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HomeMy WebLinkAboutProduct Approval (3) -MIAMI--DADE` M AMI-DADS COUNTY a PRODUCT CONTROL-SECTION DEPARTMENT OF REGULATORY AND ECONOMIC'RESOi7RCES.(i2k R 11805 SW 26 Street;Room 108 y y t'J i u sTr(786)315 259,0 F 786 315-2599 BOARD AND CODE ADMINISTRATION DIVISION bR I �:-„ i ) 'e ,� � �r �"'�"•w vw:m amidade. ov/economy NOTICE OF ACCEPTANCE(NOA) • ES Windows LLC' 3550 NW 491 Street °� � L ilk C i z 1Viiami,FL33142 1 C0)UNTY BOCC SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentationsubmittedhas beenreviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other are+MkLe loC thority Having.Jurisdiction.(AHJ). ��JJ�+ This NOA shall not be valid afterthe'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)reservethe right to have this product ormaterial tested for quality assurance purposes.If this pro duct or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and th e AHJ m ay immediately revoke,modify,or suspend the use of such product or material within their jurisdi cti on. 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,andbas been designedto comply with the Florida Building Code,including the-High Velocity Hurricane Zone: DESCRIPTION:Series"EL400''Aluminum Sliding Glas81)od r- r L.M.I. APPROVAL DOCUMENT:DrawingNo.W16-73 Rev B,titled"ES-EL400 Alum.Sliding Glass Door (L.M.I.)",.sheets l through 23 of 23,dated 11/28/16 and last revised on DEC 30, 2 020,prepared by Al- Farooq Corporation,.signed and sealed by Jalal Farooq,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of-Acceptance-number and revision date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and SmaIl`MissileImpact Resistant Limitations: 1. See Elevations in sheets 1,2,314 and anchors requirements.See Header anchor capacity charts in sheet 6 and Glass capacity VS size in sheet 5.Overall Lower Design Pressure(DP)controls for entire the assembly. 2. See sheets 7 thru 13 for various.conifigurations,.tracks,:pockets,non-pockets and allowable frame area.. LABELING:Each unit shall bear-a permanent label with the manufacturer's name or-logo,Baranquilla, Columbia, S.A.,series,andthe following statement:"Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has beenfiled and there has been no change in the applicable building code negatively aifectingthe performance ofthis product. TERMINATION ofthis NOA will occur after the expiration re date or if the has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse ofthis 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 ofthis NOA.shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followedby the expiration.datemaybe displayed in advertising literature. If any portion of the NOA is displayed,then'itshall 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 j ob'site at the request of the Building-'Official. This NOA revises NOA##16-0617.02 consists of this page 1 and evidence pages E-1.,E-2 and E-3,as well. as approval documentmentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. OMMNOA.No.204-ff 06' MIAMI•DAD OUNTY I ��LG �, L� a Expiration Date: July20,2022_ o o. hh s Appraval Date. January 07,2020 James Drago, Digitallysigned by James Page I Architect Drago,Architect AR0009780 APPRO �D Date:2021.04.13 14:44:14 AR0009780 -oa'oo' + r- DOOR FRAME W. - ` - Z m n q J F o- �� q� � O �a S 6 0 S o EXTERIOR WH XO (SHOWN) O h i D DOOR FRAME W. 0 C 0WIn0 � O �z� H �i O t7 fOoF F NOTE: u71 m f k -0 o- 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 0 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5.' 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. m i' XX (SHOWN) EXTERIOR S c DOOR FRAME WIDTH N PRODUCT REVISED U as complying with the Florida Building Code o E i i J i. G NOA�Io. 20-1118.08 xV.