.EMENI3. PSF m GIDE,F.G 2 2 2 2 x 2 2 2 1 2 2aifi 2 2 2 2 2 2 2 2..4D000 K43KL 13 tit 2x- 222I]x3 22 23 2�3213 314 213 3i4353j33.d d;533 d'1AB,M 2 2 2 2 2 2 2 2 2 jJ3 2 2 2 2 2 1 2 2 2 2 222 L22!22i32!2232T3212232132:3 3:62133143i53133id 45313dd TABLE KEY: PSFRN%PSF M,= (OP LP,TTEDI 1Tg MEAD 2 CD,E,F,G KA.AL 3 212 2 xZ22Zx213222f3232123�32142133%3T4233133!42r3 2 x 2 2 2 2 r 2 _• 2 1 I 2 1 2 2 2 2 z 314 3 3,5 2 _ 313 2 34d6314416 x 2 2 J ABo1.E 2 3 MTG. RAL AMS BELOW ImawaO 2222212232.22.3313 x12332.d23];33�6233133i< x 2 2 2 2 2 2:33.43j531334453144�5 2 2 2 1 2 2 2 PSF m m d60W MTG RPR n.s�*b 043G.Og C,D,E,F.4 KW.KL 2 3 3 2 2T2 1 x 2 2 213 2 2i2 2 23 2 3 d 2 21- 2 9 3 2 3 4 2 213 2 3 d 2 314 2 213 2 34 2 316 2 3.3 2 3T4 3 3T6 2 3.3 2 1 5 3 4 6 2 3�4 2 515 (FULL OFm Haan 2 2 2 2 2 2 2 2 2 x 2 3 2 2 2 1 2 2 3 1 2 3 2 2 AB.M 23ZI221232!22I3 J1d 233!334233.d 316233d 31fi 3133G 3-(63!3464631451fi HEPD 2 y JM10�E V , MFG RPA , t1Y LYNry PSF m m m 3 2 2 2 x 3 2 2 2 2 x D 2 2 3 2 x 2 3 3 2 C,D.E,F,4 KW.KL 2 2z22222J22233i42.33i4 Jd 2;33T434333431533h4 6311445416314516 1.3 J/YrH BEaW MM RNL = b3126 P'• SEE TABlE1FM _*: Np. 51T0.1 U�' ¢ AB,. 2 3222 2 3 2332.22 2 x 2 2 2 _334 2 2 _4233.4343133 2 2, 1 2 43!53�34 3 2 2 3. 2 3,3 2 5:4 3 2 3 ANCHORAGE SPACING, 1/1W/NOOWS %�FS','.,�iOn,o!;,;; •a?�� ALUM. SINGLE HUNG WTNOOW, IMPACT a LVMIMItIFftIF`�. I~ 4W O FLP.El59]OS &nW NB B 11 FJ[ llBDt L. ANCHOR GUANTIT�S FOR STANDARD VIEW AND RADNS TOP FLANGEDWPIDOM TABLEg ANCHORAGE NOTES: 1. ANCHORWIM I. 1N'ELCOML CONS OR 412 WPDGW HEIGHT 5UBGIRATE: PNCHOR TYPE, SCRENS iWOMETAL 3.4125LCCOSZ4�M1� 2PNCHOF LOGTION3PRE EPSED CN THE FOLUDMG DIMENSIONS: I�M'1B trz' MA`(. FftOMTW CORNERS J.LLIBS-t)fIYM/JLFRQV TOP CORNEPS DIACORNERS 29B35 37.155 44.855 5 155 SEES 87.15S-. T4.855 78.080 o ICI"O "� u V .0 `OniDp"O U$ o U D O `OeiOD"O V o S U t1 U `O O$"� o NOp 0 �`M 0 V o Dp'H j u D`�oroG"O V U J -o o (1 U `OrOp"O`O G$ 0 o U U U$ o riOp"OHO o U O (J WBOOW MW GVS$ TWE C,O.E,F.G. H,l4Kl 1 T 1 1 _. 1 IT1 1 . _ 111 1 212 1 . 3 1 1 _. _ 2 2 1 __. 2:x 1 _� 2I1 1 ___ 2;2 1 .._. hx 1 _� 2:2 _ 1 2i2 1 _._ 2'2 1 _._ 2A2 1 _ _ 212 1 �,.....2.... 2�2 1 2 1 1 1 3(2 1 212 1 3!2 1 _. 3'2 1 212 1 -- 3�2 18.125 IFNIM 1 SILL-ANCXORSNOTREOWREO 1 INSTALLPERWEMJACENTTABLEANCHOR OU IDES USING ME DIMENSIOfMCRITERNCF I 4.TA MDTH PNO NEIGM OIMEN310N ME FON PINGED WINDONS: INTEGRALFIN OIMENSICNS ME1' SS. MES SURE S.SQF BLIW(S pFWEIMACEMTMLENTMA SOIDRNIOQeDVRUEABO�£TXEµ1NOIGTEA MMIMUMDESIGNPRESSUREIMMWEOWJDIIY OFANCMIXL56XOVMIN GOLD.OTXERWI3E. THE MANMUMDESIGNPIUiSSUREFIXYTHE NESPECIINE SQEANDGLASS TYPE I9AVAILMfE. B. SEE NOTE 4,6HEET 1I FORMETALSUSSTMTE REONRFMENTS. A,D.M 1_ iT1 1 1 1 1 171 1 212 1 P;1 1 212 1 2�2 1 2i1 1 2�2 1 2'2 1 _ 2 2 ._ 1 2�2 1 2!2 1 22 1 2�2 1 212 1 2U2 1 2'2 1 312 1 2�2 1 3:2 1 3i2 1-,. 