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Specifications[Page Too Large for OCR Processing] 15 SS Sv• kc�l 1'30 — 605 7 - _ SUBMITTAL •J • Job Title: HYDRO TEMP VEKTOR FAN Job Site: YECURIS RECEVED OR NOV 16 2011 United States Date: 11/03/1 1 CITY OF TIGARD Submitted By: Ron Enkelis BUILDING .DIVISION JOHNSON AIR PRODUCTS 2220 SE NINTH AVE PORTLAND , OR 97214 • �t US Phone: (503)234 -5071 Fax: (503)233 -0451 Email Address: renkelis @johnsonair.com • • _ IBGREENHECK Building Value in Air. P.O. Box 410 Schofield, WI 54476 (715) 359 -6171 FAX (715) 355 -2399 www.greenheck.com CAPS 4.7.1188 G: \Job Data Files \Ron \HYDRO TEMP VEKTOR FAN.gcj Page 1 of 8 • �GREENHECK Printed Date: 11/3/2011 Job: HYDRO TEMP VEKTOR FAN Building Value in Air. Product Type: Fan • Mark: VEKTOR H 12 WITH 1.5. HP 1725 • _ • -- - Vektor -H Fume Exhaust System DESIGN CONDITION . , Number of Fans per Fan On Exhaust System Total Exhaust Min. Lab Exh. Additional System Wind Speed Systems System Standby Type Volume (CFM) Volume (CFM) BAP Air (CFM) (MPH) 1 1 No Variable Volume 1,420 760 0 10.0 FAN SF! FC:TJfN C.RITFRIA Volume External Internal SP Total SP Air Stream Elevation Drive Loss Air Density (CFM) SP (in wg) (in wg) (in wg) Temp. (F) (ft) ( %) (Ib /ft3) 1,420 1 0 1 70 0 10 0.075 FAN PFRFARMANCE MOTOR SPECS Model Fan RPM Operating Motor RPM V /C /P Enclosure (RPM) Power (hp) Size (hp) • Vektor =H -12 2,390 1.18 11/2 1725 230/60/1 TEFC . . _ . • : .: ,I • NCE WEIGHTS • Effective Motor 8 Drive System CIMCCI OV (fUmin) Plumes Weight (lb) Weight (lb) ' Total Weight (lb) Rm 3,227 19.2 101 424 525 • Based on Standard Construction ' 9R FAN CONSTRUCTION PLENUM CONFIGURATION AIR mo•lmEnT AAP OORTROI Material Type Drive Type Arrangement Nozzle Bypass Air Arrangement n na loom. Inc. Size: (in) rran Plenum "BAP" 9 Spark B Belt 9 9 Yes Inline • • 3.5 ' 1.4 3.0 — — — •_ 1.2 _ 2.5 . — .. 1.0 • -• — — • .' 2.0 . ' .. 0.8 • — — . . ' — . • 1.5 _ •' . '•. — 0.6 t C -. • .. _ d H 1.0 _ � • ' _ 0.4 a a _ - 0.5 _ m ' . • _ 0.2 to • _ F '' 1_..I —• l I I I I I I I I I 1 1 I I I I 0.0 0.0 0 5 10 15 20 25 Volume (CFM) x 100 RPM Curve - • — ' • • System Curve — — — — • Brake Power Curve Do not select to the left of this surge curve CAPS 4.7 1188 G: \Job Data Files \Ron \HYDRO TEMP VEKTOR FAN.gcj Page 2 of 8 • • I GREE AI HECK . J ob: HYDRO Date: 11/3/2011 • RO TEMP VEKTOR FAN Building Value in Air . Product Type: Fan Mark: VEKTOR H 12 WITH 1.5 HP 1725 • • INI'FT'SOUND mica Inlet Sound Power by Octave Band Gomm 62.5 125 250 500 1000 2000 4000 8000 LwA dBA Sones oanncs 91 86 81 79 75 70 65 60 80 69 18.7 iO ,flD • MR DIP InovimnenT IMO CORTROI RIIOCIRTIOR IRTIRnmonaI. Inc. LwA - A weighted sound power level, based on ANSI S1.4. Sones calculated using AMCA 301 at 5.0 ft. dBA - A weighted sound pressure level, based on 11.5 dB attenuation per octave band at 5.0 ft. dBA levels are not licensed by AMCA International. • • • • SELECTED OPTIONS & ACCESSORIES Isolation.Damper, EMV -11, Gravity Backdraft, Parallel Blades, mounted in BAP, one per fan Coating, LabCoat, Dark Gray (041), Entire Unit Curb GPFHL- 21.5/21.5 -G12 UUcUL -705 - "Power. Ventilators" . Drive Service Factor of 2.0 - Standard . Class B Motor Insulation or Greater • Plenum = .single wall, steel liner, inlet position A, bottom exhaust intake Two Groove Pulley and Bell, System . • . Galvanized Manual Quadrant Actuator for Bypass Dampers • • Bypass Dmpr, VCD -23,, 8 x 8, w /hood and inlet screen - Oppsd BId (1) . • High Efficient Motor - meets Greenheck High Efficiency Table - • Switch - Nema -3R, Toggle, Mounted & Wired, One Per Fan Capacitor Start Motor • CAPS 4.7.1188 G: \Job Data Files \Ron \HYDRO TEMP VEKTOR FAN.gcj Page 3 of 8 • • • • • • IGREEMHECk Printed Date: 1.1/3/2011 Jo b: HY DRO TEMP VEKTOR FAN Building Value in Air. Product Type: Fan • Mark: VEKTOR H 12 WITH 1.5 HP 1725 • Vektor- Exhaust Fan Warranty---12-Months WARRANTY AND LIABILITY: SELLER warrants to Buyer that products manufactured are free from defects in material and workmanship for a period of 12 months from the date of shipment. SELLER's and liabilities under this warranty are limited to furnishing FOB factory or warehouse at SELLER's designated shipping point, freight allowed.to Buyer's city, (or point of export for shipments outside the conterminous United States) replacement equipment (or at the option of SELLER parts therefore) for all Seller's products not conforming to this warranty and which have been returned to the manufacturer. No liability whatever shall attach to SELLER until said products have been paid for and such liability shall be strictly limited to the purchase price of the equipment shown to be defective. SELLER may make further warranty protection available on an optional extra -cost basis and which must be authorized and in writing. • ANY MISUSE, NEGLECT, FAILURE TO FOLLOW INSTRUCTIONS OR MANUALS OF INSTALLATION OR MAINTENANCE REPAIR, SERVICE, RELOCATION OR ALTERATION TO OR OF, OR OTHER TAMPERING WITH, THE PRODUCTS PERFORMED BY ANY PERSON OR ENTITY OTHER THAN SELLER WITHOUT SELLER'S PRIOR WRITTEN APPROVAL OR ANY USE OF REPLACEMENT PARTS NOT SUPPLIED BY SELLER, SHALL IMMEDIATELY VOID AND CANCEL ALL WARRANTIES WITH RESPECT TO THE AFFECTED PRODUCTS. • • THE WARRANTY AND LIABILITY SET FORTH HEREIN ARE•IN LIEU OF ALL OTHER WARRANTIES AND LIABILITIES WHETHER IN CONTRACT OR IN NEGLIGENCE, EXPRESSED OR IMPLIED, IN LAW OR.IN FACT, INCLUDING IMPLIED WARRANTIES OF . MERCHANTABILITY AND FITNESS FOR A PARTICULAR USE. SELLER PROVIDES NO INDEPENDENT WARRANTY FOR THIRD PARTY PRODUCTS OR COMPONENTS SOLD TOGETHER OR INCORPORATED WITH.SELLER'S PRODUCT(S). • ' Electrical components are warranted only to the extent warranted.by the original manufacturer. To the extent that SELLER is entitled to pass through a warranty of the original equipment manufacturer of the electrical goods sold, SELLER will pass through such warranties to Buyer. • • • • • CAPS 4.7.1188 G:Wob Data Files \Ron \HYDRO TEMP VEKTOR FAN.gcj Page 4 of 8 • • • L . GREE M HECK J ob: HYDRO TEMP VEKTOR FAN Budding Value in Air. Product Type: Fan • Mark: VEKTOR H 12 WITH 1.5 HP 1725 -size: 12 • Arrangement: 9 Vekt-o_r-H-E ume-Exhaust-System Class: NOTES: All dimensions shown are in units of inches. Drawings are not to scale. Drawings are of standard unit and do not include dimensions for accessories or design modifications. 43 43 • 122 ■ 122 i Al • DRAIN HOLE i IL 2" PIPE CPLINGS .. 27 I —4.1 21.63 2.5 ,I 21.63 2.5 INSIDE ROOF CURB INSIDE ROOF CURB OVERLAP OVERLAP 40 Note: If selection includes a fan on standby, system will ' have one less bypass damper than shown. • BYPASS DAMPER • . AND HOOD IMENOMMON CI C URB CAP (INSIDE) L i BYPASS AIR • PLENUM 21 X 21 ROOF CURB (ACTUAL) 0 INLET POSITION A BOTTOM INTAKE 1 .... 