- F Expiration Date 07/20/2022 00 cn n CrByM4 ;P; Miam a o Product Control o EXTERIOR LtJOL M F' OX-0 (SHOWN) 0—XO DOOR FRAME WIDTH H F F / N 5 � b � 0 0 R co�Pf o e�>3 EXTERIOR B OX—XX (SHOWN) XX—XO ���N1-. A4 � XX—XX :��r JCF1d9F` 0 APPROVED CONFI GURATIONS INa 23 i NON—POOKETED DOORS DEC 3 p 262U �'• TWO (2) TRACKS �Q' STATE '• � drawing9 no. S .Roa�o�.. ���` W16-73 i DOOR FRAME W. DOOR FRAME WIDTH M ri KH � W H of F jG � F qna w (�/ �o i xz IQI z I � g O O g o.".. U 3X I IL4 I ao ILlu I O _ __ 1 ao L______ I EXTERIOR ` EXTERIOR Q t, PX (SHOWN) PXX (SHOWN) ° XP XXP Cy rr DOOR FRAME WIDTH N O(p H In kEla d m� EXTERIOR o '� PXX—XX (SHOWN) NOTE' n XX—XXP 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. S 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5. DOOR FRAME WIDTH 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. Es z J w 0 in rs i K F J F gE i O Z3L w zz izy4671 Vlv�i� EXTERIOR PRODUCT REVISED PXX—XO (SHOWN) as eompipin with the Floddo 6UHding Coda oX—XXP HOA-No. 20.1118.06 EXplmtlon Dato 07/20/2022 c R DOOR FRAME WIDTH By Iqt..,� _^ Mlam a a ro uct Control ag I w I X / F / J / c a^� lob `ttllululp���� g6 l a D low A �weY PXX—XX (SHOWN) NO. XX-XXP DEC a o �n g d PXX—XXP APPROVED CONFIGURATIONS �110 BTATEO r, � drawfig`no. POCKETED DOOR c � ••.FZORIOP. W1 6-73 TWO (2) TRACKS r^ �'J: DooR FRr�ME wIDTH NOTE: � l 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. fo 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS 3 E % F F REpUIREMENTS SEE SHEET 5. O q r 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. A C p a oxx (SHOWN) EXTERIOR fJ CXX0 u!� O IL a Dot PRODUCT REVISED a` zN s n as wmplyyln with the Florida Q v Building Cod90 ly=h NOA-No. 20.1116.00 DOOR FRAME WIDTH Explrotlon Date 07/20/2022 Q N E C By I"I•Un.s Miam ado Product 6ontro ro n H i F Al F v h j m C o m b p o ion y 2 EXTERIOR xxx (SHOWN) N VI N n C) ni Z��"� c 3z�•'� W W M Z 12 DOOR FRAME WIDTH EXTERIOR y a b z� E F i F F % F N S C lylll 11l!// a m g OXX—xxx (SHOWN) p�f� xxx—xxo t.. 3 8 2ozo - xxx—xxx APPROV D E drawing`no. NON—PQcxETRD QQQRc "ZORI'�S� THREE (3) TRACKS J� s ..•..•.. W16-73 1�;```` sheet 9 of 23 r• 1 DOOR FRAME WIDTH NOTE: I� V 1� n 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY, `^ r 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS p F F �a REQUIREMENTS SEE SHEET 5. 72 7i --? 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19.� o- o IN IiCo o `t: O So i ao � ` - EXTERIOR4 o ,1 yyNj� PXXX(SHOWN) a¢2 XXXP paoo 1 1% 0 N --- 01 � I�p I FF I = m I°O g N DOOR FRAME WIDTH EXTERIOR o N j PRODUCT REVISED 2 I as eomplyln with the Florida F F f EBui NOIA-No.Ce20-1118.06 a Expiration Date 0712 122022 n 3 En " Z m By Is�2 I•L�i,nk p I LL Mlaml-Dade Produet Centro 0 3 Z 1^ PXXX—XXO (SHOWN) OXX—XXXP �a Iz Izzm �R ISo DOOR FRAME WIDTH EXTERIOR sz K i F % H ```````�� � I � Na 81223 I I DEC 3 0 2020 APPROVED CONFIGURATIONS %�O••- •• drawing no. PXXX—XXX (SHOWN) POCKETED DOORS A(ORID P cXX XXX cP THREE (33) TRACKS J DOOR FRAME WIDTH w NOTE: 11� 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPUCABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. �k h Q f F F �• F 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. QQ Ifs fL a iL N�a 8 0 q 0 OXXX XXXO(SHOWN) cy EXTERIOR Q pg"°O O NNR Z° N DOOR FRAME WIDTH J a l l PRODUCT REVISED a w m f as ilding Co compig with the Florida Bude H % j G NOA-No 20-1118 06 118 Expiration Date 07/20/2022By Is�-7Mloml-0ado roduct Control 0 0 XXXX (SHOWN) EXTERIOR o Ir 300)M 0p n m o Z Z' ro 3 Si rll vi�Q f3 �L — � 1. EXTERIOR m$ DOOR FRAME WIDTH s� H % J % % MOO/ E `t111111111////// �c<m DEC 3� zQ20 _*: Al0.* • •,y�.�C_ o � 7 5 APPROVPD CONFIG IRATIONG 1••, STATE •. � drowing no. XXXX—XXXO(SHOWN) NON—PO KEr D-DOORS �i��i'�ORIC ®\�`� W16-73 oxxx—xxxx XXXX—xXZX FOUR (4) TRACKS '/��'00 �`` '//IINP+LTIt�� sheet 11 of23 ,I • o tj DOOR FRAME WIDTH �� r----- I m i C) q m� a I I H F i F F f fi 0 `� U a d5 S Z= If•O w/ PXXXX (SHOWN) XXXXP n c NOTE: as PRODUCT REVISED 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. as com ndinp Ingg with the Florida 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS _ Bag ado NOA-No. 20.1118.06 REQUIREMENTS SEE SHEET 5. = v°3 Expiration Data 07/2012022 3. FOR ANCHOR DETAILS SEE SHEETS 14 rFIRU 19. gy Icc.y l•L/„.a. o e MIamF-Dade Product Contra o in z �w c D= ---- N u v~)c N 3 I � p011, 1 a z ' W M �" IZ I�N 1 I�o I EXTERIOR ah DOOR FRAME WIDTH a U I K % / F / F / F / J / e I o m o j t+ `,11111 IFIII�T 0 --�� ................ 