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Specifications / 1 7 2 n o e / fi t - - e _ Age. 2 0 - 6 — 3 9 8' Form 4a Project Name: ICOPYTRONIX i Page:l1 SYSTEMS - GENERAL Applicabil P lans /Specs Discussion of qualifying Show compliance by including a drawing sheet, detail exceptions on cage 4 -25 number, specification section and subparagraph. 1. Applicablity (Section 1317) Is this form required? El Form Required. Complete form if a new HVAC system is being installed, or components of an existing HVAC system are being replaced (I.e., equipment, controls, ductwork, and insulation.) ❑ Exception. The building or part of the building qualifies for an exception from HVAC code requirements. Applicable code exception is Section 1317.1. Portions of the building that qualify: Area: I Exception ❑ -1 ❑ -2 ❑ -3 Area: I Exception ❑ -, ❑ -2 ❑ 3 Area:1 I Exception ❑ -, ❑ -2 ❑ -3 ❑ Form Not Required. This project does not contain work required to comply with code. 2. Simple or Complex Systems (Section 1317.9 or 1317.10) Simple System. Building contains only Simple-HVAC System(s). Complete this form (4a) and equipment efficiency worksheets as required. Form 4b is not required. ❑ Complex System. Project includes a Complex System. Complete this form (4a), form 4b and equipment efficiency worksheets as required. 3. Equipment Performaiiide (Section 1317.5) ❑ No New HVAC Equipment The building plans do not call (or new mil. HVAC equipment, combustion heating equipment, or heat -operated cooling equipment. o Complies. All new HVAC equipment have efficiencies not less than those required by code. The following equipment efficiency worksheets are attached: 0-4a13-46 ❑— 0 -4c 0 -4e 0 -4f El -49 0 -41 0 -4 0 -4 4. Duct Insulation and Sealing (Sections 1317.7 St. 1317.8) o No Ducts. The building plans and specifications do not call for new HVAC ducts or plenums. ❑ Complies. The plans and specifications call for all air - handling ducts and plenums to be insulated and sealed as reauired by Sections 1317.7 &1317.8. 5. Distribution Transformers (Section 1316.1) • No Distribution Transformers, The plans/specs do not call for new distribution transformers: ❑ Complies. All new distribution transformers comply with efficiency, testing, and labeling requirements of Section 1316.1.1. ❑ Eiiception. The project qualifies for an exception per Section 1316.1.1. Exoeptiiiori ❑ - 0-2 0 0-4 ❑ 0 ❑a 0-80-9 ❑ -ic ❑ -, 0-120-i 0 Attach relevant documentation for appropriate exception. The plans/specs show compliance in !. "' the following locations: 4-1 April 2005 yeV aeei7as.Siox wrese 4Ja.3+s eeex„vve v 1/1110.10 Form 4a Project Name: ICOPYTRONtX I Pagel 2 I SYSTEMS - GENERAL 6. HVAC Controls (Section 1311.4) 6.1 System Thermostat /Zone Controls (Section 1317.4.1) ❑ Complies. All new HVAC systems include at least one temperature control device responding to temperatures within the zones. ❑ Exception. HVAC system qualifies for an exception from zone control