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HomeMy WebLinkAboutPLANSHORIZONTAL SLIDER - NON -IMPACT (SHOWN W/DIFFERENT OPTIONS) 126 7/6' MA%. OVERALL FLANGE WIDTH 125 SM' MAX. UNIT W IDTH 50 r ASS GLASS DLO II CLASS DLO D V4' B TALL 6 IGE 62. MAX. ' 0 a SS�LA_ 5)13,16"UNIT �( O X D GLASS ' ` HEIGHT OLOSS 6 OLD C 16 MAX SASH HELL �- -F, -- - - 511/1s F fJ e E MAX.p E SASH WIGHT -.... Y� ALL FLANGE WIDTH FLANGE WIDTH 54' MAX. UNIT. WIDT 233116 GLASS OLD j Dfi I " HT B X O 55 GLASS 01-0 TABLE OF CONTENTS GENERAL NOTES'& ELEVATIONS_.I GLAZING DETAILS ................. ..........2 COMPARATIVE ANALYSIS ......... .__.3 SECTION VIEWS B ALT. FRAME ..... 4.5 EXTRUSIONS 8 B.O. M........ ..............6 ANCHOR SCHEDULE 8 NOTES_ .......7 INSTALLATION DETAILS.....................8 9 CLASS [ OLD 26IP' MAX. SASH WIDTH GENERAL NOTES' //p r ym 1. TO HEREIN IS DESIGNED AND ibb COMPLY WITH THE TO COMPLY WITH THE FLORIDA BUILDWG CODE (FBC). CURRENT BUILDING EC). CURRENT WINDOW SYSTEMS'ILpL/f7��`J�/ EDITION. LOTHAVE, OCA OCALA.A, FLORIDA 34474 2. GLAZING OPTIONS: (SEE SHEET 2) W W W.CW wS.Cc:S.CC 3. CONFIGURATION OX','XO" XOV. BZDO PVC 4. DESIGN PRESSURE RATING (SEE SHEET 3): -NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE AND HORZ. SLIDER GLASS TABLES ASTM E-1300.04e01A9. NON -IMPACT -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300.04e01/09. = Z <Zi 5.ANCHORAGE: THE 331M% STRESS INCREASE HAS NOT BEEN USED 1- Z Ow0 :Z- ' .JO arr IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8 FOR ANCHOR DETAILS. W INDLOAD DURATION FACTOR III Z O Z ¢ C 1. ¢z 0 CC:I.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. Z z Z E G¢ w p 0. 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE O p OI 0(3¢F.¢ Z - Z SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. Z - U 0 p0 U y 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT G 2 I-�¢2p O¢O 4i M O Z 0 z USED AT FIXED MEETING RAIL AND JAMB ¢ � F rr p'6 .k W pO¢NOwww 8. SERIES /MODEL DESIGNATION HS-8200. '•¢ z y w O m r- 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: aO. ¢ wf`0 awN x ¢ w X- OPERABLE SASH, 0-FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR �1�PNDRE/rJp+,, LOCATION. �`� E 1", 11. EXTERNAL WEEP SLOT = 1/4" x 1' LOCATED G" FROM BOTH ENDS. N. 58201 :�P2 V: /¢_ B'J_-•. STATE OF : W? SCANNED BY St. Lucie County CONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING XO 54" x 82" SEE COMPARATIVE ANALYSIS I CHART, SHEET ONE XOX 1/4 1/2 1/4 125-5/8" x 621' NONE Lucas Turner 2017-08-30 17:13+20:00 - z� 6/29/2017 - LUCAS A. TURNER, P.E. FL PE N 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380.1574 .X I I GENERAL NOTES AND ELEVATIONS 5TMU— YE WAAJ 1 07/01/08 57T—# CWS-340 E SHEET 1:3- I 3.33 1OF8 argg�ffl WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA N474 WWW.CWS.CC 8200 PVC HORZ. SLIDER NON -IMPACT a 3 3 azi 0o OwJO �w ioi ¢� z rzaX3<XE'Oo: )R OVERALL O Or01Ja2r¢ )2' OVERALL )/B' OVERALL ]IE' OVERALL M2 OR a ��LL�OOLLU -- IV ANNEALED - - —3I1F ANNEALED -1V TEMPERED 3R6' TEMPERED�U- 9E' AIR SPACE 12' AIRSPACE SIB' AIRSPACE 12' AIRSPACE ¢ � ¢ O tw- � x Z y IN' ANNEALED 8II5' ANNEALED I!0' TEMPERED I F 3I1V TEMPERED � O O � NWNOwNw e SIKAFEEK5520R PURRFEIX GLAZE .B SIKAR.EX020R SIKAREK M2 OR p 'po aX�> PURFECT GLAZE'M PURFEGT GLAZE'H- PURFECT GLAZE'H' ¢ 2 ¢ w 3 y1 to a r a ¢ a 112•GASS GITE 12'GUSS RITE �I( 1@PI DREN'r1194 L2'GIA55 BITE IQ'GLASS BRE �44 PN..•.. `, zi - .V�G ENgF:)gyy� - No 58201 111 - 'II`--11I B U 9 9 9 'I� -p1• STATE OF J4- IJ o�F•4.�op.Q� \�: � S G GLASS TYPEA GLASS TYPE B GLASS TYPE C GLASS TYPE D zz 8!-MO17 LUCAS A. TURNER, P.E. FL PE A 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GLAZING DETAILS -�Cr�--- AAI 07/01/08 w CWS•340 E SHEET f�1 20F8 AUA U UN 11+tJA"UHL-S' (GLASS TYPE BOB DIN THE FOXED LRE GLASS TYPE A, B, C, OR D N THESASM UNIT WOTH (N) 55 65 75 87 1/2102 12 105 3/4 110 1/4 120 125 518 UNIT SASH WIDTH (M HEIGHT(IN) 15 5/8 1 18 7/16 121 5116 124 718 129 1/8 130 7/8 31 5/16 134 1/16 35 11pe 17 718 +45/-45 +-051.45 +45/-45 +45/-45 +45/-45 +45/•45 +45/-45 +42.5/•42.5 +40/-40 29 12 +45/-45 +45 /-45 M5/•45 +451-45 +45/-45 +40.11-40.1 +39.1 /-39.1 +33.5 /-33.5+30.9/•30. 