17 X 17 ROOF OPENING (MAXIMUM) CAPS 4.7.1188 G:Uob Data Files \Ron \HYDRO TEMP VEKTOR FAN.gcj Page 5 of 8 Printed Date: 11/3/2011 • GREENHECK Job: HYDRO TEMP VEKTOR FAN Budding Value Air. Product Type: Fan Mark: VEKTOR H 12 WITH 1.5 HP 1725 V-ektor =H- High - Plume - Fans - -- Standard - Construction Fan Housing and Conical Nozzle Aerodynamically designed housing constructed of welded steel. . • Interior and exterior surfaces of steel fan housings are coated with 4 -6 mils dft LabCoat. High velocity conical discharge nozzle coated with 4 -6 mils dft Lab Coat. Integral housing drain system with threaded connection. Fasteners are stainless steel. Integral stainless steel lifting lugs on fan housing. Integral lifting lugs on bypass plenums (bypass plenums are available as a Vektor fan option). Access panel for inspection or removal of impeller, shaft and bearings without removal of fan housing. • Standard coating color is dark gray - 041. Impeller Fan impeller is non - overloading centrifugal backward inclined flat blade. Standard construction is welded aluminum. Aluminum centrifugal impellers are coated with Hi Pro Polyester Resin. Belt Drive Com • _ Air handling quality bearings selected with and L(10) life in excess of 100,000 hours [equivalent to an average or L(50) life of 500,000 hours]. Extended lube lines for fan bearing lubrication. Fan bearings and extended lube lines are pre - filled with synthetic grease. Shafts are polished and turned steel. • Fan and motor pulleys are constant speed and sized for 200% of motor horsepower. Motor, belts, pulleys and bearings are sealed from contaminated airstream. Isolation and Bypass Dampers (Vektor System Options) Gravity backdraft isolation dampers are model EMV -11, constructed of aluminum. • Bypass and isolation control dampers are model VCD -23, constructed of galvaneal. Damper blades and frames are coated With Hi Pro Polyester Resin. Bypass and isolation dampers are accessible from the exterior of the system. Isolation dampers are parallel blade operation. • • Bypass dampers are opposed blade operation. • • Pre - Shipment Testing Fans and motors are factory tested to ensure proper operation. Belt drive fans and motors are vibration balanced to below 0.15 inches /sec -pk filter -in (per AMCA 204). Certifications and Listings Vektor -H sizes 9 -36 are licensed to bear the AMCA 210 label for Air Performance. Vektor -H sizes 9 -36 are licensed to bear the AMCA 300 label for Sound Performance. Vektor -H fans with suitable motors are available with UL 705 listing. Vektor -H fans with suitable construction are available with UL 762 listing. • CAPS 4.7.1188 G:\Job Data Files \Ron \HYDRO TEMP VEKTOR FAN.gcj • Page 6 of 8 • • • I GREENHECK • Printed Date: 11/3/2011 Job: HYDRO TEMP VEKTOR FAN • Building Value in Air. Product Type: Fan • Mark: VEKTOR H 12 WITH HP 1725 Fan Motor Report and Wiring Diagram Motor Size: (hp) 1 1/2 Service Factor: 1 • Motor RPM: 1725 Motor Design: NEMA Windings: 1 Motor Duty: Enclosure: . TEFC Min, Eff. Rating: ( %) 84.0 • Cycles:: 60 Cycle Insulation Class: B Phase:. 1 CSA Motor: No Motor Frame Size: 145T Motor Base Type: Rigid • Voltage: (V) 230 VFD Rated: N/A Ambient Temp. ( °C) 40 NOTE: C =. Compatible • L = Labeled • No VFD (1 phase) • • • • LINE IN • 115/208/2301277 V 1 Phase ' ' 1 1 /— Disconnect is mounted to fan housing. • 1 1 DISCONNECT Optional transformer and Isolation damper • 115/208/230/277 V Refer to CAPS file selection • 1 Phase - . TRANSFORMER 208/230/277 V 1 Phase ma . Transform.,. mu., be .rind I Independent (nun VIM eenhel I MOTOR j I , ISOLATION DAMPER • 115/208/230/277 s1208/2301277 V• 1 Phase .. — ACTUATOR MOTOR • Power Open I Spring Clo 24/115 V 1 Phase • _ _ Field Wiring • — • — Factory Wiring . . • Transformers are mounted to Bypass Air Plenum with damper actuator motors. For systems that ship • unassembled because of physical size, this • • connection