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Specifications (2) I 1 11- 12 - `04 09:25 FROM -LRS Architects Inc 503- 221 -2077 T -506 P03/04 U -891 DBL DOORS AT B ACCESSIBLE PORTION s 1 OF COUNTER o f \ —r x__._ 4 1 • ALIGN .,, I 310 I- ' MIN CLEAR A2 0 \‘ \` f. 2 /,,, n7 10 MITER i 1 COUNTER PLAN SCALE: 1/4" = 1' - 0" - OPEN OPEN / Al . A3 A e A 6 .2 A6.2 / 4" BACKSPLASH AND RETURN • 7 •\ / \ ae ®e � � \ ® B /� /'� '� / ELEVATION A " w RUBBER BASE : A , , t ION: ALIGN DOORS WITH \ EXISTING PANEL REVEALS 7\ CITY OF TOGARO Approved C °ON TCA ,./keVa wl Thnditionally Approved � I s F- r only the work as described in: / P RMIT NO. e2,00 y "7033 . W ' . ELEVATION B See Letter to: Follow i I Attach Job Address: ,..1 /ZS Ski NAB i ] pat/ E,: - AMP 61 Date: I - 6 " O )' _ I /- C' I I 1 • / e C' t .S 1 n c 1121 SW Sab,w • Ada, 140 • P°ntmod OR 97201 • Tel. 503.221.1121 • Fa. 303.22!..'077 • TIGARD CITY HALL & PERMIT CENTER PROJECT NUMBER: 203341 A J "T i 1 I DATE: 23 August 2004 J REVISION 1 C3/A7 .3 C. Y� :004 LRS A.cnac.ra ha OFFICE COPY 11- 12 - '04 09 :25 FROM -LRS Architects Inc 503- 221 -2077 T -506 PO4/04 U -891 I' 7 ; . i 1 112 DL& WD BULLNOSE, • TYP ; I TRANSACTION 3i' HALF - MORTISE HINGE COUNTER _ DOOR ', .=_= II I - BOLT LATCH AND RECEIVER EA LEAF 8 11 —fib TEFLON SKID EA LEAF ALIGN I J _,,, • EXISTING � i +, CUT AT REVEAL TO i' ACCEPT TRANSACTION ° , i COUNTER DOORS } ;i • t 4 'r,.., ' ! , i i> , 1 ! ■ !Ili ql ;r >wicwwm"unmum. '- ' .•.. dll0u afl¢ YS: oumPUiwMYkaYwY .lb°+cw1.W4fil:vl9 3° RUBBER BASE CASEWORK SECTION SCALE: 1' =1' -0" t .. , ... , .........:, ..... . - • • . • . .7. 4 1 • • ACCESSIBLE COUNTER SKETCH r c h r ' t e c t s i n c , 1121 SW Sol, ij • Sn'ta 100 • Portland OR 97205 • rd. 503.2311121 • Fax. 503.221,201 TIGARD CITY HALL & PERMIT CENTER PROJECT NUMBER: 203341 Al-. 1 n V DATE. 23 August 2004 �Cl 1 REVISION: 1 C3 /A 7.3 .pang,,, L/ 2004 ORS Arcrute41", /n . I a` � ` N i coll Engineering, Inc. 3 F`Jy` . PO Box 23784 Tigard, Oregon 97281 • Phone: (503) 620 -2086 • Fax: (503) 684 -3636 2(00 — 3-4-- SEISMIC BRACING ANALYSIS FOR THE SUSPENDED CEILING SYSTEM FOR: CITY OF TIGARD CITY HALL & PERMIT CENTER REMODEL 13125 SW HALL BOULEVARD TIGARD, OR PROF INE �O 9 CC, 2 ?EWE r / 4• GON 9 e 1 :7/ 1 : 1 75 ZO N F TUFtR I EXPIRES: 00/6Ce I CLIENT : RICHARD TERRIERE CONSTRUCTION JOB NO.: 041016 PREPARED BY : SET CHECKED BY : . DATE : 11 -10 -04 PAGE I OF r I i ® Project: TIGARD CITY WALL REMODEL Page: '2 Client: RICHARD TERRIERE CONSTRUCTION BY SET ENGINEERING, INC. Job No.: 0,.1016 Date: 11 -10 -04 DESCRIPTION: SEISMIC BRACING ANALYSIS FOR THE SUSPENDED CEILING SYSTEM CODE: 1997 U.B.C. SEISMIC ZONE: 3 TYPE OF GRID: ARMSTRONG 7301 MAINS W/ ANY XL CROSS TEE STRUCTURE ABOVE CEILING: WOOD JOISTS /BEAMS COMPRESSION STRUT: 1 5/8 "- 25 GA STUDS TO 5' -0" TALL 1 5/8 "- 20 GA STUDS TO 8' -0" TALL FASTENERS FOR SPLAY WIRES: 1/4" x 3" LAG EYE SCREWS DIAGONAL WIRE SPLAYS: 12 GA DISTANCE FROM CEILING TO GRADE (h 12' -0" MAX. TYP. (TIGHT TO ROOF AT OPEN OFFICE AREA) DISTANCE FROM ROOF STRUCTURE TO GRADE (h 15' -0" (AVERAGE) MAX. SPACING OF STRUTS AND SPLAYS: 12' -0" x 16' -0" EACH WAY AND 6 -0" AND 8' -0" FROM WALLS RESPECTIVELY NOTES: 1.) IN OPEN OFFICE AREA, STRUTS AND SPLAY WIRES IN CELING "CLOUDS" NEED NOT BE USED WHEN THE REQUIREMENTS PER PAGE 9 ARE MET 2.) SEE PAGE 8 FOR SEISMIC BRACING OF CORRIDORS UP TO 8' -0" WIDE. 9025 SW Center Street - PO Box 23784 Tigard, Oregon 97281 • Phone: (503) 620 -2088 Fax (503) 684 -3636 rl Project; TIGARD CITY HALL REMODEL Page: S Client: RICHARD TERRIERE CONSTRUCTION BY SET ENGINEERING, INC. Job No.: 041016 Date: 11 -10 -04 LATERAL FORCE: Reference: 1997 U.B.C. Section 1632.2 (ASD alternate load combinations) =--- a pCaI p ( h x W LOCATION: FLOOR 1 - TYP. CLGS. F 1 + 3 R P h 1.4 a = 1.00 from U.B.C. table 16 -0 C = 0.36 from U.B.C. table 16 -Q I = 1.00 from U.B.C. table 16 -K R = . 