Loading...
Specifications RECEIVED Ai!• 0 2 701? CITYOFTIGARD - BUILDING DIVISION (• 6 v (E) CONCRETE DECKING 1.5" EMBED i ' i I , 2.5" VERTIGO ✓. CONCRETE WEDGE f 'i: ANCHOR. (4) PER UNIT CITY OF TIGARD . 3/8 "ALL AppLOVed .�.�:�� /.... r THREAD ROD Conditionally Approved [ ] See Letter to: Fol low [ ] Att. ched . ] Permit Number: — 'i r Addres 0 220 15re — g 14›— By: . -101 Date: A» r if Approved plans • EQUIPMENT shall be on job site. EQUIPMENT SUPPORT OFFICE COPY I=1 II u �. 111LIi� 1 .UNIT TO BE HUNG WITHIN 12" OF STRUCTURE 0 EQUIPMENT HANGING DETAIL SCALE NOT TO SCALE P ) i ?owers Vertigo' PRODUCT INFORMATION FASTENERS D m Vertigo Rod Hangers f PRODUCT DESCRIPTION SECTION CONTENTS Page No. > Vertigo is an all steel threaded fastening system for suspending steel threaded General Information 1 0 Z rod vertically overhead in pipe hanging, fire protection, electrical conduit and cable -tray 70 P1 applications. Vertigo are available in three versions which can be installed in a variety of Installation Specifications 2 " base materials including steel purlins; bar joists and - beams wood frame columns and Material Specifications 2 r beams, as well as concrete ceilings, beams and columns. Performance Data 3 Steel threaded rods in 1/4 °, 3/8' and 1/2" diameters can be vertically suspended with Vertigo. In wood and steel base materials, Vertigo is also offered in a side mount style Ordering Information 6 for lateral installation of 1/4' and 3B' diameter steel threaded rods onto joists, columns and overhead members. For all steel and wood Vertigo fasteners, a universal Vertigo Socket Driver is recommended to provide proper installation with a screw gun or hammer drill. Concrete Vertigo fasteners should be installed with the appropriate size standard drive ;� r sockets and adjustable torque, battery powered screw gun or hammer drill. GENERAL APPLICATIONS AND USES Steel Vertigo • Hanging Pipe and Sprinkler Systems • Suspending Conduit and Cable Trays • Lighting Systems and Overhead Utilities • HVAC Ductwork and Strut Channels • Suspended Ceilings • Mounting Security Equipment �'� : • FEATURES AND BENEFITS + One,system for all rod hanging applications in steel, wood and concrete + Ease and speed of overhead installation +_lower in -place cost, when compared to beam clamps, lag bolts and dropins =' + Steel and wood Vertigo can. be installed with a screw gun or hammer drill + Concrete Vertigo can be installed with an adjustable torque, battery powered screw gun - orhammer drill Concrete Vertigo +`Side mount versions available fdtsteet and wood Vertigo (Wedge - Bolt OT) + The universal socket can be used for the steel and wood Vertigo APPROVALS AND LISTINGS ANCHOR MATERIALS Factory Mutual Research Corporation (FM Approvals) File No. J.I 3015153 Underwriters Laboratory (UL) File No. EX 1289 (N Zinc Plated Carbon Steel GUIDE SPECIFICATIONS ROD/ANCHOR SIZE RANGE (11%) CSI Divisions: 03151 - Concrete Anchoring, 05090 -Metal Fastenings and 06060 -Wood 1/4' to 1/2° for.Steel Connections and Fasteners. Rod Hangers shall be Vertigo anchors as supplied by Powers 1/4° to 1/2" for Wood Fasteners, Inc., Brewster, NY. 1/4" to 1/2' for Concrete RECEIVED SUITABLE BASE MATERIALS Steel Purlins and Eearns AUG 0 2 ?'