3F 0 PXXXX—XXXO(SHOWN) Na. 3 OXXX—XXXXP DEC 3 r o�D10 _ v APPROVED .ONFIG RATIONS % ,•• POCKETED DOORS �A .. � drawing no. ': •.,,oR1DR• ���,. W16-73 FOUR (4) TRACKS NOTE: �v 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS m 3 REQUIREMENTS SEE SHEET 5. Z u 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. F " I 00 � CL . 0 a0 o�ao � PRODUCT REVISED G 'b as comp%V with the Florida of C Cod Q Building a �i'Z o f NoA-No. 20-1118.06 8 m E Expiration Date 07/20/2022 Dy Ist-7I.L411k MlamF-Dade Product CoMro ^ m of g � J n m C J jZ J W N vi�i��, 3 r----- zO 3 n m _Z I 'S Z�n d Ij Lp I� W LO laI I,Z �zz 0 --- '- EXTERIOR c'� V d O a DODR FRAME WIDTH i�mm C m H n I K % F H 1`%,J%11 11111 fj,!!'/ <m xe I a z z o- C� da -0 -0 `� ` �� 'tyCENB�c'.;'k✓�i m o O x No. 23 I a0PXXX- APPROVED CONFIGURATIONS DEC 3/► q ���'.. BT� : drawing9 no. XXXXxXXXXP(SHOWN) POCKETED DOOR u[O i PXXXX-XXXXP FOUR (4) TRACKS 1d .,�5® �to% W16-73 i!!xl ALINI� sheet 13 of 23 i yt1,, p m TYPICAL ANCHORS TYPICAL ANCHORS %� SEE ELEV. SEE ELEV.11� 1 g U FOR SPACING FOR SPACING mac 1 13/.16' WOOD B CBK � � Z m 3 EDGE DIST. 11.. ...MINICONCRETE cl o N N ..1. ..1.• ••�i• N h EDGE OISf. 1 13/16- 3 KSI MIN. uu611 4 a�' '•1 O p[a o 0 M14• �d I E1 I M5 ���i�7 gygygg M73 m UUUGIIII Q�p N�r E4 1 1 i 1 1 I I I II 1 PRODUCT REVISED m I I I I I I ac eomplying with the Florida v n 1 I I I! ! I 1 1 ! HWlding Code w Noa=no. 20-1118-06 S 2 I I I I j Expiration Date 0712012022 0 Mlam a ro Yct Con rol S I I I S y�y I I I I O p (Y d o i i i i i i o rr 1 I f I 1 1 ❑ r j i i i di i v Snn i �{ 1 I I I I f I I I I I I I I i t I 1 1 1 11 I I I II .I I II I� E15 E6 M13 I I II I I 11 I• l i o EB I 1 1E2t I I I M73 E77 C??9 O 1 I O l 1 1 O e E M12 I II O E17 I EI6 71 M5 E2 '.CONCRETE CONCf�ETEd,� I. ...�." 9C!';•vCFJi3F' ��� 1 •° o '3 ASI'MIM,'.•. •tom 13/i 6^ POURED de HARDENED •3 K51 MFA IN,`. 1�13/ia" • ., HIGH STRENGTH GROUT •• •, w 4N" NON-SHRINK, NON-METALLIC N.'. No. 223 EDGE DISf. n Pc-50D0 PSI MIN. EDGE DISf. DEC 3 O ZOZO 5`1:• •.3 •s $' �,t MUST TRANSFERD HEAR '. g�('' � 9a` LOADS TO STRUCTURE TYPICAL drawin no. TYPICAL ANCHORS SEE ELEM SEE ANCHORS � '•.�ORIDF,:'�\��� W'�6-73 FOR SPACING FOR SPACING 7 T/��® M t ��� sheet 4 of y3 m METAL Y.1V STRUCTURES TYPICAL ANCHORS: SEE ELEV, FOR SPACING EDGE DIST. MIN EDGE DIST. 1 13/16' 1/B°THK. m 3 — AT HEAD —•—-— —• — • MIN. C) h h TYPE 'A= 1/4" DIA ULTRACON+ BY 'D W 1Y (Fu-164 K51,Fy=148 KSI) aI INTO WOOD STRUCTURES 2' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONCRETE _z A a µµI N 1-3/4" MIN. EMBED INTO CONCRETE, 1-1/2" MIN. EDGE DIST. ! m w I I N� N m U� �aI, THRU 2BY BUCKS INTO CONCRETE � �� � o 1-1/2" MIN. EMBED INTO CONCRETE, 1-1/2" MIN. EDGE DIST. �� n� p&o a TYPE 'B'- 1/4" DA_ U ACON.+. BY IEWA+T' (FU-164 K51, Fy-148 K6I) I 0 W 2O DIRECTLY INTO CONCRETE TYPICAL ANCHORS TYPICAL ANCHORS ----------------------- SEE ELEV. SEE ELEV. II MtAMI-DARE COUNTY APPR'0 MULLION II Q h o 2" MIN. EMBED INTO CONCRETE, 1-1/2" MIN. EDGE DIST. I FOR SPACING I I 4 z FOR SPACING II SEE SEPARATE NOA II + TYPE 'C'- 1/4' DIA• TEK$OR SELF DRILuNG crREWE (GRADE 5 CRS) I INTO F.B.C. APPROVED MULLIONS I ______ ___ _ ___ i OR I -- ---- - INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE v ALUMINUM: 1/8"THK. MIN. (6063-TS MIN.) STEEL: 1/8" THK. MIN. (Fy 36 KSI MIN.) s m (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) F — AT SILL I TYPE 'B'- 7/4" DIA a.ON+ BY'DEWA T' (Fu-164 KSI, Fy.148 KSI) PRODUCT REVISED TYPICAL PNCHORS — DIRECTLY INTO CONCRETE as complying with The Florida FOR SPACING � 1-3 4" MIN. EMBED INTO CONCRETE — _ — — I NOA-no. 2 j N / —J NOA-No. 20-1118.06 y (n�ij a,o — AT JAMBS — — • — — _ Expiration oat.07/20/2022 30 I By Is"Z l•Lti,"� _z 3 TYPE 'A'- 1/4" DIA. ULTRACON+ BY 'DEWA T' (Fu=184 KSI, Fy=148 KSI) Ml.m