3.00 from U.B.C. table 16 -0 h x = 12:00 height of ceiling with respect to grade in feet h 1 structure roof elevation with respect to grade in feet W = '4.00 psf (min. required by U.B.C.) F= 1.17 psf F shall not be less than the following: F = 0.7C p W p =1.4 F= 0.72 psf F need not be more than the following: F= 4C --1.4 F 4.11 psf USE TOTAL LATERAL FORCE = 1.17 psf LATERAL FORCE AT EACH SEISMIC BRACE LOCATION: SPACING OF SEISMIC BRACES IN ONE DIRECTION (in feet) = 12 SPACING OF SEISMIC BRACES IN OPPOSITE DIRECTION (in feet) = 16 FORCE = (12.00) (16.00) F = (12.00) (16.00) (1.17) = 224 pounds 9025 SW Center Street - PO Box 23784 Tigard, Oregon 97281 • Phone: (503) 620 -2088 Fax: (503) 684 -3636 ® Project: TICsARD CITY HALL REMOpEL Page: ' Client: RICHARD TERRIERE CONSTRUCTION By: SET . ENGINEERING, INC. Job No.: 04101 Date: 11.10.04 LATERAL FORCE: Reference: 1997 U.B.C. Section 1632.2 (ASD alternate load combinations) apC P / h X W LOCATION: CEILING CLOUDS IN OPEN OFFICE F = 1 +3 R P \\ h,. a = 1.00 from U.B.C. table 16 -0 C = 0:36 from U.B.C. table 16 -Q I = 1.00 from U.B.C. table 16 -K R = 3.00 from U.B.C. table 16 -0 h x = 15 :00 height of ceiling with respect to grade in feet h _ 15.00 structure roof elevation with respect to grade in feet W = 4.00 psf (min. required by U.B.C.) F 1.37 psf F shall not be less than the following: F = 0. 7C a I p W p =1.4 F 0.72 psf F need not be more than the following: F = 4C =1.4 F = 4.11 psf USE TOTAL LATERAL FORCE = 1.37 psf 9025 SW Center Street - PO Box 23784 Tigard, Oregon 97281 • Phone: (503) 620 -2088 Fax: (503) 684 -3636 6 1996 AISI Specification w/1999 Supplement Project: Tigard City Hall Remodel Date: 11/10/04 Model: Compression Posts up to 5' -0" tall Page 1/1 R1 R2 5.00 ft Section : 162S125 -18 Single Maxo = 50.6 Ft -Lb Fy = 33.0 ksi Moment of Inertia, I = 0.03 inA4 Va = 308.8 lb Wind or Earthquake Factor Included ? YES Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 0.0 0.000 0.0 None 37.5 0.000 0.000 [JO Combined Bending and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (lb) (Ft -Lb) Value Req'd ? R1 0.0 1.00 41.7 0.0 0.00 No R2 0.0 1.00 41.7 0.0 0.00 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (lb) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 0.0 0.0 1.00 0.00 0.00 0.00 NA R2 0.0 0.0 1.00 0.00 0.00 0.00 NA Combined Bending and Axial Load Axial Ld Bracing (in) Max Allow Ld Intr. Span (Ib) KyLy KtLt KL/r (Ib) P /Pa Value Center Span 224.0 (c) None None 134 169.3 (c) 1.32 0.99 ✓ CQ 1996 AISI Specification w/1999 Supplement Project: Tigard City Hall Remodel Date: 11/10/04 Model: Compression Posts up to 8' -0" tall Page 1/1 I R 1 R2 8.00 ft Section : 162S125 -33 Single Maxo = 107.9 Ft -Lb Fy = 33.0 ksi Moment of Inertia, I = 0.06 in "4 Va = 640.7 lb Wind or Earthquake Factor Included ? YES Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 0.0 0.000 0.0 None • 48.9 0.000 0.000 L/0 Combined Bending and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ft -Lb) Value Req'd ? R1 0.0 - 1.00 209.1 0.0 0.00 No R2 0.0 1.00 