requirements, The applicable code exception is Section 1317.4.2, Exception ti -1 2 Portions of the building that qualify: I I The plans /specs show compliance in the following locations: I I 6.2 Off -hour Controls - Auto Setback or Shutdown (Section 1317.4.3) © Complies. Systems must have at least one of the following features: 0 Control Setback Complies. Each system is equipped with automatic control capable of reducing energy through (:orifrol setback duririg periods of rioti-use & alternnate use of spaces served. ❑ Equipment Stiutd6wn" C6mpliee. Each system is equipped wtiti confro1s capable of'reduang energy use through automatic shutdown during periods of non-use or alternate use of spaces. HVAC systems with equipment shutdown are equipped with at least one of the following l Programmable controls (1317.4.3.1 (1)) ❑ Occupant sensor (1317.4.3.1 (2)) ❑ Interlocked to a security system (1317.4.3.1 (3)) 0 Manually activated timers with 2-hour operation max (1317.4.3.1 (4)) ❑ Exception: The building qualifies for an exception to the requirement for automatic setback or shutdown controls: The applicable code exception is Section 1317.4,3 Exception 0 -1 0 -2 The plans /specs show compliance in the following locations: 6.3 Control Capabilities (Sec. 1317.4.2.1) Complies: Zone thermostats are capable of being set to the temperatures described in Sec. 1317.4.2.1. Where used to control both healing and cooling zone controls shall be capable of providing a temperature range or deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. ❑ Exception. The building qualifies' for an exception to the deadband requirements. The applicable code exception is Section 1317.4.2.1 Exception 0-1 ❑ -2 Portions of the building that qualify. I The plans /specs show compliance in the following locations: I { 6.4 Optimum Start Controls (Section 1317.4.3.2) la Complies. Separate HVAC systems have controls capable of varying start-up time of system to just meet temperature set point at time of occupancy. ❑ Exception. HVAC systems have a design supply air capacity not exceeding 10,000 dm. The plans /specs show compliance in the following locations: I 1 6.5 Heat Pump Controls (Section 1317.4.4) © No Heat Pump. The plans/specs do not call for a new heat pump ❑ Complies. All new heat pumps equipped with supplementary heaters are controlled to minimize the use of supplemental heat as defined in Section 1317.4.4. The plans /specs show compliance in the following locatiort5: 4 -2 April 2005 CI AZ C %II rJirJ.7 • • Form 4a . • Project Name ICOPY7RONIx- I Page: I' 3' I SYSTEMS - GENERAL 7. Economizer Cooling (Section 1317.3) ❑ No Cooling. The building plans do not for anew fan system with mechanical cooling. ❑ Complies. Each new fan system has an air economizer capable of modulating outside -air and return-air dampers to provide up to 100 percent of the design supply air as outside air. ❑ Exception At least one new fan system qualifies for an exception. The