2'2 _ 1,_ 312 24.080 PSF )B GO,E.F,G H,LAN.L 1 1 1 1 111 ,1__1-, 1 1 212 _. i--. 1 1 1_ 212 •1 P2 1 T2 1 212 1 2'2 1 2 2 1 2T2 1 P�2 1 2i2 1 3 2 1 3@2 2 3�2 3iNODE 2 2!2 1__1 312 3`2 1 3l2 1 31t A,B,M 1 1 1 1 111 1 1�1 _1 2!3 1 1�1 1 2;2 1 2 1 1 2T2 1 2I2 1 211 1 2 2 1 2i2 1 2i2 1_ tit 1 3'2 1 3'2 1 2 2 1 312 1 32 1 2.2 1 3 2 1 3 2 1 2�2 1 313 p2ppp PSF a n I G4E,F,0. H,LJ,N,L 1 1 1 f 1i1 1 1 1 1 2 2 1 212 1 2 3 1 3'3 1 2.2 '1 2;3 3 3,3 _1_, 22 _1_ 313 2_ T3 1. 32 _l. 313 _�__ 3 3 1_ 2 ,1 3 3 1 O13 1 3:2 1 4'9 1 4 3 1 3.2 1 P3 A.B,M 1 1 1 __1_ iH 1 1 1 1 P 2 1 1.2 1 222 1 ' 2;3 2�2 3!2 3T9 2!2 3'3 -" 3 3 1 3.2 1 3T3 1 3�3 _1 Y2 1 3�3 1- { 3 1 J'3 1 413 -1 1.3 1_ 312 d'3 i 0J PSF 69 Ql 2B GD,E.P.G, H.I,J,KL 1 1 1 1 1 R] 1 1 2 2 3 1 212 1 3 2 2 2] _1- 2!2 3, 213 2._ 3 3 1 2.2 2 313 2 3:3 1 3:3 2 <I3 .2 3 3 -1._ 3.2 ]_ 3'3 _3- 413 1_,2 ].2 4"3 2-,1 4 4 _.2 Y2 4' 3 _ TABLE KEY. MNC PSF (DP LN.IITEDI //) HFJD 3 JA\9 ABOVE ] 3 MTG. RM FNDPJRREYI40 JM'B BELO W "MI W �Iu1 B� f MY ARG. RAL fDae '/=2U (FULL DPI FEAD 2 JAPM ABOVE 2' 2 MTG. RAIL .`�ONYLYN/y4" JAMB BELOW •• `1'% UCENsp'•, G-RA3- Nase10.5 p'- SEETMLE2FOR "Bi :y1= FULL DP P a V/Ew �� l �• yPs...'i,Ayo1nppi��onEE��21t;: IMPACT aYrONNANUm:aE. > 1018Z0 G FL P.El501a5 AB.M 1 1 1 1 1 1 2122 f_ 2 2 1 212 2 213 1 212 2 213 2 3T3 1 212 2 3(3 2 313 1 3 3 2 413 .2 313 1 3 2 2 3 3 2 43 1 312 2 l3 2 414 1 ]12 2 413 gp,plN PSF 3{ 1B 82 is C,D,E.F,G. HI,J,N,L 2 1111113 2 2 2 2 2 23 2 3�2 2 23 2 212 2 313 2 313 2 x12],3/133i34U 2 2 2 2 3 3i33;3 2 2 /;34/3�.3431r43-',35�3 2 2 2 2 2 2 A,B,N 2 11111122212222.3223133 2 2 2 2 2 2 2 2 2 2 2122313�33'3433'33�34�34{]3l''3 2 2 2 2 2 2 2 2 2 2 2 A43'35�3 2 2 44,g80 Ps 19 )9 55 TB 1B C,D.E,F,G. NL{ICL 3 1 1 2 1 1 3 1 f 2 2 2 2 212 2 2 3 2 d3 2 2'2 2 3,3 2 3 4 2 2!3 2 3I3 2 4!1 2 3i3 2 3 2 ITO 2 3i3 2 Q3 2 1'4 2 3!3 2 1:3 2 Ii4 2 3�3 2 5�4 A,B,M 2 1 1 2 1 1 2 1 1 2 2 2 2 213 2 1 2 2 3 3 2 3 3 2 3 1 3 2 3 4 2 2 3 2 3 3 2 4' 4 2 3 3/ 2 3 2 4 1 2 3 3 3 4 3 2 1 4 2 313 2 4 3 2 1 4 2 3I3 2 S J 48.080 PSF 45 )4 61 )4 TB ?m C,D.E,F,G. KLJ,K.L 2 111111223Y 2 I 2 2 2 2233P23'3943333/V33J4143344C14 2 2 2 1 2 2 3 2 2 2 2 2 3 2 3 Sd 3 44435'4 2 x A,B,M 2 4 1 2 1 1 2 1 1 2 2 2 2 2 4 3 2 2 2 3 3 2 2: 2 2. 3' 3 2 3; 6 2 3. 3 2 3' 3 3 1 V 2 3 3 2 g 4// 2 2 3' 3 2 1'. 