209.1 0.0 0.00 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 0.0 0.0 1.00 0.00 0.00 0.00 NA R2 0.0 0.0 1.00 0.00 0.00 0.00 NA Combined Bending and Axial Load Axial Ld Bracing (in) Max Allow Ld Intr. Span (Ib) KyLy KtLt KL/r (lb) P /Pa Value Center Span 224.0 (c) None None 218 216.1 (c) 1.04 0.78 ® Project: TIGARD CITY HALL REMODEL Page: 7 Client: RICHARD TERRIERE CONSTRUCTION By: SET ENGINEERING, INC. Job No.: 041016 Date: 11.10.04 • CHECK DIAL. WIRE SPLAYS : 12 GA CAPACITY OF WIRE = 0.60 Fy A ( 1.33 ) = ( 0.60 )( 55,000 )( 0,0088 )( 1.33 ) = 386# TENSION IN WIRE = 224/ = 317# '( 386# OK Cos 45° ® CHECK FASTENERS : 1/4" x 3" LONG LAG SCREWS W/ "EYE" THREADED PORTION = 1.8125" ALLOWABLE WITHDRAWL LOAD = 173# / in ° °° CAPACITY = ( 173 )( 1.8125 )( 1.33 ) = 417# TENSION ON LAG SCREW = TENSION IN WIRE = 317# 317# < 417# OK ® CHECK GRID : MAIN RUNNERS : ARMSTRONG 7301 CROSS TEES : ARMSTRONG XL CAPACITY OF CONNECTIONS (POUNDS): MAIN RUNNER IN TENSION : 446.7 MAIN RUNNER IN COMPRESSION : 509.3 CROSS TEE IN TENSION : 300 CROSS TEE IN COMPRESSION : 300 * CONTROLLING VALUE = 300 SAFETY FACTOR = 2 SAFE CAPACITY = 30 = 150 ASSUME \ OF GRID IS IN TENSION WHILE \ IS IN COMPRESSION ° °° CAPACITY = ( 150 )( 2 ) = 300 300# > 224# OK 9025 SW Center Street - PO Box 23784 Tigard, Oregon 97281 • Phone: (503) 620 -2088 Fax (503) 684 -3638 U Project: TIGARD CITY HALL REMODEL Page: 8 Client: RICHARD TERRIERE CONSTRUCTION BY SET ENGINEERING, INC. Job No.: 041015 Date: 11 -10 -04 ® SEISMIC BRACING OF CEILING IN CORRIDORS AND ROOMS WITH A MAXIMUM WIDTH OF 8 FEET. /////7 GGllf PERIMETER WIRES C TYPIAL HANGER 8 " WIRES @ 4' -0" O.C. / y MAIN RUNNER / .. ./ POP RIVET ALT. ENDS / S OF MAIN RUNNERS TO WALL 'L' @ 8' -0" O.C. (EA. SIDE) ATTACH WALL 'L' TO (2) WALL STUDS ON EA. SIDE OF RIVET / CONNECTION W/ #6 SCREWS (MIN. 1" PENETRATION WHEN ATTACHING TO WOOD) DO NOT RIVET BOTH ENDS OF ONE MAIN RUNNER. S' - MAX. MAX 12 FOOT WIDTH ® SEISMIC LOAD AT EA. RIVET : (8/ 2 )( 8 )( 1.17 psf ) = 37.4# • USE OPEN END RIVET - 5052 ALUM. RIVET W/ ALUM. MANDREL BY "POP" PART NO. AD42ABS 1/8" RIVET • SHEAR CAPACITY = 155# ULTIMATE SAFETY FACTOR = 155#,..-- 37A _ _ 4.1 OK 9025 SW Center Street - PO Box 23784 Tigard, Oregon 97281 • Phone: (503) 620 -2088 Fax (503) 684 -3636 NNiacoH Project: ¶I (9A CFI }-\AL. - e,./1005(...... Page: Client: 51c, i.4144.9 T e- rQS BY S S T ENGINEERING, INC. Job No.: 04-10 t cp Date: (1_,o -d4` delSI-4IL '('jF.AGiN.b 1 c - C 11,11I.C1 ti CLoUns N I '1 c EN oF"-;= i (- .AP-A Cos/4-1')(2.1 a I 1.Ip I II 11 j � SST V�f�111. "A it Ij ' 1' @ -o o,c. - � , -),' i (4-) 1 c Loup R� b I i a `j i (2) MA`( se uSESQ 11 s 1 ` - (. i 1 i r-012 cL000s I,ESs 1 l 1'1 - Ti IA 112 S,F. II ;► i 1 M Hi 1 I AIN R Ui4 JErLs C (! ( G � aSS - � - s ez it ( i I . I �I E� ;, iI � ' `� 1 1 GLouV -AMI ei 11. t ed, 9025 SW Center Street - PO Box 23784 Tigard, Oregon 97281 • Phone: (503) 620-2086 • Fax: (503) 684 -3636 NNicoli Project: T I (, A G, co—( —( Client: Page: ��GI - TL���IG BY SST ENGINEERING, INC. Job No.: 04_ 10 u Date: I L10.04-- & - ) 4 i- t- ScRew s (4)4"8 ),\513" 4 (mil P SG(ZEkiS -,-i r a. A ' 1 P STAI L - A 2I2 -2 0 laA sTUO -7'Ia.AC..l4- 1`-1A1 1 (4oN0Efz- �. g SG�4J5 DI I C2� � NSA N F -to ‘Dos-r- , f.101 - 11415 p6 5/- VV S16 J -TO F S I s T V A I. 