31 12 +45/-45 +45/45 +45/•45 +45/•45 +45/-45 +401-40 +39/-39 +33.11-33.1+30.4/-30. 35 1/2 +45/45 +451-45 +451.45 +451.45 +451-45 +40/•40 +39/-39 +32.91-32.9 +301-30 39 12 +45 4-45 M5/•45 +45/•45 +45/•45 +45/-45 +401.40 +39/•39 +329/-32.9 +30/-30 41 12 +45/-45 +45/-45 +45/-45 +45/•45 +45/•45 +40/•40 739 3-39 +32.9/-32S +30/-30 43 1/2+-05 /-45 +45 /-45 +45 /-45 +45 /-45 445/-45 Z0/•40 +39/•39 +32.9l-32.9 +30 /-30 d7 12 +45/•d5 +45 /-45 +45 /-45 +451-45 +45 /-45 +d0/-40 +39 /-39 +32.9/-329 +30 /-30 51 72 +45 /•45 +45 /-45 +45/ 45 +45/•45 +43.8 /-43.8 +40 /-40 +39/ 3­9 +329/-32.9 +30 /•30 53 12 +451.45 +45/•45 +45/-45 +44.7/•".7+41.3/-41.3 +40/-40 +39 /-39 +329/-329 +30/-30 5 12 +45 /-45 445/-45 +451-45 +42.4/•42.4 +39/-39 +3B /-38 +37.7/-37.7+3291-32.9 +30/-30 62 +45/-45 +44.9/-44.9+40.4/.40.4+36.4/-36.4+33.1/.33.1+32.11-32.1+31.81-31.8+30.61-30.6 w30/•30 HEIGHT(") 1 29.5 1 31.5 35.5 1 39.5 41.5 1 43.5 51.5 54 17.875 +45/-67.5 1 +45/-67.5 +45/-67.5 +451-67.5 +45/-67.5 +45/-67.5 +451-61.9 +45/-54.6 WS/-50.8 29.5 +451-67.5 +45/-67.5 +45 /-67.5 +45/-67.5 +45 /-67.5 +d5/-67,5 WS/-58.2 +45/•49.5 WS/-45 31.5 +45 /-67.5 +45/•67.5 +45/-67.5 +15/-67.5 +45/-67.5 +451-67.5 +45/-58.2 +45/-49.5 +45/-45 35.5 +451-67.5 +45/-67.5 +451.67.5 +45/•67.5 +45/-67.5 +45/-67.5 +451-58.2 +45/-49.5 +451-45 39.5 +451-67.5 +451-67.5 +45/-67.5 +45/-67.5 +451-67.5 +45/-67.5 +45/-58.2 +45/-49.5 +45/-45 41.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +451-67.5 +45/-67,5 +451-58.2 +45/-49.5 +451.45 43.5 +45/-67.5 +45/-67.5 +451-67.5 +45/-67.5 +451.67.5 +45/-67.5 +45/•58.2 +451.49.5 +45/.45 51.5 1 +45/-67.5 1 +45/-67.5 1 W5/-67.5 1 +45/-67.5 1 +45/-67.5 1 +45/-66.7 •xl5/-58.2 +45/•49.5 I 53.5 +45/-67.5 +45/-67.5 +451.67.5 +45/-67.5 +45/-65.9 +45 /-63.fi +45/-68.2 +45/-49.5 +451-45 55.5 +451-67.5 +45/-67.5 +451-67.5 +45/-65.4 +45 /-629 +45 TE0.7 +45/-56.9 +45/-49.5 +45/-45 59.5 +451-67.5 +451-67.5 +451-65.6 +45/-60.1 +-05 /-57.8 +45 /-55.7 +45/-52.1 +451.49.1 +45/.45 62 +45/-67.5 +45/-67.5 +45/-62.5 +451-57.2 +451-55 1 +451-53 +45/-49.5 +45 4-46.6 +95/-45 1900 SW 44TH AVE OCALA. FLORIDA U474 WWW.CWS.CC 8200 PVC HORZ. SLIDER NON -IMPACT 3 <Z3_ a Ogg zOz ¢� z ~2 Zm<q,00 O u OI-01Ja¢'¢ Uf_nyZ arwv. Z i OOVtq p0- U ; io3 Q USF 2is ~5t:Qm 0o.»3oF LLN,OWN. a Romw ¢ a ice¢ w3w0 r a ¢ N. 58201 + STATE OF z� 8n_8/2017 LUCAS A. TURNER, P.E. FL PE 6 SB201 1739 JABARA AVE. NORTH PORT, FL 3a288 PH. 941.38PI579 ANALYSIS NOTES: AAI 07,roiro8 I.IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE ICWS-340 E 2. ALL XOX UNITS MUST USE EITHER GLASS TYPE BOR TYPE D ONLY. GREET 1:1 3 OF 8 IMERIOR �°�®�' % 6 3 0 9 7 40 9 10 6 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc PVC HORZ. SLIDER NON -IMPACT a z 3 ¢i3 F Z W ❑W� NW W J O F- 03 ZOZ ¢t p 3 14 4 44 1 5 61 4 49 14 49 4 1 6 4 Z Z>:�<m,OO SECTION VIEW B-B i 0190Z S,-y ? W'200F.xpis 46 r IS Q ¢QtNU~�a ¢ 00¢NO WNW 2V1d OJNI- 49 11 O Wr0 LL2jw a 1, 1`4 tORE W •'74 ;:`�4r-.`�GENSF Lam!.• IMERIOR 4 9: �9 �, STATE OF �1V D.• � ..2W,. H C1 9 q.ON.1.010 +o _ 46 9 6 yy iZ 18 + 8/28/1017 LUCAS A. TURNER, P.E. FL PE 0 582M 4 1239 JABARA AVE. 2 NORTH PORT, FL 34288 SECTION VIEW C-C PH. 941.380-1574 HE E .RIP 5 ALTERNATE FIN FRAME SECTION VIEW A -A SECTION VIEWS OX RAWN FlF- W AAJ 07ro1/08 ITEMS NOT SHOWN FOR Y: 717- 20, 25. 27, 34, 39. 40, 41, 48.8, 51.51. 5 2 - CWS340 E SHEET 19 40FB 6 10 9 d 43 I B B 6 0 INTEfl IOR l�(J({py(y((////I/(y j//�� WINDOW 1 0 B B 7 3 9 8 10 6 SYSTEMS (�WQ 1900 SW 44TH AVE. OCAIA, FLORIDA J4474 WWW.CWS.00 8200 PVC e HORZ. SLIDER a NON -IMPACT a z 3 ¢ z_ w�a akz. Gi 4 0d.914 49 04 15 B1 41 14 515 4 0 9 49 04 1 4 w 0 ¢ zo3 _- 'W3:>O¢3 q 000i3lf0 f0 aKaXoa UO SECTION VIEW E-E a0" Z0U— IrzirsJ1¢/)o¢ OzN¢� 1�61 O 6 a Q<O¢-L3,�1 LJ 6 ZTWNO JNH ¢ M W N? 19 6 r pnu nq 4.d"�KOREW T4. �4�i ` VY •�\OE%jgF: ,��9y' `v ' IJo 58201 •�+' INFERIOR V+: + dJ yf: ' bpi• 4TATE OG ,•�; rr�S�rlO ONAI uIP�?O`\ \ ` B 1_U 4B B yy fZ o9IM017 LUCAS A. TURNER, P.E. FLPE 058201 �l JA JABARA AVE. RAA NORTH PORT, FL 34288 SECTION VIEW F-F PH. 941.380.1574 ALTERNATE FIN FRAME SECTION VIEW D-D SECTION VIEWS XOX AAJ 07/01/08 CWS-340 E IT EMS NOT SHOWN FOR CLARITY: 20. 