applicable code exception is Section 1317.3; Exception 0-10-2 ❑ 2 ❑ 4 13-e 0-6 If Exception 3 is selected complete the following: (a) Total cooling capacity of exempt units ( Btu/hr) ! i (b) Total installed building cooling capacity (Btu/hr) is Complies. Sum of exempt units rated at less than 54,000 Btu/hr is <240,000 Btu/hr or a/b • < 0.10 (10% of total building cooling capacity). Unit Identifier of exempt units: The plans /specs show compliance in the following locations: 8. Economizer Pressure Relief & Integration (Section 1317.3.1 and 1317.3.2) o No Economizers Required. Project does not contain a new fan system requiring economizers. ❑ Overpressurization Complies. The drawings specifically identify a pressure relief mechanism for each fan system that will relieve the extra air introduced by the economizer. ❑ Integration Complies. Economizer is capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. ❑ Exception. The applicable exception is Section 1317.3.2, Exception ❑ -1 ❑ - 2 The plans /specs show compliance in the following locations: 9. Hot Gas Bypass (Section 1317.5) . ❑ No Hot Gas Bypass ❑ Complies. See allowable amount of hot gas bypass as a percentage of total cooling capacity in table below. Unit ID Rated Cooling Capacity Hot Gas Bypass Capacity Allowable Hot Gas Bypass Rated Cooling Capacity Max Hot Gas Bypass <240,000 Btu /hr 50% >240,000 Btu /hr 25% ❑ Exception. Unitary packaged system with cooling capacity no greater than 90,000 Btu/h 4-3 April 2005 Compliance with °SSG, efearve 01iuiiu • Form 4a Project Name:ICOPY1RONix I Pagel 4 I . SYSTEMS - GENERAL 10. Shutoff Dampers (1317.4.3.3) I Not Required. Shutoff dampers are not required on this project. ❑ Complies. Each outdoor air supply 8 exhaust system shall be equipped with motorized dampers. ❑ Exception. The building qualifies for an exception to the motorized damper requirement. The applicable code exception is Section 1317.4.3.3 Exception ❑ -1 ❑ ❑ - ❑ - ❑ - e ❑ { The plans /specs show compliance in the following locations: 10.1. Shutoff Damper Controls (Section 1317.4.3.3.1) In Complies. Outdoor air supply and exhaust systems shall be provided dampers that automatically shut when systems or spaces served are not in use or during building warm -up, cooldown, or setback. ❑ Complies. Stair and shaft vents are capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems. The plans/specs show compliance in the following locations: 10.2. Motorized Damper Leakage (1317.4.3.3.2) Complies. Motorized outdoor air supply and exhaust air dampers have a maximum leakage rate of 4 cfm/ft2 at 1.0 in w.g. when tested in accordance with AMCA Standard 500 -1998. ❑ Exception. Packaged HVAC equipment may have maximum leakage rate of 20 cfm/ft at 1.0 in w.g. when tested in accordance with AMCA Standard 500 -1998. The plans/specs show compliance in the following locations: 11. Piping Insulation (Section 1314) ❑ No New Piping. The building plans and specifications do not call