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Z 64 . #' - /scx..41,-) S i4 (z z 3 ' /NSPoc ?c✓) 9025 SW Center Street - PO Box 23784 Tigard, Oregon 97281 • Phone: (503) 620 -2086 • Fax: (503) 684 -3636 /5/R9 71a- ) 2107( c!3b6/ 9•-co33 yz• Form 4a Project Name: Tigard City Hall & Annex Remodel Page: SYSTEMS - GENERAL Applicability Discussion of qualifying Plans/ Specs exceptions on page 4 -14 Show compliance by including a drawing sheet, detail number, specification section and subparagraph. 1. Applicablity (Section 1317) Is this form required? o 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: Exception 1 ❑ 2 ❑ 3 ❑ Area: Exception 1 ❑ 2 ❑ 3 ❑ Area: Exception 1 ❑ 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. o Complex System. Project includes a Complex System. Complete this form (4a), form 4b and equipment efficiency worksheets as required. 3. System and Zone Controls (Section 1317.4.1 and 1317.4.2) o 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 1 ❑ 2 ❑ Portions of the building that qualify: The plans /specs show compliance in the following locations: Sheets M2.1, M2.2 4. Control Capabilities (Sec. 1317.4.2.1) o Complies. Zone thermostats are capable of being set to the temperatures described in Sec. 1317.4.2.1: Where used to control both heating 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 1 ❑ 2 ❑ Portions of the building that qualify: The plans /specs show compliance in the following locations: • Spec Section 15900 4 -1 0340 odoe forms.xls March 1, 2004 Form 4a Project Name: 'Tigard City Hall & Annex Remodel Page: 2 SYSTEMS - GENERAL 5. Off -hour Controls 5.1 Automatic Setback or Shutdown (Section 1317.4.3) Complies. Systems must have at least one of the following features: ❑ Control Setback Complies. Each system is equipped with automatic control capable of reducing energy through control setback during periods of non -use or alternate use of spaces served by system. a Equipment Shutdown Complies. Each system is equipped with controls capable of reducing energy use through automatic shutdown during periods of non -use or alternate use of spaces served by system. HVAC systems with equipment shutdown are equipped with at least one of the following: El Programmable controls (1317.4.3.1 (1)) ❑ Occupant sensor (1317.4.3.1 (2)) ❑ Interlocked to a security system (1317.4.3.1 (3)) ❑ Manually activated timers with 2 -hour operation max ❑ 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 1 ❑ 2 ❑ The plans /specs show compliance in the following locations: Spec Section 15900 5.2. Shutoff Damper Controls (1317.4.3.3) o Complies. Each outdoor air supply and exhaust system is provided with motorized dampers or other means of automatic volume shutoff or reduction during periods of nonuse or alternate use of spaces served by system. o Exception. The building qualifies for an exception to the motorized damper requirement. The applicable code exception: Section 1317.4.3.3, Exception 1 ❑ 2 ❑ 3 ❑ 4 0 The plans /specs show compliance in the following locations: (Sheet M3.1, Spec Scetion 15732 5.3. Optimum Start Controls (Section 1317.4.3.2) a 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 cfm. 