4 3 4 y 3 J' 3 2 5 V 3 4T 2 d' 3 2 5.4 - '63.t25 1 PSF M B) 4! !) )B T➢ GD.E.F,G KU.KL 2 t t 2 t 1 2 1 1 2 2 2 2 2'2 2 2 3 3 3 3 2 3 3 2 sT3 3 4 d 2 3.3 3 /�4 414 3:3 4'1 4'1 3`3 44 5'5 413 5.1 3 533 2 113 3 5 4 A,4Y 3 1111t1222213]33�33.34.43.341{{�f 2 1 2 2 2 3 2 3] ... 2 _... n:c:4iR°'tiars°M'£ 3 Iw1lmlwo 3 2 3344443.344544'35451435I 3 - ... 3-- 2 2 . -3 ANCHORAGESPACING. 2 3 3 3 - 3 STANDARD ALUM. SINGLE HUNG WINDOW, Iam1T D wauxoanass'AET pnm Nl5 9 •11 FX. RMT .u. xmlrJ ANCHOR QUANTITIES ABOVE MEETING RAILHEADBJAMB9 CUSTOM FI.ANGEO WINDOW HEIGHT MNUS SASH HEIGHT TABLET. W.211 I1 9PSH HEIGM FROMTP`H BUB3TPATE: t].129 T28B6 28.211 3175LL3 33]51 39.ne NG9 Me39 60.36T �-59.825 LNCHJR TWE: O u a u a G u Np0 O`�NpO o o i u_ 0 Npp 0 0 o u u 2D-2"Gp o u Z-0-z u WWOOW GLASS NpO o� 3 NpO 0�2 3 3 O` 3 O`ONpQ ,O`O WOTH TWE 5"Lt 5"8 3"U 5"V 5"V V 5" L4�i"s V"U V D.E.F.J. 1 1 1 1 1 1 1 t 1M125 K,L 1 1 1 2 2 I 2 2 2 2 3 2 2 T 2 3 2 3 9 2 3 3 3 3 D.E.F,A 1 1 11_ f 1 1 1 1 1 t 1 1 1 1 1 t 1 1 1 t t 26W0 KL 1 1 _ 1 2 2 2 2. 3�]2 _ 2] .. J _.. 2 3 ....- 3 ... 3 3 3 _.. 3 _._.. 3 3 3 . 9 D,E,FJ, 1 1 1 1 1 1 2 1_ 1 2 1 1- 1 1 1 1 1 1 1 1 1 1 1 K.L j j 1 Y 1 2 j 2 3 3 _1 3 3 3 2 3 4 S 9 9 S 9 5 3 5 r PS SB 3T= XUF.A 1 1 T 1 3 2 2 1 2 2 2 KL _1 j j 1 3 2 2 _1 -9 1 J _2_ S 3 • 9 _1 9 9 • S 9 9 9 6 6 19 5 PS n n n n 90.EW OBF.J, 2 ] 2- 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 _ 2 2 2 2 Kl _2 1 1 1 2 2 2 3 _._ 9 J _ 9 3 9 9 3• .... _ 4 3 5 _2 d 9 5 5 9 6 P6 ]9 'M n n n n n 46.0.V pE,F,J. 2 2 2 2 3 3 2 3 2 2 3 2 2 2 2 2 2_ 9 2. .2 2 2 2 K,L _2 ] J _ J a d 4 9 3 5 d 9 5 3 9 5 5 d 6 PEPn 1B )0 n n n n n n 4fl005 O,EF,. 3 3 2_ 3 2 2 3 2 2 3 2 ] 2 2 2 9 2 2 _. 3 2 2 __.. 3 2 2 K.L 1 1 1 2 2 1 3 _ 3 _.... 3 9 9 9 5 9 5 6 9 B 6 9 6 6 6 6 PI n n 6f 71 n IN 79 IN n 065 6ia25 O.E.F,A 2 2 3 2 3 2 3 2 3 3 2 J 3 2 3 3 Kl 3 9 d • 6 L 5 6 6 6 D S 6 ] 1 1 1 2 2 I 3 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLES. SASH HEIGIR SUBSTUTE. 12776 15.716 Tom 2Ln0 VC776 2].7]6 30.773 ANCHOR TYPE.w3m WD1H10.125 8"` 8 " 8 "$8 oV42-3-4-2-3 _"_WNDOW3 " 8 8 1 1. 1 2 t 2 2 2 2 2 2 2O 2 3 2 2NOM 2 1 1 2 t 2 2 2 2 2 2 2 2 3 2 2 32GM _ 2 1 2 2 2 2 3 3 3 3 2 3 n u9].GW- -� - 3 1 2 3 2 2 3 2 3 3 2 3 3 9 3 3 3 3 d 3 3` : d.. 3 a )d dOON T 1 2 1 2 2 2 2 3 2 3 M TO M. dO 2 2 2 2 2 2 3 2 3 3 S] d 3 J• 9 i 5 3 9 5 9 a 0 n n 2 2 2 2 2 2 J 3 3 0 3 3 d 3 d d 3 9 5 3 d 5 3 6 n 60 66 n -� 1cG1,125 2 2 2 2 2 2 3 3 3 1 9 9 934 5 3 0 5 9 5 5:19 5 mHH.w.wnLFmn 2. PNCHOR LOGPTIONS PRE B0.5EDONTXE Fp101NIING pIMEN$IQY3: HFAD-1012'MA%. FROMGOPNERS JMf3S-n 1z MAY. FRgA TCA coRNER.S 1112- MAY. ABOV£ TH E MEETING RNL 15' LM FROM BOTTOM C 15' c W I. FROM BOTTOM CORNERS 61LL-ANLXOR3 NOT REQUIRED ANTI }pETE WIINETHE FROM NHCORTABLES LES 7. ANDTIES FOR CUSTOM VIEW WINDOWO FROMTABLE9 ].AND8. SETABOTHE OR ABOVE THE METING R CF NOTET.USE ORSL WF ABOVE THE MEETING HEIGHTS AND TABLE 8. MVEI BELOW. 