for new piping serving a heating or cooling system or part of a circulating service water heating system. En Complies. All new piping serving a heating or cooling system or part of a circulating service water heating system complies with the requirements of the Code, Section 1314.1. ❑ Exception. New piping qualifies for exception: Section 1314.1, Exception ❑ -4 0-2 12. Occupancy Ventilation ri Complies. Mechanical ventilation systems provide the required amount of ventilation is indicated in plans/specifications as specified in Chapter 4 of the Oregon Mechanical Speciaity ❑ Complies. Natural ventilation systems provide required amount of ventilation as certified by a reg- istered architect or engineer as specified by Section1203.4.1, Exception. Attach worksheet 4m. The plans /specs show compliance in the following locations: The plans /specs show compliance on the following pages: 4-4 Compliance with OSSC60670801/05 'I • /W ..2ez,6 OD 39 s' / 6 5 5 S w 7 .2I-cd v • • • • GENERAL 1. GOVERNING BUILDING CODE: 2006 INTERNATIONAL BUILDING CODE ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 2006 IBC WITH AMENDMENTS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY • DISCREPANCIES OR INCONSISTENCIES. 3. DO NOT SCALE DRAWINGS; COORDINATE DIMENSIONS WITH ARCHITECTURAL, STRUCTURAL, AND /OR MECHANICAL DRAWING. 4. METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. 5. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS, AND VISITORS DURING CONSTRUCTION. SUCH MEASURE SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR CONSTRUCTION LOADS, ETC. VISITORS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE REVIEW OF THE ABOVE ITEMS. 6. CONSTRUCTION LOAD (MATERIAL AND EQUIPMENT) SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND /OR BRACING WHERE STRUCTURES HAVE NOT ATTAINED DESIGN STRENGTH. 7. WHEN A DETAIL IS IDENTIFIED, THE CONTRACTOR SHALL APPLY THIS DETAIL IN ESTIMATING AND CONSTRUCTION TO EVERY, LIKE CONDITION WHETHER OR NOT THE REFERENCE IS MADE IN EVERY INSTANCE. STRUCTURAL WOOD 1. ALL FRAMING MEMBERS SHALL CONFORM TO THE DOUGLAS FIR —LARCH PORTION OF TABLE 2308.10.3 (IBC), UNLESS NOTED OTHERWISE. 2. THE QUALITY OF ALL WOOD MEMBERS AND THEIR FASTENINGS SHALL CONFORM TO CHAPTER 23 OF THE IBC. 3. ALL FRAMING MEMBERS SHALL BE GRADE MARKED. 4. FRAMING MEMBERS SHALL CONFORM TO THE FOLLOWING GRADES: FRAMING DF —L, j9 2 OR BETTER BLOCKING MEMBERS . DF -L, # 2 OR BETTER PLATES DF —L, STUD OR BETTER 5. 2006 IBC TABLE 2304.9.1, NAILING SCHEDULE. SHALL GOVERN UNLESS MORE RESTRICTIVE NAILING ES INDICATED ON THE 'PLANS OR DETAILS. 6. PROVIDE APPLICABLE SIMPSON (OR APPROVED EQUIVALENT) HANGERS FOR BEAMS, JOISTS, POST CAPS AND BASES AND COLUMN CAPS UNLESS NOTED OTHERWISE ON PLANS AND DETAILS. 7. BOLT HOLES IN WOOD SHALL BE A2' TO Ks" LARGER THAN THE BOLT. DEPENDING ON BOLT SIZE. . 8. PRE —DRILL NAIL HOLES WHERE NECESSARY TO PREVENT SPLITTING. 