'The plans /specs show compliance in the following locations: Spec Section 15900 6. Heat Pump Controls (Section 1317.4.4) o 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 locations: 7. Equipment Performance (Section 1317.5.) ❑ No New HVAC Equipment. The building plans do not call for new electrical HVAC equipment, combustion heating equipment, or heat - operated cooling equipment. o Complies. All new HVAC equipment have efficiencies not less than those required by the code. The following equipment efficiency worksheets are attached: 4a 4b 4c 4d 4e 4f 4g 4h 4i 4j ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ p 0340 odoe forms.xls March 1, 2004 • Form 4a Project Name: Tigard City Hall & Annex Remodel Page: 13 SYSTEMS - GENERAL 8. Hot Gas Bypass (Section 1317.5) a No Hot Gas Bypass r- 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 Capacity <240,000 Btu /hr 50% >240,000 Btu /hr 25% ❑ Exception. Unitary packaged system with cooling capacity no greater than 90,000 Btu /h 9. Economizer Cooling (Section 1317.3) ❑ No Cooling. The building plans do not call for a new fan system with mechanical cooling. a 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 D 0 4o If Exception 3 is selected complete the following: (a) Total cooling capacity of exempt units (Btu /hr) (b) Total installed building cooling capacity (Btu /hr) r Complies. Sum of exempt units rated at less than 54,000 Btu /hr is <240,000 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: Sheet M3.1, Spec Scetion 15732 10. Economizer Pressure Relief & Integration (Section 1317.3.1 and 1317.3.2) ❑ No Economizers Required. The project does not contain a new fan system requiring economizers. o Overpressurization Complies. The drawings specifically identify a pressure relief mechanism for each fan system that will relieve the extra air introduced by the economizer. o 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 lo 2o The plans /specs show compliance in the following locations: Sheet M3.1 4 -3 0340 000e forms.xls March 1, 2004 Form 4a Project Name: Tigard City Hall & Annex Remodel Page: 1 SYSTEMS - GENERAL 11. Duct Insulation and Sealing (Section 1317.7 8s Section 1317.8) ❑ No Ducts. The building plans and specifications do not call for new HVAC ducts or plenums o Complies. The plans and specifications call for all air - handling ducts and plenums to be insulated and sealed as required by Sections 1317.7 &1317.8. 12. 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. o 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 10 2o 13 Gravity Vent Controls (1317.4.5) ❑ Complies. Stair and shaft vents. Stair shaft vents shall be equipped with motorized dampers that are capable of being automatically closed during normal building operation and are interlocked to open as required by fire and smoke detection systems. ❑ Complies. Gravity hoods, vents and ventilators. All outdoor air supply and exhaust hoods, vents and ventilators shall be equipped with motorized dampers that will automatically shut when the spaces served are not in use. ❑ Exception. The building qualifies for an exception to the gravity vent controls. • The applicable code exception is Section 1317.4.5.2 Exception 10 20 Compliance details in plans /specs: 14. Dampers (1317.5.5) ❑ Complies. Motorized outdoor air supply and exhaust air dampers have a maximum leakage rate of 4 cfm/ft` at 1.0 in w.g. when tested in accordance with AMCA Standard 500 -1998. o 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: 15. Service Water Heating (Sec. 1315) • ❑ No New Water Heating. The building plans and specifications do not call for new water heaters, hot water storage tanks or service hot water distribution systems. o Complies. All new water heaters, hot water storage tanks or service hot water distribution systems comply with the requirements of the Section 1315. ❑ Exception. The applicable code exception is Section: Exception: Portions of the building that qualify: tit ii: 1 • No Dls' b i � ns '� r s . • is l s II f n i transformers. ❑ Complies. All new distribution transf rmers comply with efficiency, testing, and labeling requirements of Section 1316.. 1 The plans /specs show compli -i c foo z s: , 4-4 0340 odoe forms.xls March 1, 2004 Form 4a Project Name: Tigard City Hall & Annex Remodel 'Page: 5 SYSTEMS - GENERAL 17. High Occupancy Ventilation (Section 1203.2.13) ❑ Complies. HVAC systems with ventilation air capacities of 1,500 CFM or greater that serve areas having an average occupant load of 20 square feet per person or less from Table 10 -A have a means to automatically reduce outside air intake. Identify applicable systems: The plans /specs indicate where equipment (i.e. carbon dioxide sensor) and sequence is specified: ❑ Exception. HVAC systems are equipped with an energy recovery device with at least 50% recovery effectiveness. o No High Occupancy Systems. Project does not contain an HVAC system as described above 18. Occupancy Ventilation (Section 1203.2) a Complies. Mechanical ventilation systems provide the required amount of ventilation specified in Section 1203.2.1. ri Complies. Natural ventilation systems provide the required amount of ventilation as certified by a registered architect or engineer as specified by Section1203.2.4. Attach worksheet 4m. The plans /specs show compliance on the following pages ❑ Exception. The building qualifies for prescriptive natural ventilation. ExceptionEl 27 19. Parking Garage Ventilation (Section 1203.2.11) ❑ No Enclosed Garages. The building plans and specifications do not call for enclosed Group S parking garages with a ventilation exhaust rate greater than 30,000 CFM. ❑ Complies. The plans and specifications call for carbon monoxide sensing devices as required by Section 1203.2.11. ❑ Exception. Open parking garages. 20. Swimming Pools, Spas and Hot Tubs (Section 1315.5) CI No New Pools. The building plans and specifications do not call for new, swimming pools, spas or hot tubs. ❑ On /Off Controls Complies. Spa and hot tub heaters are equipped with a readily accessible ON /OFF switch as required by Section 1315.5.1. ❑ Ventilation Controls Complies. Pool ventilation system is controlled based on humidity. ❑ Cover Complies. All heated pools, hot tubs and spas are equipped with a cover ❑ Heat Recovery Complies. Pools, Spas, and hot tubs, over 200 ft utilize recovered heat as required by Section 1315.5.3. 21. Fume Hoods (Section 1317.2.1.) • No Fume Hoods. The building plans do not call for fume hood systems that have a total exhaust rate greater than 15,000 cfm. ❑ Complies. Fume hood systems have at least one of the following features: ❑ Variable air volume hood exhaust and room supply systems capable of reducing exhaust and makeup air volume to 50% or less of design values. ❑ Direct makeup (auxiliary) air supply equal to at least 75% of the exhaust rate, heated no warmer than 2° F below room set point, cooled to no cooler than 3° F above room set point, no humidification added, and no simultaneous heating and cooling used for dehumidification control. ❑ Heat recovery systems to precondition makeup air from fume hood exhaust in accordance with 1318.3 - Exhaust Air Energy Recovery, without using any exception. The plans /specs show compliance in the following locations: 0340 odoe forms.xls March 1, 2004 Form 4a Project Name: Tigard City Hall & Annex Remodel Page: 6 SYSTEMS - GENERAL 22. Kitchen