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HomeMy WebLinkAboutProduct Approval; Euro-C3 Bifold Aluminium Door SystemGENERAL NOTES: 1. THE PRODUCTSHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201-94 • TAS 202-94 TAS 203-94 • ASTM E1886-12 • ASTM E1996-12 • ASTM C864-05 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION, 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLYTRANSFER ALL LOADS TO THE STRUCTURE. BUCKDESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED TO PROTECTTHIS PRODUCT IN WIND ZONE 3 OR LESS. 6. APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED TO PROTECT THIS PRODUCT IN WIND ZONE 4. 7. FRAME MATERIAL: ALUMINUM6063-75. B. GLASS MEETS THE REQUIREMENTS OF ASTM E1300. SEE GLAZING DETAILS ON SHEET 1. EURO-WALL SYSTEMS EURO-0 BIFOLD ALUMINUM DOOR SYSTEM (WZ3)(IMPACT) 1" O.A. INSULATED GLASS CONSISTING OF: 3/16" TEMPERED GLASS 5/16' STAINLESS STEELAIR SPACER ANNEALED GLASS 0.090 0.090' SENTRYGLASINTERLAYER GLAZING GASKET 3/16"ANNEALED GLASS C3-DGG GLAZING BEAD 0-BEAD D ND 3/4" GLASS BITE SETTING BLOCK EXTERIOR @1/4" POINTS INTERIOR GLAZING DETAIL 1 9/16" O.A. MONOLITHIC GLASS CONSISTING OF: 1/4" ANNEALED GLASS 0.090' SENTRYGLAS INTERLAYER 1/4" ANNEALED GLASS GLAZING GASKET 9/16" REDUCER BAR C3-DGG2 � /- ALUMINUM 6063 TS GLAZING BEAD C3-BEAD 3/4" GLASS BITE j SETTING BLOCK EXTERIOR @1 INTERIOR /4" POINTS GLAZING DETAIL 2 GLAZING NOTES: 1. GLASS TYPE COMPLIES WITH ASTM E1300 REQUIREMENTS. 2. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH FOR GLASS WIDER THAN 36" AS PER FBC CHAPTER 24. 3. SETTING BLOCK DUROMETER HARDNESS OF 70-90 (SHORE A) AS REFERENCED IN FBC CHAPTER 24. 4. GLASS TYPE SHALL COMPLY WITH APPLICABLE GLAZING REQUIREMENTS PER CHAPTER 24 OF THE FBC TABLE OF CONTENTS SHEET SHEET DESCRIPTION 1 GENERAL NOTES AND GLAZING DETAILS 2 ELEVATIONS 3 ANCHOR LAYOUTS AND DESIGN PRESSURE TABLE 4 VERTICAL SECTIONS 5 HORIZONTAL SECTIONS 6 ANCHOR DETAILS euro. wall` EURO-WALLSYSTEMS. LLC 24100 USED BOULEVARD POR CHARLOTTE. FL33M PH:4888) 989-3876 W � H W U � Z n E �� 3 n�. a m o 2�J a t7 L7 J 3 wz3 z ui j w i¢ � f- z � oa z<0 w o: o. igitally signed by Hermes F Norero Reason: I am pipgrt¢i¢ dooume ate:2 S A OF ��00� . -O LOP'•'• w� ssaEawueuaeLvealnB auuBTsctsLn"o-+ FeoL QAT. Dr ADTPDBZLnov Ru.29518 FLN: FL17838 DATE: 10.09.20 DWG. BY: CHK. BY: LL SM SCALE: NTS DWG. it: EWS016 SHEET 1 OF 6 1'. FR HE] 1 FR HE] B 36 5/16" PANEL WIDTH-}�----�� 3321/8" FRAME WIDTH B q i291/8" D.LO WIDTH q Du ME SHT. A B D B D B D 8 5 5 5 5 5 5 5 5 5 115 7/8" PANEL o b b b b HEIGHT. p 108 3/4" D.L.O HEIGHT. o s s t ELEVATION A OUT -SWING DOOR A 4 a 3125/8" FRAME WIDTH i ME SHT. 5 G 5 F G 5 F G 5 5 5 5 115 7/8" PANEL o q o 4 o HEIGHT. 