9. EACH GLU— LAMINATED MEMBER SHALL BE STAMPED WITH AN IDENTIFYING NUMBER AND SHALL BE ACCOMPANIED BY A CERTIFICATE OF INSPECTION CERTIFYING THAT THE MEMBERS MEET THE 2006 IBC REQUIREMENTS. SUCH CERTIFICATES MUST BE MADE BY AN APPROVED AGENCY OF THE A.P.A. 10. GLU— LAMINATED MEMBERS SHALL BE A COMBINATION OF 24F —V4 (DF —L) INDUSTRIAL GRADE, AND EXTERIOR GLUE, UNLESS OTHERWISE NOTED ON PLAN. • 11. ALL SUSPENDED LOADS FROM SUBPURLINS ARE PROHIBITED WITHOUT PRIOR APPROVAL. FROM THE ENGINEER. 12. ALL HANGERS, POST CAPS, AND BASES ARE BY SIMPSON STRONG —TIE OR APPROVED EQUIVALENT. PROVIDE SIMPSON STRONG —TIE (OR APPROVED EQUIVALENT) HANGERS FOR BEAMS, JOISTS, POST BASES, AND CAPS FOR COLUMNS UNLESS OTHERWISE NOTED ON PLANS AND DETAILS. V CT UD r p� 4Z PROice` • 16,:': • / co*" <(%o . 21 N4 r y L. sox G R 0 II P I 7/29/2008 '► 1.1 j '4 PROJECT: ACKENZIEl DRAWN BY: JS GENERAL NOTE Portland OR Vancouver WA Seattle WA COPYTRONI? Ti BY: SUPPLEMENTAL DRAWING: 603.224.9580 380.895.7879 208.749.9993 ROOFTOP MECH UNITS D PACTRUST BUSINESS CENTER H68 mr ® m tumor nce Au Ems mum JOB NO 1f5E nvaa' ucatorz 'uuaix°o¶ian c°Qa'a a'`nu+`� RNII6oN°F 2080343.00 1 ka . . : . . . . . 0 . Ng; 64 "LC "6 _. . . 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S 1 ;;;E.S:_1 3 §1_ 3( ii.. - - By -r-- - - -- Dale - - -• — G R Q U P - - -. -. - VITACKENZIE:, Job It_ -- _ or Portland, Oregon I Seattle, Washington ShL D Vancouver, Washington 02008 GROUP MAc sNZIE All sloaTs 4ESF.l Vte www.groupmackenzie.com . •yy\u-vc u14""C 6.1q--- 'QU\ - )\c - ------\\: D O-. F 1 - -• :.mss ) . i \\ ___ -P S�w� • I ' 1. . i . • . , Log KA w. 1 • --- SvAPS6v a4 k ' U - 4 1.:8•• 1 i'l ■94 ' GO . 4 4 4 , P P L . s • ey - - - -- Date — GROUP yob a -- - - - r "�7vTACKENZIE p� — snt. -- Portland, O regon I Seattle, Washington 1 Vancouver, Washington ®2008 Geoun MAC [rN71[. ALL RIGH16 RESERVED www.groupmeckenzle.com - . • i - T - \ i . .( . 9 ( ,__..1— . . . .. . . . .. _ 1, . „____Lom6.m,Ailsu . , �c (LJ : � � .� r - - -. i,. G• . ' t -' li•;,1.1‘)S7. 9 L. S 7P RES: 06 /P� By — -- Date— -- GROIL2-- - -- - -_ ' MACKENZIE' lobo — .. Sht. P _ ol —.— -- Portland, Oregon I Seattle, Washington I Vancouver, Washington 02008 GROUP MACEEN2II• ALL YEGNfS ¢E SEYV En www.groupmackenzle.com c w. j ..tsi 1 ;) 01.00% Q6 W L , � nwi 1 8L C'�"(- ?1P<-1-1 \ - r . ..., / m ., 4 m . c . m . ,. m c UimosItJ L.( :�k(a I., f R i l - -0 1, - (_5 4E'k PL-PNI l • . . - .'4.0iS) pi% ( • v^ RE ON m -. . . %kJ' . By - - - - -- Dato —. — G R ail R_ — — - --- - -- ` yob � _ — - - -- MACKENZIE _ ���2_ 0l _ - - -- Portland, Oregon I Seattle, Washington Sh Vancouver, Washington ® Sh. GROUP MactEn:�E. ALL G R 0 U P RiverEast Center 1515 SW Water Ave - "MACKE NZJ E I P.O. BOX 14310 PORTLAND, OREGON 97293 TEL (503) 224 -9560 - (503) 228-1285 U NIECHAPIICAL UNIT SUPPORT • _ PROJECT NAME: Copytronix TI @ PBC Bldg. 168 PROJECT NO.: 2060186.03 DATE: 12/21/07 ' ELEMENT ID: MECH UNITS DESIGNER: JS . , E:= 584-lb TOTAL WEIGHT OF MECHANICAL UNIT corner 194.1b.1.05 MAXIMUM CORNER WEIGHT (use W/3 if not specified) Pcurb 25.1b ASSUMES 100/4 =25 lb Imech 80 -in MECHANICAL UNIT LENGTH Wmech 36' in MECHANICAL UNIT WIDTH hmech := 48•in MECHANICAL UNIT. HEIGHT l„ := 8.ft SUBPURLIN SPAN I pur := 25•ft PURLIN SPAN 'cant := 11-ft LENGTH OF CANTILEVER • Dead Load Takeoff: ROOFING RF := 3.0•psf 1/2" PLY. PL := 1.6•psf 2X6 SUBPUR. SB := 0.9•psf PURLINS P := L6-psf BEAM BM := 2.