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NOC # 18-0430.07
Item PGT Part# Description Material 1 642001 Head, Flange Alum. 6053-TB 2 642017 Head, Integral Fin Alum. 605316 3 624028 Head, Equal4eg Alum. 6063-TB 4 624004 Jamb, Flange Alum. 6063T6 4A Jamb, Flange (Used For Alternate Radius Top Head) Alum. 6D63T52 5 624020 Jamb, Integral Fin Alum. 606376 5A Jamb, Integral Fin (Used For Alternate Radius Top Head) Alum. 6063T52 6 624031 Jamb, Equal -leg _ Alum. 606_3T6_ BA Jamb, Equal -leg (Used For Alternate Radius Top Head) Alum. 6063T52 7 624002 Sill, Flange Alum. 6063T6 8 624018 Sill, Integral Fin Alum. 6063-TB 9 624029 Sill, Equal -leg Alum. 606376 10 624003 Sill, Hi -Rise, Flange Alum. 6063-TB 11 624019 Sill, Hi -Rise, Integral Fin Alum. 6063T6 12 624030 Sill, Hi -Rise, Equal4eg - Alum. 6063-T6 13 624006 Sash Top Rail Alum. 6005A-T61 14 624005 Fixed Meeting Rail Alum. 6605A-T61 15 624012 Sash Bottom Rail - Hi -Rise Alum. 6063-T6 16 624068 Sash Bottom Rail Alum. 6063-T6 17 624007 Sash Side Rail Alum. 6063-T6 18 624051 Head Anchor Cover Alum. 6063-T6 19 624015 Sash Stop Alum. 6063-T6 25A 624DD9 IG Bead Alum.6063-T5 25B 624011 IG Snap Bead Alum.6063-T5 26 624013 1/8" & 3116" Bead - Alum. 6063-TS 30 6TP247 Glazing Bead, Bulb Vinyl for 9624023 Vinyl 31 6TP248 Glazing Bead, Bulb Vinyl for #624009 & #624011 Vinyl 32 724046 Sweep Latch. (@ Top Rail) Cast Zinc 33 624049 Bottom Latch (@ Silo Alum. 6063-TB 34 Setting Block (118" X 1/2" X 4") Neoprene 35A IG Setting Block (1/8" X3/4" X4") Neoprene 35B 724014 IG Snap Setting Block Vinyl 36 724044 Bottom Rail Weatherstrip Extension 37 724053 Sill Gasket Polyethylene 38 724054 Sash Top Rail Gasket Polyethylene 39 724D55 Sash Bottom Rail Gasket Polyethylene 40 724D57 Head Gasket Polyethylene 41 724063 Meeting Rail Gasket Polyethylene 42 612. 26D Sash Bottom Rail Bulb Vinyl Polyethylene 43 Weatherstrip, .270" X.187", Fin Seal (@ MR) 44 67S16G Weatherstrip, .170" X.270", Fin Seal (@ Sash Side Rail) 45 Weatherstrip, .170" X.187', Fin Seal (@ Top Sash Rail) 46 varies Balance with Cover & Trim Rigid Vinyl 51 781PSQX 98X1" PH SMS (Assembly) Stainless Steel 55 7834AA #8 X 314" Ph. PN SMS (Balance) Stainless Steel 63 Alum. Screen with Fiberglass Mesh Varies 70 - Kommeding Kodispace 4SG TPS See Sheet 71 - Qua exSuper Spacer nXT 11 for 72 - Quanex Duraseal Spacer Materials 73 - Cardinal XL Edge Spacer 74 Dow 791, 899 or GE 7700 Backbedding Silicone JAMB NOTES: 1) ALL CORNERS TO USE GASKET AND/OR SEALANT. 2) SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ASSEMBLY DETAILS FOR FLANGE FRAMES (OTHER FRAME TYPES SIMILAR). JAMB SASH BOTTOM RAIL INTERIOR b TABLE 10: MATERIAL PROPERTIES USED Material Min. Fy I Min. F. Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco UllreCorO 410 SS Elco CreteFlex@ 155 ksi 127.4 ksl 177 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi - 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi I45 ksi °D 1 W a > w o �i gay U x o (Oa in alco O 0 N z m O mx = LL UUd O Z U Z Z'L 2 FQ N O N ® J L1Ql (7 Z LU laa4s W Z a o O U o Z Co cc U co Q m allll '�sa0 sauas 2.848" .062" 1.489" .062° O FLANGE FRAME HEAD 2.798" 2.841" + 62' r� O FLANGE FRAME SILL 1.300" 170" 2.150" 13 SASH TOP RAIL 2.848" 1.125" 2.112" OINTEGRAL FIN FRAME 2 HEAD 2.798" 3.466" 1.12� II OINTEGRAL FIN FRAME SILL 120" 2.211" .062" --4- u FIXED MEETING RAIL 2.848" � --1- .062-".9B7" O EQUAL LEG FRAME HEAD 2.798" 2.341" 062" O EQUAL LEG FRAME SILL 2.273" 2.772" 052" { 1.300" 15 SASH BOTTOM RAIL - HI -RISE 2.560" .062" 2.724" O FLANGE FRAME JAMB 2.798" FLANGE FRAME SILL lu HI -RISE 2.273" -� UU 2.105, .062" 1.300" is SASH BOTTOM RAIL 508" 3.185" .062' 2.724" 1.125" OINTEGRAL FIN FRAME JAMB 2.798" 2 INTEGRAL FIN FRAME )SILL -HI -RISE SILICONE STRUCTURAL POLYISOBUTYLENE 1/4' NOM. WITH DESICCANT EXT. GLASS INT. GLASS 70 KODISPACE4SGTPS 2.060" .062' 2.724" O EQUAL LEG FRAME JAMB 2.798" -+{ ��OEQUAL LEG FRAME SILL HI -RISE HOT -MELT BUTYL STRUCTURAL 3116" NOM. SILICONE FOAM WITH DESICCANT IXT, GLASS INT. GLASS 71 SUPER SPACER® NXT TM ALUMINUM POLYISOBUTYLENE DESICCANTFILL 1.446• a� e 465" ��++---- REINFORCEMENT SEAL 5116' NOM. �+ -a� lfq. .773" SILICONE SEAL 1 1 522' �•-� 040" I BUTYL & ROLL -FORMED .062" I .627" .802" DESICCANT STAINLESS STEEL 1.235" .802' .602" FOAM .813' 1.370" IXT. GLASS IXT. GLASS 1.300" .070" '045" U _ INT. GLASS n SASH SIDE RAIL le COVER CHOR 19 SASH STOP COVER IG BEAD se IG SNAP BEAD 2e 1/8° & 3/16" BEAD O ® O TM INT. GLASS 72 DURASEAL SPACER 73 XL EDGE SPACER W > v o O "ay EE w 0 co U.) o N Zw slap 0 Q 0 0 to Z, O-- Z W o 0) = W o (9 C) 0 � Z -AB- u.p I- ¢ ojj mo w On > a Z o U Z O Z � 0 ® m W u U' jU) 1aa45 Qo LL to Z O O ] g 7) m � X Q W ally � sap saua5 ENV ILY 1 N * t No.58705 a' MAEg A. LYNN MILLER, P.E. P.E.058705 [--- EMBEDMENT FIXED VISIBLE LIGHT HEIGHT FRAMES EDGE DISTANCE EDGE DISTANCE _ MAX. EMBED SHIM I SHIM Ill '--TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. 1/4" MAX SHIM 14 1/4' MAX. SHIM —�{ I• 43 I I BUCK 13 HEIGHT 63 USE EITHER 1 SWEEP LATCH @ MIDSPAN OR 2 46 55 BOTTOM LOCKS SASH VISIBLE LIGHT HEIGHT 16 STANDARD SILL EXTERIOR SHOWN. SEE 33 SHEET 9 FOR B OPTIONAL HI -RISE 1'WEEP 42 SILL TABLE 9: NOTCH AT EACH END 1/4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, EDGE DISTANCE +L.. SEETABLE9. EMBEDMENT (SCREW SHOWN) ' 1/4" MAX SHAM SASH VISIBLE LIGHT WIDTH _I (� FIXED VISIBLE I LIGHT WIDTH BUCK WIDTH HORIZONTAL SECTION C-C DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES, TABLE 9. 410 OR #12 STEEL -SELF-DRILLING SMS (G5), SEE TABLE 9. INSTALLATION OPTION 7 ANCHOREDTHROUGH INTEGRAL FIN INTO METAL Anchor Substrate Min Edge Distance Mn. Embedment 2-1/2" x.113" Box Nail P.T. Southern Pine (SG=0.55) 5116" 2.438 2-112" x.131" Common Nail P.T. Southern Pine (SG=0.55) 3/8" 2.438 2-1/2" x:145" Roofing Nail P.T. Southem Pine (SG=0.55) 3/8" 2438 2-1/2" x.145" Roofing Nail P.T. Southem Pine SG=0.55) 3/6" 2.438 #10 Steel Trusshead Screwor #12 Steel, 18-8 or 41O SS Screw P.T. Southem Pine (SG=0.55) 1/2" 1.375 0.125' Aluminum, 6063T5 min. 5115' 0.090 0.050" A36 Steel 5116" 1 0.050 0.045" 18 Ga) Steel Stud, Gr. 33 min. 5116" 1 0.0456 VERTICAL SECTION D-D A)MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EDGE DISTANCE EMBEDMENT I TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. (NAIL SHOWN) VISIBLE LIGHT FORMULAS: (SHOWN FOR STANDARD SILL; SEE SHEET 8 OR 9 FOR HI -RISE SILL) WIDTH @ SASH 8 FIXED LITE: BUCK WIDTH -4.1.2 HEIGHT (EQUAL-LITE) BUCK HEIGHT/2 - 3.23" HEIGHT (PROVIEW) @FIXED LITE: BUCK HEIGHT2+4.28" @SASH: BUCK HEIGHT/2 - 11 AW HEIGHT (CUSTOM SASH) @FIXED LITE: BUCK HEIGHT - SASH HEIGHT- 2.55' @SASH: SASH HEIGHT -4.60" NOTES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. W z 00 2 rn LU w o as Of O � o >, r o atop O (D O •- L9 N z m d' O Oa m Zo o Z LL m W = Lu S ct U U Z r 00 ~ W JM0 r > Y 1-- O 6j Z Z N Z = O U LL O o ® N J W O Z X 1aa45 U Z LL O Z) Z ¢ af C3 ¢ U C0 2 Q Z rn aN)1 .— saua5 `11 " I'll No.58705 •� O STA�: it Ix A LYNN MILLER,.P.E. P.E.