ado Product Control ov 3 Z Ci c INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD La THRU 18Y OR 2BY BUCKS INTO CONC. OR FILLED BLOCK I 1-1/4" MIN. EMBED INTO CONCRETE 1-1/2" MIN. EMBED INTO FILLED BLOCKS TYPE 'B'- 1/4" DIA I A.ON+ BY 'DEWA T' (Fu=164 KSI, Fy-148 KSI) DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS I 2" MIN. EMBED INTO CONCRETE c�8 2' MIN. EMBED INTO GROUT FILLED BLOCKS I TYPE 'C'- 1/4" DIA, TEKS OR SELF F DRILLING INS SCREWS (GRADE 5 CRS) w INTO F.B.C. APPROVED MULLIONS I OR 19Y OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY 'E.S. WOW.' _ INTO METAL STRUCTURES I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE AND TRANSFER THEM TO THE BUILDING STRUCTURE. c I° a P" -S ALUMINUM: 1/8" THK. MIN. (6063-75 MIN.) . STEEL: 1/8" THK. MIN, (Fy = 36 KSI MIN.) Y11Y111 I//// �a m (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)l- — F yid.- - .—.— ,— _ —, J ��..... I ANCHOR EDGE DISTANCE `` N0. 23 INTO CONCRETE AND MASONRY = 2-1/2" MIN. (UNLESS SPECIFIED OTHERWISE) _ y°re 3INTOW000 STRUCTURE.= iMIN, QINTO-METAL STRUCTURE = 3/4" MIN, ��'•, BTATE � drawing no. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. �5.!�[OAIDI;.•'b W16-73 CONCRETE AT HEAD, SILL OR JAMBS f'c . 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. /y///I��jl1j11�`'``` sheet 1Ejof23 O O RQNF.AS REGO. O E19 SEE SHEET 5 METAL TYPICAL ANCHORS 0 q PANEL WIDTH STRUCTURE SEE ELEV. Qx FOR CAPACITY STRUCTURE SPACING ib a ag M15 M11 E26 M16 El D.L•OPG. Ell MY3 M4 M6 E73 E26 (t g o-0 TYPICAL ANCHORS• rv' N SEE ELEV. :• TYPICAL ANCHORS CL W FOR SPACING. _ - SEE ELEV. IC O C LL FOR SPACING Q v pf - � • -fir- - - -_-- _ fj • _JI - - y,z�i�d V o RQNF.AS READ. •; E3 E13 M73 E7 E19 FSEE OR SHEET��� EXTERIOR E6 1/2"1" N LOAD BEARING m �`•.I' PANEL WIDTH SHIMS g 'I 1BY OR 28Y N 1/2"MAX WOOD BUCKS MAX,DOOR FRAME WIDTH 3/13"MAX v LOAD BFARING LOAD—BEARING SHIMS SHIMS U �. PRODUCT REVISED w as complying with tho Ffodda O m Building Code NOA-No. 20-1118.06 m 00 C"M N EXPlratlsn Date(1712 122022 0 i-, By I ca.�I. pAlaml-Dade Pr uat ContrO h 0 Me TYPICAL ANCHORS •"••.,'p 111 M SEE ELEV. FOR SPACING Sy3 e s •: oo oddcel RQNF.AS READ. ;S c 6 E6 M5 E12 E19 SEE SHEET 5 FOR CAPACITY tll 111111)))r c s m 1/2-MAX.,` MAX.DOOR FRAME WIDTH LOAD HIMS 1NG _ 1 DEC .Nd � n drawing no. STA. 2D2A ,.2oRiD!.• ���I W16-73 '')"Ii'mA�l�lt�\` sheet 16 of 93 n W PRODUCT REVISED as eomplyln with the Florida Z n Building code Q a NOA-No. 20-1176.06 Expiration Date 07/20/2022 c 6 Br Isw 7 I.Lti,"k 00 Mlaml-De a Product Control yW1 O C a 0 coo HOOK STRIP ANCHORS 04 C SEE N_ FOR SPAS CL NG Z" HOOK STRIP ANCHORS: SEE ELEV.FOR SPACING / C a y ,2• Et4 Mq 1/4" D - UITRACQN+ BY 'DFWAIT (FU-164 KSI,Fy=148 KSI) h ' G DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS 5�t 1-3/4" MIN. EMBED INTO CONCRETE g 3 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS c 414 SMS (GRADE 2 CRS) INTO 213Y WOOD BUCKS OR WOOD STRUCTURES V 1-1/2" MIN. PENETRATION INTO WOOD z w 914 cMs OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE p M o n ALUMINUM: 1/6" THK. MIN. (6063-T5 MIN.) Z �z � STEEL- 1/6"THK. MIN. (Fy = 36 KSI MIN.) u (STEEL IN CONTACT WfrH ALUMINUM TO BE PLATED OR PAINTED) Eh TYPICAL EDGEDISTAN_ W M INTO CONCRETE AND MASONRY - 2" MIN. POCKETED JAMB OPTION INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. POCKET CAVITY NOT BY'E.S.WINDOWS' NOT PART OF THIS NOA o TO BE RENEWED BY AHJ Q e Up 0 O qq� C d ry �O S s� `�11L1 IUIi��� <FA No. 3 0 n DEC _ $drawing9 no. • �14 r. J t 1BY OR 2BY METAL WOOD BUCK STRUCTURES (SEE NOTE SHEEP 1) rc z 1/8"THK. 5/8. (SEE SHEET15) z, EDGE 3 5/8" ago a i �,e •.AI 1.1;•1:: SAC E. E. ISL 3 5/8• � DIST. MN. rz q I MIN. W i NZ IL E1A m s � N TYPICAL ANCHORSSEE a ci S'TYPICAL ANCHORS 9 N TYPICAL ANCHORS S TYPICALF R SPACING RICAL ANCHORS rn Q AT b G TYv SEE ELM, SEE ELEVS. SEE ELEVS. T--- ._____= =_—=1 Z q FOR SPACING FOR SPACING FOR SPACING 1 M -DADE COUNTY APPR'D MULLION I Q ci ii geg (SEE SHEET 15j Gf .21 � N J I m PRODUCT REVISED $ as complyln with the Florida NDA-No Co20-1 118.08 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS vq� P.Yplration Dote 07/20/2022 - SEE ELEY. SEE ELEV. SEE ELEV. SEE OXV c� FOR SPACING FOR SPACING FOR SPACING FOR SPACING J By lo.7 I.Lln�k oz Mlam a e Product Co rol © 1/2"MAX. 3/8•MAX. y U)U)j C�+ 1/2"MAX. LOAD BEARING LOAD BEARING = p,ma.M j' l LOAD BEARING SHIMS SHIMS ❑ M m SHIMS WOOD STRU RE 8I V7 " W W LO ^ E3A ro n n z n z R N N N N O p TYPICAL ANCHORS - - - E U C SEE a SPACI FOR SPACING W5� °� w •.!