25. 27.34. 39, 40. 41. 48. 51, 52 12 SHEET SOFB 2 7116' I r 2 T 3 211/I6' 4 1 B4l' Ill6' 1/16 0 PVC FRAME FLANGE PVC SASH MTG, RAIL H-6031 H-6027 ylfi'-E n I $iB• �q 1lI6' PVC SASH TOP/BTM RAIL H-6004 PVC FRAME FIN H-6025 1 15116' 9 I SIO- �q L 1/16' PVC SASH SIDE RAIL H-5025 2[��R FIXED MTG RAIL H-1836 CORNER CONSTRUCTION I$ CORNER WELD (ALLSIDES) c8 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:0 7/16 ItN• t2 ire 11IB'y I 5D6'�tIN' 1 ]/16'-I I ' IB 1111fi' 'f 6 IIL��I 1/16' tll6 1116' T I/16• ROLLER TRACK S-1776 HORZ SCRN ADAPTOR VERT SCRN ADAPTOR S-6013 5-6014 REINF. SBR/SSR 5-1498 REINF. SASH MTG. RAIL S-1497 91i6'-M1 4� 16 I/a•— I 13 t4 IYY 3/10 16/15' 7 L�� T » I6• L SCREW SUPPORT PVC FIXED RAIL COVER PVC GLAZEBEAD P-3113 S-6063 S-60M LINE ITEMS NOT USED: I NOTE: ALL EXTRUSIONS ARE ALUMINUM 606346 UNLESS OTHERWISE NOTED. 16, 19.20, 28, 32.33, 37, 53 19W SW 44TH AVE. OCALA, FLORIDA 3401 W W W.CWS,CC 8200 PVC HORZ. SLIDER NON -IMPACT Z 3 ¢z3 W9. 0.0 <yI--Q zOz ¢C` Q N3Y0¢: .od<o3 op im¢ Z o w. '7 'y OOz I=3LLWpzo_ cG QOWPLZN MIX 0 OOQIo0woW _NWa. OJN_1- WFx-0 a�FY x ¢ w3wln � a ¢ No 58201 i STATE OF rye 8/28P017 LUCAS A. TURNER, P.E. FL PE A 50201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-3801574 BOM AND EXTRUSIONS AAJ 07/01/08 w9 4 v CWS-340 E SHEET 1.2� 6OF8 >i MAX D.C. (TYP.) SASH AX 6' MAX (TYP.1� 16' MAX. O.C. (TYP.1 6• MAx, o.c. ANCHOR 0 MIDSPAN—� (TYP.) A- MAX 4' MAX 8- MA) I TYP) 11 3116' MAX. O.C. (TYP.) ® FIXED CC BEE NOTE 2 NSTALLATION 11 ANCHOR RYP.) x o IFXIF ANCHOR LAYOUT -(FLANGE ANCHOR LAYOUT _J-(FIN) is- MAX O.C. (TYP.) ' 6• MAX (TYP.) 6 MAX. ITYP.)� _ H,I --3' (TYP.) 4 1B• MAX. D.D.-, it o II x I� (TYP.) +� AANN2HHO�R'LAYOUT -(-(FFLANGE) 4' MAX. (TYP.) 8' 8' MAX, O.C. ( 4• MAX (TYP.) � ' 11 INSTALLATION 8. MAX O.C. J ANCHOR(TYP) (TYP) ANCHOR LAYOUT - (FIN)LAYOUT - (FIN) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS RED AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4•. USE SHIMS WHERE SPACE GREATER THAN 1/I6' IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE. SIZE. SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1. SHEET S. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST SE PROTECTED TO PREVENT REACTION. ' S. INSTALLATION ANCHORS SHALL BE IN ACCOROA14CF WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 8. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS. EMBEDMENT SHALL BE BEYOND WOOD BUCKS. IF USED. INTO SUBSTRATE -1 X BUCKS ARE OPTIONAL. 7, A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:7 FOR MASONRY, V FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS. BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH RECUIREMENTS AS SHOWN IN TABLET. SHEET B. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS). FMA/AAMA 200(FLANGE WINDOWS), FMAAVDMA 250(BOX WINDOWS), FMA/AAMAMDMA 300(EXTEMOR DOORS) 1900 SW 44TH AVE. OCALA. FLORIDA 34474 WWW.CWS.CC 0200 PVC HORZ. SLIDER NON -IMPACT a ? 3 az3 � Owo r o z Zxxi3, U UgM20-.�a Z 0005Uw pzowz 06 > 3ow-so 3 3 Q 2>NC73: Oo�»Om mmowmw ¢ z jw Own a wF¢ WO¢N a r a ¢3a No 88201 t STATE OF HHF 17 'NER• P.E.201A AVE.FL 3428E.1574 NOTES AAJ 1 07&108 CWS-340 E SHEET 1:40 1 7 OF 8 SUBSTRATE BY OTHERS SEE TABLE I PERIMETER SEALANT — BY INSTALLER INSIDEANDOUT SEALANT BEHIND FLANGE BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER TYPICAL HEAD ANCHORAGE VERTICALSECTION B TYPICAL SILL ANCHORAGE IIN. EDGE DIST. EE TABLE i MIN. B SEE TABLE T 1 -1 IN' MAX. SHIM MAX. SHIM INSTALLATION SEE. TABLE t� HORIZONTAL SECTION `u/ TYPICAL JAMB ANCHORAGE TABLEI: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE(20KSIMW.) 