? ? Wood and Timber Normal - .weight Concrete CITY OFTIGARD Structural Lightweight Concrete B DIVISION Hollow Core Concrete Flank 1 www.powers.com Canada: (905) 673 -7295 or (514) 631 -4216 Powers USA: (800) 524 -3244 or (914) 235-6300 ?owers FASTENERS PRODUCT INFORMATION Vertigo' . -1 INSTALLATION SPECIFICATIONS Q vl Steel Vertigo ZO Point Style #3 #5 Installation Guidelines 4 I Self Drilling Range 0.036" (20 gage) — 0.188" (3/16 °) — when installing Vertigo aQ A ' 4 , = Z 0.188" (3/16") 0.500" (1/2 ") fasteners eye protection , • •. , • , �.: •, • W Q Screw Size (UNC) • -- 1/4'-'20 thread - 1/4:20-thread should be worn-as a ; ••: • ' •: • ••• 13/64 13/64 safety precaution. c e e ei • Root Diameter (in.) . Thread Length (in.) 1-3/16" (1 -1/2 "screw) 31/32" (1 -1/2 "screw) if pre dri!l,ngisrequ :red . • . .. (cena'n types of s.ced Flange Thickness (in.) 1/16 1/16 truss .00d lest and at it Drill Speed (RPM) 500 -1,500 500 -1,500 concrete base materials), select the recommended trust .a:th un,xrssI steel rid :.;s„ sctset. 60 o't y and diameter. For ConcreteVcrigo only, dui to the appropriate ernoedrent dept% adc'ng at least one d'arreter (1/4 • to 112 ") to the drilling Wood Vertigo depth to pm - it the tip of the fastener from n.rning Screw Size 1/4° Thread Forming 5/16° Thread Forming into a deed e. *,d at tn" ear of the armor cote. Select the appropriate Concrete Pre -drill Diameter (in.) 1/8 1/8 socket dn, for the :1.•:I • (if required) anchor sre and type to be • � : Point St T ype 17 Type 17 insta!Iec and rrcurt into . ' Root Diameter (in.) 3/16 7132 ' crts.d o- irs:al!at,en :cot Thread Length (in.) Screw length less 5/16 " Screw length less 5/16 Insert the 'Imp fastner _ _ into the socket drF,e; and ' - Flange Thickness (in.) 1/16 1/16 ins:al perpend•cular to the Install :.rd unversel st: l ari ... ticket, base material suface. Drue the fastener •., a smooth steady mot on L Vertigo Couplings (Steel & Wood) until the coupling is frrmt seated aganst the 114° 318" 1/2° 1/4' 3/8" sarface of the base material. Coupling Size and Type Vertical Vertical Vertical Side Side Thread the apcopriate Steel Thread Size (UNC) 1/4 - 3/8 -16 1/2.13 1/4.20 318.16 diameter steel threaded ,a+ Thread Depth (in.) 3/8 3/8 3f3 rod or th•eaded bolt into ' P (th o ugh) (through) the coupling The threaded _ Width (flat to flat) (in.) 5/8 5/8 5/8 5/8 5/8 rod or bolt sherld f,r:ly engage the thread length • Height (in.) 13/16 13/16 13/16 _ 13/16 13/16 of the ccupl:ng or a 1 , se•tical meet fas:err. The threaded rod or Concrete Vertigo (Wedge -Bolt OT) threaded portion of the Rod Diameter /Anchor Size 1/4" - 3/8° 112" to% can pass thro:;gh coupling ct a s4e Wood ANSI Drill Bit (in.) 114 1/4 3/8 roe nt fa: erer• T� ==t Overall Screw Shank Length 1 -1/4 1 -1/2 2 -3/4 ~�`"'� ........ Anchor Thread Length (in.) 1-1/8 1 -3/8 2 -1/2 kn it ard Pm isms . , _ ' StR' Vertigo saor d _J�- Root Diameter (in.) 15/64 15!64 23/64 te ;nra_d wrr, a Coupling !Washer Height (in.) 27164 9/16 53164 ratetrg - Integral Washer 0.0. (in.) 31164 39/64 31/32 Coupling Thread Size (UNC) 1/4 -20 3/8 -16 1/2 -13 ;1 Coupling Thread Depth (in.) 3/8 112 3/4 Socket Driver Size (in.) 3/8 1/2 11/16 'wall with appropiate sized =xete sacker. MATERIAL SPECIFICATIONS Steel and Wood Vertigo Concrete Vertigo (Wedge -Bolt OT) Component Component Material Component Component Material • Screw Body AISI 1018 -1022 (Case Hardened) Anchor Body Case Hardened 10821 Carbon Steel Coupling AISI 1018-1022 (Case Hardened) Zinc Plating ASTM 8633, SC1, Type III (Fe/Zn 5) . Zinc Plating ASTM B633, SC1, Type III (Fe/Zn5) d Powers USA: (800) 524 -3244 or (914) 235 -6300 Canada; (905) 673 -7295 or (514) 631-4216 www.powers.com 2 r - Powers Vertigo" PRODUCT INFORMATION FASTENERS D m - PERFORMANCE DATA Z = Steel Vertigo - Ultimate Tension Load Capacities when Installed in Minimum ASTM A 36 Steel (Beams) = D and ASTM A 572 Steel (Purlins)" ,: 0 Z Anchor Mount Screw Minimum Steel Gage (Thickness) XI n Size/ Direction Shank Size - - - I/1 --Kid- _. _ - ._ _._ -_ -arid .,20..