108 3/4" 0 D.L.O HEIGHT. a.. 5 euro-wall' EUROVAILSMEMS, LLC 24100 TME0 BOULEVARD POR CHARLOTTE, FL33980 PH:18881989d c u L,j 0� C)y� o� 16Ixa o co 0 c�mmPA N U o Z� ¢ p W Z m O � � a � Q t- a a N. .7 7. NOTE: SEE SHEET 3 FOR ADDITIONAL sue. S. A OF �� QUALIFIED CONFIGURATIONS - 0 ►t) �I si_ ct.`o_ ' .J xavx aRr.DEAvmORwnox Ro. xssxe FL II: FL17838 DATE: 10.09.20 DWG. BY: CHK. BY: LL SM SCALE: NTS DwG. It: F%A/Sf11 F 445/16" PANEL WIDTHS j-j--355/8" D.LO WIDTH SHEET ELEVATION 2 IN -SWING DOOR 6!'FROM _.CORNERS I � 12" MAX. O.C. SPACING / / B / / B 5" / B / j HINGE O 58" 48" 35" 38'. / / B 24" MAX O.C. SPACING - -1 WALL CENTER PIVOT 58' 6" FROM 6" FROM 12" MAX. O.0 ANCHOR LAYOUT CORNERS CORNERS SPACING THROUGH FRAME DESING PRESSURE TABLE (+/- PSFJ NOMINAL PANEL WIDTH (INCHES) �2q G = - .. _ 244 . �. .-. 28.0;. .: . F320 _ .... 36.0 40.0' _ '- :44A 48:4 52i0 --72.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 75.0 . 78.0;._.. 100.0 100.0 200.0 WILD 100.0 100.0 100.0 75.0 75.0 84.0 = 100.0 100.0 100.0 100.0 100.0 100.0 10D.0 75.0 +60.0/-65.0 90.0 - 100.0 100.0 100.0 100.0 100.0 100.0 75.0 +60.0/-65A +60.0/-65.0 u Z ,96.D:.. SOD.O 100.0 100.0 100.0 100.0 75.0 +60.01-69.0 +60.0/-6S.0 +60.0/-65.0 _ 162.0 -- 100.0 100.0 100.0 98.7 1 88.6 75.0 +60.0/-65.0 +60.0/-65.0 - '.._308.0... 100.0 100.0 93.9 82.8 75.0 +60.0/-65.0 +60.0/-65.0 - - U4.0.. - 100.0 92.2 79-S 75.0 75.0 +60.0/-65.0 +61.2/-65.0 _ - d - 120.0., 94.2 78.9 75.0 75.0 +60.0/-65.0 +58.6/-63.5 _ _ - 126A.81.3 75.0 74.4 6S.5 60.2- . 0 132. 75.0 75.0 65.0 58.4 52.2 - - - - 139.- 7S.0 65.6 58.0 51.0- 144.0f � 69.0 59.2 SLO 44.8 - - - - - NOTE: APPLIES TO BOTH INSWING AND OUTSWING CONFIGURATIONS, RADIUSED AND SEGMENTED INSTALLATIONS. NOTE: FOR MORE ANCHOR INFORMATION (INSTALLATION TYPE, SPACING, QUANTITY, ANCHOR TYPE, QUALIFIED SUBSTRATES) SEE SHEET 6 NOTE. SIZES SHOWN ON SHEET 2 ARE BASED ON TESTING, OTHER APPROVED CONFIGURATIONS ARE AS FOLLOWS: 1. 1 PANEL -1L, 1R 2.2 PANEL- 2L, 2R, IL 1R 3.3 PANEL - 3L, 3R, 2L 1R,1L 2R 4.4 PANEL - 4L, 4R, 3L III, IL 3R, 2L 24 5.5 PANEL - 5L, SR, 4L 1R,1L 4R, 3L 2R, 2L 3R 6. 6 PANEL - 6L, 6R, 5 L 1R,1L 5R 4L 2R, 2L 4R, 3L 3R, 7. 7 PANEL- 7L, 7R, 6L-1R, 1L-611, SL-2R,2L-5R,4L-3R,3L-4R 8. 8 PANEL- 8L, BR, 7L-1R,1L--7R, 6L-2R, 2L-6R, SL-3R, 3L-5R, 4L-4R OVERALL FRAME AREA SHALL NOT EXCEED 415 FT1(1.5 X TESTED FRAME AREA). eura�-wall' EURO-WALL MTOAS. UC 2410DTWO BOULEVARD POR CHARLOTTE, FL 33980 PH:(88819393876 Z ue Z m E IW- 11 F O q F. tj 9m cz 0 a < g (7 Ua 'o n J N Y ga w o m m W j = o /a a � F F- w o: a S A OF Q! ' D;J.'NBEAG4{Li3061 ' iG�F QAT.OG AUTHO3DATW N,.b.795T8 FL q: FL17838 DATE: 10.09.20 SCALE: DWG. N: 3 r S EXTERIOR A VERTICAL SECTION (� HEAD AND SILL OUT -SWING DOOR ;EE GLAZING IETAIIS SHEET 1 2 INTERIOR EXTERIOR = Qw K Q O :E GLAZING ETAILS SHEET 1 (X) VERTICAL SECTION 4 HEAD AND SILL DETAIL IN -SWING DOOR NOTE: SILL