T:RUSCON 
 PIVOTED 
 STEEL 
 WINDOWS 
 
 ERECTION 
 DETAILS 
 
 No. 129 
 
 TRUSCON STEEL COMPANY, YOUNGSTOWN, OHIO 
 
 WAREHOUSES AND OFFICES IN ALL PRINCIPAL CITIES 
 
ROG lean 
 
 OE TRUS CON? PoLWO EL EoD es ise ee Wel Ne On es 
 
 eon Pivoted Steel Windows are carried in stock for immediate ship- 
 
 ment. 
 ing buildings. 
 
 These windows are ideal for all types of industrial and manufactur- 
 They are permanent, fireproof, never stick, shrink or wrap, and 
 
 open or close easily regardless of climatic conditions. 
 
 Installing Details 
 
 INSPECTION AND CHECKING 
 
 Upon the arrival of your consignment of 
 windows: 
 
 1. Arrange for immediate unloading. 
 
 2, be Sure you, checks youn umaterial 
 against the shipping memorandum 
 
 and freight bill. 
 
 3. All shortages must be reported at the 
 time of checking to the railroad 
 agent, who will note them in the 
 freight bill. 
 
 4. Send noted freight bill with any nec- 
 essary remarks to our Claim Divi- 
 sion, Truscon Steel Co., Youngstown, 
 
 Ohio. 
 
 UNEOA DING AN DIS TACKING 
 
 Always handle and stack steel windows on 
 edge. Put timbers on the ground with a firm 
 even bearing and make a substantial vertical 
 support, as shown in figure |. ‘This saves the 
 windows from becoming distorted. 
 
 Store the mullions and hardware in a dry 
 place where they will not be lost or exposed 
 to the weather. Loss of fittings is not only 
 costly but may delay the installation. 
 
 WINDOW ANCHORAGE 
 
 The erection of Truscon Steel Windows is 
 based upon the proper anchorage of the out- 
 side frame member in the building structure. 
 
 At the. head and jambs this? lee vextends 
 approximately 58” into the wall. By study- 
 ing the installation details on pages 9 and 10, 
 it will be noted that a space of 38” is allowed 
 between the line of the wall and the sash 
 frame. ‘This allows: for slight discrepancies 
 in the opening, permits adjustment of the win- 
 dows and gives clearance to the ventilators 
 that come at the head, sill or side jambs. 
 
 THE sPREPARED OPENING 
 
 In every case where one or more units are 
 used, the opening should be prepared before 
 the window is erected. Proper grooves and 
 rebates around the opening should be made 
 strictly in accordance with the details shown 
 on pages 9 and 10. 
 
 Truscon Pivoted Steel Windows must be 
 erected plumb and level regardless of the 
 shape of the opening itself. Never attempt to 
 make the windows conform with the shape of 
 the opening. ‘This not only spoils the archi- 
 
 WINDOWS ARE STACKED ON TIMBERS OFF THE GROUND 
 
 [ page 2 ] 
 
eke eS (CaO) sN 
 
 FIG. No. 2 
 MAKE SURE WINDOWS ARE PLUMB BEFORE GLAZING 
 
 tectural appearance of the window, but distor- 
 tion keeps the ventilators from closing tightly 
 and often prevents proper glazing. 
 
 INSTALLATION IN CONCRETE, 
 DICK SLONE OR IEE 
 
 In general the method of placing Pivoted 
 Steel Windows in all types of construction 1s 
 the ssame, lhe openings are prepared in 
 accordance with details shown on pages 9 
 and 10. When the window has been placed in 
 the prepared opening and the outside legs 
 have been entered in the: proper grooves at 
 the head, sill and jamb, the units must be 
 “blocked up” and plumbed before grouting 
 and pointing, figure 2. All blocking is done 
 from the interior. Small hardwood wedges 
 will be found most satisfactory for this work. 
 
 First, drive a wedge under each corner of 
 the unit at the sill, raising the window until 
 the frame has been entered equally in the slot 
 at the head and sill. Now drive wedges in at 
 
 Diy le ea CeO RUAN Yee 
 
 YOUNGS RO WIN] (0 HALO 
 
 the head of the window in the same relative 
 position as those at the sill. 
 