•:, w E7A 1/2" 1 0 0 B LOAD BEARING .N ' SHIMS 1BY OR 28Y ♦♦,1 Il 11 lllrrl °c m WOOD BUCK ♦♦♦" ®�, �� /ire (SEE NOTE SHEET 1) .♦ @�; •• •`••'� ••I•• CONCRETE n N0. 3 n EDGE .•3"$/8p 3 KS(MIN. e 3 A 1 {7 = a N DIST, MIN. V���a ` •,. \ ,y drawing`no. 3 TRACK FRAMES ��• '••F.0RIDI", ANCHOR LOCATIONS I°rrrii OQN���i��♦♦ i1lI111♦ sheet�8ofQ3 J J r' y 1BY OR 28Y METAL_ STRUCTURES (SEE NOTE SHEET 1) N BUCKZ V/1.THK,= SEE SHEEP 15) m •'i.E06E.�I`[T.:. ' 3 5/8 •':I,",.a •,: 8" EDGE DIST. 3 5/8` Z ^m 3 1 MIN'a•" •j v yi EDGE GIST. g iv MN. y �. MIN. a ^S w n _ u O�i � N 0 Opyy ,N CL a N z O LTYPICAL ANCHORS Q1 y u = TYPICAL ANCHORS O Elf m SEE ELEVS• FOR SPACING �g a o Ww FOR SPACING ^"y a m q QA TYPICAL ANCHORS p SEE ELEVS. �� [-r===_=__�_�__=_=___= FOR SPACING _ I •'..EF)E'615T.:.•'•. 3`J/6T' ;y�• I� MIAMI-OADE COUNTY APPR'0 MULLION ' �1 •'� 11 SEE SEPARATE NOA It Q U1 (SEE SHEET 15) 11 LL?p a H Vml TYPICAL ANCHORS SEE ELEVS. FOR SPACING o o PRODUCT REVISED as eomplyyingg with the Florida TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS Buflding Codo NOA-No• 20.1118.06 SEE ELL'6 SEE ELEVSPA6 SEE ELEVSPA6 SEE ELEV SFid U FOR SPACING FOR SPACING FOR SPACING FOR SPACING � Expiration Bate 07/20I2022 1/2- MAX. By ISw•Z I•Lh"n]. O LOAD BEARING LOAD BEARING - G 1/2`MAX. 3/8"MAX. y N Nµ M1amhDa a Product Control C SHIMS SHIMS TOAD BEARING m a Z3 WOOD STRU LIRE 1S Lu fq E38 io ip '� °•a '� m R^ Z \ \ U Z \Z x N � .. N_� .• N � m� N N N N C a R m TYPICAL ANCHORS a �.q o •°; SEE ELEVS. © FOR SPACING p p� QB y 6 EXT. E7(T, IXT. EXT. 'S 1/2"MAX. 1 BY OR 23Y ```%1ppi 1 LOAD BEARING WOOD BUCK ---- — ......$ ,. - SHIMS (SEE NOTE SHEET 1) `��� VOF1tSE''••• 7 00¢- ... .' .CONCRETE EDGE ,57/16"-MI N:'. 3 KSI MIN. /� ,:�•, '� DIST. �/ �gy 9 t�3 :� •� y drawing no. 4 TRACK FRAMES �2� '�.,�`�:'' �!••'v� W16-73 ANCHOR LOCATIONS f/jW®NAL1 �`` sheet 19 of 23 r� r4 rrEM A PART/ REQD. DESCRIPTION MATERIAL MANF./SUPFLiRR/RENARXS E1 ES-EL400-001 1 FRAME HEAD(2 TRACK) 6063-T6 - n EtA ES-EL400-201 AS REQD. FRAME HEAD(3 TRACK) 6063-T6 E18 ES-EL400-205 AS READ. FRAME HEAD(4 TRACK) 6063-TS - Z E2 ES-E1.4D0-0C2 1 FRAME SILL(2 TRACK) 6063-T6 E2A ES-EL400-202 AS REQD. FRAME SILL(3 TRACK) 5063-T6 r � E28 ES-EL400-206 AS READ. FRAME SILL(4 TRACK) 6053-TS - IL Np1.I g v E3 ES-EL400-003 2 FRAME JAMB(2 TRACK) 6063-T6 - ry • E3A ES-EL400-203 AS REDD. FRAME JAMB(3 TRACK) 6063-TO - E38 ES-EL400-207 AS REQD, FRAME JAMB(4 TRACK) 6063-T6 - O E4 ES-EL40D-004 1/PANEL TOP RAIL(INSUL LAM.GLASS) 8083-T6 - (�Ogg 44 ES ES-EL400-005 1/PANEL BOTTOM RAIL(INSUL LAM.GLASS) 6063-T6 - O a G C E6 ES-EL400-006 AS REQD. JAMB STILE(INSUL LAM.GLASS) 6063-TB - Q.3 u�1j E7 ES-EL40D-DO7 AS REDD. INTERLOCK STILE(INSUL LAM.GLASS) 6063-Tfi - Z O h Es ES-EL400-009 1/PANEL TOP RAIL(LAM.GLASS) 6063-T6 - Z N E9 ES-EL400-010 1/PANEL 807TOM RAIL(LAM.CLASS) 6063-T6 - Q z g E1O ES-EL400-011 AS READ. JAMB STILE(LAM.GLASS) 6003-TB - YL Ell ES-EL400-012 AS REDD. INTERLOCK SOLE(LAM.CLASS) 6063-TS - PRODUCT REVISED as complyln®with the Florida E72 ES-EL400-013 AS READ. ASTRAGAL STILE(LAM.GLASS) 606346 - Building Code E12A ES-EL400-008 AS REDD. ASTRAGAL STILE(INSUL LAM.GLASS) 6063-TS - NOA-No. 20-11118.06 E13 ES-EL400-014 AS REDD. JAMB COVER 6063-T5 - Expiration Date 07/20/2022 E14 FS-E7400-015 AS REDD. I POCKET JAMB 6063-T5 - gY If1«Z 1.z4-. O EIS ES-EL400-0IS AS READ. SILL TRACK 6063-T6 - Mfom a eProduct Contra g N E18 ES-F1400-017 AS RE00. HEAD COVER 6063-TS - E17 ES-EL400-018 AS REQD. SILL RISER 6063-TB - E18 ES-EL400-020 AS