9.AVNUBIE SASH HEIGHTS FOR CUBTOMYiEW TI EBCOTHAN HEIGHLT03S-ION S TABLEEDVAN N .INTE pIMENSIGNAAEFOR FUNGEO WINOOW^. INTEGML FINpIMENSbNSPRE LE33. 6. SIZE lk PIJESSIIRELI AG GINS: GI2EC=V OF THE ABOBST EM, TABLEMA ABOLD RPLICIIEG VPLURE WTH THEM.INOIGTEF ANCHORS OESIGNPRESBUNE WITH THE QUANTITY OF ANCHORS BMOM! IN BdD. OTHERA LSE THE MAIOJUM DESIGN PRESBUAM FIXt TIE RFSPECFIVE SIZEANOGU3G TTPE AVAYAME ]. BEE NOHEd, SHEET 11 FOR MEtAL0UB5TMTE REO3. TABLE 7. KEY: M REF SEETPBLE3FOR (DP UAQEDI )12 FULIOP HEAD 2 JNJBABOVE 2 MTG.RA4 (FULL DPl HEAD 2 JPNB ABOVE a MTG. RA TABLE B. KEY: MAX PSF (DP LM]ED1 112 J BEWWJ 2 MTG RN (FULL DPI `p'La:'lWENSF J0.4B BELOWB = Q`+ MIG RAIL =f: No. SOTS SEE TABLE 3 FOR FULLDP 10 • 11 1 901040 2-IW < IEXTERICA (aL HEAD A Y<'NO, ZFORWDCDA UCATOISIN 1p' SS<CFETE-FLEX FOR DF S-07Z(")6tl PENNY66LNI ONLY(SEEDETAL6CFANU J. WOODBQMDEPICTEDINT IN NLCM I I ....... SHIM DETAILA DETAILS _______________MNIMU_.._. THEMATEWAL&STGEAMW AMINIMDEFULUM 15• OFOFA THICKTHE METAL MEMBERS SE UM TO DENLL TYPICAL FLANGED HEADANCHORAGE NOONLIRALMEMBER M 6HONNWTHESEOETM.6 FOR4 SHOAS4E ECE 6UOD Yt/<'MIEDGEICCMU) MIN. 2.1lYMIN.EWE(tILTlC11ETEFLE%WTO GMU6CRETEFIEXIMOCONC.) E000BUO(6.THEAHEMETALIF BEAH1sHEET METALS, THE WIIH NLL SUCK. UE ANCHOR SNUBS 01TSHEET ENGAGEnSMOOTHEME RESPECTIVE DESIGN 13M'NIN.EOGEICONFI SPFTNE6ECRRERNAAEMET.TNE PRES6URESANO ANCHORAGESPACINGFpiIILTRACONSIMY BE USED. iN•MVL SNIM�{1�. �I 1Yd 9. PNUIOR6ARENOT REWIREOATTHE61LLOF FUNGEO UNN6. 6. WHERER STEt •• lm-F SHIM L,IM MAEMF ,IN'CHORS, IMITO SCF2TRIMFIT COMET ]; MATERVIS,INCLUDING LIMITED MREUTOSS SORETS � !� InNIT EATCOMEIMO SSIMIIAA MATERIPLS6HALL MEETTHE FEWWEMENT50FTHE V 1'NIKEDGE CBELOWIMEWI fUW BNLOWGCWE II H MEETINR PNLISEE NOTE TE21 21 HME MEETING 135"1 MIN. CONCRETE ML(SEE NOTE 2) 4 SCR 15 K51 MIN C1M INTERIOR (ALOET JATERIOR IS) 1[BUCK OPTIONAL WIIHSWDCONCREIEIXi E%ERIOR CNU SU65TMTE (6EE N01E31 j") DETAIL DETAIL V TYPICAL FLANGED JAMS ANCHORAGE S9'MIN.EWE 2A?EMBEWCNT IM' N�OFRIME �- SHIM MAIL y' I I ,I 1YWDFWME _ _ \ SHIM) AND ANDWO.C. V<• MAIL ( b —r]M2•NNL AT CIXiNERSC II ?( .