# 511705 INSTALLATION OPTION 1 EDGE ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. FIXED VISIBLE LIGHT HEIGHT - - - --- INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. P====] EMBEDMENT 1/4" MAX SHIM � EMBED- I MENT EDGE DISTANCE 1/4- MAX SHIM 19 I-----L--J FVISIBLE •. LIGHT WIDTH SEETABLE 3 NOTE B, FOR ' HEAD TYPE 18 . TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE 31 5 OR 5B TABLES. I TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, BUCK HEIGHT g3 USE EITHER 1 SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS SASH VISIBLE LIGHT HEIGHT EXTERIOR 15 33 12 OPTIONAL HI -RISE 42 SILL SHOWN. SEE 1"WEEP SHEET 10 FOR NOTCHAT STANDARD SILL EACH END 1/4" MAX NO ANCHORS REQUIRED IN FLANGE OR z , EQUAL -LEG ° FRAME SILLS VERTICAL SECTION B-B SEE TABLE B. 46 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. 1/4" MAX SHIM SASH VISIBLE 17 / LIGHT WIDTH BUCK WIDTH EXTERIOR HORIZONTAL SECTION A -A �•-� 1/4" MAX. SHIM -\ DADE APPROVED MULLION, FBC OMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 8. INSTALLATION EQUAL OPTION 4 LEGBOX ANCHORED THROUGH FRAME FRAME INTO METAL SHOWN Anchor Substrate Min. Edge Distance Min. Embedment P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" #12 Steel, Aluminum, 6063-T5 min. 3/8" 0.063" 18-8 aT 410 SS Screw A36 Steel 3/8" 0.053" Steel Stud, Gr. 33 Iron. 3/8" 0.045" 18 Ga) Concrete (min. 3.35 ksi) 1" 1-3/4" 1/4" 410 SS Ungrouied CMU, (ASTM C-90) 2-1/2" 1-1/4" CreteFlex P.T. Southern Pine SG=0.55) 1" -3/8" Concrete Concrete (min. 2.85 ksi) 1" 1-3/8" 1/4" Steel Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" Ultracon P.T. Southern Pine (SG=0.55) 1" 1-3/8" A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRAI E. B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PANIHEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. NOTES EMBEDMENT ° EDGE DISTANCE .......... if TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL; SEE SHEET 10 FOR STANDARD SILL) WIDTH @ SASH & FIXED LITE: BUCK WIDTH -4.12" HEIGHT (EQUAL-LTTE) BUCK HEIGHT/2 - 3.23" HEIGHT (PROVIEW) @FIXED LITE: BUCK HEIGHT2+4.28" @SASH: BUCK HEIGHT/2 -11 AY' HEIGHT (CUSTOM SASH) @FIXED LITE: BUCK HEIGHT -SASH HEIGHT -2.55" @SASH: SASH HEIGHT -4.60" 1) USE ONLY SUBSTRATE-APPROPRIATEANCHORS LISTED ON TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE S. ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND ' INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. �I L z Go z (Y > vi Onaa w_ O (r o w� O aloe 0 4 (7 N z w _ti O Z 0 J O a Z LL m r. (Zy1 "'� O (D (OD o (7 U U d ®' Z or- p ~ W a 0M0 In > " r Q u) O Z Z 0 = 0 N O rn m ® N W F (� Z W X )aa45 U) O W m U Q Q Q U) ap)J rosap saua5 tvY LYNNi.,, No.58705 •� SO 'ONAL 1et" A LYNN MILLER, P.E. REA 58705 INSTALLATION DETAILS FOR FLANGE FRAMES ANCHOREDTHROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET TIP TO TIP HEIGHT FIXED VISIBLE LIGHT HEIGHT EXTERIOR a 1" WEEP NOTCH AT EACH END SASH VISIBLE LIGHT HEIGHT EMBED- I MENT EDGE e Ji_•!_ DISTANCE 1/4' MAX SHIM 1 SEETABLE ° NOTE I FOR 18 HEAD TYPE TYP.ANCHORTYPE, EMBEDMENTANO EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. 46 13 USE EITHER 1 SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS OPTIONAL HI -RISE SILL SHOWN. SEE SHEET 10 FOR STANDARD SILL. 1/4" MAX. - P HIM NO ANCHORS , ° • •� ; REQUIRED IN , FLANGE OR " EQUAL -LEG FRAME SILLS - VERTICAL SECTION B-B INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETFJCMU. - EMBEDMENT 1/4" MAX SHIM n (� FIXED VISIBLE I LIGHTWIDTH INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE(CMU. SEE NOTE 2, THIS SHEET. 1/4' MAX SHIM --►i SASH VISIBLE 17 LIGHT WIDTH 31 \-�OR 5B I TIP TO TIP WIDTH EXTERIOR HORIZONTAL SECTION A -A C7 11//4�TMAX. SHIM DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE B. INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL Anchor Substrate Mn. Edge Distance Mn. Embedment P.T. Southern Pine (S(=0.55) 9/16" 1-3/8" #12 Steel, Aluminum, 6063-T5 min. 3/8" 0.063" 18-8 or 410 SS Screw A36 Steel 3/8" 0.063" Steel Stud, Gr. 33 min. 3/8" 0.045" (18 Ga) — Concrete (min. 3.35 ksi) 1" 1-W4" 'IM' 410 SS Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" CreteFlex P.T. Southern Pine (Srr0.55) 1" 1-3/8" Concrete (min. 2.85 ksi) 1" 1-3/8" 1/4" Steel Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" Uttracon P.T. Southern Pine (SG=0.55) 1" 1-3I8" A) MIN. OF 3 THREADS BEYOND THE ME UAL 3U831 HAIE. B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PANIHEXIFLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C)'UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. NOTES EMBEDMENT a ° EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 8. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL: SEE SHEET 10 FOR STANDARD SILL) WIDTH @ SASH & FIXED LITE: TIP TO TIP WIDTH -5.12" HEIGHT (EQUAL-LITE) TIP TO TIP HEIGHT/2 - 3.73" HEIGHT IPROVIEEW @FIXED LITE: TIP TO TIP HEIGHT2 + 3.78" @SASH: TIP TO TIP HEIGHT2-11.93" HEIGHT (CUSTOM SASH) @FIXED LITE: TIP TO TIP HEIGHT- SASH HEIGHT- 3.55" @SASH: SASH HEIGHT -4.60" 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 8. ALL WOOD BUCKS LESS THAN 1-12"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. � W z (jtj of w o O on m� O ��, � 2 U) O m a m Z IL m rs LU W = W sS? WJ z u.«o p �N 9M0 n; as Z Z z 7 = cli ILL O � ® N W J Z O rc 0 H Z_ U J-45 U) 7 K O0 Z W oQ o ~ 2 O C9 Z g m = f/) ¢ aprl --o saua5 \, I11unl/I, •�� •' LIGENSF ���� �: No. 58705 �O�'. ATE OF �([/- %��ss•°roRloP..•�G��� AL I�``�� A LYNN MILLER, P.E. P.E.# 58705 •Anchor Quantities Required for "Through -Frame" Installation usino Glass Ty s 4-8 Tip to Tip Nldth 18" 25' 33' 3T' 41" 45" 491 1l Jamb rc rr Jamb ¢¢ xxx�5 Jamb Jamb F m Jamb Jamb i xgg_6 6 xfor m Jamb Jamb m 2DescdpUon $ w m Bottom Sash Given Range Sash HeteyRange 6n) a Q m 2 m 24" Equa 44. 12.464 1 2 1 1 2 1 1 2 1 1 212 1 2 2 1 2 2 1 2 2 1 2 2 Equa14fle 15.964 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 31" Standard Prodew 12994-15.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 Shortest IZ464-12993 2 2 1 2 21 1 1 2 2 1 2 2 2 2 2 2 2 2 2 21 2 2 2 2 2 Equalbite 19.652 2 2 1 2 21 1 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 Standard PrWm 15.944-19.651 2 2 1 2 2 1 2 2 2 2'2 2 2 2 2 2 2 2 2 2 2 2 2 2 38-3W Custom Size 15.131-15.943 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Custom Size 14.131-15.130 2 2 1 2 21 1 2 2 2 2 2 2 2 2 2 2 2 2 21 2 2 2 2 3 Shortest IZ464-14.130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 Equalaile 22.964 2 2 1 2 21 1 2 2 2 2 21 2 2 3 2 2 3 2121 3 2 2 3 2 Custom Size 20.131- 229 33 2 21 1 2 21 1 2 2 2 2 21 2 2 3 2 2 3 2 2 3 2 2 3 2 Standard ProJew 18.594 - 20.130 2 21 1 21 21 1 2 2 2 2 2 2 2 2 2 2 2 2121 3 3 2 3 3 45" CustomSae 16.131 - 18.593 2 21 1. 