REDO. FIXED PANEL BOTTOM GUIDE 6063-T6 - E19 ES-EL400-021 AS REDD. INTERLOCK REINFORCEMENT 6005-T5 - O' h to w E26 ES-6011 AS READ. SCREW COVER 8063-T6 a? 3O C) MI ES-EL400-G01 4/PANEL GLAZING GASKET(LAM,GLASS) SILICONE DUROMETER 70*3 SHORE A Z_ M2 ES-EL400-G02 4/PANEL GLAZING GASKET(INSUL.LAM.GLASS) SILICONE DUROMEIER 7013 SHORE A 5 �z LL M3 ES2020-GO4 AS REDD. INTERLOCK BUMPER PVC OURCMErER 80±5 SHORE D C1 vi N M4 W33271NK AS REDD. PILE W'STRIPPING(INTERLOCK) WOOL - W UJ Ln 9 M5 W3318INK AS REDD. PILE W'STRIPPING WOOL - M6 PSOI-0014 AS READ. DOOR HANDLE DIE CAST ALUM TWO POINT HANDLE LOCK M7 PS01-1015 AS REDD. STRIKE FOR MORTISE MOUNT METALLIC HANDLE AT 44'FROM BOTTOMSE LOCK Sr.STEEL - FASTENED TO LOCK STILE(>QTH �Yn MB PSO1-1036 AS REDD. MORTISE 2 POINT LOCK ST.STEEL - (2) A8 X 1/2' FH SMS 2 M9 GT-R34/3-01-A 2/PANEL ROLLER ASSEMBLY ZAMAK - SURFACE MOUNT METALLIC PLY DUAL HOOK LOCK M10 8844.1 AS REDD. BUMPER ALUM/NYLON - 44'FROM BOTTOM o B n M11 ES-EL400-FPI SL AS REQD, FIX.PANEL CUP ST.STEEL _ FASTENED TO LOCK STILE WITH (2) #10 X 1'FH SMS - M12 B8 X 3/4' AS REDD. KEEPER FASTENERS ST.STEEL P.H.SMS uoi SURFACE MOUNT METALLIC KEEPER AT 44"FROM BOTTOM d aty IA13 #10 X 1-1/4' AS REQD. PANEL ASSEMBLY FASTENERS Sr.STEEL P.H.SMS FASTENED TO FRAME JAMB D ASTRAGAL STILE WITH M14 #12 X 1-1/2' AS REDD. FRAME ASSEMBLY FASTENERS ST.STEEL P.H.EMS (3) d8 X 3/4'PH SMS M15 06 X 3/8' AS REQD. FIX.PANEL CUP FASTENERS Sr.STEEL P.H.SMS e M16 �8% 1/2' AS REQD. FIX.PANEL CUP FASTENERS ST.STEEL F.H.SMS 'y M18 AIO X 1/2' AS REQD. ROLLER FASTENERS ST.STEEL P.H.SMS M79 #10 X 1' AS REQD. LOCK INSTALLATION FASTENERS ST.STEEL F.H.SMS ST.STEEL F.H.SMS `,p\�1��7j7777 ��a m M20 88 X 1/2' AS REDD. HANDLE INSTALLATION FASTENERS `\� ���MMM"' •.•"'''4 m - -, ��' yLCENBLI•'• �i m •r a _C3p �� SEALANT: ©t drawing no. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH ,`�' J2oR1OP.:' \ WHITE/ALUMINUM COLORED SILICONE. �i�tS�p"'••••• '' ��� W16-73 A777IjONA� � sheet 20 of 23 re i n, 'y �-4.575'062 �5.588 .062 �7.49070 — --T yn 3 .743 1 i51 i t �IT—Tm P, .y' _JL _JL Q'E x't}(I z 0.'p 3 U EI FRAME HEAD (2 TRACK) E1A FRAME HEAD (3 TRACK) E1B FRAME HEAD (4 TRACK) a [� • ao� .062 0 .062 .070 a n 2.000 2.000 2.000 Q d¢WJ u�l .5.58�I I� I Q W H o r k-- 4.782--W Imo--- I I �Z o g L 5.894 -I 7.704- —�{ Q 6 m E2 FRAME SILL (2 TRACK) — FRAME SILL (3 TRACK) E29 FRAME SILL (4 TRACK) 1.380 1.380 n L P3.75 PRODUCT REVISED as aom Iyln with the Florida o s ,062 Bullding Code y C: 072 Non-No. 20-1118.06 F.xplratlon Date 07/20/2022 r By W-7 Miami-Dade Product Contro : jN4. 5.686 5.525 7.496 7.335 � — 062 O03M p M d (n N 072 W n E3 O E3B g�' FRAME JAMB (2 TRACK) FRAME JAMB (3 TRACK) FRAME JAMB (4 TRACK) c a r.062 c�a 1.74�`LLI=73:24 m� 433 ° o c s� 2.750 E74 POCKET JAMB ��,:� ��.• i' " No.81223 DEC 3 p 202U `� drowing no. W16-73 I-fill lltt sheet Q�of 23 st 1.340 1.340 1.875�j �1.875-1 L I m .094 •094'FF .929 g 2.686 ,082 811 2.688 .0621 811 .062 .082 O L L .052 1.9'oa g .866I� 1 I� 1 M1 G M..GIASSE a� PANEL TOP RAIL PANEL TOP RAIL EB (L GLASS) E4 (INSUL LAM.GLASS) =3. �i 3.422-�I 1.340 Q C 5e6 ASTRAGAL STILE ASTRAGAL STILE 0'� 2 (LAM.GLASS) 1 (INSUL LAM.GLASS) •972 a' c n N 1.732 .062 1.075 J V 2.993 .012 2.993 ,062 X71 0 2.118 2.118 QL Uc M2 GLAZING GASKETINSUL LAM.CUSS 1.350 .125 g m 1.341D bl 1.340 MATERIAL-SILICONE J i� .929 HARDNESS-70t w 3 m PANEL BOTTM RAIL PANEL BOTTM RAIL E16 HEAD COVER TENSILE STRENGTH � 1139 PSI no ELONGATION AT BREAK-235% g E9 (LAIC.GLASS) (INSUL LAM.CLASS) Eie INTERLOCK STIFFENER 243-y TEAR STRENGTH o 107 L6/W 89 BRITTLENESS TEMPERATURE m-40'F 2.926-�{ 2,926� ;;� COMPRESSION SET= 12.5%(22h®212'F)062 Iz01.Lf 1.340 1.490 .30 .087� 1 .050 yj V7 T mod.m FTI PRODUCT REVISED o`t M m 51 2.051 E1e ac=ICYtng with the Florida o¢ Z�J"� Building coddo 3 z�i N FIX. PANEL BOTTOM GUIDE E13 JAMB COVER t40n-No. 20-1118.06, g PANEL JAMB STILE PANEL JAMB STILE Expiration Date 07/20/2022 E1D (LAM.CLASS) E6 (INSUL LAM.GLASS) 711. By icw?I•Lb,..,. Li"' 050 .z67 p- miamL-Dade Product Control 2750 2.75D---�{ ,512I-�- �� .115 115 I T- 040 .711 1 .275 1.340 1.798 1•340 1.798 E26 o g a .062 .062 E16 TRACK INSERT SCREW COVER P- 1.522 1.622 u e�� INTERLOCK STILE INTERLOCK STILE E11 ( Gam) (INSUL.LAM.GLASS) c d a m 0 0-.e S o .500 ����'�CF14gF ��� i •u gg 1.74� .062�+I� F�3p 1020 .