`NONY LYryry SHIM ANDWO.EM.EDMEM 2IW DETAILyF (HEAD) DETAIL E (JAMB) DETAIL G, (SILL) TYPICAL INTEGRAL FIN ANCHORAGE pt:q w+caumiA� �V SCANNED BY MIMI DALDE St. Lucie County MIAMI-DADS COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy EGS International, LLC 3133 Pembroke `Street FILE COPY Pembroke Park, FL 33009 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 theapplicablebuilding 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: Atlantic Series Aluminum Sliding Glass Door — S-M.I. APPROVAL DOCUMENT: Drawing No. W04-80 Rev I, titled "Atlantic Series SM 130 Alum Sliding Glass Door", sheets I through 8 of 8, prepared by AL-Farooq Corporation, dated 09/10/04 and last revised on DEC 07, 2017, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Small Missile Impact Resistant Limitations: 1. See Design Pressure (DP) ratings with glass types & Reinforcing in sheet 2. See DP ratings of anchor types in sheet 3. Lower Design Pressure Ratings shall apply to entire system. Positive (Exterior) DP shall be limited.to sill height per sheet 2. 2. The total tested frame area must not exceed 180 sq. ft. per FBC requirements. 3. All SGD doors containing operable panel (X) require channel reinforcement (item #31) at Bottom Rails. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #14-0807.18 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No.17-1218.21 FaAMrDADE eouNrr Expiration Date: December 24, 2019 �( Approval Date: February IS, 2018 C ..a Page 1 0 EGS International, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underNOA# 12-0131.14, 09-0520.07) 2. Drawing No. W04-80 Rev H, rifled "Atlantic Series SM 130 Alum Sliding Glass Door", sheets 1 through 8 of 8, prepared by AL-Farooq Corporation, dated 09/10/04 and last revised on 12/18/I4, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under files# 12-0131.151#09-0520.08) 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Smal Missile Impact Test per FBC, TAS 201-94 4) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5728, dated 10/10/08, signed and sealed by Carlos Rionda, P.E. (Submitted under NOA# 09-0520.07) 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 FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4183, dated 05/18/04, signed and sealed by Edmundo Largespada, P. E. along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2652, dated 05115100, signed and sealed by Aldo P. Gonzales, P.E. 3. Additional referenced report FTL 1622, per SFBC, PA 201, 202 &203-94, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Late Gilbert Diamond, P.E., along with addendum letter dated 05/01/98, issued by Fenestration Testing lab. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, 51 Edition, prepared by Al Farooq Corporation, dated 07/23/14 and revised on DEC 03, 2014, signed and sealed by Javad Ahmad, P_E_ 2. Glazing complies with ASTM E1300-02 & -04. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1231.08 issued Eastman Chemical Company (MA) former Solutia Inc. for "Saflex CP TM - Saflex and Saflex HP Composite Glass Interlayer w/ PET Core", expiring on December 11, 2018. ). U4.- 1 hhaq I. Chanda, P.E. Product Control Examiner NOA No.17-1218.21 Expiration Date: December 24, 2019 Approval Date: February 15, 2018 E-1 z EGS International, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014, 5 h Edition and letter of no financial interest, prepared by Al Farooq Corporation, dated 07/04/14, signed and sealed by Javad Abroad, P.E. 2. Laboratory compliance as part of the above referenced test report. G. OTHERS 1. This NOA revises & renews NOA #12-0131.15 expiring on December 30, 2014. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W04-80 Rev I, titled "Atlantic Series SM 130 Alum Sliding Glass Door", sheets 1 through 8 of 8, prepared by AL-Farooq Corporation, dated 09/10/04 and last revised on DEC 07, 2017, signed and sealed by Javad Ahmad, P.E. Note: This revision consist of editorial changes of FBC 17 (61 Edition) code compliance. B. Test 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. 14-0423.16 issued Eastman Chemical Company (MA) former SoIutia Inc. for "Saflex HP Clear and color Glass", expiring on April 04, 2018. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6th Edition), dated 11/14/17, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. H. OTHER 1. This NOA revises # 14-0807.18, expiring 12/24/19. `SL.. 1 . Cl" c 1shaq L Chanda P.E. Product Control Examiner NOA No.17-1218.21 Expiration Date: December 24, 2019 Approval Date: February15, 2018 E-2 AN � � � �� .231 sE5 [9.R OP �e 4 x ' 9 _ I ., I /•-tea n Evt Ps x xO♦ � � _ '—`ALE �� CIN . 4 ¢ F, � —r _x: m _ • O3 o-w YA6LiH IWY 90W G6 OOOR A AROOQ CORPORATION Irj 1 EGS INfERNgROWA, LLC xcvmemooucro[vmwn[mm 3ll3 9 W ,SiH SIRFEi 4 p) °j v --- - PE BROKE PMM, iL 33009 Pos,mum .�xpowaaavn C lO e� P vn+o IFY !d) °NNI NL !