___ _.-18 _. _- .. - •- -- --16 - -. 14 -- --12• - -- ._ 3 - - •- /16 " - -- 1/4-- . • r Diameter . F' Ror Len n h h g - _ 0.036° 0.048° 0.060" 0.075" 0.105° 0.187° 0.250° in. lbs. lbs. lbs. lbs. lbs. lbs. lbs. (mm) (kN) (kN) (kN) (kN) (kN) (kN) (kN) Vertical 1/4.20 x 1' (w /nut) 1 550 1.550 1,775 1,775 2,050 3,850 . (7.0) (7.0) (8.0) (8.0) (9.2) (17.3) 1/4 • Vertical 114 -20x1 405 620 985 1,160 1,560 3,205 5,040 (6.4) - (1.8) (2.8) (4.4) (5.2) (7.0) (14.4) (22.7) Side 1/4 -20 x 1' (w/nut) 15t) 1,550 1,775 1,]75 2,050 3,850 17.0) (7.0) (8.0) (8.0) (9.2) (17.3) Vertical 1/4-20 x 1' (w/11110 1 550 1,550 1,775 1,775 2.050 3,850 (7.0) (7.0) (8.0) (8.0) (9.2) (17.3) Side 1 / 4 -20 x 1 -112' 1,550 1,550 1,775 1,775 2.050 3,850 3/8 (w/nut) (7.0) (7.0) (8.0) (8.0) (9.2) (17.3) (9.5) Vertical 1/4 -20 x 1 -IR" 405 620 985 1,160 1,560 3,205 (1.6) (2.8) (4.4) (5.2) (7.0) (14.4) Side 1/4 20 x 1.1R' 405 620 985 1,160 1,560 1,965 _ (1.8) (2.8) (4.4) (5.2) (7.0) (8.8) Vertical 1/4-20 x 2' (wlnud 1(751)? 1,550 1,775 1,775 2,050 3,850 (7.0) (7.0) (8.0) (8.0) (9.2) (17.3) _ Vertical 12-20 x 1.1/2 495 710 920 1,560 2,050 3,280 5,040 1/2 (2.2) (3.2) (4.1) (7.0) (9.2) (14.8) (22.7) (12.7) Vertical 12 -2 1.550 1,550 1,775 1,775 2,050 3,850 (7.0) (7.0) (8.0) (8.0) (9.2) (17.3) 1. For Steel Vertigo leaded perpendicular to threaded rod (shear) the ultimate load capacity for the endtcr is 1.965 lbs in nominal 20 gage steel (0.036'). 2. Steel Vertigo are recornmended to be installed with the Universal Steel & Wocd Nut Driver. Wood Vertigo - Ultimate Tension Load Capacities when Installed in Wood Base Materials (Structural Wood and Timber)tz Anchor Mount Screw Embedment Wood Member (Type) Size/ Direction Shank Size Depth Rod and Fir Pine. 5' rues Diameter Length P in. in. lbs. lbs. lbs. (mm) (mm) (kN) (kN) (kN) . 1/4 Side 1/4 x 1' (25.4) (38) (2.9) (2.9) . (6.4) Vertical 1/4 x 2' 2 1,510 1,510 1,510 (50.8). (6.8) (6.8) _ (6.8) Vertical 1/4 x I' 1 685 650 650 (25.4) (3.1) (2.9) (2.9) Side 114 x 1' 1 685 650 650 (25.4) (3.1) (2.9) (2.9) . Vertical 1/4 x 2" 2 1,510 1,510 1,510 (50.8) (6.8) (6.8) (6.8) 2 1,800 1,800 1,800 • 3/8 Side 1/4 x 2' (50.8) (8.1) (8.1) (8.1) (9.5) 3 2,075 1,510 1,510 Vertical 114x3' (76.2) (9.3) (6.8) (6.8) - Vertical )/4 x 4' 4 2,075 1,510 1,510 (101.6) (9 :3)' (6.8) (6.8) Vertical 5/16' x 2.1R' 2 1/2 2,670 3,110 3,110 (63.5) (12.0) (14.0) (14.0) Side 3/8' x 2 2 1/2 1,450 1,530 1,380 (63.5) (6.5) (6.9) (6.2) 1/2 Vertical 5116' x 2-1/2' ical ' 2 1/2 2,670 3,110 3,110 (12.7) ' (63.5) (12.0) (14.0) (14.0) • - - - 1: Truss/)oat mamrfa;turers may require pre- drilled holes with wood depending on the location of the anchor installation: Cansuh with the truss/joist men facarer for details. ` 2. Wood Vertigo are recommended to be Installed with the Universal Steel & Wood Nut Driver. d 3 www.powers.corn Canada: (905) 673 -7295 or (514) 631 -4216 Powers USA: (800) 524 -3244 or (914) 235 -6300 ?owers. FASTENERS PRODUCT INFORMATION Vertigo . ., J PERFORMANCE `DATA- - -. : - ' _ _ . , : .. Q N Concrete Vertigo - Ultimate Load Capacities when Installed in Normal- Weight Concrete" - rg 2 . ° •. Anchor Mount Screw ANSI Embed. Minimum Concrete Compressive Strength (f Q . = Size! Direction Shank Drill Bit Depth 2.000 psi (13.8 MPa) 4,000 psi (20.7 MPa) 6,000 psi (41:4 MPa) V Z ' Rod Dia. Size Diameter .. - -- • ` " - • - - _ _ and - -- da: - h;: - Tension Shear Tension • Shear - Tension - - Shear 2 Q -- i in. Length in. in• lbs. lbs. lbs. lbs. lbs. lbs. l (mm) (mm) (kN) (kN) (kN) (kN) (kN) (kN) • 1/4 1 -1/4 1,390 1.810 1.950 2.440 2,070 2,570 (6.�) Vertical 114 "x11 /4" 1/4" (3181 46.3) (8.11 {8.8) 111.0) (9.31 (11.61 3/8 Vertical 1 /4 "x 1 1/2° 1/4° 1 - /2 1,760 2,580 2,595 2,640 2.770 2,700 / (9.5) (338.1) (7.9) (I1.6) (11.7) (11.9) (12.5) (12.2) 1/2 Vertical 318 ° x23!4" 3/8" 2-3/4 5,320 5250 6,050 6.330 8,620 7,410 . (12.7) (69.9) (23.9) (23.6) (27.2) (23.5) (38.8) (33.0) I. fie values fisted ebcve are rdtima :e load capacities w #if shculd ie .reduced by a minimum safer; fatter of 4.0 or greeter to ,ete: 're the allowable working load. L tle ar interpolation may be used tc detecmine ultimate loads for Liter, edlate nor pressR2.suencth . Concrete Vertigo - Ultimate Load Capacities when Installed Through Metal Deck into Structural Lightweight Concretes" Lightweight Concrete Over Minimum 20 Ga. Metal Deck Anchor Size Embedment fi a 3,000 psi (20.7 MPa) Rod Diameter Depth Minimum 4 1/2° Wide Deck d hv Tension Load at 45° • in. in. lbs. lbs. (mm) (mm) (kN) (kN) 1/4 1 -1/4 800 1,140 (6,4) (31.8) (3.6) (5.1) 3/8 1 -1 /2 1.780 1,500 (9.5) (38.1) (8.0) (6.8) 112 2 -3/4 3,880 2,920 • (12.7) (69.9) (17.5) (13.1) 1. the values Iia,ud eba..e are ul•,:mare and a0owuble load capacities tar Yenigo rod hangers installed it sand4"rhrrelent concrete. 2. the meal dent shall be minimum r1o. 20 gaga thick steel ((0.035 -inch base metal drickacess (78 rem)) con soAiiM A 553/A 653M. 3. A6 vahle loads ca .bcides are calculated song an a,.Ged sasar/ factor of 4.0. 4. The tabulated load values are for endears instated with a minimum lute edge distance of 1 1/2 4tch. 5. Allowable loads for anchors to resist shorwarm (cads such as earthquake or viod maybe increase: by 33 -1/3 percent Tot the duration el the load where permitted by code. Concrete Vertigo - Ultimate Tension Load Capacities when Installed in Hollow Core Concrete Plank'°' Anchor Mount Screw ANSI Embed. Size/ Direction Shank Drill Bit Depth Center Center Rod Dia. Size of Web of Core Diameter and d hr in. Length i in. lbs. lbs. (mm) (mm) (kN) (kN) 1/4 V 114 ° x 1 114 114° 1 - 1/4 2,775 1,920 (6.4) (31.8) (12.3) (3.5) 3/8 Vertical 1/4 ° x1 -1/2' 1 /4' 1-112 3.700 2,570 (9.5) (38.1) (16.5) (11.4) is Vertical 318" -314" 318° 2.3/4 8,240 3.480 (12.7) (59.9) (36.7) (15.5) I. Tabulated load values are for anchors ins-idled cn 8•inch•tvct halt yr core plank with miiimum t :mpressire suengh of 5.000 pat at the time of installation. The 4' a 5' normal-weight concrete members features include 1.112' cover above and below corns and a minimum web thickness of 1.112'. 2. Depending on fastener application and governing building code, ultimate load capacities should be seduced by a minimum safely factor 10 determine the alowable v.s■king load. NFPA 13 Fire Protection requirements are 5 times the weight of the Gquid (water) filled pipe plus 250 lbs. Consult the cngi^eer of record. • d Powers USA: (800) 524-3244 or (914) 235 -6300 Canada: (905) 673 -72.95 or (514) 631 -4216 www.powers.corn 4 - Powers Vertigo" PRODUCT INFORMATION FASTENERS A E PERFORMANCE-DATA - _ - - • 2 n Steel Vertigo - Ultimate Load Capacities for Factory Mutual (FM Global) and Underwriter's 2> Laboratories (UL) Listings' - 0 2 Catalog Anchor Mount Screw Shank Size Point Maximum UL UL FM FM • 44 A; . Number Size/ Direction and Style Pipe Minimum Test Minimum Test 22, Rod Dia. " "" ` Length - " Size - ' Steel .... Load ` " ' "Steel "Load Thickness Thickness in. in. in. lbs. in. lbs. (mm) (mm) (mm) (kN) (mm) (kN) 7158 Vertical 114 -20 x1" #3 4 0.060 1,500 0 "096 1,475 (101.6) (1,5) (6.8) (2.4) (6.6) 7184 Side 1/4.2011 1° ;3 4 0.060 1.500 0.096 1,475 (101.6) (1.5) (6.8) (2.4) (6.6) 7160 Vertical 114.20 x 1 -112" ti3 4 0.060 1,500 0.096 1,475 (101.61 (1.5) (6.8) (2.r) (6,6) 1186 3/8 Side 114.20x112 °3 4 0.060 1,500 0.096 1,475 (9.5) (107.6) (1.5) (6.8) (2.4) (6.6) 7154 Vertical 12-20 x 1-112" n5 4 0.060 1,500 0.096 1,475 (101.6) 0.5) (6.8) (2. -1 (6.6) 7188 Side 1/4-10 x 2' ;3 4 0.060 1,500 0.096 1,475 (101.6) (1.5) (6.8) (2.4) (6.6) 7201 Side 12-20 01-1/2 g5 4 0.060 1,500 0.096 1,475 (101.6) (1.5) (6.8) (2:4) (6.6) 7161 12 Vertical 12 -20 x 1.1/2" }5 8 0.250 4,050 0.250 3,800 (12.7) "� (203.2) (6.4) (13.2) (6.4) (17.1) I. Steel Vertigo anchors are recommended to be instate. vith tie Urieersal Sreel & Wood Nut Drive:. For IA and FNl liss6ecs. Steel Vertigo must be insalied with a retaining nut. Wood Vertigo - Ultimate Load Capacities for Factory Mutual (FM Global) and Underwriter's Laboratories (UL) Listings' Catalog Anchor Mount Screw Shank Size Embedment UL UL FM FM Number Size/ Direction and Depth Maximum Test Maximum Test Rod Dia. Length Pipe Load Pipe Load Size Size in- in. in. lbs. in. lbs. (mm) (mm) (mm) (kN) (mm) (kN) • 7165 Vertical 1/4 x 2° 2 3 1.050 - (50.8) (76.2) (4.7) 7170 Side 1/4x 2 3 1,050 (50.8) (76.2) (-1.7) - 7167 Vertical 1/4 x 3 " 3 3 1,050 - - 3/8 (76.2) (76.2) (4.7) 7169 (9.5) Vertical 1/4 x4" 4 3 1,050 , - _ (101.6) (76.2) (4.7) 7162 Vertical 5116 "x2 -12" 21/2 4 1,500 4 1,475 (53.5) (101.6) (5.8) (101.6) (6.6) 7156 Side 5116" x 2 -112" 2 12 - 4 1,500 - (63.5) (10.1.6) (6.6) I. :vcod Vertigo anchors are recommended to be Installed iiith the Ueieg.•sol Steel & Wood f,ut Drher, :1,7.m-drill 'NZ$ done In the wood bete materials. Concrete Vertigo - Ultimate Load Capacities for Factory Mutual (FM Global) Listings' Catalog Anchor Mount Screw Shank Size ANSI Embedment FM FM Number Size/ Direction and Drill Bit Depth Maximum Test Rod Dia. Length Diameter Pipe Load d,i, Size in. in- in. in. lbs. 7173 3 / 8 Vertical 1/4" x 1.12" 1I4" 1 4 1,475 • - 0.51 (38.1) (101.5) (6.6) /1 i� 12 Vertical 3/11° x 1 -314" jl8' , 2 ]la 0 7,706 (12.7) (69.9) (203.2) (17.1) - 1. fabulatad toad vatoes for anchors Installed In 8 inch thick hollow role plank wdth mir:'mum co:np:eisfve strer.g h of 4,000 psi at the time ofInstaliallen. Teti x 6' nonnal:weighrconaete • reenters features irdude 1 - I;2 • cover above and below (ores and a minimum web thickness of 1 • IR d 5 www.powers.com Canada: (905) 673 -7295 or (514) 631 -4216 Powers USA: (800) 524 -3244 or (914) 235 -6300 ~Powers FASTENERS PRODUCT INFORMATION Vertigo`' ORDERING INFORMATION J 1 1 0 Steel Vertical Hanger ( #3 for Purlins, #5 for Beams) o Rod Screw Shank Point Self Drilling Std. Std. Q = • Cat. No. Dia. Size and Length Style Range Box Ctn. u 7155 1/4 1/4.2O 1` #3 100 500 V Z. 7157 3/8 1/4 -20 x 2" #3 0.036' (20 gage) IIIIMINWEIN , Mk 7158 3)8' 1/4.20 1" (w /nut) #3 to „ „ = �-� W Q 7159 318' 174 -20 x 1 -1/2" #3 0.188" (3/16') wan r (_. � .,.. .. ,.'_ _ `S 7160 .318' 1/4.20 x 1 -1/2" (wlnut) #3 0 10 , . 7152 1/4' 12.20 x 1 -10" e5 100 500 7154 3/8' 12 -20x 1.1/2" (wlnut) #5 0.188' (3(15 ") to i , it 7161 112" 12 -20 x 1 -1 /2" (w /nuU #5 0. (tR °) 110 00 Steel Side Hanger ( #3 for Purlins, #5 for Beams) Rod Screw Shank Point Self Drilling Std. Std. Cat. No. Dia. Size and Length Style Range Box Ctn. 183 1 4' 14- 0 x 1" a 0.036 a0 a e 100 500 1 /• -Zr a ' w /nut) ® 9 S) 10, „ . MEM /8 114 -2 x -1 � to 100 �� ` . ±-7^ fI EMIFIL i w nut/ 0 (3116') ra �ICIo 1 - 0x - �' WEE 1...... .. Iliaii 0.183 (3116") to ilmMi - 4 ��- •-..