Hoods (Section 1317.11) c Not Regulated. The plans /specs do not call for any new kitchen hoods with exhaust capacity greater than 5,000 cfm each. ® Complies. All new kitchen hoods with a total exhaust capacity greater than 5,000 cfm have at least 50 percent of the required makeup air; (a) unheated or heated to no more than 60 °F; and (b) uncooled or evaporatively cooled. The plans /specs show compliance on the following pages 23. Outside Heating Systems (Section 1317.12) E No Outside Heating Systems. The plans /specs do not call for new permanently installed heating systems outside the building. o Complies. All new permanently installed outside heating systems are radiant gas fired systems controlled by an occupancy sensor or timer switch as required by Section 1317.12. • 4 -6 0340 odoe forms.xls March 1, 2004 Form 4b Project Name: Tigard City Hall & Annex Rem Page: 7 COMPLEX HVAC SYSTEMS Applicability 1. Simple or Complex Systems (Section 1317.9, 1317.10 and 1318) Discussion of qualifying exceptions in Note: This form is required for complex systems only. If your plans qualify as a simple system instructions section. as defined by the code, this form is not required. Fan Motor 2. Air Transport Energy (Section 1318.4.2 & Table 13 - U) Energy ❑ Not Regulated. Each HVAC system does not have total fan nameplate horsepower of 7.5 HP or See Table 134., page greater (includes the sum of all supply, return, and exhaust fans operating at design conditions) 4 -24 for maximum Complies. l horse -power allowed. ❑ p ies. The energy demand of all HVAC fan systems meets code requirements. Complete and attach Worksheet 41. o Exception. Section 1318.4.2, Exception 1 0 2 a 3 The plans /specs show compliance in the following locations: Sheet M3.1 Variable Air and Liquid 3. Variable Speed Drives (Section 1317.10.3.1) Flow ❑ Not Regulated. The building plans or specifications do not call for fan and pump motors 10 horsepower and greater that serve variable -flow air or liquid systems. o Complies. All fan and pump motors 10 hp and greater which serve variable -flow air or liquid systems are controlled by a variable -speed drive. ❑ Exception. The building qualifies for an exception to the variable -speed drive requirement. Applicable code exception is Section 1317.10.3.1, Exception 1 ❑ 2 ❑ 3 ❑ . The plans /specs show compliance in the following locations: Sheet M3.1 Cooling Tower 4. Cooling Tower Fans (Section 1317.5.4.2) Fans o No Cooling Tower There is no cooling tower in this project. ❑ Complies. Cooling tower fans have control devices that vary flow by controlling leaving fluid temperature or condenser temperature /pressure of the heat rejection device. The plans /specs show compliance in the following locations: 5. Simultaneous Heating and Cooling (Section 1318.2.1) ❑ No Cooling. The HVAC system has no cooling. o Complies. Controls prevent reheating, recooling or mixing of mechanically heated and mechanically cooled air. Exception. Code exception is Section 1318.2.1, Exception 1 0 2 ❑ 30 40 5 0 If exception 1 is used, complete and attach Worksheet 4k The plans /specs show compliance in the following locations: Sheet M3.1, Spec Section 15900 6. Large Volume Fan Systems (Section 1318.4.2.3) O Not Regulated. The building plans or specifications do not call for fan systems over 15,000 CFM that serve a single zone and function for the purpose of temperature control. ❑ Complies. Fan systems are equipped with variable frequency drive or