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HomeMy WebLinkAboutProduct Approval BCIS Home ; Log In User Registration s Hot Topics Submit S6rcharge Stats&Facts Publications Contact Us 't BCIS Site Mapa Links,'i•`; Search CJI d ; .d Product Approval USER:Public User „ Product Approval Meriu>Product or Application Search>Application List>Application Detail IxI FL# FL17595-R1 - — i 4a ' P FCET� E- Application Type Affirmation Code Version 2017 J U L Q 2019 Application Status Approved ST. Lucie County, Permitting Comments Archived Product Manufacturer EMC Windows and Doors, LLC. Address/Phone/Email 455 E. 10th Ave. Hialeah, FL 33010 (305)28 2 , DV, , ' EMCwind' Lgm I - Authorized Signature Yiping Wang mcy@mcyengineering.com Technical Representative Carlos Perez Address/Phone/Email 455 E. 10th.Ave.. Hialeah, FL 33010 (305)283-6280 EMCwindowsdoors@gmail.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider , Compliance Method Evaluation Report from a Florida Registered Architect or a Licehsed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Yiping Wang Evaluation Report Florida License PE-55983 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Sifu Zhou, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL17595 RI COI Certificate of Independence SS .pdf Referenced Standard and Year(of Standard) Standard Year ASTM E283 2004 ASTM E330 2002 ASTM E331 2000 TAS 201 1994 TAS 202 1994 TAS 203 1994 I t . L Equivalence of Product Standards Certified By Florida.Licensed PEofessidnal Engineer or Architect FL17595"RS Equiv Statement of Equivalence-HR2100'SS.odf Sections from the Code ;riI affirm that there are no changes in the.new Florida Building Code which affect my products)and my product(s) are in' compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity -:,Yes "No' N/A FL17595 R1 COC FBC 2017 Affirmation Letter fl 17595 SS.odf Product Approval Method Method 1 Option D Date Submitted 01/11/2018 Date Validated 01/12/2018 Date Pending FBC Approval Date Approved 03/29/2018 FC,# Model,Number or Name'` Description '_. 17595.1 HR 2100 Aluminum Horizontal HR 2100 Aluminum Horizontal Sliding Window- L.M.I..& Sliding Window S.M.I. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17595 R1 II AD15-14 4-1-15 SS.Pdf Approved for use outside HVHZ:Yes Verified By:Yiping Wang PE'#55983 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +90/-100 Evaluation Reports Other: FOR DESIGN LOADS VS.WINDOW SIZES,SEE FL17595 R1 AE Evaluation Report SS.pdf INSTALLATION INSTRUCTIONS. Created by Independent Third Party:Yes Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not-wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a lice_nsee under Chapter 455,F.S.,please click here. Product Approval Accepts: —199 M Credit.Carel Safe ONEANCHORAT TWO ANCHORS AT FIXED ONEANCHORAT o 111"MAX. CENTER PER PANEL _ MAX.111" PANEL WITH EQUAL SPACING CENTER PER PANEL WINDOW WIDTH WINDOW WIDTH 3 31/2jM1i)(.TYP: �" *15"MAx. 31/2 M .TVF.---—7-'---6118"MAx. HEAD/SILL ORNERS gTHE� HEADISI L ORNERS f—� AT HEAD/SIL Q _ _ —_ __ __. _ _.._ __ 2 z' !D �0 w w in ! °mow i ,ram d .J `Q=; = In O `Q= O Op O xt-L DO 4H � O m Z. 3 N p IO CI aD F � Q oIn Q Q p % X�; m X ! i X 3 X om yy ... x p _ _ p ...........__...D.L.O.(VENT)...... .... D.L.O.._.._.. .._.................. N 31 5/8" 33 112" 31 5I8" 22 318" 52" 22 3/8" W 0 N $ (FIX.LITE) D.L.O.(VENT) D.L.O.(VENT) D.LO.(FIX.LITE) O.L.O.(VENT) Z O 363/4" 36314°..............._...._. 271/2" 271/2" =Z �¢m -........._..... --- -.............__._._.... _._.._......._.........._.I................. x VENT WIDTH VENTWIDTH VENT WIDTH VENT WIDTH W m TYPICAL ELEVATIONS TYPICAL ELEVATIONS >- TESTED XOX(3F'3',3) TESTED XOX(14,2',41) ONE ANCHOR AT 53118- CENTER PER PANEL HR 2100 ALUMINUM HORIZONTAL ROLLING WINDOW i RAME WIDTH 9 3/4 MAX N •HEAD/Sy L-ORNERS AT HEA61 ILL - - - THIS'PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE .a REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010/2014 EDITION INCLUDING HIGH E — - -- — —- -- - VELOCITY HURRICANE ZONE(HVHZ). d 8 / J E HORIZONTAL SLIDING WINDOW RATED FOR LARGE AND SMALL MISSILE IMPACT AND z ui E A DOES NOT REQUIRE SHUTTERS. uwu nxnOr°� Z 00 0 / !i rmnrPoacrevawnox ua:wExr o 0 H i F G °',°e°INNEN.NEo e.Tw"ExaxEEPia o ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 7-10,MULTIPLY BY 0.6 SHALL BE LESS �s°E�n C) Q THAN OR EQUAL TO DESIGN LOAD IN THIS DOCUMENT. o Z LL 3 P.O=OxOTWei".VEPE¢WeareETON z �D ago DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ONILI wslruTE»dx�"°NooE""°N Ec u u7 w o _ = SHEETS S2. den cTE,�MrAxyNo ;m J O FZ 3 C0N0 rsr oerP,Eo avTHs = p = � p °° i Z o a o o _K WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO a wsNNoo�rE w ox°°owEx N �nEraaOENEo ay.Emlr",rrnrn 'j — 3 THE STRUCTURE. p/ XE. ;/ ANCHORS SHALL BE LISTED,SPACED AS SHOWN)N DETAILS,ANCHORS EMBEDMENT �`, E""�xEEN`To"NE�No W a TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, DEAF _ TPEPE px—Ero—EPNONEPUOEOF Ui w B ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART D. � ........_..................... ................._.......................,. OF THIS APPROVAL. {. � ' A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �Q FLX1759 23" 21 1/4 � •, REG N e J LIE)T D.L.O.,VENT) •�I p. nnia_...____................. 26 318" j. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO .'• : 11:4011 .ass77 scux s aOTm VENT•WIDTH, CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2010/2014 FLORIDA BUILDING CODE SECTION AS APPLICABLE. •"k' -- TYPICAL ELEVATIONS TESTED(OX,XO) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF HR-HR OR HORIZONTAL ROLLING WINDOW WITH OTHER WINDOW TYPES IN MODULES OF TWO,OR '•�a� Al)15-14 THESE WINDOWS ARE RATED FOR LARGE MORE WINDOWS USING FLORIDA APPROVED MULLIONS IN BETWEEN.LOWER DESIGN ' •0•P••���, MISSILE IMPACT:SHUTTERS ARE NOT REQUIRED. PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM � rSSIS7tytP -- --- 1 April 1st,2015 4 DESIGN LOAD CAPACITY-PSF(XO&OX) „ - 1/8"ANNEAL GLASS o •, --= .090"GLASSLAM SAFETY nl PLUS II RESIN GLASS TYPE A GLASS TYPE B -- EXT. 1/8"ANNEAL GLASS A WIDTHWIDTH Q._ 21 TT 261/2" 37" 531/8" 63" 74" 261/2" 37" 531/8" 63" 74" 20 HEIGHT HEIGHT O 16'DOW 995 BACK +90 +90 +90 +90 +90 +65 +65 +65 +65 +65 d SILICONE 26" -100 -100 -100 -100 -100 26" -75 -75 -75 -75 -75 _._ U 30-318" +90 +90 +90 +90 +90 38-3/8" +65 +65 +65 +65 +65 m o -100 -100 -100 -100 -100 -75 .-75 -75__-75__-75_ +gp +,9p +90 +90 +90 +65 +65 +65 +65 +65 50-5/8" .100 -100 -100 -100 -92,8 50-518" -75 -75 -75 -75 -75 +65 +65 +65 +65 +65 +65 +65 +65 +65 +65 GLASS TYPE"A" Z rn al ' 63" -75 -75 -75 -75 -71.5 63 -75 -75 -75 -75 -73.5 5/16"OVERALL LAMINATED GLASS 74114" +65 +65 +65 741/4" +65 +65 +65 I �-�, 75 75 75 -75 -75 75 — 118"ANNEALGLA N ........_. _..._.............._.................._.......__...............................______.____....___._.........-.__. ........._.................._..._....._.._......_._.._._._.....-........_...—....._..____..,___-._.........-_.__.._...__........:.___.._.._...._._._._.. _-......._..._....... "TEMP GLA +65 +65' +65 +65 +65 +65 (118 SS FOR USE W 0 `m °u 76" 76" IN SMALL MISSILE AREA) Z O -75 -75 -75 -75 -75 -75 / EXT. �—318"AIR SPACE a 0 y1 — .090"GLASSLAM SAFETY Z m Z DESIGN LOAD CAPACITY-PSF(XOX 1/3-1/3-1/3) 22 PLUS II RESIN W g y 118'ANNEAL GLASS GLASS TYPE"A" GLASS TYPE"B" zo ' 16 DOW 995 BACK WIDTH WIDTH SILICONE 531/8" 63" 74 94112" 111" 531/8" 63" 74" 941/2" 111" HEIGHT HEIGHT I 26" +90 +90 +90- +90 +90 26„ +90 +90 +90 +65 +65 E -100 -100 ' -100 -100 -100 -100 -100 -100 -75 -75 3 O 8 ..-....... ..............._.__.......:....._.............._..........._.............__^..__._....._....._......_..._........._.._..-.._.:.........._......._._......_....._.._...._....................._......._...._...._..._.__..._...................._..._ ...___._..._ _ _ TYPEp. J +g0 ,+ +g0 +g0 +90 +90 +90 +90 +65 +6s;'' I GLA ' z E 38-318" 38-318" W 100 i -100 -100 -100' =100 -100 -100 -100 -75 -75 13116"OVERALL INSULATED LAMINATED GLASS d @� z O +9o,r +90^ +90 +90 +90 +90 +90 +90 +65 +65 0. O o 50 5/8 50-5/81, -.100 -100 100 -100 -100 100 100 100 75 75 O a Z x J i s 63" +65. +65' +65 +65 +65 63" +65 +65 +65 +65 +65 Q -75 -75 -75 -75 -75 -75 -75 -75 -75 -74.1 til d o w DESIGN LOAD CAPACITY-PSF(XOX 1/4-1/2-1/4) GLASS CAPACITIES N THIS SHEET ARE o BASED ON ASTM E1300-09(3 SEC.GUSTS) = 3 GLASS TYPE"A" GLASS TYPE"B" s ay B1 a WIDTH WIDTH 531 /8" 63" ' 74" 94112" 111" 53118" 63" 74" 941/2" 111" - HEIGHT HEIGHT 26 +90 +90 +90 +90 +90 26„ +65 +65 +65 +65 +65 ���`,,� V11AIV h��oi 1'L 17595 -100 -100 -100 -100 -100 -75 -75 -75 -75 -75 +R� ' +90 +90 +90 +90 +85.5 +65 +65 +65 +65 I +65 - REG ?qN 38-318" 38-318" _......._........_ -100 -100 -100 -100 -85.5 -75 -75 -75 -75 I -75 „►' p2esn scnx ',y Nnreo " 50-5/W' +90 +90 +90 +90 +69.7 +63.6 +63.6 +63.6 +63.6 +65 50-518 K %�/ .•• ■ .n " -100 -100 -100 -100 -69.7 -75 -75 -75 -75 -71.8 +65 +65 +65 +65 +56 +63.6 +63.6 +63.6 +63.6 +57.7 63" -75 -75 -75 -75 -56 63 -63.6 -63.6 -63.6 -63.6 -57.7 % ++. RL 0 +•• ��� AD15-••14• I,otiA�p`�,,. s1r sx April 1st,2015 r x : a MIN.EDGE DIST. MIN.EDGE DIST. ev d n T av1.4uc 61 n v w n METAL EDGE 'MN. 2 WOOD STgUCTURE MIN. STRUCTUR � c� m EDGE DIST. u�l v v CONCRETE a a CONCRETE (� �, �- --1 BY WOOD BUCK --�� --- 1 BY WOOD BUCK 43 11 12.......-- � --TYP.ANCHORS � ..,.•`` � -- - n m p- g SEE ELEV.FOR 12 '" ��• TYP.ANCHORS SPACING n SEE ELEV.FOR Z ., v ...........23 SPACING W2 o s ZU A DETAIL DETAIL w z � AT X PANEL ATO PANEL U ° x x o U E EXTERIOR \�, 0 i to mm CIP Z O o s y 00 w c$ _..17 <n b o r. ;• io — TYP.ANCHORS =o 11........_..._ .......... TYP.ANCHORS 11 ..._.....� ¢ 3 N w SEE ELEV.FOR O SEE ELEV.FOR SPACING O ^=m SPACING 3 26 •W1 �q2 26 ( W1 42 _ 3 m 1 BY WOOD BUCK .•a- >�' w CONCRETE • m' CONCRETE w F'L X17595 p + fie+ TR `i MIN. MIN. - • `:V P€ RE Xbj� ....�,.........._.._...._._......._ /// . t4 .28677 . EDGE DIST. ^ DETAIL EDGE DIST. / D DETAIL q ; , • s1� LKJ AT X PANEL I\\ AT O PANEL �of Rta� ••••���� AD15-14 ����i�1�'310�`iR``eeee sru:r�ss _ April 1st,2015 1' S' Q ,� VENTWtDTH _' v _ tta' SHIM 40 17(8� 13 A0 40 13 V m TYP.ANCHORS q° 9 FRAME>so s/8,. /O --TYP.ANCHORS FRAME>50 5l5'._.. --- _----._..._.._..._-_._....�.._._ v -_..._.� -----r— ONLYSEE ELEV. _ .. ... _ .. ..__ _..._._. ..__ R71N. AB TO FOR SPACING i FRAME>50 S/s" ebb_•.fMEN7 ONLY SEE ELEV I FOR SPACING � z 5' ' _i -- q s� --META EXTERIOR P ST TUR 0 ti v 3 b.io• 9 21 (4 9� 94 21 ° Z ( J G AMB INTERLOCK X JAMB0 6 C.RJNCRETEWRR Z WINDOW WIDTH MASONRY E:) H ' Z DETAIL � DETAIL � DETAIL IZ C m a } VENT WIDTH VENT WIDTH > 0:5 116* (fit J t V y,`�" E ire'MAX.sHl 13 (8�17 D.L.O` _ 11 17 8 13 ° a - TYP.ANCHORS l p,L.0,, APPLICABLE TO �� t e"M .SMI FRAME s 50 518° v ONLY SEE ELEV. ""_.""" "".`--:..•-.---"^----• — _ `v v TYP.ANCHORS 3 U g. FOR SPACING ''y _.--•-_ - "`- -" 'APPLICABLE TO z _ MIN ', FRAME>505/B" " M EDIMEWT ONLY SEE ELEV. �'Er FORSPACING Z'O y.. _.._._......_...... ....__... .. q[' V N N O =Q tq p ornQ�U APPROVED EXTERIOR MULLION 40 21 14 9 9 4 21 21 4 9 9 14 21 40 v Z (UNDER D.L.o. ,SEX JAMB PARATE INTERLOCK INTERLOCK X JAMB S APPROVAL) ..___.._,....._........,_..... a CONCRETE OR2 w :: MASONRY tll -....__».....__........:..........._.._......._..................._........__.___..._.._._. ....... WINDOW WIDTH _ N EDETAIL DETAIL OPP, OPP. DETAIL DETAIL �� � WA�r``ttt F � N �� FL J�17595 44F- ' REc ryRAhC� / + �t bene oa-ae-es AA i f / 0f 11x1'io-ox� 041 4� ,, A1715-14 _ tt ht S'.310"iP ib4p sR�r sa April 1st,2015 p_ TYPIC ORS 'SEE,ELEV:FOR SPACING F ' TYPE A114 ULTRACON BY PLCO FU=177 Ks! Fy=155'Ksi INTO 2BY WOOD BUCKS OR WOOD STRUCTURE I D 1-1/2"MIN.PENETRATION INTO WOOD G THRU 1 BY BUCKS INTO GONG.OR MASONRY —#8-1"PH SMS #8-1"PH SMS 1-114"MIN.EMBED INTO CONC,OR MASONRY �� a o •DIRECTLY lNTO CONC.OR MASONRY -. 1-1/4"MIN.EMBED INTO GONG.OR MASONRY :'Ai) TYPE'B' - 114"TEKS OR SELFDRILLING SCREWS_(GRADE 5 CRS)_ Fu=120 Ksi Fy=92 Ks! •INTO METAL STRUCTURES STEEL :16 GA THK.MIN(Fy=36KSI MIN.) ow w ALUMINUM:-1/8"-THK.MIN.(6063-T5 MIN.) (STEEL IN GONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE'C' - #14;SMS:OR;SELF DRILLING_SCREWS . U INTO MIAMI'iDADE COUNTY APPROVED MULLIONS.0.090"THK MIN. (NO SHIM SPACE) ZLu �¢ WEEP HOLES 7 // L, W1=3/8"X 1 1/2"WEEP HOLES /� Z t0i AT 8"FROM EACH END(2)PER PANEL. 0Z Cm v SEALANT / ' w Hm ALL FRAME AND VENT CORNERS AND INSTALLATIONS SIZES SEALED WITH SILICONE. MASONRY FRAME TOP CORNER ASTM C90 GROUT FILLED CONCRETE BLOCK • AS C90;HOLLOW.,CONCRETE BLOCKf, #8-1 PH SMS N CONCRETE S fc=3,000 PSI MIN. 6 U) ANCHOR MIN.EDGE DISTANCES 0 • INTO CONCRETE AND MASONRY=1-3/4"MIN. 0 U' } u ❑ F 3 • INTO WOOD STRUCTURE =1"MIN. %"" ❑ a ao • INTO METAL STRUCURE =314"MIN. 0 =a=s Z j: VENT TOP/BOTTOM CORNER s o / t e WAN °si FL X17595 r E. ' _ • 1Q A REG E. r .�, • tApC K.`28677/ scau� as norm m i' o * ex ..tt _ FRAME BOTTOM CORNER .cR l O pl�A•. ��� All15-14 . 1V;S�O{f April 1st,2015 Ilk: x• s 1'0"., 1•001" BILL OF MATERIALS t 1244" .707 _...... � •'0.062" o' c 0 0.075" ITEM MATERIAL MANF./SUPPLIER/ o # PART# DESCRIPTION CITY. TYPE REMARKS 04 0 616 4 E1D4 ALUM.FRAME INTERLOCK AS REDD. 6063-T6 EMC WINDOWS AND DOORS,LLQ ,o V6 E106 _ ALUM.VENT HEAD/SILL 2 PER.PANEL 6063-T6 EMC WINDOWS AND DOORS,LLC. ` 9 'EIIOGLA O E703 00 9 GLAZING CHANNEL 8 LOCK EXTRUSION - 7 -_ E107 - ALUM.VENT JAMB - -_--_ 1 PER.MOVING PANEL - 6063-T6 _ -EMC WINDOWS AND DOORS,LLC. B E108 ALUM.LOCK EXTRUSION 2 PER.MOVING PANEL 6063-T6 EMC WINDOWS AND DOORS,LLC, _ EMC WINDOWS AND DOORS— " 1.654" 1.244" 9 E110 �ALUM.GLAZING CHANNEL 4 PER.PANEL 6063-T6 LLC.Lu 3.170" f. # 10 El 12 ALUM.ROLLING GLAZING LEG 1 PER.FRAME 6063-T6 EMC WINDOWS AND DOORS,LLC. h,w N ..._.....__.._...._..._........---................_.........................................................................._....._......__.._..........._......_.__....._..._._..._..__...-.----.._...........................-..._....._..................._........._......._..._.........._......._.......-_._.._............__..........................__ o 0 11 E113 ALUM.ROLLING STANDARD FRAME SILL 1 PER.FRAME 6063-T6 EMC WINDOWS AND DOORS,LLCEl 13 . o in 1 FRAME SILL iv o .0 12 El 15 ALUM.ROLLING FRAME HEAD 1 PER.FRAME 6063-T6 EMC WINDOWS AND DOORS,LLC. .� ....._...___.._._...._.._...._...--............._._..._.__._........_......._..._....................................._...._.........__........._..............................__....._.._......._._..__...-.__......................_..........._...................._....,...__._........:...-..-....._....-...._......_._ qq 13 E116 ALUM.ROLLING FRAME JAMB 2 PER.FRAME 6063-T6 EMC WINDOWS AND DOORS,LLC. n m W V o r 3175 1a E117 ALUM.ROLLING VENT LOCK JAMB 1 PER.MOVING PANEL' 6063 T6 EMC W.......... .. ......... _... __ ..... _N ata � Z F o 1.993" E706 E112 16 SEAL01-1 .DOW 995 BACK SILICONE AS REOD. SILICONE DOW CORNING © VENT HEAD/SILL 10 GLAZING LEG 17 H0001 LOCK SPRING AS REDD. STEEL EMC WINDOWS AND DOORS,LLC. Z .125 X.25 GLAZING TAPE,2 SIDED AS REDD. -TAPE FRANK LOWED 7 N N o 20 w0o1s n f 0 In m _.__ 2:4.5 _ _ 21 V0020 E708 VINYL BULB,FRAME AS REDD. VINYL FENESTRATION GLASS PRODUCTS 2 0 JU o'� 10o 22 V0021 E202 VINYL BULB,GLAZING STOP AS REDD. VINYL FENESTRATION GLA55 PRODUCTS -O j •. _.._.. .__._.._.- _.-_.__...._.____.__.._.._.__. _ ... _...._.-._..... ...................... .._ _._.. .. .. ........ _.. ___. ...___..._.....___..__ _...._..... 0 �• d WOOL PILE FRAME AS REOD. WOOL ULTRA FAB Z 23 W0023 cv aW m 0.062" 25 H0104 SLIDER WHEEL ASSEMBLY AS REDD. - - EMC WINDOWS AND DOORS,LLC. yn '. ...._...__............. ...._-..._._......_...._........_................._......._.........................,..............._.......................... ._......_--...................-....._... ......... ... .._.. I ' "� iq 26 H0105 'WEEP COVER AS REDO. PLASTIC EMC WINDOWS AND DOORS,LLQ V 0 a q o N 36 E121 ALUM.'INSULATED GLAZING CHANNEL AS REDD. 6060-T6 EMC WINDOWS AND DOORS,LLC. ai 1.2 X 39 #8X1 FRAME ASSEMBLY SCREWS AS REDD. STIST VARIES �a 12 E115 40 E128 ALUM.ANCHOR CLIP 1/16"THICK 3'LONG 1 PER.ANCHOR 6063-T6 EMC WINDOWS AND DOORS,LLC. O FRAME HEAD ----..__. -_. CLIP.-._�_._ _-_--.._.___.__._....-_....__....._ ------- E 0E107 VENT JAMB ro 3 U E 8 o � 3.237" E Z. 0O o 0.062 0 0 0 0° e 0 rn LO.062- ❑ m. . 0.125" N o O. Q LL c3i 0 0 1.175" o� w' w x 1.244" 1.993 0 Z Z E116 E104 E121 1`3 FRAME JAMB �-®.FRAME INTERLOCK 36 GLAZING CHANNEL W d ' :•, r 1 115" � - _. wAN����ti 1 L X17595 I 0062 N E128' E124 � g�RE •♦!i® uxrx a is • 40 'ANCHOR CLIPJAMB41 SILL COVER �- pCRIY'28677 .� sca:,ts as Nereo 1.115" 2 506 ...:_ ..I. ...... o �+' � C�y�� E117 E128A E128B AD15--14 � � L'o 14 VENT LOCK JAMB 42 ANCHOR CLIP SILL 43 ANCHOR CLIP HEAD "� �a . _;• -• ��i�3S10,1`IP��"� sE1e�r s6 April 1st,2015