at disconnect from transformer must be 'field installed. Wires with conduit and fitting are provided pre-connected to transformers. • CAPS 4.7.1188 G: \Job.Data Files \Ron \HYDRO TEMP VEKTOR FAN.gcj Page 7 of 8 • • • • Lfl GREEA'HEcK Printed Date: 11/3/2011 Job: HYD RO•TEMP VEKTOR FAN Building Value in Air. GPFHL Roof Curb _- • Actual L Actual W STANDARD CONSTRUCTION FEATURES • 1.75 • Galvanized steel (.14 ga) • Straight sided • Roof flashing (5 in width) • / Insulated (1 in, 3 lb density) NOTES: Curb actual dimension is 1 in smaller than cap dimension. The maximum - 4400 •.1 Hei, ht allowable roof opening dimension is actual minus 4 in. The roof opening dimension may not be the structural opening dimension. Flange WW FI nge L • • • .• •• • • NOTES: All dimensions shown are in units of inches • Mark Qty . Cap Actual Flange Height WxL WxL WxL VEKTOR H 12 WI... 1 21.5 x 21.5 21 x 21 31 x 31 12 • • • • • • • • CAPS 4.7.1188 G:\Job Data Files \Ron \HYDRO TEMP VEKTOR FAN.gcj Page 8 of 8 I 5 0 55 s'.;i ' f /3° .�6 20/1 00521- • F----, ll fir li 1 ,4 ii . NOV 18 2011 ,,:. CITY OF TIGARD '°cQ k. 44 . BUILDING DIVISIONi . I .ext , - - • - - !- A 1 .Ad EXIST. GLB 5Ax18 EXIST. GLB 2}ix18 EXIST. GLB ■ ■ 1`� = a ,.. _ r' CO ® 8' -O" OC, TYP 8' -0" OC, TYP @ 8' -0" OC, T P �'i ', : <? a 1. �.1-7 CONTR TO VFY CONTR TO WY CONTR TO `� °'-""'" D2 / - roES: O - EXISTING RTU TO REMAIN B EXIST NG RTU' � I I - TO R MAIN I I EXISTING RTU �--- TO REMAIN NEW 525 LB MAX WT. r' . MEC ANICAL UNIT - • . • —9- "- EXIST. GLB 8X x33, CONTR TO VFY D , - -__,/' z • NOTE: CONTRACTOR TO WY ALL FIELD CONDITIONS. NOTIFY a ENGINEER OF ALL DISCRPANCIES PRIOR TO WORK. 0 ROOF PLAN ° ix 1 MAX 5251b UNIT, TYPICAL NTS w M G R O •' P PROJECT: DATE 11/15/11 ""'+ A C K E N Z I E I - PACIFIC CORPORATE VOLUME o AVER DRIVE p DRAWN BY: C.5 CHECKED BY: DRAWING HUMBER �rtla OR Vancouver WA Seattle WA aog� 8680 �o.e�.�g� Qoa.749.9993 MOM . ® Gear mum D1 :cm AIM JOB No nargn w �wr° uwm°i amour er x1. s ° _ 21 0008 _ 55:00 A 5 V Cr U .. k � .' .,,13,_ , NOTE: VERIFY ALL CONDITIONS. ( REMOVE EXISTING SUBPURLINS r • AS REQUIRED BELOW UNIT . I . .f ;� .,z ' l EXISTING " - " GLU -LAM BEAM ' rL-RE� 1, -— .. • PER PLAN . ----....\ y D4 SU EXISTING 2X BPURLIN ' W S 02' -0" TO REMAIN, TYR I "IV D3 W 4X6 DF -L #2 FRAMING . _ ti BELOW UNIT • 525LB MAX . TOTAL MECH. UNIT. • z VERIFY PROPOSED . • . . • M • LOCATION w/ STRUCTURAL - u_ PRIOR TO INSTALLATION. F ! 0 MECHANICAL UNIT FRAMING PLAN MAX 525LB UNIT NTS W M • • 6 O U P PROJECT: DATE: 11/15/11 � fR A C K E N Z I E PACIFIC �� �,� ,2; DRIVE DRAWN BY: GJS CHECKED BY: DRAWING NUMBER: Portland OR 1701.797.7 WA Seattle WA 603. 9660 79 206.749.9893 0 OW s�� MI /u mans Rtmrvm ' J NO: D Z Ti �1—v 'S ` ndifea 2100085.00 • cUCrU - ATTACH MECH UNIT TO ' ` ' G N •F6-. ' CURB & CURB TO FRMG : " ' `� F .` V W /(8)MIN #12 SCREWS :: >t ,s4 3 ' ,.- a 4N ' _ -' \\„....__./p,..s.0----• ,:x,„,[ Qr.,.., . . 0 _ . 0,".01 1 ars . . r ArArAr \ .- • Sri \ . Pr DMA Pr Aga MEM EXIST GLULAM BEAM W 4x FRAMING PER Elk \I PLAN r SIMPSON LUS46 HANGER MECHANICAL UNIT FRAMING 0 0 NTS o U • G R O U P PROJECT: DATE: 11/15/11 PACIFIC CORPORATE CENTER - A C K E N Z I E I DING lie (fl 3) DRAWN BY: GJ5 - VOLUME ONE BEAVER DRIVE • CHECKED BY: DRAWING NUMBER: , ortlang OR Vancouver WA Seattle WA ' 603.2 8680 360.885.7879 208.749.9993 D3 ___ YAK MI nu loons JOB No- I MO Cal 2100085.00 • • • Ocru �. MECH UNIT PER PL 1 8 1 3 ATTACH PER DET 1: 1) ;), ,,,;.e z • it I /A 1 EXISTING 2x SUBPURLIN CUT AS REQ'D AT NEW 4x6, ATTACH W/ SIMPSON LUS 4x6 SUPPORT PER PLAN 4x6 FRAMING SIMPSON LUS HANGER PER PLAN • UNIT FRAMING V " 0 0 fl MECHANICAL NTS 2 U G R Q U P PROJECT: DATE 11/15/11 - ACKENZ1E PACIFIC CORPORATE ORS DRAWN BY: CHECKED BY DRAWING NUMBER: ,rtla OR Vancouver WA 8ea WA .,D8.2 .968D 360.698.7879 208.749.9 998 m D4 ® GROUP is 2/311 MFRS Mu ns Rtap JOB NO: -"up° � "` Q` . 2100085.00 • • G R O U P 1515 SE WATER AVE, SUITE 100 - P.O. BOX 14310 PORTLAND, OREGON 97214 TEL (503) 224-9560 - FAX (503) 228 -1285 MECHANICAL UNIT SUPPORT PROJECT NAME: PCC 232 Mech Unit PROJECT NO.: 2100085.00 DATE :11/15/2011 ELEMENT ID: 525 LB Vektor -H Fume Exhaust System DESIGNER: GJS U Wt := (325.1.1)Ib TOTAL WEIGHT OF MECHANICAL UNIT Rat • come '' MAXIMUM CORNER WEIGHT (use W/3 if not specified) P 10 curb := ASSUMES 100/4 =25 lb :l := 2.ft MECHANICAL UNIT LENGTH Wmech := 241 MECHANICAL UNIT WIDTH hmech = 48in MECHANICAL UNIT HEIGHT 1Y• ucftl' 6 := 8-ft SUBPURLIN SPAN �R �,4 241 SUBPURLIN SPACING C ���� r l� ` . PURLIN SPAN . �► REGON 4 n5 L. SM Loading : . �,, Design Pxp,R>`.9 0 DL = 14 DESIGNED DEAD LOAD SL 25.psf DESIGNED SNOW LOAD Reduced w /MU iuisc := 1.5-psf purlin := 2.0•psf DLreduced .= DL — .purlin — misc REDUCED DEAD LOAD BEFORE MECH UNIT Dl reduced = 10.5 psf I 2100085.00_PCC232.xmcd C 1 of e 11/1512011 • • • • FRAMING - With 'Width' of unit oriented parallel to joists • • • 4x6 DFL #2 . Puoit Pawner + Pcarb MAX WEIGHT DELIVERED TO ONE CORNER panic = 217.5 lb • r 'sub — Imechl Wmech, 'PGaming (DLrndaced + SL) •I 2 J • 2 TRIB LOAD FROM NEW 4X6 pframing = 106.5 lb • ALONG WIDTH OF UNIT r w wsnow (SL)•I + 2 TRIB SNOW LOAD FROM MECH ws, ow = 50 plf wsnow• lunch Psnow 2 Psoow = 50 lb M (Punit + Pframing + Psnow)•lsub MAX MOMENT IN FRAMING M OM == 4 Mmax = 8.9761c-in • Vmax jx6 Punic + pframing + Psnow MAX SHEAR IN FRAMING Yin ax 4x6 = 374 lb SREQ := M REQUIRED SECTION MODULUS • 3 900•psi• 1:15.1.3 SREQ = 6.671 in •_ 3 Vmax 4x6 AREQ REQUIRED CROSS - SECTIONAL AREA AREQ = 2.71 in 2 180•psi l .15 S4x6:= 3.5 in•(625•in) DEFINE ACTUAL SECTION MODULUS HERE S4 = 16.078 in A4 3.5•in•5.25•in DEFINE ACTUAL AREA HERE A4x6 = 18.375 in BENDING if (SREQ < S4 "OK" , "NO GOOD ") OK BENDING = "OK" SHEAR := if (A < ,4 "OK" , "NO GOOD ") OK SHEAR = "OK I t 2100085.00_PCC232.xmcd C 2 of41 11/15/2011 • JOISTS: GLB 2.5x18 LENGTH OF SEAT: 'seat : = 1.5.in DEFINE LOCATION ON PURLIN: x 1a := 11.5ft x2a := R + I,,, x2 = 13.5 ft w := (DLreduced + SL)•Isub DESIGNEDTRIBUTARY ROOF LOAD w pur = 284 plf 'm : ='pur — 2 •l sea t BENDING LENGTH OF PURLIN 1, = 24.75 ft l„ := I SHEAR LENGTH OF PURLIN 1 = 25 ft _ wpur''m 2 MOMENT DELIVERED BY ROOF • MrooC 8 MrooC= 21.746 lc. ft P met Pun it (P + P + P snow ) Isub — I`rech) POINT LOAD ON PURLIN h : = it unit Craming ' J P = 4981b 'sub M P xl('m — x1a) + x2a• ( ' m — x2e} M OMENT DELIVERED BY MECH UNIT meth : = mech'� a' I„ 11p := M, + M TOTAL MOMENT, ASD Mmax = 334.4 k•in lv Viva 2 . oC SHEAR DELIVERED BY ROOF V root • = 3.55 k 2.1;, — xle — x2e V := P„ h• ., SHEAR DELIVERED BY MECH UNITS V = 498 lb 1 v . := VC + Vmech TOTAL SHEAR, ASD Vmax= 4.048 k 1 9 CC := (16 12) CC = 0.969 = 25ft d := 18in b := 2.5in - x := 10 1 1 1 C„, (21ft) L C� = 1.014 . - • Mme REQUIRED SECTION MODULUS 3 2400•psi•1.15•C S1EQ = 119.504 in REQUIRED CROSS - SECTIONAL AREA AREA = 32 in 2 ARM:— ' 2 165•psi• 1.15 2 S4x16 := b �d) DEFINE ACTUAL SECTION MODULUS HERE S4x16 = 135 in A4,16 := b•d DEFINE ACTUAL AREA HERE A4x16 = 45 in A rmic:= if (S) < S4x16, "OK" , "NO GOOD ") OK BENDING = "OK" A y' E�:= if (A < A406, "OK" , "NO GOOD ") OK SHEAR = "OK" I..1 2100085.00_PCC232.xmcd C 3 of•e 11/15/2011 GIRDER: GLB 6.75 "x33" SEE ATTACHED RISA OUTPUT FOR LOADING INFORMATION l : = -50ft GIRDER -SPAN M 284.8k.ft MAX MOMENT IN GLB W /UNIT V g tb := 24.99k MAX SHEAR IN GLB W/ UNIT j= 50ft A t = 33in := 8.75in 10 1 1 I 212in x 5.125in '" L ( d b ) C = 0.786 • gm REQUIRED SECTION MODULUS 2400•psi•1.15•C„ SREQ= 1576.347in 3 3 Vol REQUIRED CROSS-SECTIONAL 'AREA A 197.549 in '' 2 165 psisi. 