3/16'RW TAPCON 1.1/Y 1-1/8' FLANG GROUT-FLLED CMU(117 PCF MN.) W16'BW TAPCON /• 2' LANGE CONCRET O IRA 'O+n W16° ELCO UL(TyR'tAp�C,.O�N 1.1/4° FLANGE GROU -FLED CMU IASTM GDDJ 2-I/9° LANGE - -Fr--•v�L ' CON FLANGE 2%RAW. SOUTHERN PINE (G=0.55) CID WOOD SCREW to/B' 7I8' FLANGE 16 GAUGE (0.06V)MIN. STEEL SND (33 KSI YIELD MIN) #10.16 HILT I(WIK-FLEX OR TW TEKS SELF-ORLLNG SCREW FULLTHREAO TiRU 0.060° 7/16' FLANGE I/S'ALUM. (6063-TSMN.)OR IIWSTEEL(33KSIMN.) 110 GRADES SELF -TAPPING / DRILLING SCREW FULLrHREAD THRD G, 25. 7116' FIN 2XMN. SOUTHERN PINE(G=0.65) 48 WOOD SCREW 1-1/2' 7/16' MIN. EDGE DIST. --I—y BUBSTTHATE SEE TABLET I I SEEBYOTHERS ABLE SEETAX. BLEI SEE I TB HORIZONTALSECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION 1900 SW 44TH AVE. OCALA. FLORIDA 34474 W WW.CWS.CO 8200 PVC HORZ. SLIDER NON -IMPACT a He z 3 <z3 0 W who H2w zOz ¢ r? aN;a0X: ` z w <m, L U Ol .<F¢ N Z FNR N =0Z a . mc OOQNOW NW ZNWNF iL OwOJO¢tan a u r a ¢3w NA $8201 i STATE OF `Z 8/28/2017 LUCAS A. TURNER, P.E. FL PE 0 58201 PERIMETERSEALANi 1239JABARAAVE. BY INSTALLER INSIDE AND OUT NORTH PORT. FL 34288 D HORIZON'fAI SECTION PH. 941.380-1574 I 8 BO%FRAMEINSTALIATION - NwT NERD AND SILL SIMILAR FDR BO% INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE. FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: DPAwN r nr AAJ 07/01/08 ADHESIVE CAULK IS APPLIED - MINDEAND FLL OT, PERIMETER. INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. 9$-340 - E I3 IN WITH REQUIREMENTS AS -SHOWN FORFLANGEANCHORAGE NDOWS.ACCORDANCE SHOWN FOR FLANGE WINDOWS. AL SHEET 1:2 BOF8 I. SNRM PMa SNOIVN ON MIS PRODAT !PALMATION OOLUMENT (P,C,D.) HAS BEEN VERIAFD MR COMPUWCE W' ACCORDANCE W N ME 2017 (61e COITION) OF M£ FLORIbt BWLODlC WOE M,, STORM PANEL SWJ.L Be 1NSIASLED AT HIGH VCLCCRY INRp1CANE ZONC5 (MNMI-DADS / BROWARO MUMIES). ignmEWING LMBS E NED AS PER SEC/!q! 160➢ OF Mf ABOYF MENTIONED CODE, IvIND SPfm AS R£OUTAfO BY MC JVRISOlCUDN WHERE MESS SHURERS IWLL BF INSTA[LED AND NRfCTIONSL/IY FACtOF KH�O.BS. USML A6CE J-IO FUR INSIAGI10I6 UNOFw 10!> sBC AND S/rALL EiD ME HAXIHUM (AS.@) pESICNPFESSURC RAT/N65 WD'URi! ON SN[EI$ 5, 10 MfiV I5. R !0 kFRIFY THE fBOVE CONDITDN, ULRMAIE DESIGN IWW LOApS DLTERMINCO PuZ ASY[ )-10 E MS/ 1LfOWED t0 ASD. DESILYI WWp LONS 8Y bULTP(ttNG MEM.BY 0.6 IN OROFR 70 ➢ART M'[5£ Y// HM (A5.0) DESIGN PRfSSVR£ RATINGS INOCAMp ON SHEETS J, 10 THRU I5.R TO VERIfY TINT CWPoNENTS AND ANCHORS ON MI5 P.E.O. AS iEST.b IYFR£ NOT OVER SMESS£0. A AV PL:DWAHL£ 5)RESS FOR WIND [OA05 IYAS BQL USED W MEW ANAIYSS A DURRt1014 FACTOR f:0�T R KR/DGIDN LX FASTENERS W WOOD. sMRm FAHEL'S Mc"cY MR MPACT MO FAIIGUE Rf5/SIANCE HIS BED! VERIFI[D W AL'CORDAWE NTH. S£CTDN 1609. f.2 OF THE ABLWE N£MI W CODE AS PER AM REP0.RIS f 112B4O1-W µD 1061002-05, AS PER MPACT M"STTAC EOUNAFM TO ASM C-1995 STANDARD & ASMI £ MO-02 SIANDARD, LIMFTED TOINSIALMN NS MMIN MNO ZONES I, 2 & J AS DDMCO BY ASM £-I9p6 SIANOlRD. 1. ALL ALWNNW SHOE/ METAL PANLLS SHAG M,,, 5051-NJ2 OR J001-iL)I ALLOY. A ALL ALWWVM EYTPUSIDNS smu HE ALUMWW ASSOCNIKW 6063-£6 ALLOY & TEALPLT UNLESS OMERMSE NO)£D. '. ALL SLIMS TO BE SIANLESS SIEF.L J04 OR 316 ALSI SERIES OR CORROSION RESLSFM'T COA>£C CARBOM1' SIEE1. AS PER PIN 5WIB W./ 50 ksi YIELD STREWN AND BO ksi T£'NSLF STRENOIN & 9 U COHPLY W/ MV CA BON 57O CODE SCCRON iIII.J.J.1. 5. BOLTS TO BE AMIN A -JOT ULVAMI(D STEEL OR AS J04 SERIES STAWL(SS STEEL IW/H SS aF HINIMUtl ttELO SM(NGIH 6. ANCHORS TO WILL SHALL BE AS FOLLOWS (UNLESS OMCRv/ISf NOIM) (A) N EATSTI/C PWRED CONCRETE 1 TAPCDN ANCHORS AS Af 'UFACNRW BY 17 W, BUU,,, 1/4' 4 . 718' CALIF-NN ANCHORS OR ELCO mye tr !smele GANELWTE' AS AWVUFACNkED BY "OMEG FASMXN . ING AND ELCO COASMNCIFON PRODWFS. RESPECTIVELY. 