°w) ew-1}U [45\5111\M�=80Q5 W°9 �W NIfM PwaR�Wx 0.1A 11p4M n O i � �a• a• i $ ^ I i + I Y BYYYfiG�YY Y8YY860=YY:YYYYR,SLYBYffiY Y86G�Y 8:98Y86L�Y8Yg�� p B Be B Y �a56g��1 1>505b I� ppp 60I $$ 666b6�16�Igob6bb560�b66Db6by pp pp gg II$$ BB@@ yy BB ��ee ppg�� o nC6 �' p & b oob o s eab� e Ibjb O' b G wb�D 4" bb 1 S6 D66:. �� m�u�igg��b�g�a�je�egsptt�g�g��vY&;jgtt,ga;;�be�eegka�� -p D.b Yoy,YoeOeOtl SD 1. oYekilSoe b'b�bo p=Ykk'�kB Gs' b6b� oC= bb KKXelb bbDl'bb KY'6kka bD L?b D'bD6D6�gg p8 q^Yy3 N866 �Y8NYN86L gY8:��P v-!'5 . Y �; 1 P gg`' y � � LbDbboo'�o �uobboLbb«pptl�p�� '�� \e 'oa0000:C I . d888k Y 8kq b�" Ibbb D' DDb.. s6m"ol R�QQz�i bcuu 9/B' tlW. 1K. p O 4LSR BITE �j 1'�y 4a4 39i 4 q� i {^p 1e0 LI joe ^I� �_ 1 n4LWICYffi911N AV43WG ¢l`5 NW A4F OOO CORD RAM a EGS IMEftNAT10NP1, D b •wo N d g II aaebwrvBnbane,vmesab f Ilj 3133 S.W. TSTN SfftEET we. itnalbmm� (un. sale `+ m ,. v PEudP0ltf PMN, R 33009 aa.a,00 Bu w,sebwm . S. Idn /IP.CI]Y _ pp 1p®Dl ta.E u)1¢n _ Dv 3 1 1 Avn r:Ia 'n• Y •r T-=�£A` YI` LIH: ss ¢n. rav mrna .lass um® TIDE A t%{•M4tI1P1('00Nrg(•'Qco (Mtn:R9 F}+I n5 N91 Irtx6 Its xolmtlxi v' •e• Y r . N®o vumtl IIn Iml Lm slm Mw elva w vy 3\C emp em w im Ym. ® r 1NN=7BI'�W Do'euc16''oF+W SrttUtrvl+£s i Y +'' u.uD� r 5vn DDa �'( /2 )3M. PENflMTIDH IMO tYWD I M 01 M. IrI tl 111 ." 1,7 1MPVy life RHd;-CBNCREIE F r, Y N IMO \36D IDDA ]D TWA ID0.0 ImA b ISiD Ib➢ I91D 1-1 { MIN. EMBFD'W30 [ONCFEIE p3jN a DIY 0•^I)) S. fy-IS W) I Im9 >D-+/, \\).1 11)] IIlO DIRE o) DoM dPECrtY INID CONCRETE Iws Iws ! Iws w D. w +lix ul.l fba I 1-3/4' YIN. EMBED tl b In0 IJIIA 1]DD M 11{ 1., Ima YDD I B:tFxt I<Irl'FSO6f m IN. .1. 1. T E'C- 1/{'M. CMc qry IN {QLp IMI. 1. i 1. 5. 1. Ib.D +no b vw Di. rao INTO MVMI-WOE CgINTY MPFOVED YUWONs y sc IN m. ImD 1.4 11].0 1..4 It].D Se Do]Z W.x +zra OR 1. WU3 SIRUCNRES (NEED/JAYB5) I m H e61 IY.) (3) THREADS YIN. TO EVER BEIOND MI TNIMESS 3. ILD 1LD Ibn y, I C py 34 + 0 IMD Ima Sv AWMWUY: 1/0' UK. MIN. (608T M WI fma - � two b Ib.O 1]lo IL.e 51[ET: 1/ UK N (E J 8 IN D KS YIN Je Io. mD Im9 X 116] I+B.J tLA (J13H. w RWfIR �1M MYW tl ro IL RAtm d fmp IS]] +ma JD-f/{ Ib IIP3 1f93 Ib0 - .l w N m Npa tLA f_4_Ds_ ... .. IL.e _vp.5 +mD w +D..S IC.] fba -AT SIM - -, rn) CON W iLCO' w DAS DI,J _wD TYPE 'B'- 1/4• d4 Nu-m M1A. rr-\]5 N51) t y8� q'. _1 Iba immi Ib; In m m Dlw D+A Y60 DIRECTLY INTOCDNCRL7E o •j M SI nSJ Day - 1_3/4• MIN. EYBm- ID.1 IS m +>A im. 11]D r - - --,- -AT IAY�'--'-i- x rt! •k1C9• TYPE 'A'- \/4• di HOC)) YY 2. +. 1m9 ]D tmD . Pu-In +R er+SJ lY)- INTO RBY MV00 BUC%5 OR H90D SIRUCRIPES EI `y'a a ` 151') \aD 1N9 ep➢ 1m➢ 1-1/Y MIN. PENEIPATON two.0 AJJCHDR TYPES 0. B. C APPIIO a m HEAD pNCHCQi TYPE B APNCMEa AT SILL FSNRU :18f.BUCNS':MO; CONCI;OR.BLOCKSk G'y/F' 3 Q I)D.D 1. I11a WIN.'FkBFD:INEOtCONC�OR�BLOC15 - m� 131J ]II.D TYPE V- 1%IC DV-oU.LON M'fIM' trv-In MSI Ep+SJ fSl �- tlnn 111.1 114A1. 