-" 01 J8' 12 -20 x -1 2 wlnut p 0.500" (1/2) 1 Of Wood Vertical Hanger Rod Screw Shank Point Pre -Drill Diameter Std. Std. Cat. No. Dia. Size and Length Style (If Required) Box Ctn. 7163 1/4" 1/4" x 2" Tyoe 17 100 500 ' 7203 318' 1/4" a 1" Type 17 100 500 9r • ..„_, -- 7165 3/8" 1/4" x 2" Tyoe 17 100 500 �- ^fir^+ --- ' 7167 3/8" 1/4' x 3" lyoe 17 1/8" 100 5 , !e►. 7169 318' 1/4" x 4" Type 17 100 500 _ 7162 318' 5/16" x 2-1/2' , Tyce 17 100 500 7164 - 1/2" 5/16" x2-112" Type 17 100 500 Wood Side Hanger Rod Screw Shank Point Pre -Drill Diameter Std. Std. Cat. No. Dia. Size and Length Style (If Required) Box Ctn. 7185 1/4" I/4" x 1" Tyoe 17 100 500 11+11) We 7205 318" va" x 1" Type 17 118' 100 500 7170 3/8' 1/4" x 2" Type 17 100 500 W i — r' -- isf 7156 - 3/8" 5/16" x 2 -112" Type 17_ 100 500 .+•- .--•-' Concrete Vertical Hanger Rod Screw Shank Thread Pre -Drill Std. Std. Cat. No. Dia. Size and Length Style Diameter Box Ctn, 1173 3/8' 1 /4" x 1 -1 /2' Wedge -Bolt 01 114° ANSI 100 500 ' '' we v -.i-a" ,- - .. -. ,, .. , For side n:acrt concre:e pi cators u:e Cstaleg h'zrt:ar 7185 and 7 i 10 u:tfi a 1:4 A(.SI Crll t1. Drive Sockets and Pole Tool Std. Std. . Mil — — Cat. No. Description RPM Box Ctn. 7166 6' -12' Pole Tool (includes three law Chuck/ N/A 1 t 7187 " Concrete & Wood Socket (Red) 500 to 1500 RPM 5 25 1/ 7195 1 /4" Conn crerete Socket (Blue) - 5 25 7197 3/8" Concrete Socket (Blue) - 5 25 Concrete Vertigo Installation Accessories lion Maximum Std. Wt./ Cat. No. Description Bit Length Box Each 1/4" and 318' Concrete Drive Sockets (Blue) 5864 Universal Steel & Wood Socket (Red) 6" 1 3/4 Sleeve Assembly (same as Coat' 5874) 5874 Sleeve Assembly 6' 1 • _ • Cat. No. Description Usable Length Std.Tube WtJ10 0115° 5860 1/4" x 4-1/2' Straight Shank Drill Bit 3' 5 1/2 } - • 5866 Hex Shank SOS Drill BitStraight Shank Drill Bit 4' 1 1/2 - is12011 Fusers Faste "a•s, Ir c All B gtas Reszned. tiers go v a rcg`ste-c.: tGema'k or F.v.ers Taste-VS, frc. F:• tte most mrent poduct nf: raat. pzase cm: u.w.i p' d Powers USA: (800) 524 -3244 or (914) 235 -6300 Canada: (905) 673 -7295 or (514) 631 -4216 www.powers.com 6 Titus REcENE 0 2 2012 CITYOF TIGARD BUILD/NGDIV SIGN Submittal Data July 18, 2012 JOB: Mckinstry Co CUSTOMER: MCKINSTRY CO PORTLAND, OR SUBMITTED BY: Air Commodities /Oregon KEITH YELTON 503 - 2386900 503 -238 -8764 (FAX) ALL STATED SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. Air Commodities /Oregon July 18, 2012 PC v4.06.87 BRAND: TITUS • TERMINAL Model: DTQP Actual Size SENSOR CODE: 3 - AEROCROSS LINER OPTION: 9 -FIBRE FREE CASING CONFIG: 2 -20 GA. LEFT HAND UNIT SIZE: 2 FAN BOX INLET SIZE: 08 FAN MOTOR VOLTAGE: C -277V DIGITAL CONTROLLER: 0000 -NONE ACTUATOR TYPE: 0000 -NONE MAX PRIMARY CFM: 600 MIN PRIMARY CFM: 250 FAN CFM: 250 CONTROL ACCT: 00 - NONE CONTROL ACC2: 00 -NONE CONTROL ACC3: 00 -NONE UNIT ACC1: B - HANGER BRACKET UNIT ACC2: UNIT ACC3: F -IND. AIR FILTER UNIT ACC4: 0 -NONE UNIT ACC5: 0 -NONE WATER COIL: 000 -NONE ELECTRIC HEAT TYPE: E92 -480V 3 PH 2 STEP KW: 5 ELEC COIL ACC1: D -FUSED DISC SWITCH ELEC COIL ACC2: 0 -NONE ELEC COIL ACC3: 0 -NONE ELEC COIL ACC4: 0 -NONE QTY WIDTH HEIGHT SYMBOL TAG 1 ALL STATED SPECIRCATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. T itus ' Submittal DTQP -1.0 03 -01 -11 \ , The Leader In Alf Ma11 emere DTQP Fan Powered Terminal, Parallel Flow Direct Digital Control, Pressure Independent - - 3 918- -N w H -- 1 M o o 8il4 m° o ' L i' 1 p ir �� • T A I1 I I;, D 11 o Ii r II I 1 •,tl� 11 I 1 • i1 1 II pd., Air inlet I I1 with MWrlpolnt j u -1 1 • o 0 0 Center Averaging K 7 '11 N Sensor r _ EZZ :L __ AL AL __ p1 P. h p 1 6 1 1.1 11 A • 11 11 8 4 � L- - - - - -L ,, t I t L —J T Q I Ndlread Atr / IW . 