 Next center the window in the opening so 
 that the legs of the frame enter equally into 
 the grooves at the jambs. Great care must be 
 taken that the window is not distorted in driv- 
 ing wedges. 
 
 Wedges should always be driven at the cor- 
 ners of the window frame or at opposite ends 
 of the interior muntin bars that are continuous 
 the entire dimension of the window, as shown 
 in figure 3. ‘This is particularly important 
 with ventilated units. Failure to recognize 
 this caution results in distortions which make 
 
 it impossible for ventilators to close properly. 
 
 When the windows are “pointed up,” cau- 
 
 tion the masons not to force the grout into 
 the grooves. ‘This results in distortion in the 
 same manner as improper wedging. 
 
 INSTALLATION IN STEELE 
 
 The details shown on pages 9 and 10 are 
 
 FIG. No. 3 
 TYPICAL BLOCKING BEFORE SILLS ARE CAST 
 
 [ page 3 ] 
 
BREE ee LOIN OE Ale Wir: ON 
 
 FIG. No. 4 
 THE BOTTOM OF THE WINDOW SHOULD BE PROPERLY SUPPORTED 
 TO INSURE CORRECT POSITION BEFORE SILLS ARE CAST 
 
 recognized and accepted by engineers and 
 architects as most practical for window erec- 
 tion-in«steel. 
 
 A small I-beam clip is used to hold the win- 
 dow in place at the head and jambs. A strap 
 anchor or angle clip, fastened to the sill mem- 
 ber of the window, secures the unit at this 
 point. All punching of structural steel for the 
 attachment of brackets should be done when 
 the steel work is fabricated. Punching the 
 members in the field delays installation and 
 materially increases the cost. 
 
 The windows are placed in the opening in 
 practically the same manner as with concrete 
 or brick. When T-bar mullions are used the 
 web must be turned out so as not to interfere 
 with the sill angle. 
 
 AD)US LING TELE. VEN DIGATOR 
 
 Truscon ventilators are perfectly adjusted 
 to the sash before they leave the factory or 
 warehouse. 
 
 Pol Ve Orel i DSS eine ie ag 
 
 Wine DOYS 
 
 Any slight adjustment that may be found 
 necessary after the windows are “blocked up” 
 may be made by slightly springing the venti- 
 lator frame. 
 
 Ventilators should be adjusted after the 
 hardware is put on and before the windows 
 are glazed. It is impossible to make adjust- 
 ments after glazing. 
 
 INSTALLATION BEFORE SILLS 
 ARE.CAS | 
 
 When concrete sills are not cast until after 
 the window has been installed the legs of the 
 units are entered in the rebates at the head and 
 jambs as described. The bottom of the win- 
 dow is supported in its proper relative posi- 
 tion. A few bricks will serve this purpose as 
 shown in figure 4. 
 
 The blocking must be inspected just before 
 the sills are cast. It is impossible to make 
 alterations aiter concrete haseasct 
 
 ATTACHING NMULELOINS 
 
 When two or more units occur in the same 
 opening put all mullion bolts in place, but do 
 not tighten them until the units have been 
 blocked. Some slight adjustment is generally 
 necessary and it is easily made because of the 
 slotted holes in the jamb bars of the windows 
 and the mullions. 
 
 Make sure the jamb bars of the windows are 
 not distorted and are free from lumps of paint 
 and dirt. In almost every case leaks that occur 
 
 FIG. No. 5 
 GLAZING CLIP 
 
 [ page 4 ] 
 
PRS DEC. OaN 
 
 De erie aCe BAAN: Yr: 
 
 Mt OP SRNTG-o bOowsN 7 &@: ako 
 
 at the mullion joints could have been avoided 
 if the erector had made sure the surfaces of the 
 windows and mullions were clean and straight 
 before installation. 
 
 DERENGIH- OF Ss (EEL WINDOWS 
 
 Truscon Pivoted Steel Windows are de- 
 signed to stand maximum wind pressure and 
 vibration, but not to support any building con- 
 struction. It isa grave mistake to expect win- 
 dows or mullions to in any way support the 
 building structure, or act as a lintel. 
 
 GLAZING 
 
 Truscon Steel Windows are glazed from 
 the mside. Each light is held in place by 
 spring steel wire glazing clips. 
 
 Glass placed in steel windows must not only 
 be glazed in the usual manner but must be 
 embedded in the putty so the glass does not 
 come directly in contact with the steel. 
 
 Spread putty over the glazing rabbet before 
 setting the glass. Push the glass firmly into 
 position so that the putty fills every crevice, 
 thus giving a uniform, water-tight bearing. 
 Slip the glazing clip into place, as shown in 
 figure 5, and apply the face putty. 
 
 PAC IESE YG 
 
 Truscon Steel Window Putty spreads easily 
 and smoothly and has perfect adhesion to both 
 steel and glass. ‘This putty does not harden 
 as readily as that used on wood but becomes 
 tough and resistive in a comparatively short 
 LAIN. 
 
 SEAN DARDEANGIER BRACKET 
 
 The solid steel angle bracket is the basis of 
 attachment of all Truscon standard ventilator 
 hardware. ‘The bracket is double riveted to 
 sill of ventilator at the factory. Punched to re- 
 
 ceive any type Standard Truscon Hardware. 
 
 WIUINTIN BAR CHAIN HOOK 
 
 When the sill of the ventilator is not access- 
 ible from the floor this chain hook is attached 
 to a vertical muntin bar at the most conven- 
 ient place. The hook is held in place with a 
 set-screw, and it should be attached before 
 glazing. ‘These hooks are not furnished un- 
 less specified. 
 
 LATCH AND CHAIN HOOK 
 
 When the cam acting push bar is used this 
 standard latch serves as a lock; the edge of 
 the bar slipping into the V-shaped groove. 
 This hook is used, as illustrated, as a catch for 
 chain operated ventilators, when the sill of the 
 ventilator is easily accessible from the floor. 
 
 CHAIN HOOK FOR WALL 
 
 This wall hook is used wherever sill of 
 ventilator is not accessible from the floor. 
 Hook is attached to wall at some convenient 
 place below ventilator which chain operates. 
 The hook is anchored to wall with expansion 
 bolts and shields. 
 
 [ page 5 ] 
 
ER BG@TLON (OR DRUS GON’ 3eolVOrn Er Di tsa eae. Va Neon ay es 
 
 MULLIONS FOR COMBINING TWO OR 
 
 WIADOW 2° MULLION WINDOW 
 MORE WINDOWS DIMENSION DISTANCE DIMENSION 
 : Ss 3, 
 Area Weight & 8 Bal 
 
 Square Feet Each, Lbs. 
 
 2 lights high at 18 inch glass 8 10 
 3 lights high at 18 inch glass 8 14 
 4 lights high at 18 inch glass 1.0 18 
 5 lights high at 18 inch glass 123 22 
 6 lights high at 18 inch glass 1e5 26 
 7 lights high at 18 inch glass 1.8 31 pee ge : 
 
 . : _ 23x ie PLATE NO- 20-18 x 
 2 lights high at 20 inch glass .6 10 RAMS § NUTS 
 3 lights high at 20 inch glass ng 15 
 4 lights high at 20 inch glass ee 20 
 § lights high at 20 inch glass 1.4 25 TYPE T-1 
 6 lights high at 20 inch glass ikea) 30 : ; : 
 7 lights high at 20 inch glass 2.0 36 Recommended for use with window units not more 
 
 than 3 lights high at 20” or 4 lights at 18”. 
 
 Add 2” to masonry opening dimension for each mullion. 
 
 Widths of Standard Window Openings 
 
 WINDOW 2° MULLION WINDOW 
 12” nye a patie aes 14” DIMEMSION DISTANCE DIMEASION 
 Glass \ richie Sash |) of Lights | Mulliona eles : : 
 Width Wide | Units]! in Each Unit | Required Width 
 q 
 2! 154" Deel 3} 2/— 554" 
 3/- 2” 3 i 3 3/— 8” 
 4!— 234" Aer 4 £ 4'-10 34" 
 4’— 514" 4 2 DD) 1 5’/— 114" 
 Bee Ne See 5 6’— 034" 23.8 Tee — [Mo 20-18% 2" 
 6’— 314" 6 1 6 is Ye SS fe RAMS 4AUTS 
 6’- 6” 6 2 Sic) 1 7'— 6” 
 7! 634" io alee 4.3 1 8/— 834” 
 8’— 634” 8 2 4.4 1 9’-1034" TYPE T-2 
 9’-10" Saale 34G53 2 11’- 4” ’ ; 
 10’ 734" 10 | 2 55 1 12’ 314” Designed to give added strength to windows greater 
 10'-1034" 10 5 ae 5 1’ 634" than 3 lights high at 20" or 4 lights at 18 , and up to 
 11-103" he 4 a Ae ; 13’ 834" and including 7 lights at 18”. 
 11’-1034” 11 3 3.4 2, 13’— 834” 
 Telewest oo 6.6 1 14/— 84” 
 12’-11)4" 12 3 444 2 He Bl WLADOW 2" MOLLIOM WIMDOW 
 Rian 4s 4 3.3.3.3 3 pias DIMENSION DISTANCE DIMENSION 
 11144" 9) 1s ies 4.5.4 2 16’— 114" " 
 13’-114%" fs 3 5, Goo) D 16’— 1%” 
 147-1174" | 14.138 4.6.4 2 177372" 
 14’-117%" 14 3 5.4.5 2 17’— 37%" 
 IE) ae ae ef ge Boe 8 17’— 634” 
 162014" 1s) 5.5.5 2 18’- 64" 
 16’— 014” 15 3 OB 2 18’— 614" 
 16’— 6” 1S) 5 SPSS RoEO 4 i9/— 0” s 
 Oe 16 3 565 2 19’— 854” Sh One 
 TPO" 160 |S 6.4.6 2 19’— 854” 
 17’— 314" 16 4 4.4.4.4 3 19’-114%4” 
 TYPE T-3 
 pre erie oe ea eee pert eserves aps Gr a Designed for windows greater than 7 lights high at 
 allows for adjustment during erection. 18” and greater than 6 lights at 20”. 
 
 [ page 6 ] 
 
fee Oc IN aL EEL aC OMe PAN Ya. 2Y°O-UIN-G:S hOW Nt) O ALO 
 
 DIMENSION TABLE DIMENSION TABLE 
 Glass Size 12” x 18” Glass Size 14” x 20’ 
 Unit Types | Masonry Dimension | Area Weight United Types Masonry Dimension | Area Weight 
 23-1-4-1 2’-154" x 4/-8” 10 45 *23-1-4-1 2’— 554”x 5’— 2” 13 51 
 By 3’-2” x 3/-15%" 10 D5 By) 3/— 8” x 3/— 554” us 29 
 *32-1-6-0 3/-2" x 3/-154” 10 48 *32-1-6-0 3’— 8” x 3/— 554” HS 55 
 £33 3/-2" x 4/-8" 15 35 oS Si Sie Sie 8 2 19 40 
 *33-1-6-1 3/-2" x 4/-8”" 15 58 *33-1-6-1 Sta Sie ee Si DY 19 66 
 *34 3’-2" x 6/-334" 20 45 *34 3’—- 8” x 6/-103%" 25 51 
 *34-1-6-1 3/-2" x 6/-23%" 20 68 *34-1-6-1 3’— 8” x 6/-103%" 25 77 
 *35 Ro pepe: 25 54 *35 Sas eG 31 62 
 *35-1-6-1 | 3/-2”, x =~7/-834" 25 Hl *35-1-6-1 3’— 8” x 8/— 634” 31 88 
 3o—l—6—)) 3/-2" x 7/-834" 25 77 35-1-6-2 3’— 8” x 8/— 634” 31 88 
 36 3’-2" x 9/-314" 29 66 36 3’— 8” x 10’— 31%” 38 Ws 
 S6>l—6-1 3/-2” x 9/-314" 29 89 36-1-6-1 3’— 8” =x 10’— 31%" 38 99 
 36-2-6-1-4 3/-2” x 9/-31K" 29 12 36—2-6-1—-4 3’— 8” x 10’— 31%" 38 25) 
 37-2-6-1-4 3’-2" x 10/-914" 34 121 37-2-6-1-4 3’— 8” x 11’-11" 44 137 
 *49 4/-234" x 3/-154" 13 32 *49 4’-1034" x 3’— $54” 17 36 
 42-1-4-0 4’-234" x 3/-154%" 13 51 42-1-4-0 4’-1034" x 3/— 55%” 17 Sy 
 +A == o=() 4’-234" x 3/-15%" 13 59 *42-1-8-0 4’-1034" x 3’— 554” 17 67 
 *43 4’-234" x 4/-8" 20 44 *43 4’-1034" x $/— 2” D5 50 
 AVF —41—] 4’-234" x 4/-8" 20 63 43-1-4-1 4’-1034"” x 5’— 2” 25 71 
 *43-1-8-1 4’-234" x 4/-8” 20 hi *43-1-8-1 4’-1034" x 5/— 2” 2S 81 
 44 4’-234" x 6/-234" 26 57) 44 4’-1034” x 6’-1034” 33 64 
 44-1-4-1 4’-234" x 6/-234” 26 76 44-1-4-1 4’-1034" x 6’-1034" 33 85 
 *44_]-8-] 4’-234" x 6/-238" 26 84 *44—]—8-] 4’-103%" x 6’-1034” 33 95 
 45 4’/-234" x 7'-834" 33 68 45 4’-1034" x 8’— 634” 42 78 
 45-1-4-1 4/-234" x 7'-834" 33 87 45-1-4-1 4’-103¢" x 8’— 634” 42 99 
 *45-1-8-1 4-234" x 7'-834" $38) 95 *45—-1-8-1 4’-1034" x 8’— 634” 42 109 
 45—1-8-2 4’-232" x 7'-834" 33 95 45-1-8-2 4’-103¢" x 8/— 634” 42 109 
 46 4/-234" x 9/-314" 39 81 46 4’-103¢” x 10’— 31%” 50 vp) 
 46-1-4-1 4’-234" x 9/314" 39 100 46-1-4-1 4’-1034" x 10’— 314” 50 113 
 46-1-8-1 4/234" x 9/-314" 39 108 46-1-8-1 4’-1034" x 10’— 314” 50 123 
 46-2-8-1-4 4’-234" x 9’-314" 39 135 46-2-8-1-4 4’-1034" x 10’— 314” 50 154 
 47 4’-234" x 10’-914" 45 94 47 4’-1034" x 11’-114” 58 107 
 47-2-8-1-4 4’-234" x 10’-914" 45 148 47-2-8-1-4 4’-103@" x 11’-1114” 58 169 
 Eon ; 5-234" x 3/154" 16 38 52 6’— 034” x 3/— 55%” 21 45 
 *52-1-6-0 5/-234"” x 3/-154" 16 61 *52-1-6-0 6'— 034” x 3/— 554” 21 val 
 53 5/-234" x 4/-8" 24 53 53 6’— 034" x 5’— 2” 31 61 
 *53-1-6-1 5’-234"” x 4/-8" 24 76 *53-1-6-1 6’— 034” x 5’— 2” 31 87 
 54 5’-234" x 6'-234" 32 68 54 6’— 034” x 6’-1034” 42 78 
 *54-1-6-1 5’-234" x 6/-234" ay 91 *54-1-6-1 6’— 034” x 6’-103%" 42 104 
 55 5’-234" x 7'-834" 40 82 55 6’— 034" x 8’— 634” 52 95 
 *55-1-6-1 5’-234" x 7'-834" 40 105 *55-1-6-1 6’— 034” x 8’— 634” By 121 
 §5-1-6-2 5/-234" x 7'-834" 40 105 §5—1-6-2 6’— 034" x 8'— 634" 52 121 
 56 5/234" x 9/34" 48 98 56 6'— 034" x 10"— 314” 62 112 
 56-1-6-1 5/-234" x 9/314" 48. 121 56-1-6-1 6’— 034” x 10’— 314” 62 138 
 56—-2-6-1—4 5’-234"” x 9/-314" 48 144 56-2-6-1-4 6’— 034” x 10’— 31%" 62 164 
 §7-2-6-1—-4 5’-234" x 10’-914" 56 159 §7—2-6-1—4 6’— 084” x 11’-11%” 58 162 
 62-1—8-0 6’-314" x 3/-154" 20 73 62-1-8-0 7'— 34%" x 3/— 55%" 25 83 
 63-1-8-1 6’-344" x 4’-8" 29 91 63-1-8-1 7'— 34%" x 5’ 2” 37 103 
 64-1-8-1 6’-314" x 6’-234” 39 108 64-1-8-1 T'— 34%" x 6'-1034” 50 122 
 65-1-8-1 6-314" x 7'-834" 48 125 65-1-8-1 7'- 34%" x 8’- 63%" 62 143 
 *Dealer Stock Types. *Dealer Stock Types. 
 
 [ page 7 ] 
 
PLViOVEE D3 1 EE WileNeD Oss 
 
 23-141 os) 
 a 
 
 BRE TON OE Shee ON 
 "Sa 14x20 AND 12%18 GLASS SIZE 
 LTR mena (f || Bea ETT NIT 
 HOG aN Baan (||| Baus BERGE BASE 
 
 aD 
 
 NY BEG 
 AN GEE 
 EG Gna 
 
 42-180 
 
 ITSIDE. SECTION 
 
 LIGHTS 
 [4 od 
 2 2-53"| 2 
 3 Bo | BS) 3 
 4 4-23'|4-103'| 4 
 5 5-25\6-03 | 5 
 6 6-35|7-38 | 6 
 ee 57-2614 
 - NOTE -STOCK- UNITS -INDICATED -DY-WHITE -LINEJ - OA - 
 - SOLID: DACKGROUND - ARE- DELIVERED - IMMEDIATELY: FROM ° 
 
 -OUR-WAREHOUVES- AAD - DY- DEALERS:- 
 - INDICATED - DY -CROSUED : DASHED - LINES- ARE -HORIZON TALLY - 
 PIVOTED? 271NCHED = ADO E CLEARS = 32 
 
 - VEN TILATORD - 
 
 BOBS SZABO Oi 
 
 “GLASS *OCCUR «IN > STATIONARY - PORTION - OF - WINDOW - ee 
 . IN-VEATILAXTORO - THESE: DIMENSI oe “WOE + REDUCED be IN 
 - ALONG TOP,S-AND- DOTTOMS «XAD «1 “INCH -ALONG - SI noe 
 
 ° TRUOCON - STEEL: WINDOWS ee “COMBINED “SLO =T ILE 
 2 OPENINGS « OF -ANY- WIDTH - DY-MEXAS + OF - TRUSCON -STANDARD ° 
 * MULLIONS«+ + ALL - TYPES - SHOWN - ARE - PUNCHED- FOR -MULLIOADS -*° 
 
 ° TO-ODTHIN - WIDTH - OF - OPENING > ADD- 2-1NCHED - FOR - EACH - 
 - MULLION - REQUIRED - 
 
 TRYUSSON 
 
 TRUSCOM-HORIZONTALLY PIVOTED - WIADOWS: 
 
 TROSCON: STEEL: COMPANY? 
 
 ¢ STOCK: AND: STANDARDS 
 
 PdOL igo 
 
 YOUNGSTOWA: OHIO * 
 
 [ page 8 ] 
 
ERSUSS CON a5 1B 
 
 COMViE RV AS NEY 
 
 Ve OSWONEG ele VV Ne, 
 
 Opis 10) 
 
 DIMEN SION 
 
 HEAD: 
 
 WwoeKk VAIES WITA ae, ISNe 
 
 ° 
 
 STEEL 
 
 | DIMENSION 
 
 ° JAM? 
 
 eSAM Pe 
 oTYPICAL DETAIL FOR INDUSTIAL WopKe 
 
 Sue 
 °OTME TYPES OF CONST eUeTION OPPIONAl-e 
 
 OIE MCIAE 
 
 ea 
 
 ‘cone pete 
 
 {\ 
 
 MOLLIONS 
 & 
 
 TA 
 
 ~ 
 WINDOW 
 
 oSAMPe 
 eTYPICAL JAM FOR MULTIPLE OOS 
 
 (DIMENSION 
 
 { window 
 
 oSAMIDe 
 OSE IF CLZARCANCE AT JAMB [5 DESICEDe 
 
 wn eee 
 
 ; eonepes 
 
 FOG a ANGLE —#tOT FORMISAED 
 
 PY 7-S.¢o. 
 2" BMOLES APooT 2!o" 
 ¢ TO ¢ BY OARS - 
 CLAMP @ *Z0-JO DAMS AIR 
 CESS WIA Aoy 
 
 Lb 
 
 DIMENSION 
 
 -AEAD- i: 
 
 baad ee OVEISLAP SASA AT LEAST ae 
 
 Not FORNISAED 
 py | D. co. 
 
 & HOLES APOUT Z‘o" 
 ERE PY pl ac 
 
 u 
 CLAMP & *ro46 CHM.SH 1h 
 — spe Bese oy 
 
 bee ze eget 
 
 DIMENSION 
 
 yout ian DM; 
 ° OF SOtE SAS ee les = 0 
 
 __ WINdow 
 . DIMENSION 
 
 ie We cues ain & *\A-7Ox 
 FAMS: BY TS-CO 
 
 7p" NUTS 
 
 2 Sil 
 
 eDADA 
 
 Het FulesHISAED 
 GENE YE WSS) 
 
 See 
 
 e CAST IN PLACE Of% PRECAST < 
 
 (GO NERIAINY 
 
 See SSE ger Oe 
 
 pero A OAR er Allo— 
 
 ‘TROUSCOA- STEEL: WINDOWS: 
 
 USCON 
 
 STEEL WINDOWS 
 
 T 
 
 TeoscoxA STEEL COMPANY ° 
 
 “SILL- 
 
 °SASH ATTACHED TO CAANNEL FLANGre 
 
 pa 
 
 JOLY-1926 | 
 
 youuHe STOW, OAIO. 
 
 [ page 9 ] 
 
ERECTION “OF “TRUSCON PLVOTED Simbel, Waltepioay ss 
 
 ETAL LATA’ 
 
 aE, 
 iM 
 
 dD Of JAM: 
 
 ofA EX 
 BACK Siete Nae STUCCO ON METAL LATA 
 
 L WINpbow 
 DIMENSION 
 y DIMENSION 
 
 JAM: “SAEAD OF JAMP> K Of JAM 
 JO LEAVE VENT CliAleancre eDETAIL FO TEMPORARY STIUCTUCE> e ABTAL LATA WITA sae-aTawte- 
 
 VERTICAL | 
 Pare 
 
 INTERSECTION OF ALL AOEIZ 
 
 Sener ee Se 
 Al M 
 
 TATE PlOee Jol ape 
 
 Pasa 
 “TA TOSCO ION ae 
 
 00D TRIM AT ABAD & JAMBS = 
 
 3 DIMENSION 
 VENT I Lato 
 DIMENSION 
 
 Bas 
 - Sine as 
 —LESG OF MULLION 
 SAOULD BE CUT ej 
 OFF AT woo ees: 
 pice ae 
 
 oFoe CONCRETE Of BRICK CONSTRUCTION: -foe ANY TYPE OF FAME CONSTICUCTIONs eSTUCCO CONTINOOUS AT AFAD & JAMPS-> 
 
 TC) AO) sae WGI FOO 
 
 ur SCALE a"= 4 “Olu. 
 
 | —TYPICAL INSTALLATIOA DETAILS — 
 
 TRUSSON) - TRUSCOA: STEEL WIADOWS~ | 48%. 
 
 TROSCON STEEL COMPAAY-= YOONG STOWN, OA10 
 
 [nace 1(1)] 
 
Trees CO Note EL aGOM PANY, YOUNGSTOWN, Ona © 
 
 CONSTRUCTION 
 DETAILS 
 
 Roller Bracket at 
 1 Head of Ventilator. 
 
 Glazing Clips—Truscon 
 stock windows are 
 glazed from the inside. 
 Glass must be embedded 
 in putty to avoid direct 
 contact with steel. The 
 spring steel wire glazing 
 clips are then put in 
 place, as shown, and the 
 face putty applied. Use 
 only steel sash putty. 
 Ordinary putty will not 
 do. 
 
 2 Spring Steel Wire 
 
 Double Contact 
 Weathering at Head. 
 
 Double Contact 
 Weathering at Jamb. 
 
 Solid Steel Pivot with 
 Removable Pin. 
 
 Dovetail Mitre Joints 
 at Muntin IJntersec- 
 tion. 
 
 Heavy, Close- fitting 
 Jamb and Sill Sec- 
 tions. 
 
 Cam Acting Push Bar 
 — This is standard 
 equipment for ventila- 
 tors easily accessible 
 from the floor. The 
 lower edge of bar is 
 notched to engage edge 
 of weathering member 
 at bottom of ventilator 
 and hold it open at any 
 desired angle. The ven- 
 tilator is securely locked 
 by folding push bar 
 back against sash and 
 engaging in the cleat, 
 as shown. 
 
 On avn Ww BB &W 
 
 and Chain—The grav- 
 ity cam latch is tapped 
 to bracket at sill of ven- 
 tilator and securely held 
 with a locking nut. A 
 pull of the chain releases 
 the cam latch and opens 
 ventilator, which is held 
 in any desired position 
 by engaging chain in 
 chain hook attached to 
 window. The chain 
 passes through the roller 
 bracket at head of venti- 
 lator as shown. 
 
 9 Gravity Cam _ Latch 
 
 Spring Latch and 
 
 10 Chain— The spring 
 latch is bolted to the sill 
 angle bracket which is 
 securely riveted to sillof 
 ventilator. The chain 
 passes through the rol- 
 ler bracket at head of 
 ventilator. A slight pull 
 on the chain releases the 
 latch and opens ven- 
 tilator, which is held in 
 any desired position by 
 engaging the chain in 
 chain hook. 
 
od a 
 
 TRUSG@ 
 
 Manufactures a Complete Line of 
 
 STEEL WINDOWS AND DOORS 
 
 @ 
 
 STOCKED IN TRUSCON WAREHOUSES 
 
 Standard Steel Casements 
 Pivoted Steel Windows 
 Utility Steel Windows 
 
 Copper Steel Basement Windows 
 (Galvanized if desired). 
 
 Stock Type Steel Doors and Frames 
 Pressed Steel Lintels 
 
 ¢ 
 
 DELIVERY FROM FAC RORTES 
 
 Double-Hung Steel Windows, (Counterweighted) 
 Continucus Steel Windows 
 
 Mechanical Operators for Steel Windows 
 
 Top-Hung Continuous Windows and Mechanical Operators 
 Pivoted Steel Windows with Mechanical Operators 
 Architectural Projected Windows 
 
 Commercial Projected Windows 
 
 Donovan Awning-Type Windows 
 
 Pressed Steel (Powerhouse Type) Window Frames 
 Airplane Hangar Doors (Straight and Curved Track Type) 
 Industrial Type Steel Doors (for large openings) 
 
 Vertical Lift Steel Doors 
 
 Vertical Lift-Swing Steel Doors 
 
 Vertical Folding Steel Doors 
 
 Fire Department Steel Doors 
 
 Form 129-10M-11-28