114.1 \xA 1b4 a4 I DIRECTLY :NtD CCYF;. M f111E0 &DONS 56 m 1-3/4, KIN. EYBED 1I CONC1LLlE I 1-1/' ulw mm two RLOCIts 1n.i.-'IEDA ma 34 Ib.e 1]O.e ILA x 1]a9 ixn Ib9 )TPE 'C'- 114 sirs OR :IXr nnn r:llf. 3M1 b FSMMROVED ULMDn P110 uWll-VDE (WHIT MPFDIED YUVJONS I �4 :Y.vYcaY®L1Y . K 3.-I k Iva fba b t/. 1]nD 1m.D ]ee CMm METPL sIR1 es (HEAD/JAMBS)µI I:• yN p E Sl 4e 1D3 HaD 1I6A 11Ja (3) TIREAD$ YIN. 10 SxmND ammo Mux HIGHNESS 1�ZYLt m .LLUMINUK. 1I UK. MI (6m-T WIN.) I 5IEF1; IIB• UK. WIN. (rY • 36 HSI YM.) Hid 1mx 11v.e II 1. N (ma H arrt.R Yr,N Aou.. ro'C Palm oa c➢xrtn) y ... .. Iwe 1]sw L - . J ue _ m ImA 117A INm CONCRETE - 3-I1r MRS. two NYbD $ITYCNRE . 1' YIN. Ec O II\ WIO YLTN LIRVCR� - 3/4• YW \ [ E 'RN- • • +: _ 3. ]0 b 1]uA Ibe I. \b.D ib.0 ILII Im➢ +L.O ILa 1]Sf 11Si 1Me Wt� Y.YAO AT HEAD. mL OR JIYm SC . Om 0N. �, 1P•..•• ••••••':;V �� 31 b + kI lit 11a.9 I= W1P=EIS AT MIEN, SN4 ON J.W SS 1'e - YNA P9 WIN. Im I..>'-111, _NA O-W 11g3AW/sniFD 131IY.Y. AT JW� tm - 2m 19rIm.> L ID..>Lm 9n.p _es 554 r JONAL n.el m 0 O s¢ sn vre xa nHcu Hw .sane w rwa ROYUCfYN® —� �ir]�IO CvU a/HgMWIN1M1 Ai i1FA{Cte/AsiMfy OS9 Vyu IF UAWT: I JOWI$ M F E W NECPONS SF m w11H wHttE/k"Nw COIAPEO SIUCONE N MIER K SIBFS TOP AND BOi W 00 F D W" EMPANpNG UR0.E FOAU. P NSfA POH ANCHOR HMS TO EE SU F-YPOSEO ANCHORS TO 8 WPEB w NUM. DMON CWFNS. WEEPHOLES: ]/161 X S/Av LEC U 7 27v wt = wFfP SNiS NT" ini AT OUARIER PONM OF FACH PMEL ;n. ypE',�, •'` W2 + ]/e' wEEP H AT 6' FROM MDS AND CEH OF FACH R. WOOD BUM NOT BY m INR-. 4USf SUSfYN L0A➢S WPOSED BY GWNO RiIEM ANB I SEER THEN TO THE SUILONC SRNCNRE w ,D e F a; , r — $gi �� sx o auras Nevs/r ro¢ . vo o Dl y 3 ge (z) �ua use �Nw.a a rrta a i six-\/r oos F tlX[fP.WF MiCM £XTNNIOIt yy @ H �Npa� xryYlx SiE itK WOtlRS NY N PYS SOIGW' ' SS.`/, fdf � 90S4F _11xY s¢ na. L.xWpB W W!R rm vxcNo 41f MFlIS E1 o e• mov • n-\/r uc y, n m � � U. n � 1 V.- N.x H' u,x /.- uµ gp i F 3g� s./.wli9 S�Ee �•. as ). EX]'&RION O f iFW FMS 'J'(AL mo D ,x{K \ 5688) 0 C C C F g � 6 8 88 � 6 � S tl C aml-W6 M .l 111-111, (Ke)'pl .... lama'v+7) xra vupw oau 600cc '13 'MWd 3NO6R1(3d h 133RLS H15L M5 ME � I ixwnuamainm�omx�mn` om `AMOLLtMif31N1 SO3 e wouv "Moa 000nvd� Ij m ssm sums mm ai os m)a wmu 10 u V [O01� N Y 4 $ a ,I �i�a�a�di��JJgoge�saA>S�ZIo�§Y3 FF^F'F ^!gCgidCigEgCCF�Ci CIFCFFCCFFC CCjdC ^lel �'C;��i I �� y i&�;F��i i I�Cg3333 i1 p i g�EgCi�IC g q9 FC �'� dC gCg bFbC A