NOT APPROVED FOR WATER PENETRATION. ZING SHEET 1 !ING SHEET 1 SEE GLAZING DETAILS SHEET 1 2 l7 W EXTERIOR w INTERIOR � 0 z Q ci An SEE GLAZING DETAILS SHEET 1 Kt-� 4L VERTICAL SECTION Q, HEAD AND ADASILL MAIL OUT -SWING DOOR NOTE: SILL NOTAPPROVED FORWATER PENETRATION. euro}wall EURONALLSYSTEM3,LLC 3410DTSED BOULEVARD POR CHARLOMFL33930 PH:18881989-3376 c C U. Z m E J aco ob=a 9 E HmaPa C 0C J u� IT 6' s m^ 3 .. _l<G w m w Q f' F- K a M. TIE POPE CFRI.OFANIROROATON Na ]95)8 FL R: FL17838 DATE: 10.09.20 SCALE: DWG. & 2 D INTERIOR SEE GLAZI FAILS SHI LEXTERIOR O.A. FRAME WIDTH A HORIZONTAL SECTION S JAMB DETAIL/OUT-SWING LEE GLAZING TAILS SHEET 1 — D.LO --{ — D.LO — EXTERIOR O.A. FRAME WIDTH HORIZONTAL SECTION S PANELTO PANEL DETAIL/ OUT -SWING SEE GLAZING INTERIOR SEE GLAZING DETAILS SHEET 1 DETAILS SHEET 1 L D.LO —{ D.LO — SEE GLA DETAILS SI EXTERIOR O.A. FRAME WIDTH p� HORIZONTAL SECTION S PANELTO PANEL DETAIL/ OUT -SWING INTERIOR EXTERIOR O.A. FRAME WIDTH G HORIZONTAL SECTION S PANELTOPANEL DETAIL/ IN -SWING 0.L0 INTERIOR SEE GLAZING DETAILS SHEET 1 EXTERIOR O.A. FRAME WIDTH © HORIZONTAL HANDLE USECTION INTERIOR SEE GLAZING INTERIOR DETAILS SHEET 1 SEEGLAZING ,t I— D.L.O — D.LO --) �-- D.LO -- EXTERIOR EXTERIOR eurO-waif EUROVALLSYSLEMS, LLC 241W 71SEO BOULEVARD POR CHARLOM FL33990 PH. (RBR)9R9-3R76 W Z �Cli G r=`s 0 aw U O� z 0 9 ' O�AMj W Z O _ co m a W Q H w F a �---- O.A. FRAME WIDTH O.A. FRAME WIDTH HORIZONTAL SECTION � HORIZONTAL SECTION N 7 7 S JAMB DETAIL WITH HANDLE/ IN -SWING S PANELTO PANEL DETAIL/ IN -SWING oo 'O S �A OF lo NOTE: DETAIL H/5 & 1/5 ARE APPLICABLE FOR CONFIGURATIONS LISTED �,n _ 0 IDP` ON SHEET 2 WHEN PANELS DO NOT EXCEED 30 FT] INTERIOR SEE GLAZING INTERIOR SEE GLAZING AZING DETAILS SHEET 1 DETAILS SHEET 1 SHEET1 352EOA4MVMA B=.43a PAYN BFAOl. iL33PRC FRpF CERT.OFAIIIHORWl10R Ri. ]9: FL k: FL17838 DATE: 10.09.20 DWG. �BY CHK.SN D.LO —I �--- D.LO — —' D.LO I— D.LO EXTERIOR EXTERIOR SCALE: NTS OA. FRAME WIDTH O.A. FRAME WIDTH DWG. a: EWS016 HORIZONTAL SECTION HORIZONTAL SECTION SHEET I 5�5J PANELTO PANEL DETAIL/ OUT -SWING S PANEL TO PANEL DETAIL/ IN -SWING MIN. 2"MIN. EDGE DISTANCE SPACING BY OTHERS SEALANT BY OTHERS 1/4" MAX. SHIM SPACE ANCHOR LOCATION EXTERIOR INTERIOR ANCHOR DETAIL 6 HEAD -THROUGH FRAME MIN. EMBEDMENT EMBEDMENT ANCHOR LOCATION 1/4" MAX. SHIM SPACE INTERIOR � SEALANT BY MIN. EDGE OTHERS EXTERIOR INTERIOR 1/4N DISTANCE MAX. SHIM SPACE ANCHOR 1 LOCATION 2" MIN. O.0 SPACING MIN. EMBEDMENT EXTERIOR SUBSTRATE OTHERS MIN. �__�ED GE DISTANCE "MIN.BY 1 SPACING ANCHOR DETAIL 6 STANDARD SILL -THROUGH FRAME INSWING/OUTSWING ANCHOR LOCATION SEALANT BY EXTERIOR INTERIOR IN, MAX SHIM SPACE MIN. SUBSTRATE_ MIN. I_ BY OTHERS P EDGE DISTANCE r� EDGE INSTALLATION NOTES: ,,MIN (+.