1 ` I Inlet t' • r —‘ , 11/4 -- L ^ , •• Left hand unit, top view shown. AU dimensions are In Inches. Right hand units are built as a mirror Image. Inlets, discharge, and control enclosure are opposite of the drawing above. Unit Size Inlet Size A B C D E F G :' , J K 1 . la' -,,,,. iii' ; ' N Filter Size f. €1., 0 5 ' /e 2 '/8 (93 6 7'/8 9'/8 2'/8 10 7 4 '/e 12 T 7 8 8 8 ° ! ,8 18 a/ ii Tie 2 14 2 8 11 2 40'! 8 2 / e 19 z 17 4 10 7 9' /e 4' /e 12 6 11 4' /e 14 10 13'/8 _ 6 '/8 10 7 9' /8 4'/e 12 8 11'/8 4' / 5 14 10 13'/8 6' /e 18 11 10'/18 24'/2 15'/e 17 16 9'/2 20 /e 14 3 48'/8 48 1 18 6 ' /e 27 x 20 12 8 11 — 4— 6 14 10 13'/8 6' /8 16 11 15 '/e 6' /e Motor Amperage Ratings Accessories (Optional) Unit Motor 120/1/80 208/240/1/60 277/1/80 ./ Ch ck g If provided. Size hp FLA FLA FLA .� Induced Air Filter, 1° thick, disposable © '/8 3.6 1.5 1.3 . construction type. 3 1, 5.8 2.8 2.2 0 Fan disconnect switch (not available on units 4 173 7.8 3.2 2.9 with optional electric coils.) 5 1 4 9.2 3.3 3.2 6 3 /4 12.3 6.3 5.4 ❑ Fibre Free Uner ❑ t Fiberglass Liner ❑ SteriLoc Uner ❑ 1° EcoShield Liner FLA = Full Load Amperage, as tested in accordance with UL 1995 ❑ h° EcoShield Liner ❑ }P EcoShield Uner (Foil Face) All fan motors are single phase, same voltage as electric coil (when ❑ ' 'A EooShield Uner (Foil Face) ME Hanger Brackets - supplied), with exception that 277 V motors are used with 480V, 3 ❑ Fan unit fusing phase coils (4 wire wye). ❑ . Cam Latch for Access Door DTQP -2.0 03 -01 -11 Accessories (Optional) ❑ Water Coil Section • 1/2" co r tubes °° o• . m o o • Aluminum a fins, 10 per Inch o . • Connections: solder, 5/8" for �= =-,r • both 1-row end 2-ro . ght hand I 1 connections only on left units. ;w• i� o °I • Left hand only on right hand u I► rt Il I I 1 • Galvanized steel casing .1.11_ _IL I 1 • Flanged duct connection. I t • Coll Is Installed at Induced air inlet 111111 . 1 I • .1 1 •I I ❑ 1 Row f • r t r - - � . i 1 ❑ 2 Row I r ' -r -Tli, • . 1 -- I p I u I u I I 0. R 1 I r 1 II II i L - --- - L -gy 1° Typ -I Q U — L.L - k S —M ---9— (Optional) Induced Air Filter locatio Unit Size M (1 row) M (2 row) R S ■ 2,3,4 1 1 17 15 5, 6 1 1 '/4 N 25 17 R and S are inside dimensions. J Electric Coil Section ❑ Optional SCR Controlled Electric Heater ❑ Optional Lynergy Controlled Electric Heater Standard Features .' • Single side access to low voltage, 91 high voltage, and electric heater controls. • Automatic reset thermal cutouts, one - i per element o 0 0 0 . [] 0 • Single point electrical connection for entire unit ` 1,--- - ir ' f,`'''" . f • Positive pressure flow switch — T "o P I I Heeler Redc • Flanged duct connection 3 i ii , i f.... I Cover • Coll Is Installed at discharge of unit = •; r--1- �" L 4 / 1 • ' • Transformer I I Options r k IJSI3 Block • J I 11 1, � 1•T isconnect switch, door r i - d i t !