1.15 >sEQ = b 6 d DEFINE ACTUAL SECTION MODULUS HERE S4x6 = 1588.125 in A d ig,,;= b•d DEFINE ACTUAL AREA HERE Agxe = 288.75 in aag if(S < S4 "OK" , "NO GOOD" OK BENDI:NG.= "OK" Alge if (AREQ < A " OK" , "NO GOOD ") OK SHEARR = "OK" ANCHORAGE seismic F := 1.126 S := 0.935 • I := 1 SDS := 0.704 a := 2.5 RP := 6 h := 34.ft Wt = 577.5 lb SDS = 0.704 h 34.ft 0.4•a P SDS•Ip hx FP h • • 1 + 2• •Wt F = 203.28 lb r F F := F = 145.2 lb • 1.4 overturning Wmech = 4 ft W mec h = 2 ft hmech MOT FS 2 MoT = 290.4 ft- lb Wmech MRES := W t' 2 MRES = 0.578 ft k II 2100085.00_PCC232.xmcd C 4 of F 11/15/2011 M FSOT := FSOT = 1.989 MOT MNET := MOT — MRBS MNBT = — 287.1 ft•lb screws n := 4 Tension := MNBT W Tension = - 143.55 lb negative tension means tensile rnech force is zero Shear:. F Shear = 145.21b #12 screw with 1 1/2 inch embedment: • . Ta 154-1114.5.— n • . 2' - V allow := 161•1b•n - ' check combined Tension Shear combined := if + < 1.33 , "OK" , "NO GOOD" / combined = "OK" Tallow Y ellow J HANGERS. Vmax 4*6 = 374 lb . Vallow LUS = 1150lb HANGER := if (Vmax 4x6 < Vallow LOS "OK" ,"NO GOOD ") HANGER = "OK" USE SIMPSON LU546 HANGERS @ 4x6 TO GLB 2.5x18 CONNECTION 1l 2100085.00 PCC232.xmcd C 5 of$ 11/15/2011 • • 1 -X • - .263k/ft • 1l .K. r ■r �.rr�� ■ ■� Y nr.YY � n. .l.� ,, '«1[!: 2 m 1.■ O pa ra al,zrortraprauf: timiLiihitak A.. -,,vgio` 'r..�rriit pa r.... :Y.:r....rain a n_• . 5 . rr .r " "iniiii r 61. =ER • Qr ::ll➢ • m :R. Is..: ■ • • • • Loads: BLC 1, DL1 • Results for LC 2, Cantilever Group Mackenzie SK - 1 GJS _ PCC 232 Mech Unit Nov 15, 2011 at 12:36 PM 2100085.00 G 6o o l 1 2100085.00 PCC232.2d • • • • • Beam: 1Vl2 Shape: 8.75X33FS Material: DF /SPine Length: 61 ft — – I Joint: N4 A k J Joint:. N5 • LC 2: Cantilever Code Check: 1.164 (bending) Report Based On 97 Sections 18.989 at 0 ft fa ksi V k - 24.991 at 48.927 ft 2.152 at 24.146 ft 10.966 at 50.198 ft • M - - k -ft fc ksi -__ - 284.814 at 24.146 ft • 1.838at61ft ft V ., ksi D in • -2.152 at 24.146 ft •-2.659 at 24.781 ft AF &PA NDS - 05: ASD Code Check Max Bending Check 1.164 Max Shear Check 0.564 ' Location 24.146 ft Location 48.927 ft Equation 3.9-3 Max Defl Ratio L/212 CD 1 RB 17.763 CL .906 CV .77 Cr 1 Cfu 1.04 CP .06 (ksi) Cm Ct CF Out In Fc' .099 1 1 1 Lb 61 ft 61 ft • Ft' 1.1 1 1 1 Ie /d 83.657 22.182 Fb' 1.848 1 1 1 Sway No No Fv' .23 1 1 Le- Bending Top 61 ft E' 1800 1 _ 1 — Le- Bending Bot 61 ft Company : Group Mackenzie Nov 16, 2011 Designer : GJS 12:37 PM Job Number : 2100085.00 PCC 232 Mech Unit Checked By: Basic Load Cases BLC Description Category X Gravity Y Gravity Joint Point Distributed 1 DL1 None 6 1 ~ 1:, _ `- :.1 3 SL1 None . . ,.- None ::. 5 Mech Exist None '1 : ... :1 4 : . - Nctte - - - Joint Boundary Conditions Joint Label X [kiln] Y [kin] Rotationlc- ft/red] Footing 1 :�: • N1 - - - Reaction '�eactioh • 'ReeCt[orfit .. - .. 3 N4 Reaction Reaction .: ..: .. . ..::....F ..: .. �. F�eactlon= :: -� : _: ': � _ - :-= �R�a tior= � •� � -: - .. _ :: -.. .... - - ;_. L- :_:_Y..._= ._ . -- . Wood Design Parameters Label Shape Length[ft Le- out[ft] Le- In[ft] Je -bpnd to,.. le -bend bo.. K -out K -in CV Cr Out sway _in sway 1 M1 8.75X33FS ¢i : :. :: :: :: IV(2;.:i: 7$X313E5'* . ..:M; :c: ' :: ;.,_ :'r. :':.. _ — .. Global Display Sections for Member Calcs 5 Mx eliittr2al :S=e ttbl%s :tbr.O eTm [ t'C.AIcs. >_. -: 97':. - ' :; ::_..:. _. .:., ',,,.. _: Include Shear Deformation Yes t erc e.;T r e %(Ji): .; -:: °' ::. - : '1 :_ .:_...... 1 : : - -= .t:.: -:=n - _ . . - - _ - - P -Delta Analysis Tolerance 0 .50% Hot Rolled Steel Code AISC 360 -05: ASD (Direct Analysis Methcd) Oo14; :f_dfrii Steel G12E :" . _ ..._N ..: .... :: - AIS].NAS- 3f.1 .: = - . - :.: _ _= '. Wood Code AF &PA NDS - 05: ASD Weica. a era e.::• .. ,,. _,. - :,' 'r.` :_ - , _•... <_11):0,F : _ :..: ° - Concrete Code ACI 318 -05 ll [ ry :-Cods::- _:y_. :_:_:: , f - :- :._t.: ACY.53:0:o5 ASla :. -__: _:.: ::_ : : Aluminum Code M ADM1 -05: ASD Number of Shear Re. ions 4 °:e ibh S n etit; ` 5 = _ %, _ Fr-'. - - _ - __3.=-_ Concrete Stress Block Rectangular Do: Clbked. Seeds S -''.7 i _:,:;: :....;_ =.-.:: Yes -'. ;::• 7_ :::7. ".5 :.e- :_... • Bad Framing Warnings _ -_ _ - - No ..... ,.. „,, Used=F tt:e: jarr` ungs: x .:. L ...' : . - :: :_.= - ...;:�:.:�:• Yes•:; ��:.::�....;��:::: : -. _ _ .... Joint Coordinates and Temperatures • Laval X lfti YID] Temp 1 N1 ...=- .r �.7- .:::.:.. ... ...,.: Z':_:....:_ -'� :` ..::: 77-'•-•• °'= -:. °:�6�;T�:=::::; -.•. . . . . : :30•:x.• " ._ °.1�`�� _:::;:��_� :, . 3 N3 _ _ _ :. . _ 0 5 N5 �'� y - GG a F I 1 RISA -2D Version 10.0.0 [O:1Structural\Mech Units12100085.00_PCC232.r2d] Page 1 • Company : Group Mackenzie Nov 15, 2011 Designer : GJS 12:37 PM Job Number : 2100085.00 PCC 232 Meth Unit Checked By: Joint Deflections . LC •IntLab: X ' , ' 1 - o : i :d . T - .425e 2 . r ,`0 _ '..7'-.1.:1!126-t , _ - :.. '1 �79e -2 „.. - . 0 0 .95�e- � © 2 N5 -. .. 6 - .. . .._ - .N6....._ . , ... _, L - 1.838 1.391e 2 - Joint Reactions LC - Joint Label X [k] Y [kl MZ [k-ft) - 2 .. - -. - s.;,- :.:. ' _�:.1V3 -: : '.""'=?:'-'::�' �' . '� '_f�;:.._,,,;-- -. . :.,:;= :.:::.22.386.... ';.;.:`'::: °;::: 3::: ?: : :,i - _ :. _ 1.: . N4 • :4. :..: .•:..: ' -- - -- :.:..,:..__. - -- -- - - 5 2 Totals: 0 _ 94.254 ;:.:6' 2..:_:..... ° :: - : . COG (ft')i <;:; ; >X:':28:051: := .. Y ::221. •..:..'::.' ; :: ; }, . _ . . Load Combination Design Description ASIF CD ABIF Service Hot Rolled Cold Form.. Wood - Concrete Masonry Footinos Aluminum 1 Simp Supp. Yes Yes Yes Yes Yes Yes Yes :...2;:i' : < :Caiitilevet, :: . ,-:.2..:' ::::.. ; . = . - - :. ... ... _, : ' : '; ����: eg :::: . :, °Yes - =:: { .�. =�: =:: -`- °:Yes. !: - : 3 YeVi:- _'Yis :i'; : :Yes';: `: 3 Yes Yes Yes Yes Yes Yes Yes Load Combinations Description olvePD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 Simp Supp. Yes 1 1 2 3 1 4 5 1 6 1 ::32::j _Caritl[evef: Y - .:'::1:: : _ _ Yes -..::.:_ `1::'`::�.�:�:� �.:. :. _ - _ - - 3 Yes Member Distributed Loads (BLC 1: DL1) Me mber Label Direc � on Sta tin= gnitude[k/ft,d..End Ma • ,'tu • e ._ , • Start Location[ft, %] End Location[ft.%I r 1 I M1 Y - 263 -.263 0 I 50 Member Distributed Loads (BLC 2 : DL2) 0 Dire 'o S agnitude[k/[t,d..End 't ude V L [ catlon[ft.%] KIM MI Y - - Sta 50 I lo 61 Member Distributed Loads (BLC 3 : SL1) Mem. - r Label Direction : r 1, ,• de ft d..E • Ma • nitu • - ft d... Stet Location[ft. %] End Locatioarft.