(•psf ELEC EL 1.1•psf INSUL. IN := I.I : psf . SPRINK. SP := 1.1•psf DL:= RF +PL +SB +•P +BM +EL +IN +SP DL = 12.5psf SL := 25 -psf DESIGNED SNOW LOAD r_ tip PRO %% f.: S aI Ht 7 1.5.e.. 1 : .L r `'.4+ ••EG•.• qQ R i ''''. : 06/30110 2080346.00 Copytronix_PBC168 C 1 h 7/29/2008 • • • • FRAMING b := 3.5•in d := 7.25•in TRY 4x8 DF -L #2 P584 Pcomer+ Pcurb MAX WEIGHT DELIVERED TO ONE CORNER P584 = 228.7 lb 0.6• W WEIGHT FROM ADJACENT CORNER P 175.2 lb Pfmming 2 6nming = Wframing (DL+ SL)• 1526 TRIBUTARY ROOF LOADS Wframing = 150plf • 2 (P584 +Pfiaming)''sub + Wframing' MAX MOMENT IN FRAMING Mmax = 24.094k•in Mmax = • 4 8 wframing'Isub V max P584 + Pfremmg max = X SHEAR IN FRAMING V = 1.004 x 10 lb + - • 2 N1max SREQ REQUIRED SECTION MODULUS S 17,907 in 3 • 3 900 psi- 1.15.1.3 SREQ — V max REQUIRED CROSS- SECTIONAL AREA AREQ = 7.275 in AREQ = 2 l80•psi• 1.15 b•d • 5 4x8 := 4x8 = DEFINE ACTUAL SECTION MODULUS HERE S 30.661 in 6 • A4x8 b.d DEFINE ACTUAL AREA HERE ' Aug = 25.375in BENDING if(Sp Q < S4 ,"OK" , "NO GOOD" )0K BENDING = "OK" SHEAR := if (AlQ < A4 , "OK" ,"NO GOOD ") OK SHEAR = "OK" • • • • 2080346.00 Copytronix_PBC168 C 2 7/29/2008 • • . f • • PURLINS: 2 1/2 X 18 GLB BEAM DEPTH: dbm := 18•in UBC '91 BEAM WIDTH: LENGTH OF SEAT: 'seat := 3.in DEFINE LOCATION ON PURLIN: _ x1 : =.0•ft x2 : = -x1 + -Imech - x2 = 6.667 ft - - - - - 2 �'bm' d bm S2.sxI8 := DEFINE ACTUAL SECTION MODULUS HERE S25x18 = 135 in 3 6 • A2.5x18 := dbm'Wbm DEFINE ACTUAL AREA HERE A2.5x18 = 45 i 2 ro pur (DL + Sp. !sub TRIBUTARY ROOF LOAD ropur = 300plf I := I pur — 6.75• in — 2 •dbm SHEAR LENGTH OF PURLIN I = 21.4 ft ropur Ipur Rroof := 2 REACTION FROM ROOF Rroof = 3.75k Pima := P584. — Wmechl POINT LOAD ON PURLIN Pmech = 371.6 lb l 'sub J x1 + X2 Rmech := Pmech• REACTION FROM MECH UNIT Rmcch = 99.1 lb Ipur Rroof + Rmech x := LOCATION OF ZERO MOMENT x = 12.8 ft > X2 OK _ (Rmech + Rroof x TOTAL MOMENT, ASD M 24.71(41 2 max = ro pur iv Vroor := 2 SHEAR DELIVERED BY ROOF Vroof = 3.2k Vmech := Pmech• Ipnr — X2 SHEAR DELIVERED BY MECH UNIT V m 'pur ech = 272.5 lb V 11S, = Vroof + Vmech TOTAL SHEAR, ASD Vmax = 3.49k Mmax f MAX BENDING STRESS fh = 2194.9psi 5 2.5x18 1 PER 1991 UBC: Worst case assumed Fb 1.15{ 12•tn 9 .2000 si ALLOWABLE BENDING STRESS b ( dbm) P Fb = 2198.681 psi Bending := if(fb <' 1.05•Fb, "OK" ,"No Good ") OK Bending = "OK" 1.5-Vmax fv := MAX SHEAR STRESS f = 116.3 psi • A2.5xI8 PER 1982 UBC: F := 1.15.165•psi ALLOWABLE SHEAR STRESS F = 189.75psi Shear := if (f < 1.05• F "OK" , "No Good ") OK Shear = "OK" 2080346.00 Copytronix_PBC168 C 3 - 7/29/2008 r BEAMS: GLB 6 3/4X36 BEAM DEPTH: dgtb: = Fb =2400 PSI UBC '91 BEAM WIDTH: w g lb := 6.75•in LENGTH OF CANT: Icant = 11 ft • DEFINE LOCATION ON PURLIN: • - yl := l.5•ft . . Y2 := Y l + Wmech Y2 = 4.5 ft . Y3 := yi +8•ft y3 = 9.5 ft 2 �v dglb 56.75x36 DEFINE ACTUAL SECTION MODULUS HERE S6.75x36 = 1458 in 3 6 DEFINE ACTUAL AREA HERE A6.75x36 = 243 in 2 A6.75x36 := dglb'`Nglb P := (DL+ SL) • I Ipur LOAD FROM TYPICAL PURLIN P pur = 7.5 k wmeclt Ipur — Imcch + 2 — Imech %tech + 1 POINT LOAD pmechl = 533.31b pmechl = p584 [( — ON PURLIN !sub Ipur ( !sub 'put Pmech2 := p584 P — REACTION FROM MECH UNIT mech2 — 228.7 lb ( wmech 1 pur — Imech Imech Wmech REACTION FROM MECH UNIT P,neclt3 = 85.8 lb • pmech3 p584' + 'sub Ipur 'sub Ipur / 1 +2 + 3+ 4) ROOF LOAD REACTION FROM BEAM R = 12.1k Rcant = ppur 49.5•ft V := Rcant + 2• Pp ur + Pmechl + Pmech2 + Pmech3 MAX SHEAR COLUMN V max = 28k fviroof (YI +Y3)•Ppur + Rcant' lcant MAX MOMENT FROM ROOF Mroof = 215.8k•ft + MAX MOMENT FROM MECH UNITS Mmech = 2.6 k•ft Minech := Pmechl yl + Pmech2* Y2 mech3 Y3 Mroof +Mmech MAX MOMENT, ASD Mmex = 218.5 k ft Mmax MAX BENDING STRESS fb = 1798.2 psi S6.75x3G PER 1991 UBC: I 12 • in 9 ALLOWABLE BENDING STRESS Fb = 2442.8 psi , ,IJ 1.15 •, 2400 psi dgtb • g i := if (fb < 1'.05•Fb,' "OK" , "No Good ") OK Bending = "OK" 1.5• MAX SHEAR STRESS f = 172.6 psi A 6.75x36 PER 1991 UBC: 1 1.15.165•psi ALLOWABLE SHEAR STRESS F„ = 189.7 psi • ar := if(f„ < 1.05•F,, OK' , "No Good ") OK Shear = "OK" • 2080346.00 Copytronix_PBC168 C 4 7!2912008 P ; • ANCHORAGE, seismic SEG := 2 .0.918.1.133 i P := • a •= 1 3 R P := 3 h, := 30-ft W = 584 lb h := 30• ft • • 0.4•ap 1 Q SDS hx F : — R l l + 2 hr 1 W F = 1621b P l J F P Fs . _ F = 115.71b 1.4 overturning " hmech = 4 ft wmech = 3 ft hmech MOT = F s' MOT = 231.4Ib ft 2 wmech MRES = 876 lb ft • MRES W.- 2 • •MRES FSOT : FSOT = 3.8 _ MOT - screws F,. hmech negative tension means tensile Tension := Tension = 77.1 lb 2 w force is zero Fs Shear = 28.9lb #12 screw with 1 1 /2 inch embedment: Tallow 244.5-lb Vallow 163-lb check combined Tension Shear < 1' 33, "OK" ,'TIO GOOD" combined = "OK" combined := if( + JJ l Tallow Vallow • 2080346.00 Copytronix_PBC C 5 7/29/2008 A Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 97224 Spectral Response Accelerations Ss and S1 • Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Centroid Sa (sec) (g) 0.2 0.918 (Ss, Site Class B) 1.0 0:333 (S1, Site Class B) • • Period .Maximum.Sa (sec) (g) 0.2 0.944 (Ss, Site Class B) 1.0 0.338 (S1, Site Class B) Period Minimum Sa • (sec) (g) • 0.2 0.895 (Ss, Site Class B) 1.0 0.330 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 97224 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS1 Site Class D - Fa = 1.133 = 1.733 Period Sa . (sec) (g) 0.2 1.040 (SMs, Site Class D) 1.0 0.578 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions • Zip Code = 97224 SDs =2 /3x SMs and SDI = 2/3 x SM1 • • [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing]