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HomeMy WebLinkAboutProduct Approval - slider 5/15/2020 /► Florida Building Code Online . _di �Pr—FL`# FL-17595=R11 Application Type Affirmation Code Version 2 Application Status Approved Comments Archived Product Manufacturer EMC Windows and Doors, LLC. Address/Phone/Email 455 E. 10th Ave. Hialeah, FL 33010 (305) 283-6280 EMCwindowsdoors@gmail.com 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 Hozonta—l�Slider rz Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C� 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 12/31/2020 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 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL17595 R1 Eauiv Statement of Equivalence- HR2100 SS.pdf hfps://www.floddabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvYdg2pQ%2fXXJvJOHEG4xCJdXrZSC%2fEXkj%2bRJKeXPTZ9fg%3d%3d 1/2 5115/2020 Florida Building Code Online Sections from the Code I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes '-> No C"N/A FL17595 R1 COC FBC 2017 Affirmation Letter fl17595 SS.pdf 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 Summary of Products FL# Model, Number or Name Description 17595.1 HR 2100 Aluminum Horizontal Sliding HR 2100 Aluminum Horizontal Sliding Window- L.M.I. &S.M.I. Window 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 https://www.floddabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvYdg2pQ%2f XJvJOHEG4xCJdXrZSC%2fEXkj°/a2bRJKeXPTZ9fg%3d%3d 212 ONEANCNORAT TWO ANCHORS AT FIXE. NE ANCHORAT 111"MAX. CENTER PER PANEL 111"MAX PANEL WITH EQUALSPACINO CENTER PER PANEL WINDOW WIDTH WINDOW WIDTH S 3 1/2 M .TTP. 7" 15"MAX. 3 112 M .TYP. 7^ 6 1/8"MAX. HEADISI L RNERS THEAD/SIL HEAD/SIL ORNERS THEADISILL / 10 /C A � C E F / G E j�FOPP U O O 2 m an \ in k ' U7 O O °O O O&�o,O q. Ci Ci C4. X / O % X O % Xj 3: o6 r� aF, N 315/8. 331/2 31 518" m H(VEN1) 52" 22 3/8" W p o D.L.O.(VENT) D.L.O.(FIX.LRE) D.L.O.(VENT) D.L.O.(FIX.LITE) D.L.O.(VENT) Z U en 36 3/4" 36 3/4" 27 1/2" 2 2VENT'WIDTH VENTWIDTH VENT WIDTH W TYPICAL ELEVATIONS TYPICAL ELEVATIONS TESTED XOX 13,3,3) TESTED XOX(aI '�l a) 2 53 1/8" T CENTER PERR ANEL m FRAME WIDTH HR 2100 ALUMINUM HORIZONTAL ROLLING WINDOW 3 1/2 M .TYP. {7—} 3/4"Max. g HEAD/SI L ORNERS I I AT HE ILL THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •_e REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010/2014 EDITION INCLUDING HIGH 3 E VELOCITY HURRICANE ZONE(HVHZ). d g / Aj HORIZONTAL SLIDING WINDOW RATED FOR LARGE AND SMALL MISSILE IMPACT AND pj/ DOES NOT REQUIRE SHUTTERS. ��T"°"•°'°•• z f c� w W6'M=RO�.v.,wx°oa•pt 'o ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 7-10,MULTIPLY BY 0.6 SHALL BE LESSo�APµ °a�p EpEa: q 0 OR s 6ON FOR A11C ET / t THAN OR EQUAL TO DESIGN LOAD IN THIS DOCUMENT. mom°xads"",mER"" EUME P.E° 0 <_g mNfMs1O0TOBER�¢�EF°p z� m cO c� w DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON ,a 1x m a�r¢"6® ya ui o O SHEETS S2. „ oE.uN'iaou°0Tne°® s w m O r ~ O om"oa.e°N.OETAREOOx Tnifi ? OO v =RD o d o > n °z WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO �m6RE�.w.*oN�u»* Z N t+1 WILL 9E O_DEREOINV.WDff KTEIEO 3 °l THE STRUCTURE. ¢xµ.E�,x,. _ OX/ 6 6pE SPEOo-G PRWECfG 6NI11¢E S V � ANCHORS SHALL BE LISTED,SPACED AS SHOWN IN DETAILS,ANCHORS EMBEDMENTP oP p n"�ORu pE¢isER® W TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. �°aEW a&E E,""° •6 = a pOPERU6EOP f/f B TIEP.EA Ill / ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART 6-w.°'6" R'""°e•"Ne u OF THIS APPROVAL. 1. o:atlof j RD FL #17595 23" 21 1/4" A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. , �Q•�' ., D.L.O.(FIX.LITE) D1,0,(VENT) -Ji N a�,RE � , 26 3/8" MATERIALS INCLUDING BUT NOT LIMITED TO STEEUMETAL SCREWS,THAT COME INTO, NpcA ..zes77 VENT WIDTH CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2010/2014 FLORIDA BUILDING CODE SECTIONAS APPLICABLE. TYPICAL ELEVATIONS TESTED(OX,XO) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF HR-HR OR •2 °R"°"'M9 THESE WINDOWS ARE RATED FOR LARGE HORIZONTAL ROLLING WINDOW WITH OTHER WINDOW TYPES IN MODULES OF TWO OR ••: Rl 0�•�.• AD15-14 MISSILE IMPACT.SHUTTERS ARE NOT REQUIRED. MORE WINDOWS USING FLORIDA APPROVED MULLIONS IN BETWEEN.LOWER DESIGN �j��'••••e•• ��Cittt� PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM April 1 st,2015 z I DESIGN LOAD CAPACITY-PSF(XO&OX) 1/8'ANNEALGLASS .090'GLASSLAM SAFETY a GLASS TYPE A GLASS TYPE B PLUS II RESIN EXT. 1/8'ANNEAL GLASS s� WIDTH WIDTH 22 z 261/2" 37" 531/8" 63" 74" 261/2" 37" 531/8" 63" 74" 20 HEIGHT HEIGHT 9 18 DOW 995 BACK m +90 +90 +90 +90 +90 +65 +65 +65 +65 +65 a SILICONE 26" -100 -100 -100 -100 -100 26" -75 -75 -75 -75 -75 M V +90 +90 +90 +90 +90 +65 +65 +65 +65 +65 36316" 38-3/8" o w -100 -100 -100 -100 -100 -75 -75 -75 -75 -75 .� 50-518" +90 +90 +90 +90 +90 50-5/8' +65 +65 +65 +65 +65 o m -100 -100 -100 -100 -92.8 -75 -75 -75 -75 -75 mr +65 +65 +65 +65 +65 +65 +65 +65 +65 +6s GLASS TYPE"A" 2 d:a 63" -75 -75 -75 -75 -71.5 63" -75 -75 -75 -75 -73.5 5/16"OVERALL LAMINATED GLASS tg +65 +65 +65 +65 +65 +65 a N 74 114" 741/4" -75 -75 -75 -75 -75 -75 1/8'ANNEAL GLASSrj +65 +65 +65 +65 +65 +65 (1/8'TEMP.GLASS FOR USE W Z F� 0 76" 76" IN SMALL MISSILE AREA) Z 75 75 75 75 75 75 EXT. are"AIRSPACE z p DESIGN LOAD CAPACITY-PSF(XOX 1/3-1/3-1/3) PLUS11LRESLAMSAFErrSIN W 2z 22 PLUS II REW 38 1/8"ANN EALGLASS > GLASS TYPE"A" GLASS TYPE"B" `rN ' c') 0 WIDTH WIDTH SILICONE 1s DOW 995 BACK 53 118" 63" 74" 94 1/2" 111" 53 1/8" 63" 74" 94 1/2" 111" � HEIGHT HEIGHT +90 +90 +90 +90 +90 +90 +90 +90 +65 +65 26" -100 -100 -100 -100 -100 26" -100 -100 -100 -75 -75 ; U E GLASS TYPE"B" J $ J +90 +90 +90 +90 +90 +90 +90 +90 +85 +65 363/8" 383!8" tq -100 -100 -100 -100 -100 -100 -100 -100 -75 -75 13/16"OVERALL INSULATED LAMINATED GLASS � � 3 O +90 +90 +90 +90 +90 +90 +90 +90 +65 +65 O $ 50-518" 50-5/6" w O w m -100 -100 -100 -100 -100 -100 -100 -100 -75 -75 O a 63" +65 +65 +65 +65 +65 63" +65 +65 +65 +65 +65 LL} -75 -75 -75 -75 -75 -75 -75 -75 -75 -74.1 3 N 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" g L WIDTH WIDTH W a 531/8" 63" 74" 941/2" 111" 531/8" 63" 74" 941/2" 111" HEIGHT HEIGHT +90 +90 +90 +90 +90 +65 +65 +65 +65 +65 � w/� 26" 26" ♦ N ' -100 -100 -100 -100 . -100 -75 -75 -75 -75 -75 # FL +90 +90 +90 +90 +85.5 +65 +65 +65 +65 +65 �� `e.`fW ,�� 383/8" 383/8" @ v pp��,,�jj •*' °`� �°6 -100 -100 -100 -100 -85.5 -75 -75 -75 -75 -75 • NpC CA 77 •v Nacm +90 +90 +90 +90 +69.7 +63.6 +63.6 +63.6 +63.6 +65 +R •a [!S63 505!8"100 100 -100 -100 69.7 -75 -75 -75 -75 71.8+65 +65 +65 +65 +56 63" +63.6 +63.6 +63.6 +63.6 +57.7 • Zr_ °R'•QO10 -75 -75 -75 -75 1 S6 1 -63.6 -63.6 -63.6 -63.6 1 -57.7 '• p AD15-14 O sBEar sz April 1 st,2015 - 1 0 � Q MIN.EDGE DIST. MIN.EDGE DIST. a d ° n° ' a. d r° ° N. 2BYWOOD BUC a' METAL EDGE WOOD ST URE MIN. STRUCTURE —o 0 CONCRETE. ° � �� ° CONCRETE EDGE DIST. U 1 BY WOOD BUCK 1 BY WOOD BUCK o , 43 @ 43 u Nm 12 TYP.ANCHORS 12 o m o SEE ELEV.FOR TYP.ANCHORS SPACING SEE ELEV.FORL L Z 23 SPACING °ia: S 9 Z d N 9 W z o (A''�.DETAIL DETAIL w zm ATX PANELAT 0 PANEL d t7 d i i m N Z z � � 3 9 E r� U R EXTERIOR S i cif qEE� 23 z OV�' g D u o O TYP.ANCHORS ul v 11 TYP.ANCHORS 11 SEE ELEV.FOR w SEE ELEV.FOR SPACING o SPACING = O Z = 28 W1 42 28 W1 42 3 aR 1 BY WOOD •�° iO g W d BUCK - z E a .' ° Z CONCRETE. < J w CONCRETE e m• < H u�la `"u�11�111ffI a o a ��� WAN ff4 `11 • v P REG N* am m-aa-m EDGEI DIST. ^ DETAIL ED EI DIST. D DETAIL Noc *zes77 a� LKJ AT X PANEL AT 0 PANEL wn AD15-14 ��hFSSIONP April 1 st,2015 z VENT WIDTHd' o 40 13 7 17 8 13 40 ° 1/8'M SHIM .SHIN TYP.ANCHORS ° TYP.ANCHORS o APPLICABLE TO FRAME>50 518" ,v APPLICABLE TO z ° ONLY SEE ELEV. III','�_���II .._._ .MIN -' FRAME>50 518" FOR SPACING L—� -__-._. _-.. __. ._- e1�DME ONLY SEE NG q FOR SPACING .I 2 V W obi] Nb W p META EXTERIOR STRU TURE g 9 21 4 9 9 14 21 o - .v Z 1;a; JAMB D.L.o. INTERLOCK X JAMB cRET oR' ? N MASONRY O WINDOW WIDTH W Z r a H DETAIL C DETAIL n DETAIL z o oq r Vz Z VENTWIDTH VENTWIDTHco 13 8 17 1/8'M SHI A D.L.O. D.L.O. 1 SHIN TYP.ANCHORS ' 'P � FRAPIL CABLE TOME>50 5/8" a v a -� r77: TYP.ICABLEANCHORS U 8 ONLY SEE ELEV. 'APPLICABLE TO FOR SPACING MIN. ' FRAME>60 G 9 W -- _----------- — - --- M MIN. iT ONLY SEE60ELEV 5/8" 12 FOR SPACING z O S � O 8 a J = 0 O Q EXTERIOR "° O APPROVED °- Z MULLION 40 21 14 9 9 4 21 DSO 21 4 9 9 14 21 40 (UNDER SEPARATE X JAMB INTERLOCK INTERLOCK X JAMB CONCRETE OR APPROVAL) MASONRY W d: WINDOW WIDTH �i ( DETAIL DETAIL DETAIL DETAIL ������� E OPP. F Opp. G •• SAN •• FL #17595 N4LErip.. NNI .NpcJQ 28877 sc.,a es Imcm J. �If AA T OF t �` URA1Yl0 IID. �� •' �.;,0 P .•�`1de� AD15-14 �, ,� April 1st,2015 J TYPICAL ANCHORS: SEE ELEV.FOR SPACING z TYPE W- 1/4"ULTRACON BY'ELCO' Fu=177 KSI Fy=155 Ksi •INTO 2BY WOOD BUCKS OR WOOD STRUCTURE o 1-1/2"MIN.PENETRATION INTO WOOD •THRU 1 BY BUCKS INTO CONC.OR MASONRY #8-1"PH SMS #8-1"PH SMS 1-1/4"MIN.EMBED INTO CONC,OR MASONRY /- z •DIRECTLY INTO CONC.OR MASONRY 1-1/4"MIN.EMBED INTO CONC.OR MASONRY TYPE'S' - 1/4"TEKS OR SELFDRILLING SCREWS(GRADE 5 CRS) Fu=120 Ksi Fy=92 Ksl a •INTO METAL STRUCTURES /' U w STEEL :16 GA THK.MIN(Fy=36KSI MIN.) / �o ALUMINUM:1/8"THK.MIN.(6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE'C'- #14 SMS OR SELF DRILLING SCREWS // � Z INTO MIAMI-DADE COUNTY APPROVED MULLIONS.0.090"THK MIN. (NO SHIM SPACE) Z; N WEEP HOLES / W N W1=3/8"X 1 1/2"WEEP HOLES /' W z a AT 8"FROM EACH END(2)PER PANEL. Y 0 eu SEALANT Z / I I r� ALL FRAME AND VENT CORNERS AND INSTALLATIONS SIZES SEALED WITH SILICONE. ati MASONRY FRAME TOP CORNER o • ASTM C90 GROUT FILLED CONCRETE BLOCK m • ASTM C90 HOLLOW CONCRETE BLOCK #8-1"PH SMS b CONCRETE fc=3,000 PSI MIN. J g ANCHOR MIN.EDGE DISTANCES z p 12 • INTO CONCRETE AND MASONRY=1-314"MIN. O • INTO WOOD STRUCTURE =1"MIN. • INTO METAL STRUCURE =3/4"MIN. 0 3 W z° VENT TOP/BOTTOM CORNER W d / WAN ���i / \Q N &E FL #17595 / / �• si ��T*N�G Npc -2W77 FRAME BOTTOM CORNER � 4 m ��,•. Row L'�p a�p� AD15-14 �,'i�s'SIONP����` steer ss April 1 st,2015 1 3.170" 1 z44" 707 60"075- ° BILL OF MATERIALS v 0.