- SPACING 1. TWO (2) INSTALLATION ANCHORS REQUIRED AT EACH LOCATION SHOWN. ANCHOR DETAIL 2. OPTIONAL IX AND 2X WOOD STUDS FOR CONCRETE/CMU INSTALLATION. 6 ADA SILL -THROUGH FRAME 3. THE NUMBER OF INSTALLATION ANCHORS DEPICTED 15 THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OFTHE MAXIMUM SIZE LISTED. 4. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF±1/2 INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACKTO BE 3/81NCH. SHIM WHERE SPACE OF 2/16 INCH OR GREATER OCCURS, SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. BY OTHERS SEALANT BY OTHERS ANCHOR DETAIL 6 JAMBS -THROUGH FRAME ANCHOR SCHEDULE INSTALLATION CITY PER SUBSTRATE ANCHOR TYPE EMBEDMENT EDGE DISTANCE TYPE LOCATION (IN.) (IN.) 2 WOOD (MIN. S.G. = 0.55) 614 WOOD SCREW 2-5000 0.7500 CONCRETE (MIN.VC= 2 2,000 psi) OR CMU (PER 1/4" TTW TAPCON 1.7500 2.5000 ASTM CBD) THRU FRAME METAL STUD (STEEL MIN. 18GA, Fy = 33ks1 1/4" SMS OR SELF 3 THREADS 2 DRILLING SCREW PENETRATION BEYOND METAL WALL 0.5000 ALUMINUM MIN 1/8", 6063-TS) eurouwall EUROMALLSYSTEMS. LLC 243 W TLSED BOULEVARD POR CHMLOM FL339M PH: 18881989-3876 U T z o tail o2:2*4' �() O C7om ga UO = pQd£ 2 z N J u ¢ 3 m m W� W r � w o FAOMIHFFN'JOEMN EN(iBffAOTMENRI WNMFMSf0.9 BANweeADLfLa3uw FRP[ CERf.O i AUlP.0R21iCN Na.795 FL N: FL17838 DATE: 10.09.20 DWG. BY: CHK. BY: LL SM SCALE: NTS DWG. a: FWSn1f A E Note: Unit size may vary +/-1/8" due to panel size and glass size requirements within industry standards. Pen Scale: NTS Hassellfree Exports 700 NV Winters Creek Rd D1 Quote #26800 )R• • )DD •�R #1 a #2 a Un Heic 122 Long TP Handle ant) F� 38" RP • fR DRD tl/) i— I1nit Wirfth: 7d" EXTERIOR ELEVATION HORIZONTAL CROSS SECTION iht 1 4)r2 Interior 4y" I Exterior Scale: 1:6 Signature for Approval Print Name Date 1:35 Note: Unit size may vary +/-1/8" due to panel size and glass size requirements within industry standards. Hassellfree Exports 700 NV Winters Creek Rd D2 Quote #26800 .. .. .. .. .: .. .. .. .. .. .. .. .. .. #1 #2 in #4 #5 M #7 (Active Panel) Long TP Long TP Long TP Hare Handle Handle (InQ (Inl) (Int) MP Lock 35" I I trrif iAr,ftFlr 9dn3/." EXTERIOR ELEVATION HORIZONTAL CROSS SECTION Unit Height 122Y" Signature for Approval Print Name Date Note: Hassellfree Exports 0 Unit size may vary +/-1/8" due to 700 NV Winters Creek Rd D3 Quote #26800 ~-4y°—i panel size and glass size requirements within industry standards. 2� 3%6" L a" #1 #2 #3 #4 #5 Note: Unit size may vary +/-1/8" due to panel size and glass size requirements within industry standards. Pull Scale: NTS Hassellfree Exports 700 NV Winters Creek Rd D4 Quote #26800 •a nm• #1 #2 Un Heic 122 Long TP Handle (M) 38" L=i I I Init Width- 74" fl EXTERIOR ELEVATION HORIZONTAL CROSS SECTION Iht Interior Lr 1 4y" 4y„ T 1 t F1 " Exterior Scale: 1:6 Signature for Approval Print Name Date 1:35