%] 1 1 MI Y -.625 -.625 0 I 50 I - Member Distributed Loads (BLC 4 : SL2) 1 fiI Mber 1 Label r Dire ctio ta rt i Ma -, 5 de[k/ft - .625kift,d... Start Location[ft. %] End Location [ft, %] • _ 50 6 Joint Loads and Enforced Displacements Joint Label L.D.M Direction Magnitude[(k,k -ft). (in,rasl). (k•s .2ift.. No Data to Print ... cv9 of 1 RISA -2D Version 10.0.0 [O:1Structural1Mech Units12100085.00_PCC232.r2d] Page 2 • Company : Group Mackenzie Nov 15, 2011 Designer : GJS 12:37 PM Job Number : 2100085.00 PCC 232 Mech Unit Checked By: Member Point Loads (BLC I : DL I) . Member Label Direction Magnitude[k,k -ft] Locafoi [ a) 1 M2 v -2.1 8 3 M2 _ .: - ,. :4...- ;r;,:::.. ? - - :::, r.:,:: -:I2 . .. . _ . _ - v . -2.1 24 5 M2 y -2.1 40 cc Member Point Loads (BLC 2 : DL2) Member Label Direction Magnitudelk.k -ft) Lo. tion[ft. %) 1 I M2 I y I -2.1 56 Member Point Loads (BLC 3 : SL I) Member Label Direction Magnitude[k,k -ft] Locatlon[fL%,] 1 M2 v -5 48 3 M2 5 M2 Member Point Loads (BLC 4 • SL2) Member Label Direction Magnitude[k.k -ft] Locatipp[ft, %1 1 I M2 I y I -5 I 56 Member Point Loads (BLC 5 : Mech Exist) Member Label -_ Direction Me9aitude[k,k -ftf Location[ft. %] 1 M2 y _ 3 M2 v -.4 45 . ........ .. , Member Point Loads (BLC 6 : Mech New) Member Label Direction _ Magnitude[k.k -ftl_ Location[f,�]- M1 4 V -.58 30 2 Wood Material Properties Label Species Grade Om Emod Nu Therm (11E.. Denalk /ft^3] 1 DF /SPine • 24F -V4 DF /DF _ na _— 1 ,3� .3 .035 :.r ';: =2�_� - -HFZS nrce:Fir' =�i'ta11 II;;:.': � - - __ - _.,. _. _ _ _ .035: = � ;.- 3 DF Dou IaS Fir -L arch N o.1 1 .3 .3 .035 ■ _ : - - : $ ;.:_: = -, 'Scouthem'P:irje 5 CIF Hem -Fir No.1 . 1 .3 .3 .035 - = 6 °' =L $1 = ::; =Y:S it lee Pine fir' : :- . .6,1 : . a ; = = .. :... : : .__: "-..., : .. - . Q35 7 24F -1.8E DF Bala... 24F - 1.8E DF BAL na 1 - .3 .3 .035 =:� : 24r -j 8 'OF l- rilia:: _24_F-1 8 "DF__UNF3A1 ` : '=. . = ,f - - ?; < = = =1: :::; - - - 35 - _ . _ .. ,_ _ .... . . - _ _ ': = 'I_'` -� = ` - -- � � 3 ::. : .:: -_;6� ='= .: `= .: = . , g 24F -1.8E SP Bala... 24F -1.8E SP BAL na 1 .3 .3 I .035 --2.41=-- sBSPU :;2 is :BE S :1 •D - 1 4b>�::dF _ _PA= l�Pf13AL -: ° : . . _ - - .:.. - - - _ 11 LVL -PRL Commer... LVI 2250E na 1 3 .3 .035 ...:: LV4' =PRG - 4 VL sP L 2: " 3r -:=:- - _ �12. ....... Coln mer __ ._._.... c-10 ( L1 RISA -2D Version 10.0.0 [O:1StructurallMech Units12100085.00_PCC232.r2d) Page 3 • Company : Group Mackenzie Nov 15, 2011 Designer : GJS 12:37 PM Job Number : 2100085.00 PCC 232 Mech Unit Checked By: Member Primary Data . Label I Joint J Joint Rotate(deo) Section/Shape Tyoe Design List Material Design Rules , 1 M1 N1 N2 8.75X33FS Beam - Rectangular DF /SPine TvDjcal •.- .. M2'::: . : : • . : . ; N4:':. _':71■15; . - _ •,8:15X33 S : . . Beat».: Rectafrguilai: z •D ..SPii e: :Tvpica Member Advanced Data Label I Release J Release I Offset[Inl J Offsetfln] TIC Only . Physical TOM Inactive M Yes 1 ... . .. r..�. - ::. :...:. - >__ : Yes .... .. Member Section Deflections LC Member Label Sec x [n] y [In] (n) Uy Ratio 1 2 M l 1 0 0 NC 3 - _ . 5 5 0 1.825 NC 7 2 0 -2.183 277.008 9 4 0 _ -.707 350.935 Member Section Forces Member Label S- _ Axial k _Shea u .11- n . k -ft mil♦ Al 1 1 0 22.386 0 ©� 3 0 -5.678 - 267.21 © 5 0 � 0 0 ;.6 -;:- - - :-.:.];.-- � : _ . : = :.:0== :- ::` _ - °:18 : ::___ . .,;_ . . . _ .. �� 2 0 11.889 2 ,-- 8 .= _ _ - ...:s : =• ..- :- 3: 9: r2. _:831 - :` > : MM ilitifariar::;-: . i . i - =' : :::: ; :-•: - /' ..::-'-:.:-. : ':::7.: -.': 4 0 `': -1 8• _ - 78.896 Member Section Stresses LC Member Label Sec _ _ Axial[ksi] Shearlksi] Top Rendinglksil Sot Bendin si _ 1. 2 M1 1 0 .116 0 0 3 3 0 -.029 2.019 -2.019 . ...: . :.::- ._:;. ::. :'1'07._:. -. . := 582':;= : <682:`=� ":::.:: 5 5 0 0 0 0 _ 7 2 0 .062 1.799 -1.799 • 9 4 0 -.093 .596 -.596 c- o f t. ■ RISA-2D Version 10.0.0 [0:1Structural\Mech Units12100085.00_PCC232.r2d] Page 4