�®'• STATE �,�� drawing�no E77 SILL RISER '� s/ONAL, �`` sheet 22 of 23 w 1-50 Z q p o9 "w / a o / O O o u M14 t fe c / M13 0 0 0 IL a COIN 0 fn aERE m FRAME TOP CORNER 2 TRACK FRAMES(SHOWN) 0 3 TRACK FRAMES(SIMILAR)WITH (1)ADDL FASTENER o 4 TRACK FRAMES(SIMILAR)WITH(2)ADDL FASTENERS PANEL TOR/BOTTOM CORNER LAM. GLASS RAIL&STILE(SHOWN) INSUL LAM.GLASS RAIL k STILE(SIMILAR) J Z J a v=i 04n J 0O M n o Z� 1A14 PRODUCT REVISED �I C4 " as eomplyln e with the Florida w Ld M- Building Cod NOn-No. 20-1118.06 Expiration Data 07120/2022 Mleml-Deero ue on lro / ao C N"•l m as 111111111f� ��a m ������lcENBF' �i 5 •¢ n DEC 3 p 2D20 FRAME BOTTOM CORNER �= o 2 TRACK FRAMES(SHOWN) 3 TRACK FRAMES(SIMILAR)WITH(1)ADDL FASTENER W1 6-73 8T ,i.�� drawing no, 4 TRACK FRAMES(SIMILAR)WITH(2)ADDL.FASTENERS AZO.... • ''' f�d'1�11;�``` sfieel 23 of 23 4127/2021i _ 1 Miami-Dade County Miami-Dade ounty Building Product Control Search Detail Applicant Information Applicant E.S. Windows, LLC RECEIVED Contact Samir Sabagh Address 3550 NW 49th Street APR 2 9 2021 City Miami ST. Lucie County, Permitting State Florida ZipCode 33142 Phone (305) 342-0890 Fax (305) 624-7767 Email ssabagh@energiasolarsa.com Internet You may also be interested in other N.O.A.files approved for the above Applicant NOA Description Expires 20-1208.07 Series"EL200"Aluminum Horizontal Rolling Window-L.M.I. January/19/2022 (library_/productcontrol/noa/20120807.pdf 17-1114.07 Series"EL-100"Aluminum Single Hung Window-L.M.I. May/4/2022 (library_/productcontrol/noa/17111407.pdf ). fifiWO 20-0427.11 2A Series EL4.00-10 Aluminum Siding Glass.Door-LMI July/20/2022- (library_/productcontrol/noa/20042711.pdf 20-1118.06 lei Series EL400 Aluminum Siding Glass.Door:-LMI J.u1y12072022 (library_/productcontrol/noa/20111806.pdf 20-1118.07 Series"ES-9100"Aluminum Outswing Door-SMI October/12/2022 (library_/productcontrol/noa/20111807.pdf I 16-0617.03 Series EL300 Aluminum Swing Door-LMI January/4/2023 (lib rary_/productcon trol/noa/1606l 7O3.pdf 20-1118.08 k ES Series 6500 3-Track Aluminum Sliding Glass Door-LMI March/28/2023 (library_/productcontrol/noa/20111808.pdf 20-1118.03 d Series"ES-8000"Aluminum Window Wall System-L.M.I. April/3/2023 (library_/productcontrol/noa/20111803.pdf www.miamidade.gov/building/pc-result—detaii—app.asp?app_plias=l 02041 1/4 41Z7!?021 r -Miami-Dade County NOA - Description Expires Series"5000"Outswin Aluminum Casement Window-L.M.I. A nl/3/2023 20-0915.02 g p (library/productcontrol/noa/20091502.pdf 20-1223.01 V-1 Series"EL-150"Aluminum Fixed Window-.L.M.I May/18/2023 (library_/productcontrol/noa/20122301.pdf Series 6100 Aluminum SlidingGlass Doors w/Reinforcements-SMI June/14/2023 18-0129.06 ICJ (library_/productcontrol/noa/18012906.pdf (Wet Glazed)-SMI 17-1218.08 Series 7000"Aluminum Window Wall System-L.M.I. July/25/2023 (library_/productcontrol/noa/17121808.pdf 20-1118.09 -1 ES series 6500 Aluminum Sliding Glass Door w/Reinforcements- September/19/2023 (library_/productcontrol/noa/20111809.pdf LMI 20-1118.10 Ed Series"ES-6600 Ultra Dry-Glazed"Aluminum Sliding Glass Door w/ September/1912023 (library_/productcontrol/noa/20111810.pdf Reinforcements-S.M.I. 20-1118.11 Series"ES-6500 Ultra".Aluminum Sliding Glass Door wl September/19/2023 (library_/productcontrol/noa/20111811.pdf Reinforcements-L.M.I. 20-1116.03 d Series"ES-5500"Aluminum Project Out Window- L.M.I. October/1 1/2023 (library_/productcontrol/noa/20111603.pdf 20-1116.04 �IJ Series"ES-5600"Aluminum Project Out Window-S.M.I. October/25/2023 (library_/productcontrol/noa/20111604.pdf 20-0915.01 1L Series "l00011050"Aluminum Single Hung Window-L.M.I. November/6/2023 (library_/productcontrol/noa/20091501.pdf 1. 