1/1' 0 s 3/4' ALL ANMS SOW-SCY MICNOQS AS VIO ND(ITEO BY ALL MILTS SYALIV, BOLT & SPECNLFY COMPI,AT. NOW, A1) MWIMVN CMB£OMEM INTO POURED CONCR£!E OF TAPCON AND aCO FANEUMTE ANCHORS IS 1 J/4? A2) 7/8' ULK-fH ACHORS STALL Be [MIFILLY WB£WW WN ME POURCO CONCRETE. NO EMBED W INN SNCOJ SHALL Be PERMITTED. I/4'1-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM ,,,,O Sm=0 mA ' AND 1' UPANUM FOB WAJLS WITH NO SNLC1). AJ) MIMMI LI DIBCOMEA'T, OF 1/419 T 3/4- ALL POINT$ $DUD -SEE ANCHORS SMALL BE 7/8' INTO THE MURED CWICRCTE NO EMBEDMENT INN STAm SHALL Be f'ERMIIT[p. 1I4' 1-20 SS. MACHINE BCRLIP IBM SHAY BE 1 1/2' LONG YIMItUM SHOULD STUCCO SFlSl, AND I' MINIMUM FOR WALLS W',, NO GIUCCA A4f IN US[ TNT PRFGIST SRWL pFEUST CONGA,,,p,,MaS OR PAVERS BE iNIM ON ME EASING WAIL OR SFLOOR ANCHORS SHAL BE LONG EWVCH N BEACH ME NNW S,R ,,C BEHIND SUCH pAN£LS, ANCHORAGE 1 BE AS &&I TED W NOM M) & A.2) ABOVL (0) IO aamNO CONCRETE BLOCK WALL - 1/4' 1 rA W ANCHORS AS MANUFACNRED BY V.W, BUIWU.. 1/4' e x 7/6' MK-W ANCHORS OR a= male & Iemele >AN£LWFf- AS AUJIUFACNRfD - BY POWER J%' MLR PoINTS SOLD -SEE ANSKIRS ASH069RIBLUCD BY ALL M,,, SCREW, BOLT & SPECLAItY COMPANY, NOMS @ i) MINNUM EMBEDMENT OF TAPCON AND CLEO PANELANFE ANCHORS INN CONCRETE BLOCK UA9T zwL Be 1 1/I. B4 )/B' LICK-(W ANCHORS SHALL Be 1NBRELY EMBEDDED ,NFO THE COK.RM BLOCK LIAVT. NIT EMBEDMENT INTO SW= MALL BE PERANT,ED. 1/4'1-20 SERE115 USED S U Be I I/2- LONO MINIMUM SMVW SW= EnSE AND) MINWW M,, 4yt5 WRH NO STVCCD. @J) MINIMUM EMBEDMENT OF 1/410 x J/4' ALL POINT SOLE`�CCT ANCHORS SHALL Be )/B- INTO THE CONCRETE BLOCK, NO EMBEOMEN! INTO STUCCO SIKLL BE pEFANTT[O, I/4' 1-10 SS I[AG/l11 SCREW LCM 4 l B£ ! I/)' LONG MINIMUM SHOULD STUCCO EXIST,, ANO I. MINIMUM FUR IYAT c W1IN W STUCCO. B.4) W CASE TNAT PRECAET STONE OR PRCWT CONCRETE PANELS BE FOUND ON ME IXISONG WAIL, ANCHORS $HAIL Be IMP CTIDUf1T TO REACH M£ MAW STBUCNR£ BCMND SUCH PANELS. ANCIIOR.IG£ SW.fL BE AS Wp•UTID ON NOTES IN B.1) AND 6.2) ABOE. (C) NA C SNAIL Be RSFALLEO FOLLOMNG ALL OF MC RELOAIWNUTIDNS AND SPECIFICATIONS OF ME ANCHOR'S AWVUFMIUREF. ). PANELS MAY ALSO BE /NSTALLEp HOR?OMALLY FOLLOWWC NSTAILARON D£TMS SHOIYN ON S£CTICWS I MRU 9 (S.EF/ J & 5 OF 15) EXCEPT TNT HEADERS 2, J & 4 SHALL NOT Be L'Sco. e.. N STALL BE M£ RESp(WSISILT' OF ME COMHACNR TO l2-RIFY THE WUWNESS OF ME S,,,fWE MH£RC STUTTER IS N BE ATTACHED TO INSVRE PRW£R ANCIORAGE. MIS SHUTTER "U. ONLY Be AMICHO N L ,CREI[ BLOCK OR VAMD FRAME BVILDWGS. 8. ME INSTAWTION CONMACNR IS M SFAV/ VLK ALL $NUTTER CONI NENT EDGES WMCN RENNIN IN MNNNWVS CONTACT MTN ME BWWAV N PRE IYWD/PAN INTRO IN UULK AND SEAL $NITER TRACKS .LLl AROUND NLC ICNGM 10, (n) MIS PED, PREPARED BY MIS ENGINEER IS GENERC AND DOES NOT PROv10£ INMAA pW FOR A SITE SP£C/DC PROTECT; U, MlCRC ME SIZE CONONONS OEVMT fROM ME P.C.D. (e) CONTRACTOR to He RESPONSIBLE MR ME SELECTION, PUNCNASE AND WSIALGTION INCLUDING LIEF SAFETY OF TITS PROOVOF, BASCO ON MIS F.E.D. P.ROVIDFO NE/SHE DOCS NOT DEVMM FROM ME CONDIF4N5 DEfANfO ON MS OOCUMVr- CONSTRUCTION 6AF A, SIM IS IHE CONMM:NRY RCSPONSIWUIY. (0 NIS P,CD, IVILL Be CDAT_D£REO WVAL/D IF IMPEL, BY ANY MINK (N) SM SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA RMISTCRED ENGINEER OR ARCHITECT WHICH IVILL BEMUC THE ENOINFER OF RECORD (EO.RJ FOR THE PROJECT AND WHO WU B£ RESMIVSBIE MR ME PROPER LIME OF ME P,E.U, ENGINEER OF RECORD ACTWO AS A VCLZ&tM CN5'WEER TO MF P.E.a FNLTNfFR SILAu. SUB//IT W TINS G,M, THE SITE SPECNIC DVAWNGS FOR RLNEW. (I) NIS P,EO 5'INLL BEAR Me DAIS AND ORIGINAL SEAL ANO 51CNANRE OF ME PA'UF£SSIP,, MWN[[R OF RECORD ]HAT PREPARED N. 11. SI19W LNNUFACNRER'S LABEL SHNL B£ LO. IM ON A R£A02Y etSISLE LOCATION AT STORM PANEL IN ACCORDANCE MIN SECTION I7p p,J OF FLORDA BINLWNC COOL ONE IABC: OH BE PLACED MREY£RY O M,N@ LAB6/A N WNPLY wIM SELIDN f)Op,9.1 W ME FLORIOA BWLOMC COO£ THIS ORAW/NC SHALL ONLY BE USED 70 OBTAIN P£RWIS IN THE STALE OF FLORIDA * FLORIVA BUILDING CODE e➢pNT TNIZN AVC 0 040 BERTHA JlvTnr !'FWCL - 2.23' DEEP Lc. LAeuM Br. C O EASTERN METAL SUPPLY, INC °G�" INC. a6B 6nTA 44`r .ssF I+A�➢arH M .v.eT mwccIUI � � Avwlc L611yo 4{ pQ Aerwl-TINT 17-094 AO)10 NN.. O➢Ae .ft Rya ya u I.7 _ I sxnr I aT u — XlP TRACx (Sff COGPWJfNA'. SHL£l 1A OF 15) CONCRETE ANCHORS (SEE SCHEDULE) I, Hin.j yiii I , Min I h U c x o` W U N W 2 1: MLGO1ui/IIIII—.t 'I•i' i. � _ .�'1'I II IItI� • /II f ���: il 1III!I i 1 1Ij(�I II-�II�I 1f 1� -I 1II� 1I—� —I j',�I,� - I —IliI� III ,I'1I � I(I II . s� II Iu( SI jtIGilI E aLI'I�jiI :E r,I: /'Te, %/"�II� 6a•III �I I eIi I i'!l.�, I, ��I' �I, it Lim I CONCRETE ANCHORS (SEE SCHEDULE)(1STORM PANEL TYPICAL ELEVATION 0I'1 �� a n u S nH-. i e1A 15) I q itSnM�"°m1n (mXrOa/MoIS. RReWc ° CtlYraMr `i? '0 z.�0�4'F0t.- 4•S�_sB/SEORONlTaR@HA.' IAfIt0�L'I2eyA% I/4' Max. CAP 1/4' Mcx. CAP FLORIDBUILDING CO1.�4I2YILJRi5U b4,r�M�• `KR "IaNDX �jnEUs/E T°TOR/M PHurr/ccne Zane) /yNon YnoEL SECTION A —A ie EASTERN METAL SUPPLY, INC rt ORrW k. 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OP 1 _ 09 1z"°�°F� CASE C (Plan) CASE A (Plan) a eo 'w� _',.8,• o.4 �. a sca a 1/4• - r- $LNE' )/.J' . r' w/JYANJr JIOJ.41. OR sIMJ-IE ALLor am. ,w,m. wcLt CASE B (Plan) SGLE: 1/1' . 1 • 606J-i( µLOY Cool, a C. ARCLC� WqL <MT'OPS O II' 6 C. ttWLNEI `XO` MV! PANEL i I/. LV'--Il \ M4[l FfWIRtD CASE D (Plan) sale: 1/1• . I' POLAtD CAN:FLiF pp t2car wut END CLOSURES DETAILS CASE E (Plan) NSa . I/,' . 9- „ NV/vV1 NV/vV1 Mc.. rwvR LenclN L(Ri ,. A•C/M vwNc <N[SIT,(RVNC aOW'ALVMMYI PAMl© Y(/� P.W4t0u a a.. m Z A 1. ucmxe Au trcmw n i)3.4 -)SO I2'-0 I2'-0• II'-➢' 6•-6• I)'n 1)'_0' 11'_5• Ip•_B' 8'_6• IT'fr .J0.4 -JSO I!' -I' 10'-6 p'-II• 6'_6• IT•N 1)'fr Ia44 -"0 9'-I0' 9' e• 0' g 6'-6 R'n .05.0. -30.0 9'-i• 6'-10 6'-i' B'-6' lT'ff sza -sSo 9=ra• 6=5- .>•-11• _ Irf. .SAO. -60.o B'-I- a'-1' r-)' - u'rr +bap. -610 B'-0• r-g• r-t• - I)-x .6".. -%0 r_3- r_S• T-o• - u'n 1)'ff .)Sa -80.0 6'_6• 6•_6• 6'-,' - ly .a60. -650 a'-1- 6•-1• 6•-I• - JT .65.0. -90.0 5'-9•.. 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PAMMMAIES TAPCON SAND -SET CALK-/N 86 2 I/T' .)1 - - .50 T' .50 _ 1 1/2' -Js ANCHORMIN.SPACINGJ.0'2.5"J.5- I SEE "OTC' ON SHEET II THIN IS o£ IS i PANEL 1S1A'M WAUNONS ,GR ROaR/CERMG INsNzIA ONS mm vp00 m.. i vulw/Na6. luu•lrow u4r10 j�rattn' fartnni n° J- r e.au• (� Bmm)_ I.xro i- I I--..w°• .w• .xaB �`fanrnrc w°rp _ '-� �j�w• Lxw I sw•—�� Fri I. -2U5'�rerp—lLlaa'1- --? S FULL PANEL W/ H MMFD_D BALF PANEL W/ hOWED rD ffff I h---Itvw'Nrtcrx lwrlp r �-.... r¢�r�oml—.� �fl��n�i r�• i� � � �I Lra�� �� xB•-; Imo- o � I I tl -: Llv'.-zeal•-:zrv!- -� -a.}. rrr �- --�� OPT/ONAL FULL PANE W/O H MM D rOGrS OPT/ONAL HALF PANEL WZO EDGES y r.au• 4 SQJ' ANGLE BUILD OUr BRACKET i wr� I re)r �-Bm• a .wr av,• DETA/L 1: sruB rrr ar as zw MCN(( MI6 PW. Ny) .IBe'-I '•- S ar• TI ^o^J I•. iRl �.wo• I L Lw• 1 1 R' MAX B O MCK -YS. Y.'. r• mv HEADER U REVERSED 'H.. ANGLF TRACK *` J' Max. 'U' BUILL OUT ��� iS\ .4mr:JT.r• r it r 3 © 'F' TRACK ANGLE .....'S .I- -B21o' 7.99. 1� t 1--S.eel•� IQ -U' HEADER w„1r r ^ Aaa Ir L O N4 I x _L i-amv- gO YxZ MDDED AN F t:Lr[e N'• I' ec orm -^�' fLJBh Iwrs er s: LiiNle•M4¢ I ag �• J— Brnox..rc 4¢ 0 .1 �4 �nr. ss Msaa rumps II I -I OP�ON I �d OPTION ? 10 KEY HOLE AT PAME1 ©p .RM.HOLF °/Ix'�^I _ � n2 1/A4/'r OIO' aeur r AT PANEL 1 f KEY HOLF WASHER ,.J r 1 j " AB(^ (OP270H To 10) y L 17 'M/N/ AN WA I i.7 't•O 6x�' cMWON O n•. r �.rrm Ir'v cwbr � �' � r.nr I �' o)B• . Btm' � I3 AMn� W1TN CrNn � • `.NS' �1 'C_TRI CK YwiC N'. 1• - 1B Sfl6'rl'r1I' LOarr. WA I P tTs' COMPONENTS awctnr. r FLORIDA BU/LD/NG CODE Non High Vol cif Hurricone Zon 0.040 BERTHIA ALUM/NUM .570RM PANEL I.0 P.25' DEEP wxx ery R E EASTERN METAL SUPPLY, INC COt�r 17-094 m"' w srm a or Is uE mrt A LTRI ➢ESCRIPTION GATE gPPROVE➢ A APPROVAL DWG 05/28/05 -- R RF,V=D NAME JPD Il/01/13 I o- o- Al A2 A3 A4,� ]6W -Ism INR k ' 1 ✓ W 4 �V as as as ,a Too �oo oa TED Una LGALL DIMENSIONS SHOWN MAX. AND TYP, FOR ALL DOOR/FRAME MODELS 2. ANCHOR REDUIREHENTS� SEE SHEET 2 FOR APPROVED ANCHORS AND INSTALLATION. Bl 62 B3 64 3 HINGE FOR REDUIREMENT" q.5• STD WT. MM ODN. 3 HINGES] BUTTS OR CONTINUOUS HINGE FOR DOOR OPENING UP TO T6' HIGH -MIN c3] HINGES LOCATIFOR ONS OPENING.75'FROM I RABBET IN G HEAD TO ICL OF TOP HINGE 1G38' iROM FLOOR 70 CL.pF BDTTON HINGE, [OVALLY SPACED IN HETVEEN. APPROVED COMINUOUS HINGE MODELS MARKAR iX-300. HG-305, STANLEY 661ND. MCKINNEI' PICK-12HD, MAGER'78D-224HD, 790-900, IVES 60C. 700, 02HD. 224H➢ SELECT SLUNG, PEKKO FM -SERIES. 4. SEE SHEET 2 t. 4 FOR AVAILABLE STANDARD OPENING SIZES AND SPECIFICATIONS. 5. HARDWARE INSTALLATION AS PER MANUFACTURER'S INSTRUCTIONS. ; 6. 4' FACE HEAD IS AVAILABLE. T. APPLY CAULK AS NEEDED. B. WHEN WATER INFILTRATION RATING IS NOT REQUIRED USE ONE ROW Ei PS074 WEATHERSTRIPPING PER JAMB AND HEAD. INSTALL PER SHEET 3. ?. SEE SHEET 5 FOR WEATHERSTRIPPING OPTIONS TB MEET WATER INFILTRAnM Bd➢ MIDYC -� SCHLAGE LOCK COMPANY, LLC 11019 N. PENNSYLVANIA STREET W CARMEL, IN 46032 NSiL �ma .Tic-!IE B"lE WIND AND MISSILC IMPACT RESISTANCE YbjF W2310 F%MUTSGRIES SZ SERIES 1-3/4' 3'0'7'0' SINGLE DOORS FDA _ 6� RAY —�- TIJ S05-012 SHEET 1 OFF 5 OG IYNL NTS AUTCILAl) �T o �o OPTION HOWE FAMILY LOCKING HARDWARE DESIGN PRESSURE Al MORTISE LOCK BCHLA6E: LBOp0, L94009ERRS FALLON:MSERIES Bl +70/-70P$F A2 CTLMDRICAL(BOREpI LOCK BCHLAGE:AL,NO,A FALCON; T. B,XL9,M B2 SCXLAGE F•9ER@91FiAp 0140191(A)) WITI B]SUI3fiY DFApBOLT A3 HCNLApE f1A)3901]BR HANDLESET WITH DEADBOLT E•BOLT BCNLAGE F(A)BB0/9B]NANOLEBET WTDIT1FJ1pBOLT CYLINDRICAL (BORED) LOCK WITH DEADLOCK IAU%, OR 9CHLAGE 8200 BERIES.19RtOD31RT0ISB0 OR H100 9ERIE9IN110I1531tpDI1B6) INTERCONNECTEpI, INTERCONNECTEp.ENTRANCELOCK 4'87I.07 :PS)F OE%TER J9EHIES IJ10140151)WITH J0.9ERIE4 (JDBOIHZ)OEA09pLT B3 JHSERIES NANpLE9ETYATH DEAOBOLT (JHONBZ) eROADWAY USER@9IU1W4p151) WITH 81➢BO/tDBp DEApBOLT U1p6BI10pR PA99AGE NANOLEBET W'IM pEAD80LT � MORTISE EXIT DEWCE MONARCH:1BfK — -H,7��-7�PSF 84 OPTION DOOR MODEL ,A 48,T,H4t129ER1E9 FLUSH B CF BERIEE FMBp89Ep PANELS A D.zeuRr .gym w10C++WT{- —1 uro eLanc XAl1 uAs`r �xx�wm u Mmwmv—�xpro snro AxmoF UiN Y ILO[II-H qi N4p-iNl .rm s.WIO• II N9tiIm 0MONtPAMC u/6• sm. . IRAAIF ro BE , 3 \ pFWli TLY➢ O 0 A. 9R[L SND 1f410 . \AN TRAQ �wR. IRDY rAus '/Y uAx []•^ m."•TL O EDIMto CsnreOA+DNFv Axc:D= ..0 NCFEIQ Wyy qq PN , LCDY.-IN oyi it 'HELD-W 1 0 O [ 3A II r N/T 41K WCAMN[ RAW (L .IX a mMv[R ST RU) K (4ELYE µDm) 4AW f N!£D w'EA, =7 mam) AMx LRUR F.VL Tmm r aAsdpr axm 1 miN LA- eat -- 15DfO .'ALL ome MrRq •w� t mNev ARm • aw� uw *f -w UE 'KF' t e i I' i I S (DATEAPPROVE➢ I 0.1 1 O REVISED NAK JPD V133 1 .p w ��I/mR 1a/n' TAPWN E.IN O MWNG iA4J 6fAfY9 (A) PU[6 F IM WiTRIFl FOR wUAD DODFS No DOORS SIl w9TALL.ipol (i1PiCAl) onn •x, pC1�C 0 J/.4x IN µSTAB JAMB OR ANDAM JMWA0 (YEIBFD OR ADJBSTABLLj (IK.1RT OR ABJpSTABLEJ NpuE I- WOOD OR STEEL 61RUCTURAL MEMBERS OF WUCDA STE =D WALLS AN9T BE DESIGNED TO CARRY SUFFIGEM {Opp 3. NG SURLP El bND APRJ "J'NpSTANGEDEW-" ANCNOge, AIDYIIJ OV1N169MEET. N5TI.FRAMEIANCNOR IMJCVOMTIpJ BNALL CONFORM TO THE BTEELCRAFT INSTALLATIONIMa,ANDONSSDI AI RECOMMENOEO INBTALUDON lNSIRUCDONb FOR STEEL NUME9, ANp AN9INNI A715-1G IN9TAIU1IDN DVIDE FORDOOR9AN0 HARDWARE SCHLACE LOCK COMPANY, LLC 11619 N. PENNSYLVANIA STREET CARMEL IN 46032 ANCHOR DETAILS / MOUNTING CONDITIONS SHEET 2 OF 5 I B i SENT TABS TO SECURE ASSEMBLY 7 � II ,ASSEMBLY II WELDED d 'SUA' SET-UP AND ARC -WELDED ASSEMBLY RUSS HEAD NOTCHED HEAD SITS ON TOP AND BUTTED BETWEEN JAMBS OF NOTCHED JAMBS TAPIP I AVAILABLE FRAME CONFIGURATIONS 'MU' 'MULTI -USE' SERIES ASSEMBLY FRAME SERIES JAMB DEPTH MA%MU OOR OPEN NO 512E MAT1'R D A. IN F 5.75' 3'0' 7'0' 6CRSALV 14/.087' 12 .OBB' MIN. STAINLESS 16/.057' STEEL MU 5.75' MIN. 3'0' 7'0' CRS/HR5 CAIV 18/ 053' 1. TABLE 2. v ASTU L1R DESCRIPTION DATE APPROVED A APPROVAL DMWING OS/75/O5 B 1 REVISED NAME JPO il/O1/1J 2' r HEAD —� MIN. I 2' MIN. 1-7 4' MAX 1.94' 0.625' 5.75" MIN. . VARY -Y HINGE JAMB STRIKE/HINGE JAMB wsATHERSTR�ppINO �ETpy WHEN WATER ID TRARON' NOT R 0 IR D (ALL DIMENSIONS TYPICAL EXCEPT WHEN SPECIFIED) NOTES. I. FRAME CONSTRUCTION I.I. MINIMUM JAMB DEPTH - 5 3/4'. STOP HEIGHT - 5/8' 1.2. FRAMES AVAILABLE AS FLUSH (F-SERIES) AND MULE -USE (MU -SERIES) (SEE TABLEI) 2 FOR MATERIAL SPECIFICATIONS REFERENCE SEE TABLE 2. SCHLAGE LOCK COMPANY, LLC 11819 N. PENNSYLVANIA-.STREET CARMEL IN 4SG32 FRAME OPTIONS CORND DETAILS PROM WEATHERSTRIPPING ATTACHMENT S05-012 SHEET 3 OF 5 6 D CORE O!! P A (A) POLYSTYRENE (9) POLYURETHANE EXPANDED POLYSTYRENE FOAM ELFOAM WED GRADES D( AMD B6 DCNSItt, 2a LDSACUFi OENSTIY. LO LDICUR AVAILABLE DOOR C014FIGURA71ONS TABLE 1. (SEE NOTE 1.) (C) STEEL STIFFENED HAT SHAPED SECTIONS 20 GA MIN, VLLDCa'6' D.C. TD INSIDE OF FACE SHEETS. HAT SHAPED STIFFENERS TO IT VElDE➢ TEGETIER AT TOP An SQTTDM DET,ITI A 84V 1 (—LTT SPDT'JELDED D R IDTM STIF N S 20' 4'26 0,0 DOOR, SERIES CORE MATERIAL MAXIMUM DOOR OPENING SIZE SKIN MATERIAL WIDTH HEIGHT DESCR. A. IN. THK PER SHT.7 HONEYCOMB CRS 18/,044" L POLYSTYRENE 3.0. 7'0" GALV 16/.055- POLYURETHANE 14/•07D' B STEEL STIFFENED 310. 7'0" CRS 18/,044" 16 GALV . .070 SL/SZ HONEYCOMB POLYSTYRENE 3.0. 7'0" ORE 18 /044° POLYURETHANE GALV 16/.055" T MINERAL FIBER 310. 7-0" CRS 18/.044" GALV 16/.055" 14 .070" CE POLYSTYRENE,/ 3'0' 7'0' 18/.044" HONEYCOMB GALV 16/.055' (0) HONEYCOMB KRA"7 PAPER. 12' CELL SIZE TABLE 3. CRS ASTM MOOS MRS ASTM A1011 GALV.. ASO ASTLI A-024 STL: 304.306 ASTM A240 (LTR I DESCRIPTTDN I DATE I APPROVED A _ APPROVAL DWG VMF 05�/29/OS H REVISED NAN.E JP➢ 1— I1/Ot/13 — A A _ �____�� (F) EXPANDED POLYSTYRENE FOAM (E) TEMPERATURE RISE CORE BY A",:DE14STYA:Q LO/FT° HWERAL AND Mu BOARD OR ;POLYISOCYANNRATE 9200 DENSITY, U 4 1.9 LDS'CUFT er_n Anw neum'v.e ,e(F roa 1 J � N3136� 1. DOOR CONSTRUCTIONL 1.1. MINIMUM DOOR THICKNESS - 1 3/4'� ' 1.2. DOORS AVAILABLE IN FLAT AND EMBOSSED SURFACE MODELS (SEE TABLET) 1.3. ALL DOORS ARE FLUSH - NO UTES OR LOUVERS ALLOWED PER THIS APPROVAL 1.4 OPTIONAL DOOR VIEWER PREP IS ALLOWED MATH MAX. HOLE 05/8" (SEE DETAIL O ON SHT.5) 2. FOR MATERIAL SPECIFICATIONS REFERENCE SEE TABLE 3. MINIMUM YIELD STRESS FOR STEEL IS 44600 PSI. SCHLAGE LOCK COMPANY, LLC 11819 N. PENNSYLVANIA STREET CARMEL, IN 46032 T1 DOOR CONFIGURATIONS CORAND ANEA TERIAL DMATERIAL SPECS, SHEET 4 DF 5 1 B 3.91 —I 13.9+13.9 H-- 3,91 —✓-SEE NOTE I o} — o --- --- MRIC915EOTON 35. 25 NOTE 2 ��61 O.iSFUMM �� NOT: } FAS-SEAL DOOR SWEEP DETAIL'D' TOP OF DOORINEAD WEATHERSTRIPPING 9.50 "-L— 0.13ZERO INTL 0SS SMES TIRESIOLDMTH NEOPRME BUMPER GETAIL'G! DOOR VIEWER IN -DOOR PREP 00.625- MAX. I f'N, I UBSB7Z,U700 "" 0.50 { DEXTER EST, 69S 0.25 T, 5.00- '—T TOP CAP O PDIY.O ZOOS SERIES TIit 9 o MOE BUCOLIC MNn DR PIES SEAL ADDITIONAL WEATHERSTRIPPING HARDWARE REQUIREDONLY WHEN II AR� I WATER INFILTRATION 19 NEEDED ti �I 050 0.25 OAA• I 5.00 --J DOOR SEAL ONATWAL GURM In $EARS THREEMOTD O ZEROES O. OR HELPME SN IEEA 1 0,500 D.zs rl S.Dc �—r OD•JRAREE NLT-WSHV SERIES �. ESHb.D iLEFI➢LC�� 0 4G9' sun-alDsv 40.f�Dy I / c.DB 11--0.50c' — I PB-07a -Ad p PCA1HdSIWP%HO ODIY a rain Sus 'P DOOR SWEEP SURFACE MOUNTED 2 ZERO PART NO.. 539 i 0.00• � 1.38• O I DVY S RAIN GRIP 2ER0 PART NO. 11 1zr I— 0.07' @ZERO PART NO. 139 ow OJr J DnroDn GP.,. {Tempo PmM, OADJUSTABLE STOP ZEROPARTNO.475 0.063' 0.373' FLOOR CLEARANCE K E V 1 S 1 0 N S LTR 11MCR1PT10N DATE APPROVED A APPROVAL •]WG YMF OS/25/OS H REVISED NANE JP➢ 13/01/10 I DE.TAIL'F 1 . BOTTOM OF DOOR WEATHERSTRIPPING DETAIL'P" I AND SILL INSTALLATION HWGE JAMB OcnOM CHANNO. SWEEP INSTALLATION OPROiCCTIND WEEP APKZED T➢ LNE SMFR AREA W NVLd .<RD. WITT ALAR6T 7 f. C➢ 2 S1R 8 1 GS➢t S MPL FLFA1. T HEAD AM JP193 NOTES 1. SLOT LOCATIONS MAY VARY WITH DIFFERENT DOOR WIDTH. 2. DOOR SWEEP RIGID SECTION IS MADE OF PRO -FAX APO-199 POLYPROPYLENE HOMOPOLYMER 3. DOOR SWEEP FLEXIBLE SECTION IS MADE OF SANTOPRENE #101-73 73 DUROMETER - SHORE A SCALE 'SCHLAGE LOCK .COMPANY, LLC N. 4SYLVAMA STREET CARH 11619 I . IN TN 45032 i YYt PWIlCIf� IIiU-'TAG Yi9P�L —.�._---.-----_ ODOR OPENING ACCESSORIES —� YMF DOTTOM SWEEP, THRESHOLD AND WEAIHERVRPPWG DETAILS i TO MEET WATER INFILTRATION 2 SHEET 5 OF 5