21 21 1 2 2 2 2 21 2 2 2 2 2 2 2 21 2 3 2 2 3 Custom Sae 15.131-16.130 2 21 1 21 21 1 2 2 2 2 21 2 2 2 2 2 2 2 312 3 3 2 3 Custom Sae 14.131-15.130 2 21 1 21 21 1 2 2 2 2 21 2 2 21 2 3 2 2 3 2 3 3 2 3 Shortest1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 Equal-lite4 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2Custom Sae 24.963 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Standard Proiew22130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 2 3 3 49' Custom Size V12.464-14.130 20.193 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 3 3 2 3 3 3 2 3 3 Custom Sae 18.130 3 2 1 3 2 1 3 .2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 Custom Sae 16.130 3 2� 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 Skxtest 14.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 Equal -fit a 25.777 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 x Custom Sae 24.131 - 25.776 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 212 3 2 e Standard Prouew 20.844 - 24.130 2 2 1 2 2 1 2 2 -2 2 2 2 2 3 2 2 3 2 2 3 212 3 2 F8, Custom Sae 20.131 - 20.843 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 2 3 3 Custom Sae 18.131-20.130 3 2 1 3 2 1 3 2 2 3- 2 2 3 2 2 3 2 3 3 3 3 3 2 3 Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 Custom Sae 14.131-16.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 Shortest 12.484-14.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 Equai4ite 31.964 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 2 Custom Sae 28.131-31.963 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 Standard PrWew 25.794-28A30 3 2 1 3 2 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 3 Custom Sae 24.131 - 25.793 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 3 3 3 63' Custom Sae 22131-24.130 3 2 1 3 2 1 3 2 2 3 2 2 3 3 2 3 3 3 3 3 3 3 3 3 Custom Size 20.131 -22130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 4 3 3 3 3 3 3 2 3 Custom Sae 18.131 - 20.130 3 2 1 3 2 1 3 2 2 3 2 2 4 2 2 4 2 3 4 2 3 3 2 3 Custom Sae 16.131 - 18.130 3 2 1 3 2 1 3 2 2 4 2 2 4 2 2 4 2 3 4 2 3 4 2 3 Shortest 13.194- - 16.130 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 4 2 3 Equal-18e 38.464 .3 3 1 3 3 1 3 3 2 3 4 2 3 4 2 3 4 2 -3 4 2 3 3 2 Custom Size 36.131 - 38.463 3 3 1 3 3 1 3 3 2 3 4 2 3 4 2 3 4 2 3 4 2 3 3 2 Custom Sae 34.131 - 36.130 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 2 3 3 2 3 3 2 7V Standard Proaew 3D.994-34.130 3 3 1 3 3 1 3 3 2 3 3 2 4 4 2 3 3 2 3 3 2 3 3 2 Custom Sae 30.131 a 30.993 3 3 1 3 3 1 3 3 2 3 3 2 4 3 2 4 3 2 3 3 2 3 3 3 Custom Sae 28.131- 30.130 3 3 1 3 3 1 3 3 2 4 3 2 4 3 2 4 3 2 3 3 3 3 3 3 Shortest 26.194• - 28.130 4 2 1 4 2 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 4 3 3 Equalbi[e 42.464 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 84" Custom Sae 38.131 - 42.463 3 4 1 3 4 1 3 4 2 3 4 2 4 4 2 3 4 2 3 4 2 3 4 •2 Standard Pnniew 34.194'-38.136 4 3 1 4 3 1 4 3 2 4 4 2 4 4 2 4 4 2 4 4 2 4 3 2 • MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT- 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT- 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT- 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806 TARI F 7h- Glass Type Description (Listed from Exterior to Interior) 4 1 16' Annealed Cap. Airspace. 1 Anneal 5 1/8"TMpered 6 13116" IG: US* Tempered Cap, Airspace, 1/6" Tempered 7 3116" Tempered 8 13/16" IG: 3116" Tempered Cap, Airspace, Xlfi" Tempered 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1' FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. c4 a0 Y W i � w o to } to c alo0 O OJ a ¢ to O Z OJT Z L- m m 'o W o to 0 S Li U U o 61 Z J a •eo r ~ W co v Q 9M0 Z m Z (� � W J m F N s- a x r ® m J } F- # 0 H Z Z laay8 to 7 O Z O o ID O JU Z 2 (/7 Q Q aR1J 'asap saua5 N \CEN NM�� * No.58705 WSTE 0 -D S G 'ONAL \EC������ A LYNN MILLER, RE P.E.0 58705 Anchor Quantities Required for "Through -Frame" Installation u inn Glass Types 1-3 Tip to Tip Width 18• 25' 1 37 1 37' 1 41° 1 45" 1 49' Jamb K K ¢ m Jamb K K '¢ m Jamb K R ¢ m Jamb •di K K m Jamb .Iamb a K Ki m Jamb LL Bottom Sash Description for Given Range Sash Height Rarge(in) K K or 24' Equal-lite 12.464 1 121 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 31• Equal-lile Standard Pr iew 15.954 12.994-15.963 1 2 2 2 1 1, 1 2 2 1 2 1 1 2 2 2 1 1 1 2 2 2 2 2 1 12121 2 1 2 1 21 2 2 2 2 2 1 2 2 2 2 1 3 2 2 2 2 2 Shortest 12.464 • 12993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Egpal-lite Standard Pacrim 19.652 15.944-19.651 2 2 2 2 1 2 1 2 2 1 2 1 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 38-3/9• Custom Size 15.131-15.943 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 14.131 -IS 130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Shortest 12.464-14.130 2 21 1 2 2 1 2 2 2 2 2 2 77 2 2 2 12 21212 2 2 2 EquaHite 22.964 2 2 1 1 2 21 1 2 2 2 2 2 2 2 2 2 2 2 1 2 21212 2 2 2 Custom Size Standard Prover 20.131 - 22963 18.594-20.130 2 21 2 21 1 2 1 2 21 1 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 21 2121212 2 1 212 1 2 2 2 2 21 2 2 2 45' Custom Size 16.131-18.593 2 21 1 2 21 1 2 211 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 15.131-16.130 2 21 1 2121 1 2 2 1 2 21 2 2 2 2 2 2 212 2 2 2 2 2 Custom Size 14.131-15.130 2 4 1 2 2 1 2 2 1 2 2 2 2. 2 2 2 2 2 2 2 2 2 2 2 Shortest 12.464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 213 2 2 3 2 2 Equal4ite 24.964 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size Standard Prowev 22.131 - 24.963 20.194-22130 2 2 2 2 1 2 1 2 2 1 2 1 3 2 2 2 2 2 1 212 2 2 2 2 2 2 2 2 2 2 2 2 212 2 212 2 2 2 2 2 2 2 2 2 2 49" Custom Size 18.131 - 20.193 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 213 212 3 2 2 Custom Size 14.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 213 1212 3 2 2 Shortest 12.464-14.130 3 2 1 3 2 1 3 2 1 312 2 3 2 2 3 2 213 1212 3 2 2 .m Equal -Re 25.777 2 2 1 2 2 1 2 2 2 212 2 2 2 2 212 2 2 2 2 2 2 2 = F Custom Size Standard Prmiev 24.131 •26776 20.844-24.130 2 2 2 2 1 2 1 2 2 1 2 1 2 2 2 2 2 2121 1 2 2 2 2 2 2 2 2 2 2121 2 2 212 2 2 212 2 2 2 2 2 2 2 2 2 _n 50-5/8' -Custom Size 20.131- 20.843 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ~ Custom Size 18.131 - 20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 213 2 2 3 2 2 Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 14.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 213 212 3 2 2 Shortest 12464. 14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 213 2 2 3 Equal-lite 31.964 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 31212 311 Custom Size Standard PmAm 28.131-31.963 25.794 - 28.130 3 3 3 2 1 3 1 3 3 1 2 1 3 3 3 2 1 3 1 3 3 2 2 2 3 3 3 2 2 3 2 3 3 213 2 2 3 3 2 2 3 FT Custom Size 24.131-25.793 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 22131-24.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 20.131 - 22130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 23 2 2 Custom Size 18.131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 16.131-18.130 3 2 1 3 2 1 3. 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Shortest 13.194•-16.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 214 2 2 4 2 2 4 2 2 Equal-lite 38.464 3 3 1 3. 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Custom Size 36.131- 38.463 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 213 3 2 3 3 2 76" Custom Size Stardard Prataw 34.131 - 36.130 30.994-34.130 3 3 3 3 1 3 1 3 3 1 3 1 3 3 3 3 1 3 1 3 3 2 3 2 3 3 3 3 2 3 2 3 3 1 213 3 2 3 3 3 2 3 2 3 3 2 3 2 Custom Size 30.131 - 30.993 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Custom Size 28.131 - 30.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2ft32 3 2 Shortest 26.194•-28.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 2 2 Equal4il 424S4 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 4 2 84°ustomSize 38.131.42463 3 4 1 3 4 1 3 4 13 4 2 3 4 2 3 4 2 4 2 Sta3 1 4 3 1 4 3 2 4 3 2 4 3 2 3 2 I]' TARI P Ah- Glass Type Description (Listed Tram Exteriorto Interior) 1^ 118-Annealed 2 13116" IG: 118' Annealed Cap. Airspace, 1/8" Annealed 3 3/16' Annealed •• TIP TO TIP SIZE FOR WINDOW USING GLASS TYPE 1 IS LIMITED TO 53-1/8• X 76'. • GLASS TYPE 1: MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT- 37.536 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 36.536 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT- 37.951 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT- 36.951 • GLASS TYPE 2 S 3: MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT- 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT- 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT- 48.806 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1' FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINETHE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. d m Y W E > O w 0 N z Ix N O Z n n m� W O =L o'm U U a ®� Z J fie u., � T �� Q 0M0 W n > o Z U) Z W 0] N LL O ® � 2 J (O # Z Z Za Iaa4S LL C O O Z it O C3 ID O 2 = JU ¢ Z Q 1n .1ki 'asap saves 1`7\11111111//// aNvLYNIV QC�r I,ICENs�'., llF No. 58705 ,0;kN*'-. S "A.(FZ 11j z / 01VAL0,NG`�` A LYNN MILLER, P.E. P.E.# 58705 TABLE 5' 118" TEMPERED GLASS 30 26 12" NOM. GLASS BITE EXTERIOR a 74 34 GLASS TYPE 5 - 13/16" IT GLASS STACK I GLASS STACK AIRSPACE 1l8" TEMPERED GLASS 31 74 OR 5B 12" NOM. EXTERIOR GLASS BITE a 70-73 OR SB GLASS TYPE 6 3f16"TEMPERED ' GLASS 30 I 112" NOM. GLASS BITE EXTERIOR a 74 34 GLASS TYPE 7 GLASS STACK GLAS 13116" STA AIRSPACE 3116" TEMPERED GLASS 31 74 " NOM. SS BITE EXTERIOR 5®OR 5B*GLASS 70-73 $5 R 5B TYPE 8 THE WINDOW SIZE. Bottom Sash Design Pressure • MINIMUM SASH HEIGHT MINIMUM SASH HEIGHT MINIMUM SASH HEIGHT MINIMUM SASH HEIGHT 1) TIP TO TIP DIMENSIONS 2) FOR SIZES NOT SHOWN, 3) FOR RADIUS TOP WINDOWS, 4) WINDOWS WITH THE LOW FOR FLANGED FOR INTEGRAL FOR FLANGED, FOR INTEGRAL SHOWN. FOR INTEGRAL ROUND UP TO FIND THE SILL OPTION WINDOWS FIN AND RADIUS FIN AND THE NEXT SMALLEST ARE LIMITED IS: TIP EQUAL TOP WINDOWS EQUAL FIN AND AVAILABLE WINDOW TO TO TIP LEG WINDOWS LEG, RADIUS EQUAL SIZE A MAXIMUM HEIGHT- IS: TIP TOP -LEG SIZE. IN THE 49.391 IS: BUCK TO TIP WINDOWS WINDOWS, ' TABLE POSITIVE HEIGHT- HEIGHT SUBTRACT ABOVE DESIGN 48.391 - 49.806 IS: BUCK WHICH PRESSURE HEIGHT- 1" FROM THE 48.806 THE RADIUS OF+65 PSF. TIP TO TOP WINDOW NEGATIVE TIP DIMENSION WILL COMPLETELY DESIGN IN THE PRESSURES TABLE TO FIT ARE DETERMINE WITHIN. UNAFFECTED. Descd Bon P for Given Range Sash Height Range (in) (Ibsflfx) for Glass Types 5� Tip to Tip Width 33° 37" 41° 45" 49" 53-1/8" 24" Equal -life 12464 +80.0 -13D.0 +g0.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.p +8D.0 -130.0 +80.0 -130.0 +8. - Equal4Re 15.9fi4 +Bp.O -130.0 +80.0 -130.0 +80.0 -130.0 a80.0 -130.0 +BD.D -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 31" Slandanl Proview 12994--15.963 +B0.0 -130.0 +B0.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +g0.0 -130.0 +BD.O -13D.0 Shortest 12.464-12.993 +B0.0 -130.0 +g0.0 -730.0 +g0.0 -130.0 +00.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 *80.0 -130.0 Equal4ite 19.652 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +B0.0 -130.0 +g0.0 -130.0 +80.0 -130.0 +g0.0 •130.0 Standard Pmviex 15.944 - 19.851 +80.0 -130.0 +80.0 -130.0 *80.0 -130.0 *8D.0 -130.0 *B0.0 -130.D +gp,0 -130.0 +80.0 -122D +BD.O -112.0 38-3/8° Custom Size 15,131 - 15.943 +B0.0 -130.0 +80.0 -130.0 +gp.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 Custom Size 14.131 - 15.130 +00.0 -130.0 +80.0 -130.0 +80.0 -130.0 +00.0 -130.0 *80.0 -130.0 +g0.0 -130.0 +80.0 -130.0 +BD.O -130.0 Shortest 12.464-14.130 +80.0 -130.0 *g0.0 -130.0 +80.0 -13D.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.D *80.0 -130.0 Equal4Re 22984 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 r80.0 -130.0 +BD.O -117.7 Custom Size 20.131-22.963 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +gp,0 •125.3 +BD.O -112.5 Stallard Proview 18.594-20.130 +80:0 -130.0 +80.0 -130.0 +80.0 -130.0 +Bp,O -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -129.1 +80.0 -116.0 45" Custom Size 16.131-18.593 +80.0 -130.0 +g0.0 -130.0 +80.0 -130.0 +g0.0 -130.0 +80.0 -130.0 +BD.O -130.0 +80.0 -12fi.0 *80.0 -113.7 Custom Size 15.131-16.130 +80.0 -130.p +B0.0 -130.0 +60.0 -130.0 +B0.0 -130.0 +BD,O -130.0 +80.0 -130.0 +80.0 -130.0 +g0.0 -118.6 Custom S¢e 14.731-15.130 +80.0 -130.D +Bp.O -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +B0.0 -130.0 +80.0 -130.0 +80.0 -119.5 Shortest 12464-14.130 +80.0 -130.0 +B0.0 -130.0 +80.0 -130.0 +g0.0 -130.0 +80.0 -130.0 +B0.0 -130.0 +80.0 -130.p +80.0 -119.7 Equal -life 24.964 +80.0 -130,0 +8p.0 -130.0 +gp,0 -130.0 +B0.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -123.3 +80.0 -110.6 Custom Size Standard Purview 22131-24.963 20.194 -22130 +80.0 +80.0 -130.0 -130.0 +B0.0 +80.0 -130.0 -130.0 +80.0 +80.0 -130.0 -t30.0 +80.0 +80.0 -130.0 -130.0 +8p.0 +BO.D -130.0 -13D.0 +BD.O +80.0 -730.0 -130.0 +BO.p +80.0 -118.7 -121.3 +80.0 +80.0 -106.3 -108.6 _ 49' Custom Size 18.131-20-193 +80.0 -130A +B0.0 •130.0 +80.0 -13g.0 +80.0 -130.0 +80.0 -1317.0 +BD.O -130.0 +BO.D -120.8 +80.0 -108.1 Custom Size t6.131 - 18.13D +B0.0 -130.0 +80.0 -130.0 +B0.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -123.5 +80.0 -110.3 Custom Size ,. 14.131-16.13D +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +g0.0 -130.0 +80.0 -130.0 +80.0 -130.0 +BO.D -125.8 +80.0 -112.1 Shortest 12.464- 14.130 +80.0 -13D.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -129.2 +80.0 -114.9 - Equalaite 25.777 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0. +B0.0 -130.0 +80.0 -130.0 +80.0 -130.0 +Bp.O -120.6 +80.0 -f08.1 n o Custom Size Standard Purview 24.131 - 25.776 20.844-24.130 +80.0 +g0.0 -130.0 -13D.0 +BO.D +gp.0 -130.0 -130.0 +80.0 *80.0 -130.0 --130.0 +g0.0 +80.0 -130.0 -130.0 +BD.O +80.0 -130.0 -130.0 +80.0 +80.0 -130.0 -130.0 +80.0 +B0.0 -118.1 --116.7 +80.0 +80.0 -105.7 -704.3 F54518" Custom Size 20.131-20.843 +80.0 -130.0 +80.D -130.0 +80.0 -130.0 +80.D -130.0 +80.0 -13D.0 +g0.0 -130.0 +BD.O -120.1 +80.0 -107.4 Custom Size 18.131 - 20.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -119.8 +80.0 -107.0 Custom Size t8.131-18.130 +g0.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -121.7 +80.0 -108.5 Custom Size 14.131-16.130 +BO.D -130.0 +80.0 -130.0 +80.0 -130.0 +g0.0 -130.0 +80.0 -130.0 +g0.0 -130.0 +B0.0 -724.2 +80.0 -710.5 Shortest 12464-14.130 +00.0 -130.0 +g0.0 -130.0 +g0.0 -130.0 +80.0 -130.0 +g0.0 -130.0 +80.0 -130.0 +80.0 -127.8 +80. Equal-I8e 31.964 +g0.0 -130.0 +80.0 F. -130.0 +SD.O -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -120.6 +80.0 -105. +76.2 -93.8 Custom Size 28.131 - 31.963 +8p.p -130.0 +80.0 -130.0 +80.0 -130.0 +BO.D -130.0 -+80.0 •130.0 +8p.0 -117.5 +80.0 -1026 - StaMard Proview 25.794 - 28.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -119.8 +80.0 -104.6 +75.2 -92.6 Custom Size 24.131 - 25.793 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +BD.O -130.0 +80.0 -130.0 *80.0 -121.8 +80.0 -106.3 +78.4 -94.0 63" Custom Size 22131 - 24.130 r80.0 -130.0 -130.0 +8p.0 -130.0 +BD.O -130.0 +80.0 -130.0 +80.0 -123.3 +80.0 -107.4 +77.0 -94.8 Custom Size 20.131 •22.t30 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +BD.O -130.0 +80.0 -130.0 +80.0 -126.0 +80.0 -109.4 +78.3 -96.3 Custom Size 18.131-20.130 +80.0 -13D.0 +80.0, -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -129.4 +80.0 -1120 +7g.9 -98.3 Custom Size 16.131 - 18.130 +g0.0 -130.0 +B0.0 -130.0 +80.0 -130.0 +g0.0 -130.D +00.0 -130.0 +80.0 -130.0 +80.0 -115.1 +80.0 -100.7 StaRest 13.194•-16.13D +80.0 -13D.0 +B0.0 -130.0 +g0.0 -130.0 +80.0 -130.0 +g0.0 -130:0 +g0.0 -129.2 +80.0 -118.8 +80.0 -103.5 Equa4lile 38.464 +B0.0 -130.0 +B0.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -112.5 +78.9 -97.1 +69.1 415.1 Custom Size 36.131-30.463 +g0.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -111.7 +70.1 -9fi.1 +fi82 -84.0 Custom Size 34.137 •36.130 +B0.0 -130.0 +B0.0 -13D.0 +8p,0 -130.0 +g0.0 -730.0 +g0.0 -130.0 +80.0 -112.7 +78.4 -96.5 +68.5 -84.4 76' Standard Purview 30.994 - 34.130 +80.0 -130.0 +00.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -113.0 +7g,7 -96.9 +68.7 4i4.5 Custom Size 30.131 - 30.993 +80.D -130.0 +80.p -130.0 +8p.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -115:2 +80.0 -99.0 +70.2 -86.4 Custom Size 28.131-30.130 +80.0 -130.0 +80.D -130.0 +80.0 -13D.0 +80.0 -130.0 +BO.D -130.0 +80.0 -115.9 *BD.O -99.5 +70.4 -e6.6 Shortest 26.194•-2g.130 +80.0 -730.0 +80.0 -130.0 +80.0 -130.0 +80.D -130.0 +80.0 -130.0 +80.0 -117.9 +80.0 -101.3 +71.5 -88.0 EqusFli[e 42.464 *80.0 -130.0 +80.0' -130.0 +gp,0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -110.4 +76.5 -94.2 +66.5 -87.8 84" Custom Size 38.131-42.463 +80.0 -130.0 +80.0 -130.0 *80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -110.1 +75.8 -93.3 +65.5 -80.8 Standard Purview 34.194' - 38.130 r00.0 -130.0 +80.0 -130.0 +80.0 -130.D *80.0 -130.0 +80.0 -130.0 +80.0 -111.1 +76.8 -94.5 +fi6.3. -B1.fijb ��..• �ICENSF'•, ��� �• i No. 58705 �� •. S A7E F A LYNN MILLER, P.E. P.E.# 58705 TABLE Bottom sash Description tcv Gi�erl Range Sash Height Range (1.) Design Pressure (IbsV) for Glass Type 4 Tip to Tip Width 18' 25' 33' - 3T 41' 45' 49' 24" Equal-lite 12.464 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.6 Equal-lite 15.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 ♦80.0 -130.0 +80.0 -130.0 31" Standard PmJew 12,994-15.963 +80.0 -130.0 +80.0 -130.0 +90.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 .130.0 +80.0 -130.0 Shortest 1 12464-12.993 +60.0 -130.0 +80.0 -130.0 +80.0 -13D.0 +80.0 -13QD +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 lite 19.652 _+80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.D rWew 15.944-19.651 +80.0 -130.0 +80.0 A30.0 +80.0 -130.0 +80.0 -130.0 +80.0 A30.0 +110.0 -130.0 +8D.D -1220 +80.0 -1120 383IB'Size 15.131-15.943 +80.0 -130.0 +80.0 -130.0 +80.0 -13D.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.6 Size 14.131-15.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -129.6 st HCEqual-lite 12464-14.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +00.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 .130.0 +80.0 -124.0 ite 22-964 +80.0 -130.0 +80.0 -130.0 +80.0 -13D.0 +80.0 -130.0 +80.0- -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -117.7 Size rmiew 20.t31 .22963 18.594-211.13g +80.0 +80.0 -130.0 -130.0 +80.0 +80.0 -130.0 -130.0 +90.0 +60.0 -130.0 -130.0 +60.0 +B0.0 -130.0 -130.0 +80.0 +80.0 -130.0 -130.0 +80.0 +BO.0 -130.0 -130.0 +80.0 +80.0 -12&3 -129A +80.0 +80.0 -1125 -116.0 45' Size 16.131-18.593 +80.0 -130.0 +80.0 -130.0 +90.0 -130.0 ♦80.0 430.0 +80.0 -130.0 +80.0 -130.0 +80.0 -126.0 +80.0 -1125 Custom Size 15.131 - 16.130 +80.0 -130.0 +80.0 -130.0 +80.0 430.0 +80.0 .130.0 +80.0 -130.0 +80.0 -130.0 +BO.O -127.4 +80.0 -110.7 Custon Size '14.131-15.130 +80.0 -130.0 +80.0 -130.0 +80.0 .130.0 +80.0 430.0 +80.0 -130.0 +80.0 -130.0 +60.0 -125.5 +80.0 -109.1 Shortest 12.464- 14.130 +80.0 .130.0 +80.0 -130.0 +80.0 -130.0 +80.0 430.0 +60.0 -130.0 +80.0 -130.0 +60.0 -121.9 +80.0 -107.3 Equal-lite 24.954 +80.0 .130.0 1 +80.0 1 -130.0 +80.0 j -130.0 1 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -123.3 +80.0 -110.6 Custom Size 22A31-24.963 +80.0 -130.0 +80.0 .130.0 +80.0 1 .130.0 +80.0 -130.0 +80.0 -130.0 +8D.0 -130.0 +80.0 -118.7 +80.0 -106.3 Standard PmJew 20A94 - 22.130 +80.0 -130.0 +80.0 .130.0 +80.0 -130.0 +80.0 .130.0 +80.D -130.0 +80.0 -130.0 +BO.0 -121.3 +80.0 -108.6 49' Custom Size 18.131 - 20.193 +80.0 -130.0 +80.0 -130.0 +810 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -120.8 +80.0 -108.1 Custom Size 16.131 - 18.130 +80.0 -130.0 +80.0 A30.0 +80.0 .130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -121.9 +80.0 -107.3 Custom Size 14.131-16.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 .130.0 +80.0 4XI) +80.0 430.0 +80.0 -118.4 +80.0 -105.7 .. Shortest 12.464-14.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +BD.O -130.0 +80.0 -130.0 +80.0 -128.9 +80.0 -115.6 +80.0 .103.7 m Eque-lite 25.777 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 .130.0 +00.0 -130.0 +80.0 -130.0 +80.0 -120.6 +80.0 -10&1 n - Custom Size Standard PmJew 24.131- 25.776 20.844-24.130 +80.0 +80.0 -130.0 -130.0 +80.0 +8&0 -130.0 -130.0 +80.0 +80.0 -130.0 -130.0 +00.0 +60.0 -130.0 .130.0 +60.0 +80.0 -130.0 -130.0 +80.0 +80.0 -13D.0 -130.0 +80.0 +80.0 -118.1 -116.7 +80.0 +80.0 -105.7 -104.3 y Custom Size 20A31 - 20.843 +80.0 -130.0 +S0.0 -130.0 +80.0 -130.0 +80.0 -13D.0 +80.0 -130.0 +80.0 -130.0 +80.0 -120.1 +90.0 -107.4 ~ 50-518' Custom Size 18.131 - 20.130 +80-0 A30.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 .130.0 +80.0 -119.8 +80.0 -107.0 Custom Size 16.131 - 18.130 +B0.0 -130.0 +60.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -118.4 +80.0 -105.7 Custom Size 14,131-16.130 +80.0 -130.0 +90.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -126.9 +80.0 -115.6 +80.0 -103.7 Shortest 12.464-14.130 +80.D -130.0 +60.0 -130.0 +80.0 -130.0 +90.0 -130.0 +80.0 -130.0 +80.0 .124.7 +80.0 -114.3 - Equal-lite 31.964 +80.0 -130.0 +BUO -130.0 +80.0 -130.0 +90.0 -130.0 +80.0 -130.0 +80.0 -120.6 +B0.0 -105 Custom Size 28.131-31.963 +80.0 -130.0 +BQO -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -117.5 +90.0 -102.6 Standard ProJew 25.794 - 28.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 430.0 +80.0 -130.0 +80.0 -119.8 +80.0 -104.6 +75.2 -926 Custom Size 24.131-25.793 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 .121.8 +80.0 -106.3 +76.4 -94.0 Custom Size 22.131-24.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -128.5 +80.0 A18.6 +B0.0 -107.4 +77.0 -94.8 Custm Size 20.131 -22.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -122.8 +80.0 -1141.8 +80.0 -108.0 +78.3 -963 Custom Size 18.131.2OA30 +80.0 -13D.0 +80.0 -130.0 +80.0 -130.0 +80.0 .125.1 +80.0 -117.2 +80.0 A10.0 +80.0 -103.1 +79.9 •-93.8 Custm Size 16.131 - 18.130 +80.0 -130.0 +80.0 -130.0 +80.0 ,125.5 +80.0 -118.4 +80.0 -112.1 +80.0 -106.0 +80.0 .100.3 +80.0 -91.4 Shortest 13.194•-16.130 +80.0 -130.0 +80.0 .130.0 +80.0 A14.7 +80.0 -110.0 +80.0 -106.0 +80.0 -100.6 +80.0 -94.1 +80.0 -87.8 Equal-lite 38.464 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 .112.5 +78.9 -97.1F -85.1 Custom Size 36.131 - 38.463 +80.0 -130.0 +8D,0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 .130.0 +80.0 -111.7 +78.1 .96.1 -84.0 Custom Size 34.131 - X130 +80.0 -130-0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +90.0 -125.6 +80.0 -112.1 +78.4 -96.5 -84.4 76' Standard Pro i 30.994 - 34.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -125.1 +80.0 -117.2 +80.0 -110.0 +78.7 -96.9 -84.5 Custom Size 30.131 - 30.993 +80.0 -130.0 +80.0 -130.0 +80.0 .128.9 +80.0 -121.9 +80.0 -114.5 +80.0 -108.0 +80.0 -99.0 -86.Custom Size 28.131- 30.130 +80.0 -130.0 +80.0 -130.0 +80.0 -122.0 +80.0 -1162 +80.0 -110.6 +80.0 -104.2 +80.0 -98.1 -86.6 Shortest 26.194'-28.130 +80.0 -130.0 +B0.0 -130.D +80.0 -114.7 +80.0 -110.0 +80.0 -106.0 +80.0 -100.6 +80.0 -94.1 -87.8 Equal-lite 42.464 +80.0-130.0+80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +60.0 -12.5.6 +80.0 -110.4 +76.5A -81.8 84" Custom Size 38.131 -42463 +80.0 -130.0 +8ao -130.0 +80.0 -128.9 +80.0 -121.9 +80.0 -114.5 +80.0 -108.0 +75.8 b3.3 +65.5 -80.6 Standard Protiew 34.194'-38.130 +80.0 -130.0 +80.0 -130.0 +80.0 .114.7 +80.0 -110.0 +80.0 -106.0 +80.0 -100.6 +76.8 -94.1 +66.3 -81.6 • MINIMUM SASH HEIGH 11•UH FLANULU 11VINUUVVb lb: I lr I U I Ir?`IWln I -aa I MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT-48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT- 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT-48.806 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1' FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE, SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. {.� 13/16" NOM. GLASS STACK 6"ANNEALED 5YOR 58 12' NOM. GLASS BRE EXTERIOR a GLASS TYPE 4 W o R o to U C'4 z m eloD �j to Z p J O aN Z IL o W O (nO [! = tt1 s 0().6 e v e uxo l-- W Z O Z cli O r� 2 sr ® W (7 Z IaagS 4 = w O 0 K Z m Q m 1, O J d W Q 0 11111111111 ri77 No.58705 •� r ^-D Q'� ��0�'.• S A �F 701VAL 1E�.�. A LYNN MILLER, P.E. P.E.# 58705 TABLE 3: 13116" NOM. GLASS STACK AIRSPACE 1I8" ANNEALED GLASS 31 74 5®OR 5B 1/2"NOM. EXTERIOR GLASS BITE a 70-73 35 R 5B GLASS TYPE 2 3l16" ANNEALED GLASS 30 26 1/2" S M. BIT GLASS BITE EXTERIOR 74 34 GLASS TYPE 3 THE WINDOW SIZE. Bottom Sash Design Pressure • MINIMUM SASH HEIGHT FOR FLANGED MINIMUM SASH HEIGHT FOR INTEGRAL MINIMUM SASH HEIGHT FOR FLANGED, MINIMUM SASH HEIGHT FOR INTEGRAL 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL 2) FOR SIZES NOT SHOWN, ROUND UP TO 3) FOR RADIUS TOP WINDOWS, FIND THE 4) WINDOWS WITH THE LOW SILL OPTION WINDOWS FIN AND RADIUS FIN AND THE NEXT SMALLEST ARE LIMITED IS: TIP EQUAL TOP WINDOWS EQUAL FIN AND AVAILABLE WINDOW TO TO TIP LEG WINDOWS LEG, RADIUS EQUAL SIZE A MAXIMUM HEIGHT IS: TIP -LEG SIZE. IN THE -49.391 IS: BUCK TO TIP TOP WINDOWS WINDOWS, TABLE POSITIVE HEIGHT- HEIGHT- SUBTRACT ABOVE DESIGN 48.391 49.806 IS: BUCK WHICH PRESSURE HEIGHT I - FROM THE - 48.806 THE RADIUS OF+65 TIP TO TOP WINDOW PSF. NEGATIVE TIP DIMENSION WILL COMPLETELY DESIGN IN THE PRESSURES TABLE FIT TO DETERMINE WITHIN. ARE UNAFFECTED. Description for Given Range Sash Height Range (in) (Ibsfftz) for Glass Types 2 & 3 Tip W Tip Width 18" 25" 33' 3T' - 41" 45° 49" 53-i/B" 24° EquaHite 12.464 +B0.0 -130.0 +80.0 -130.0 +g0.0 -130.0 +B0.0 -130.0 +80.0 -130.0 +80.0 •130.0 -130.0 +80.0 -124.B 31' Equal -life Standard Prodew 15.964 12.994-15.963 +80.0 +80.0 -130.0 -130.0 +80.0 +g0.0 -130.0 -130.0 +80.0 +g0.p -130.0 -130.0 +80.0 +80.0 -130.0 -130.0 +g0.0 *80.0 -130.0 -120.1 +80.0 +fi0.0 -121.6 -109.3 -109.6 -1026 +80.0 +80.0 -99.5 -93.0 Shortest 12484 - 72993 +80:0 -130.0 +80.0 -130.0 *80.0 -130.0 +80.0 -130.0 +B0.0 -113.8 +B0.0 -103.0 -94.3 +8D.0 68.4 Equal -life 19.652 +80.D -130.0 +8I1.0 -130.0 +80.0 -130.0 +BD.O -130.0 +80.0 -113.8 +80.0 -1D28 F+76.8 -92.2 +80.0 63.3 Standard Protiew 15.944-19.651 «BD.D -130.0 +80.0 -130.0 +g0.0 -130.0 +80.0 -125.0 +eD.D -t08.4 +80.0 -94.D -64.2 '+73.g -73.8 38318" Custom Size 15.131-15.943 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +gp.0 -714.D +80.0 -101.0 +80.0 -9D.6 61.6 +720 -72.D Custom Size 14.131 - 15.13D r80.0 -130.0 +80.0 -130.0 `+80.0 -129.0 +80.0 -110.0 +B0.0 -97.7 +80.0 67.1 -78.8 +71.8 -71.8 Shortest 12.464- t4.13p +80.0 -130.0 +80.0 -130.0 +80.0 -124.0 +80.0 -107.0 +80.0 -94.8 +80.0 64.0 -76.8 +68.9 68:9 Equal -life 22.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -121.1 +80.0 -104.4 +80.0- -91.7 +80.0 61.8 +73.8 -73.6 Custom Size 20.131 -229fi3 +80.0 -130.0 +80.0 -730.0 +80.0 -129.0 +BD.O -1f0.0 +80.0 -97.7 +80.0 67.1 +78.3 -78.3 +70.3 -70.3 Standard Prrniew 18.594-20.13p +80.0 -130.0 +BOA -130.0 +g0.0 -124.0 +80.0 -107.0 +80.0 -94.8 +g0.0 -g4.0 +76.8 -76.8 +6g.9 68.9 45' Custom Size t6.131-18.593 +80.0 -130.0 +B0.0 -130.D +80.0 -1120 +80.0 -99.1 *60.0 -87.5 +79.2 -79.2 *720 -720 +625 62.5 Custom Size 15.131-16.130 +80.0 -130.0 +g0.0 -130.D +80.0 -109.0 +80.0 -96.7 +80.0 65.4 +78.0 -78.0 +7D.8 -70.8 +81.5 61.5 m Size t4.131 - 75.130 +80.0 -130.0 *80.0 -130.0 +8D.0 -105.0 +8D.0 -94.5 +80.0 63.5 +76.8 -76.8 +69.7 69.7 r60.6 60.6 est 12.464. 14.130 +80.0-130.0 +80.0 -727.0 +80.0 -99.8 +g0.0-9p.7 +80.0 61.2 +74.8 -74.8 +67.7 67.7 +59.6 -59.6 al -life 24.964 +80.0 -130.0 +80.0 -130.0+gp,0-130.0 +80.0 -714.0 +g0.0 -99:1 +BD.O 66.7 +77.0 -77.0 +69.1 69.1m Size 22.731 •24.9fi3 +80.0 -130.0 *80.0 -130.0 +80.0 -120.0 +80.0-104.0 +80.0 -92.2+80.0 62.1 +74.2 -74.2 +66.3 66.3 Protiew k 20.194-22130 +80.0 -130.0+80.0 -130.0 +80.0 -112.0+80.0 -99.1 +80.067.5 +79.2 -79.2 +72.0-720 +62.5 625 49" m Size 18.131 - 20.193 r60.0 -13p.0+80.0 -130.0 +80.0 -105.0 +g0.0 -94.5 a80.0 63.5 +76.8 -76.8 +69.7 69.7 +80.8 60.6m Size 16.t31-18.130 +80.0 -13D.0 +80.0 -127.0 +80.0 -99.8 +80.0 -90.7 +80.0 61.2 +74.8 -74.8 +67.7 67.7 +59.6 -59.6m Size 14.731 - 16.130 +80.0 -13D.0 +80.0 d20.0 +80.0 -94.5 +80.0 67.3 +79,0 -79.0 +72.9 -729 +fi5.8 65.5 +58.7 -58.7 Shortest 12.464 - 14.730 +gp.0 -130.0 +80.0 -1120 +80.0 69.1 +80.0 -823 +76.9 -76.9 +70.5 -70.5 +64.2 64.2 +57.6 -57.6 -g Equal -life 25.777 +g0.0 -130.0 +B0.0 -130.0 *80.0 -129.0 +Bp.O -110.0 +80.0 -97.2 +BO.D -g4.9 *75.4 -75.4 +fi7.5 67.5 = Custom Size 24.131 - 25.778 +80.0 -130.0 +80.0 -130.0 +80.0 -120.0 *80.0 -104.0 +gp.0 -92.2 +Bp.O 62.1 +73.8 -73.8 +66.0 66.0 F Standard Proview 20.844-24.130 +80.0 -130.0 +80.0 -130.0 +80.0 -109.0 +gp.0 -96.7 +B0.0 65.4 *76.0 -78.0 +70.B -70.8 +61.5 61.5 F506l8° Custom Size 20.131 - 20.843 +80.0 -130.0 +80.0 -130.0 +80.D -105.0 +80.0 -94.5 +80.0 63.5 +76.8 -76.8 +69.7 69.7 +60.6 60.6 Custom Size t8.731-20.130 +80.0 -130.0 +8D.0 -127.0 +80,0 . -99.g +8p.0 -90.7 +gp.0 61.2 +74.8 -74.8 +67.7 67.7 +59.6 -59.6 Custom Size 78.131-18.130 +g0.0 -130.0 +80.0 -120.0 +gO.D -94.5 +g0.0 -g7.3 +79.0 -79.0 +729 -72.9 +65.0 65.g +58.7 -56.7 Custom Size 14.131 - 16.130 +80.0 -13p.0 +g0.0 -1120 +gp,0 69.1 +Bp.O -82.3 +76.9 -78.9 +70.5 -70.5 +64.2 64.2 +57.6 -57.6 Shortest 72.464-14.130 +8p.0 -130.0 +80.0 -108.0 +g0.0 66.4 +B0.0 60.6 +75.8 •75.8 +69.3 69.3 +63.5 63.5 +57.0 -57.0 - Equal -life 31.964 +80.0 -130.0 +g0.0 -130.0 +80.0 -1DS.D +B0.0 -99.5 +80.0 63.5 +75.4 -75.4 +66.1 66.1 «56.6 -58.6 Custom Size 28:131 - 31.963 +g0.0-130.D +80,0 -120:0 +80.0 -99.5 +g0.0 -67.3 +79.0 -79.0 +72.9 -729 +69.1 64.1 +56.7 -56.7 Standard Protiaw 25.794-2g.130 +80.0 -130.0 +B0.0 -108.0 +80.0 -86.4 +BD.O -80.6 +75.8 -75.8 +69.3 69.3 +63.5 63.5 r57.0 -57.0 Custom Size 24.131-25.793 +80.0 -130.0 +80.0 -105.0 +80.0 63.5 +79.0 -79.0 +74.8 -74.g +68.2 68.2 +62.3 62.3 +56.5 -56.5 63° Custom Size 22.131-24.130 +80.0 -130.0 *8D.0 -99.8 +g0.0 60.2 +75.9 -75.9 +71.4 -71.4 +65.9 65.9 +60.6 60.6 +55.4 65.4 Custom Size 20.131 - 22130 +80.0 -130.0 +80.0 -93.4 +76,8 -76.8 +729 -72.9 +68.2 68.2 +63.g 63.8 +SB.9 68.9 +54.0 -54.0 Custom Size 18.131-20.130 +80.0 •130.D +80.0 68.6 +73.4 -73.4 +69.5 69.5 +65.1 65.1 +61.1 61.1 +57.3 67.3 +52.1 -52.1 Custom Size 16.131-18.730 +80.0 -129.1 +80.0 63.7 +69.7 69.7 r65.g 65.8 +623 62.3 +58.9 -58.9 +55.7 65.7 +5p,g -50.8 Shortest 13.194•-16.130 +80.0 -125.5 +75.6 -75.8 +63.7 63.7 +61.1 61.1 +58.9 58.9 +55.9 -55.9 +52.3 623 +48.6 -08.6 38.464 +80.0 •130.0 +BD.O -108.0 +g0.0 66.4 +80.0 60.6 +75.6 -75.8 +69.3 69,.3 +fi0.7 60.7 +53.2 -53.2 S¢e - 36.131-38.463 +80.0 -130.0 +80.0 -1020 +80.0 61.g +77,4 -77.4 +73.1 -73.1 +67.0 67.D +60.0 60.0 +525 Size 34.131-36.130 +80.0 -130.0 +80.0 -96.7 «78,5 -78.5 +7q.4 -74.4 +69.8 69.8 +64.g 64.8 +59:7 69.7 +527 -52.7 76" Protiew 30.994-34.130 +80.0 -130.0 +g0.0 -88.8 +73.4 -73.4 +69.5 69.5 +65.1 65.1 *61.1 6t.1 +57.3 -57.3 +521 -52.1 6Equal-lite Size 30.131-30.993 +80.0 -130.0 +80.068.2 +71.6 -71.6+67.7 67.7 +63.6 63.6 +60.0 60.D +56.5 -56.5 +51.4 -51.4 Size 28.131-30.130 +80.0 -i2Z6 +g0.0 61.0 +67.867.8 +64.0 64.0 +61.4 6t.4 +57.9 -57.8 +54.5 64.5 +50.1 -50.1 �t 26.194• - 20.130 +80.05.5+75.8 -75.8+83.7 63.7 r61.1 61.1 +58.9 68.9+55.9 65.9 +523 623 +486 -0B6 l-life 42.464 *80.0 -130.0 +B0.0 -96.7 +78.5 -78,5 +74.4 -74.4 +69.8 69.8 +64.8 64.8 +58.9 38.9 +51.1 84° Custom Size 38.137 -42463 +80.0 -130.0 +B0.0 -86.2 +71.6 -71.6 +fi7.7 67.7 +63.6 63.6 +60.0 60.0 +56.5 -56.5 ''+50.4 -50.4 Stallard Prodew 34.194• - 38.130 +8D.0 -125.5 +75.6 -75.8 +63.7 63.7 +61.1 61.1 +58.9 68.9 +55.9 65.9 «52.3 -523 +48.fi -08.6 W ? QD (D ❑� Nw o. ran N�} 0 0 y � J O a Z IL � o � W O U W � ®w Z umo 0 r H W � J (�a � Z � TABLE 2: Bottom Sash DB619B P►eSSU(6 (Ib51(l� for Sash Height 1/8" ANNEALED GLASS 30 26 1/2" NOM. EXTERIOR GLASS BITE a 74 34 GLASS TYPE 1 C 'MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT- 37.536 . MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT-36.536 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT- 37.951 - MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT- 36.951 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. - Desctlp0on br Given Range Range (in) GIdSS Type 1 TI to Ti Width 33" 37' 41" 45° 49" 53-1/8° 24" Equalglte 12.464 +00.0 -130.0 +80.0 -130.0 +BOA -130.0 +BO.D -13D.0 +80.0 -127.1 +80.0 -113.8 +80.0 -103.1 +B0.0 -93.9 Equal -file 15.864 +BD.O -130.0 r80.0 -130.0 +80.0 -104.0 +80.0 -95.5 +80.0 -89.1 +80.0 -84.2 +80.0 -81.4 +7q.e -74.8 31" Standard�Prouev 12994-15.963 +BD.O -130.0 +80.0 -127.0 +80.0 g38.B +78.0 -78.0 +88.7 58.7 +60.7 50.7 +57.2 -57.2 +53.5 53.5 Shortest 12.464-12993 +80.0 -130.0 a80.0 -124.0 +80.0 414.0 +73.8 -73.6 +83.2 -63.2 +57.2 57.2 +52.4 -52.4 +49.1 -09.1 Equalglle 19.852 +80.0 -130.0 +80.0 -124.0 +80.0 4i4.0 *73.8 -73.8 +63.2 -83.2 +57.2 S'7.2 +524 -524 +49.1 -09.1 Standard ProNew 15.944-1B.651 +80.0 •130.0 +BD.O -110.0 +80.0 gi0.fi +70.3 -70.3 r80.2 -g3D.2 +52.2 52.2 +48.8 -48.6 +47.0 -01.0 38�/8' Custom Size 15.131-15.B43 +80.0 •130.0 +80.0 -1020 r78.2 -78.2 +88.7 58.7 +59.3 -58.3 +51.7 57.7 +46.2 -06.2 +q0.0 -00.0 Custom Size 14.131-15.130 +80.0 -124.0 +80.0 -98.5 +77.1 -77.1 +87.4 57.4 +58.9 58.9 +51.5 57.5 M6.7 -06.1 +39.9 �9.9 Shortest 12464.14.130 +80.0 -118.D +80.0 -95.2 +75.4 •75.4 +88.1 58.1 +58.5 -58.5 +51.3 57.3 +48:7 -06.1 +40.0 -00.0 Equal4ite 22.964 +80.0 -130.0 +80.0 -110.0 +80.0 50.6 +70.3 -70.3 +60.2 50.2 +52.2 52.2 +46.8 -06.8 +41.0 --01.0 Custom Size 20.131 -22863 +00.0 -124.0 -+80.0 -98.5 +77.1 -77.1 +67.4 57.4 +58.9 -SB.B +51.5 51.5 +48.1 -08.1 +39.9 .19.9 Standard Pmtiew 18.594-20.730 +80.0 -118.0 +BOA -85.2 +75.4 -75.4 +68.1 56.1 +58.5 -56.5 +51.3 51.3 +46.1 -06.1 +q0.0 -00.0 45' Custom $IZB 16.131-16.593 +80.0 -102.0 +80.0 gi5.0 +69.9 59.9 +82.1 52.1 +55.7 -55.7 +50.4 50.4 +45.3 -05.3 +q0.0 -00.0 Custom Size 15.131-18.130 +80.0 -98.0 +80.0 S1.B +69.1 gse.1 +6o.e 50.8 +54.8 -54.8 +qg.7 .q9.7 +q4.e -04.8 r39.9 -39.9 Custom Size 14.137 - 75.730 +80.0 -95.5 +79.4 -7B.4 +66.4 56.4 +59.2 SB.2 +53.6 -53.6 +qe.7 -08.7 +44.3 -04.3 +39.7 �39.7 Shortest 12484-14.130 +80.0 -89.4 +74.8 -74.8 +62.1 S21 +58.3 56.3 +51.1 57.1 +4e.7 48.7 +42.7 -027 +38.6 -38.8 Equal -life . 24.964 +80.0 -130.0 +80.0 -1020' +78.2 -78.2 +68.7 58.7 +59.3 -59.3 +51.7 51.7 +46.2 -06.2 +40.0 40.0 P Custom Size 22.131-24.983 +80,0 -1120 +80.0 -92.0 +73.6 -73.5 +64.8 &1.8 +57.9 57.9 r51.0 51.0 +48.0 48.0 +40.0 40.0 Standard Protien 20.194 - 22.130 +80.0 -1020 +80,0 55.0 +69.9 59.9 +62.1 S21 +55.7 -55.7 +50.4 50.4 +45.3 -05.3 +40.0 40.0 49" Custom Size 18.131-20.1 93 a80.0 -95.5 +79.4 -79.4 +66.4 56.4 +59.2 59,2 +53.6 -53.8 +4e.7 48.7 +44.3 -04.3 +39.7 39.7 F Custom Size 18.131-18.130 +80.0 g39.4 +74.8 -74.8 +621 52.1 +5fi.3 58.3 +51.1 -51.1 +46.7 48.7- +42.7 42.7 +38.6 -38.6LU -• Custom Size 14.131-76.130 r60.0 -84.8 +69.5 59.5 +59.2 59.2 +53.7 53.7 +48.8 48.8 +44.8 -44.8 +40.9 - -00.9 +37.8 -37.8of F Shortest 12.484-14.130 a80.0 g31.9 +84.0 b1.0 +56.4 58.4 +6t.0 57.0 +46.6 46.6 +q23 42.3 +39.4 -39.4 r36.0 -36.0 Equalglte 26.777 +80.0 -124.0 +80.0 -98.5 +77.1 -77.1 +87.4 57.4 +58.9 56.9 +51.5 -51.5 -+48.1 48.1 +39.8. -39.9 Custom Size 24.131-25.776 +80.0 -172.0 +B0.0 A20 +73.5 -73.5 +64.8 54.8 a57.8 57.8 +51.0 51.0' r48.0 48.0 +39.8 S9.B Protiew 20.844 - 2,4130 +80.0 -98.0 +80.0 51.9 +88.1 58.1 +60.6 50.6 +54.6 -54.8 a49.7 49.7 +44.8 -44.8 +39.9 �9.8 fi0.519"Standard Custom Size 18.131-20.843 -92.8 +77.0 -77.0 +64.1 gi4.1 a57.7 -57.7 ?523 .52.3 +47.7 47.7 a43.8 43.B +39.2 J9.2 Custom Size 16.131-19.13D 54.8 +69.5 59.5 +59.2 58.2 +53.7 53.7 +48.8 -0B.8 +44.0 -04.8 +40.9 40.9 +37.6 ti'7.8 Shortest 13.OBB'-16.730 50.8 +81.7 81.7 +55.1 55.1 +49.8 -09.8+45.5 -45.6 +47.3 -01.3 +38.8 SB.e +35.1 J5.1 Equal -life 31.984 -95.5 +79.4 -79,4 +68.4 Sfi.4 +59.2 -59.2 +53.8 -53.8 +48.7 48.7 +44.3 -04.3 +39.7 J9.7 Custom Size 28.737-31.963 r -64.8 +fi9.5 59.5 +59.2 58.2 +53.7 -53.7 +q8.8 -48.8 +4A8 -04.8 +q0.9 -00.9 +37.6 �7.6 Standard ProNew 25.794-28.730 -BD.fi +61.7 57.7 +56.1 -55.1 +qg,8 -09.8 +45.5 -05.5 +41.3 -01.3 +38.8 JB.B +95.7 -35.1 Shortest 25.049'-25.793 SO.fi +87.7 gi1.7 a55.1 55.1 rg9.e -09.6 +45.5 -45.5 +q7.3 -01.3 +38.68.6 +35.1 J5.1 Equalgite 34.BB4 g88.5 +722 -722 +60.8 gi0.8 +55.0 S5A +49.9 -09.B +45.8 45.6 +41.7 41.7 +38.1 -38.1 69" Custom Slze 33.731 - 34.083 +80.0 53.1 +88.7 68.7 +57.8 57.8 +52.1 52.1 +47.6 47:6 +43:5 -03.5 +40.1 40.1 +38.8 58.8 Shortest 31.049'-33.130 +80.0 �0.8 +61,7 81.7 +55.1 55.1 a49.8 -09.6 +45.5 -05.5 +47.3 -07.3 +38.5 -38.8 +35.1 35.1 Equalgi[e 36.964 +B0.0 -63.1 +66.7 56.7 +67.8 -57.8 +52.1 52.1 +47.8 -07.6 +43.6 43.5 +40.1 40.1 +36.8 Sfi.6 73" Custom Size 38.131-38.983 +80.0 -81.9 +84.0 g74.0 +56.4 58.4 +51.0 51.0 +46.6 -08.6 +423 423 +39.4 -39.4 +36.0 36.0 Shortest 35.049'-38.130 +80.0 50.8 a81.7 -g31.7 +55.1 -55.1 +49.8 -09.8 +45.5 -0S.b +41.3 -01.3 a38.8 JB.fi +35.1 -35.1 78" Tallest 36.484' +80.0 �0.6 +61.7 51.7 +55.1 -55.1 +49.0 -09.6 +45.5 45.5 +41.3 41.3 +30.6 36.8 a35.1 35.1 ti m Y } I_ p el°D y � K (� N,Q O Q ZtL m i Z � Z � tOp o cD Z yea t` H ¢ a oN OMO W � Z � o U Z \tttllllllllj7 No. 58705 �'7SS I /OfVAL IENG`• A LYNN MILLER, RE P.E.# 68705 SERIES SH7600A NON -IMPACT RESISTANT SINGLE HUNG WINDOW A,7-13/16"MAX. O.0/--� DESIGN PRESSURE RATING IMPACT RATING 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 18-318" MAX. \` VARIES PER GLASS TYPE, SEE SHEETS 2-5 NOT RATED FOR IMPACT RESISTANCE 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY 17-3/4" MAX. APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE 17.3/4" SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER (17-1/4" BUCK) MAX ANCHOR TYPE. e, SEE O.C. SHEETS 4) ALL WOOD BUCKS LESS THAN 1-12" THICKARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12' THICK OR GREATER. 1IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TESTING AND GLASS PER ASTM El300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THEAUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL 18-7835.1 & 18-7835.2; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL FIGURE A: ALLOWABLE SASH CONFIGURATIONS AND SHAPES —�{ WIDTH T Lp WIDTH TI- -I T 17 S2 WIDTH T r, RECTANGULAR WITH EQUAL LITE SASH w RADIUS -TOP WITH PROVIEW SASH RECTANGULAR WITH CUSTOM SASH ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A'BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON THE FOLLOWING SHEETS. A. SEE SHEETS 8 & 9 EQUALLY SPACED / ANCHORS PER TABLES 6 & 7 OI X EQUALLY SPACED I I J ANCHORS PER TABLES 8 8 7 9-1/2' MAX. (9" MAX. BUCK) T B NOANCHORS --►I 53-1/8" M. Y. TI? TO ELEVATION FOR SHOWN WITH EQU/ TABLE 1: ALLOWABLE GLASS TYPES 9-12"MAX. (9" MAX. BUCK) 17-3/1616" MAX. O.C. j 64" 1+ MAX. TIP 12-1/16" MAX. O.C. TO _ TIP HEIGHT 13-5/16" MAX. O.C. _ WEEP NOTCH 52-118" MAX. BUCK WIDTH - D, SEE 5" MAX. O.C. 4-11/16" MAX. SHEET 10 C,SEE SHEET 10 0 I I / 83" -- MAX. BUCK X i HEIGHT 5 O.C. I T C 4-11/16" MAX. WEEP NOTCH ELEVATION FOR TYP. FIN FRAME SHOWN WITH EQUAL-LITE CONFIGURATION Type Description (Listed from Exterior to Interior) DIP Table # 1 1/8" Annealed 2 2 13/16" IG: 1/8" Annealed Cap, Airspace, 1/8" Annealed 3 3 3/16" Annealed 3 4 13/16" IG: 3/16" Annealed Cap, Airspace, 3/16" Annealed 4 5 1/8" Tempered 5 6 13/16" IG: 1/8" Tempered Cap, Airspace, 1/8" Tempered 5 7 3/16" Tempered . 5 8 13116" IG: 3/16" Tempered Cap, Airspace, 3/16" Tempered 5 USER INSTRUCTIONS: GENERAL NOTES ................................................. 1 ELEVATIONS......................................................... 1 DESIGN PRESSURES / GLAZING DETAILS........ 2-5 ANCHOR QUANTITIES .......................................... 6-7 INSTALLATION, FLANGE ...................................... 8 INSTALLATION, EQUAL LEG.................................9 INSTALLATION, INTEGRAL FIN ............................ 10 EXTRUSION PROFILES ......................................... 11 ASSEMBLY & PARTS LIST ..................................... 12 CODES / STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •ASTM E1300-D9 •ANSNAFSPA'NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S1 OD-12 •AISC 36D-10 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2-5. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 & 7. 5) INSTALL AS PER SHEET 8 FOR FLANGE INSTALLATION, SHEET 9 FOR EQUAL LEG INSTALLATION OR SHEET 10 FOR INTEGRAL FIN INSTALLATION. NOTE:OESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES ('FLANGE, INTEGRAL FIN OR EQUAL LEG/BOX) W z ZZ 1 w o 0 as K O � o O (0 0 cV i °W w m O 0 LL O aH Z LL ^ w O � o� x LLj Z F n IV ,2 V !E ¢ 'JMO W ^ [9 1-r~n ¢ Z Z0 Z O F = Q04 W O ® N W J °0 ZH rn '.O iaay5 O Z Q W In0 K O 2 JZ W O rn agrl 'asap saua5 LYN * No. 58705 ' Q ••, STA OF ;••I.Q F<ORIDP•.NC.) 17., ZONAL IE ��.. A LYNN MILLER, RE P.E.# 58705 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017), dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0005R issued by the Product Control Section, dated 'O1/16/18, signed by Manuel Perez, RE G. OTHERS 1. None. Manuel Pe(e4 P.E. Product. Control x iner NOA No. 18-0430..07 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7600NOA-1, titled "Aluminum Single Hung Install (NI), sheets 1 through 12 of 12, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1. and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7835.1, dated 04/03/18, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test;, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-18-7835.2, dated 05/04/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 04/23/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manue er z, P.E. Product Cont 1 aminer NOA No. 18-0430.07 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-1 M I�Du4DE • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION . REC:E1vE NOTICE OF ACCEPTANCE (NOA, PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 JUN 2 3 2020 ST. Lucie County, Permitting MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 (786) 315-2590 F (786) 315-2599 www.miamidade.gov/econom SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the 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) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "SH7600A" Aluminum Single Hung Window — N.I. APPROVAL DOCUMENT: Drawing No. 7600NOA-1, titled "Aluminum Single Hung Install (NI)", sheets 1 through 12 of 12, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. NWSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively -affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this 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 of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, .Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 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 job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0430.07 MiaM ED couNTY Expiration Date: August 23, 2023 Approval Date: August 23, 2018 $�� �p 116 Page 1