°62" o . ITEM MATERIAL MANF./SUPPLIER/ # PART# DESCRIPTION CITY• TYPE REMARKS 616 R 4 E104 ALUM.FRAME INTERLOCK AS READ. 6063-T6 EMC WINDOWS AND DOORS,LLC. A 6 E106 ALUM.VENT HEAD/SILL 2 PER.PANEL 6063-T6 EMC WINDOWS AND DOORS,LLC. o OE110 O E103 z 0 9 GLAZING CHANNEL 8 LOCK EXTRUSION 7 E107 ALUM.VENT JAMB 1 PER.MOVING PANEL 6063-TB EMC WINDOWS AND DOORS,LLC. c 8 E108 ALUM.LOCK EXTRUSION 2 PER.MOVING PANEL 6063-T6 EMC WINDOWS AND DOORS,LLC. p 1.654" 1.244" 9 E110 ALUM.GLAZING CHANNEL 4 PER.PANEL 6063-T6 EMC WINDOWS AND DOORS,LLC. 3.170" N 10 E112 ALUM.ROLLING GLAZING LEG 1 PER.FRAME 6063-T6 EMC WINDOWS AND DOORS,LLC. V.nm m o , 11 E113 ALUM.ROLLING STANDARD FRAME SILL 1 PER.FRAME 6063-TS EMC WINDOWS AND DOORS,LLCEl 13 . a 11 FRAME SILL iii N to o cq 12 E115 ALUM.ROLLING FRAME HEAD 1 PER.FRAME 6063.76 EMC WINDOWS AND DOORS,LLC. w .� co 13 E116 ALUM.ROLLING FRAME JAMB 2 PER,FRAME 6063-T6 EMC WINDOWS AND DOORS,LLC. n �j 3.175" 14 E117 ALUM.ROLLING VENT LOCK JAMB 1 PER.MOVING PANEL 6063-T6 EMC WINDOWS AND DOORS,LLC. Z v 1.993" E106 E112 16 SEAL01-1 DOW 995 BACK SILICONE AS READ. SILICONE DOW CORNING © VENT HEAD/SILL 1 D GLAZING LEG 17 H0001 LOCK SPRING AS READ. STEEL EMC WINDOWS AND DOORS,LLC. Z F o J N cNp 2.435" 20 W0019 .125 X.25 GLAZING TAPE,2SIDED AS READ. TAPE FRANK LOWED W 0 ci N o 21 V0020 E708 VINYL BULB,FRAME AS READ. VINYL FENESTRATION GLASS PRODUCTS W ZO o 22 V0021 E202 VINYL BULB,GLAZING STOP AS REQD. VINYL FENESTRATION GLASS PRODUCTS Z O ri ou °0 23 W0023 WOOL PILE,FRAME AS REQD. WOOL ULTRA FAB Z pZ Cca "•' �++ n 0.062" 25 H0104 SLIDER WHEEL ASSEMBLY AS REQD. EMC WINDOWS AND DOORS,LLC. W d .� c to 26 H0105 WEEP COVER AS REQD. PLASTIC EMC WINDOWS AND DOORS,LLC. O A N 1 244" 36 E121 ALUM.INSULATED GLAZING CHANNEL AS REQD. 6060-T6 EMC WINDOWS AND DOORS,LLC. 39 #8 X 1 FRAME ASSEMBLY SCREWS AS REQD. ST1ST VARIES 12 E115 40 E128 ALUM.ANCHOR CLIP 1/16'THICK 3'LONG 1 PER.ANCHOR 6063-T6 EMC WINDOWS AND DOORS,LLC. FRAME HEAD O E107 7 VENT JAMB 1.244" 3 L) $ 3.237" 0.062" O o 0 c rn 0.062" p a1!8 cq 04 o �¢ 0 0 1.175" } o N 1.244" 1.993" z Z E116 E104 E121 ?r 13 FRAMEJAMB ® FRAME INTERLOCK 36 GLAZING CHANNEL S U 1.554" � W a 1.115" 1.250" �1 t ,11 °u i � 0 0 0,-0 VVAIyA1Vd�& F'L 17595 v o n o.osz^ 40 E128 41 E124 •'v hB,. ' O ANCHOR CLIP JAMB O SILL COVER P���ynR�L'+ Hale �ae-u � .i. .�4CAIf"28877 sc�u Aa xmm 1.621" 1.115" 1.115" 2.506• %. •" 'f j= 1 oxamvo ua E117 E128A oE128B .0� •'•• �` e'i�� AD15-14 14 VENT LOCK JAMB 42 ANCHOR CLIP SILL 43 ANCHOR CLIP HEAD I �•,A ����,' ���iFSSIONR•����� s1�er ss April 1 st,2015 J