� 1 , terlock type I r T , 11 , 1 0 Manual reset cutout I • 1 7 i � o I l_ ❑ Dust tight construction 1 l' i i i I' ❑ Mercury contactors L L----- L —J f' Q _ Supply Voltage I r• ❑ 208V, 1 ph, 60Hz (Optional) Induced Atr Rlter location T ' ❑ 240V, 1 ph, 60Hz ❑ 277V, 1 ph, 60Hz Unit Size U R S T [], 3 ph, 60Hz • ' 480V, 3 ph, 60Hz (4 wire wye only) 2�3, 4 3'/2 14 11 2' /a 1J 5, 6 9 16'/2 14 3' /e R and S are inside dimensions. DTQP -3.0 03 -01 -11 General Description • Heavy steel casing, with leak • Adjustable SCR fan speed control • Pressure Independent primary resistant construction. with minimum voltage stop. flow control. • Dual density insulation, coated to • Bottom access panels can be • Single point electrical prevent air erosion, meet removed for service. connections. requirements of NFPA 90A and • Multipoint, center averaging • Rectangular discharge opening is UL 181. velocity sensor. designed for flanged duct • Energy efficient fan motor, • Primary air flow balancing connections. permanent split capacitor type, connections. mounted in vibration Isolators. • This submittal Is meant to demonstrate general dimensions of this product. The drawings are not meant to detail every aspect of the product. Drawings am not to scale. Titus reserves the right to make changes without written notice. M �b�� W {n1o1C4� �b tOaSiMamlmm/m�l7dlonbl h0� \rR9abs�EWLO0�m01rOelO,mel�4.s Ef�O�Oon�EnPlblR� �MIWIO�ha1b00•mlOrt•SoI�YE hn - • REC ID AUG 02 72i2 CITYOFTIGARD `I` i BJJ1LDIN3 DIVISION TERMINAL UNIT WEIGHTS YL -' o i!i,., *TIt U S I TQS Size 20 ga. Base Box w/ Pneumatic w /DDC or w /Electric Heat w/1 Row Coil w/2 Row Coil Controls Analog 2 145 +4 +9 +25 +9 +12 3 150 +4 +9 +25 +9 +12 4 155 +4 +9 +25 +9 +12 5 220 +4 +9 +30 +12 +17 6 225 +4 +9 +30 +12 +17 7 230 +4 +9 +30 +12 +17 TQP Size 20 ga. Base Box w/ Pneumatic w /DDC or w /Electric Heat w/1 Row Coil w/2 Row Coil Controls Analog 2 , 145 +4 +9 ( +25 +9 +12 3 150 +4 +9 +25 +9 +12 4 155 +4 +9 +25 +9 +12 5 220 +4 +9 +30 +12 +17 6 225 +4 +9 +30 +12 +17 i FLS Size 20 ga. Base Box w/ Pneumatic w /DDC or w /Electric Heat w/1 Row Coil w/2 Row Coil Controls Analog 2 113 +4 +9 +23 +10 +14 3 123 +4 +9 +23 +10 +14 4 +4 +9 +23 +10 +14 Install weight of unit: 174 Ibs Note: Weights are approximate. Actual weight may vary based on specific options selected. 10865 RECEIVED , AUG 0 2 2012 : I I 1 1 1 CITY OFTIGARD I I A. NEW DOORS T BUILDIr1GcDIVISION I DIMENSIONS A 1 / B. Olr l D" • — 01 j � - --- i NEW DOOR HI OTHER DOORS W , - � �` 1 1 .71,1 ► o''�ci GENERAL CEIL °t t + ! . � INSTALL SUSPI `.� (EXISTING) AFI ' I I 1 ._ i UI ' ° ! i I ,' -•. � ••. `` FOR SEISMIC j__; - -_I - -I ;- ! ! - - +— + - - - -- — ! % ° EQUIPMENT SE — "/ - ! i r �, � C. CENTER ALL F , ; SMOKE DETEC I j i _ ; , o ,• E ' _ 1 I I , - I • , , >•, CENTER OF 2: ;-: - - �� I M I 1-! I - /a� _ _ i�"_1 I __ K - I - I ' - - ' a, - I` ; ' - BY CONSTRUC ip L - 4- - I ____L_ ' - - � ` I -- I -- i i -i _ ' ��4 I / E. FURNITURE SF I I _4__ I 1 -__ � I' __ I I I _ . I 1 �� 1W- ' 1 _ • I j i -- I o 1 I - r_ i - I 1 ' / r I - I ! I_ 'v' , � / �� REFERENCE I I -I I I � � - -F 7-73,7121-0 f — i - - tat - %o � ` Di PROVIDE NE' H .? X -� l I i i -��i - THROUGHOU i I % \ /' / ► «t`% I Mg ® NEW OR REI s I - li - ; - r- o ° 38E 0 I I -__ ,____ I I ° I j I i j ■ ! I I i I I O s PROVIDE BU i -- - --- 1 - -� - -- i� �� ► 'twat -i - I - ; f DASHED). E) 'I I 1 1 I A _ ■ I I 1 1 -- t STRUCTURE. I I� . - + i i iz i �' �i O4 EXISTING CA f L 1111 ! - ; FO- - —! I� � ) a a I - 'r - -,�� � --4 -- -1- 4___F - - - - o ' I I j ,____1_4_. =' _ O REMOVE EXI`. - i -I - I eAF T 1 = E L ; �_� , I - I 1 -; ��� - ® _ DURING LOCATION CON Of I I ° . i __ I _� ! I i i , I A XI ii 'hi 1 I _ I I ► a 1 i I ....486).„ _ ! - - I — ADD /ALTERN, 3 PARTIAL SECOND FLOOR REFLECTED CEILING PLAN 0 PROVIDE NE\ 1/8" /8" = 1 ' -0" WHEN PRINTED ON 22 x 34 PAPER FIRELIGHT GI FASARA MAT . OF GLASS P I