20-1202.06 tl Series"2000/2050"Aluminum Horizontal Sliding Window-L.M.I. November/6/2023 (library_/productcontrol/noa/20120206.pdf 20-1208.09I Series"1500"Aluminum Fixed Window-L.M.I. November/6/2023 (library_/productcontrol/noa/20120809.pdf 17-1218.09 Ell Series 7100"Aluminum Window Wall System-S.M.I. November/7/2023 (library_/productcontrol/noa/17121809.pdf 20-1208.11 Series"1100WW"Aluminum Single Hung Window-S.M.I. December/13/2023 (library_/productcontrol/noa/20120811.pdf www.miamidade.gov/buildinglpr,result detail app.asp?app alias=102041 2/4 4QT,142021 Y -Miami-Dade County NOA Description Expires 20-1208.12 Series 111000WW"Aluminum Single Hung Window-L.M.I. December/1312023 (library/prod uctconfrol/noa/20120812,adf I 21-0113.10 Series Q3000Q Aluminum Outswing French Doors w/wo Sidelites December/20/2023 ,(library/productcontro!/noa/21011310.pdf reinf/un-reinf L.M.I. 18-0319.09 . Series"9000t"Aluminum Outswing French Door w/wo Transom- December/24/2023 (library_/producfcontrol/noa/18031909.pdf L.M.I. Series"4000"Aluminum Sliding Glass Door w/reinforcements- March/18/2024 18-0905.06U (library_/productcontro//noa118090506.pdf L.M.I. 18-1004.05c> ES Series 6000 3-Track/Corner Aluminum Sliding.Glass Doors August/22/2024 (library_/productconntro!/noal18100405.pdf w/wo Reinforcements-LMI 18-1004.06 t ES Series 6100 3-Track/Corner Aluminum Sliding Glass Doors August/22/2024 ,(library_/productcontrol/noa/18100406.pdf w/`^io Reinforcements-SMI 16-1130.03 E- ES Series 6000 Aluminum Sliding Glass Doors w/wo September/5/2024 (►ibrary_lproductcontrollnoeI16113003.pdf Reinforcements-LMI 16-1130.04 ES Series 6100 Aluminum Sliding Glass Doors w/wo September/5/2024 (library_/productcontrol/noa/16113004.pdf Reinforcements-SMI 20-1118.12 ES Series 6500 3-Track Aluminum Sliding Glass Door-SMI September/16/2024 (library_Iprod uctcontrollnoa120111812.pdf 20-1118.13 � Clipped, Extruded Aluminum Tube Mullion- L.M.I. September/16/2024 (library_/productcontrol/noaJ20111813.pdf 19-0516.02 V Series"9500"Aluminum Fixed Window-L.M.I. October/28/2024 (library_/productcontrollnoa119051602.pdf 20-1208.10 Series"9500"Aluminum Window Wall System-L.M.I. October/28/2024 (library_Jprod uctcontrollnoaJ20120810.pdf 20-1116.02 �Li Series "ES-P252 Thermally Broken"Aluminum Fixed Window- January/16/2025 (library_/productcontrollnoaJ20111602.pdf L.M.I. Serie"2100"Aluminum Horizontal Sliding Window-S.M.I. February/10/2025 20 1202.07 11-3 (library_/productcontro!/noaJ20120207.pdf www.miamidade.govlbuildinglpc-result detail app.asp?app alias=102041 314 41�7 2021� -Miami-Dade County r NOA Description Expires 20-0310.13 Series"ES-H340 Thermal'Aluminum Single Hung Window-L.M.I. June/25/2025 ,(library_Jprod uctcontrollnoal20031013,pdf 20-0310.14 Series"ES-H340 Thermal'Aluminum Single Hung Window-S.M.I. June/25/2025 (librarylpro ductcontrollnoal20031014,pdf 20-0730.02t Series"1100"Aluminum Single Hung Window-S.M.I. August/11/2025 (1i(nary_/productcontrol/noa/20073002,pdf 20=1208.08 t ! Series"l600"Aluminum Fixed Window-S.M.I. March/31/2026 (library_/productcontrol/noa/20120808.pdf 20-1118.04 z Series"ES-P252 Thermally Broken"Outswing Aluminum Casement August/25/2026 (library_/productcontrollnoa/20111604.pdf Window-L.M.I. 20-1118.02 Series"ES-8000T Thermally Broken"Aluminum Window Wall August/25/2026 ' (library_/productcontrol/noa120111802.pdf System-L.M.I. 20-1202.04 Sereis"ES-SW340 Thermally Broken"Aluminum Horizontal Sliding August/25/2026 (library_(productcontrol/noal2012o204.pdf Window-L.M.I. 20-1202.05 tL Series"ES-SW340 Thermally Broken"Aluminum Horizontal Sliding August/25/2026 (I/drary_Iproductcontrol/noa120120205.pdf Window-S.M.I. 20-1116.01 t Series"5100 Fixed Casement'Aluminum Fixed Window-L.M.I. September/2212026 (library_Iproductcontrollnoa/20111601.pdf 20-1118.05 Series"ES-P252 Thermally Broken"Outswing Aluminum December/22/2026 (library_Iproductcontrollnoal20111805.pdf Casement Window-S.M.I. Page Last Edited:Wed Jan 25,2017 10:40:17 AM MIAMI-DADS www.miamidade.gov/building/paresult detail app.asp?app alias=102041 4/4