two speed motor to reduce airflow as required by Section 1318.4.2.3. ❑ The plans /specs show compliance in the following locations: 7. Electric Motor Efficiency (Section 1317.10.3 & Table 13 - T) ❑ Not Regulated. There are no NEMA Design A &B squirrel cage,T -frame induction, permanently Exceptions wired polyphase motors of one horsepower or more which serve built up HVAC systems. of p YP p p stems. y qualifying exceptions ❑ Complies. The efficiency of all regulated motors meets code requirements. in instructions 0 Exception. Section 1317.10.3, Exception: Exception 1 ❑ 2 0 section Portions of the building that qualify: All new units The plans /specs show compliance in the following locations: Sheet M3.1 4 -7 Form 4b Project Name: Tigard City Hall & Annex Rem Page: 8 COMPLEX HVAC SYSTEMS 9. VAV System Static Pressure Reset Controls (Section 1318.2.3) ❑ Not Regulated. The building plans or specifications do not call for a VAV system controlled by a static pressure sensor or direct digital control of individual zone boxes. ❑ Complies. The system static pressure set point automatically resets to the lowest point possible while still providing the required air flow to the zones with the greatest demand. ❑ Exception. Section 1318.2.3, Exception 1 ❑ 2 ❑ The plans /specs show compliance in the following locations: Spec Section 15900 10. VAV Terminal Units (Section 1317.4.2.1) ❑ Not Regulated. Project does not contain VAV terminal units. a Complies. VAV terminal units are programmed to operate at the minimum airflow setting without addition of reheat when the zone temperature is within the set deadband. Complete Worksheet 4k. ❑ Exception. Section 1317.4.2.1, Exception lo 2 ❑ The plans /specs show compliance in the following locations: Spec Section 15900 11. Supply - Air Temperature Reset Controls (Section 1318.2.5) ❑ Not Regulated. The building plans or specifications do not call for multiple zone HVAC systems. a Complies. Multiple zone HVAC systems include controls that automatically reset the supply -air temperatures in response to building loads or outside air temperature. ❑ Exception. The building qualifies for an exception to the supply -air reset controls requirement. Applicable code exception is Section 1318.2.5, Exception 1 ❑ 2o 30 The plans /specs show compliance in the following locations: Spec Section 15900 12. Chilled and Hot Water Temperature Reset Controls (Section 1318.2.4) a Not Regulated. The building plans or specifications do not call for chilled or hot water systems with a design capacity exceeding 300,000 Btu /hr. ❑ Complies. Chilled and hot water systems include controls that automatically reset supply water temperatures by representative building loads or by outside air temperature. ❑ Exception. The building qualifies for an exception to the chilled and hot water reset controls requirement. The applicable code exception is Section 1318.2.4, Exception 1 ❑ 2 ❑ The plans /specs show compliance in the following locations: 13. Separate Air Distribution Systems (Section 1318.2.7) a Not Regulated. The building plans or specifications do not call for zones with special process temperature or humidity requirements. ❑ Complies. Separate air distribution systems serve zones with special process temperature or humidity requirements from those zones serving only comfort conditions, or supplementary control provisions are included so that primary systems can be specifically controlled for comfort purposes only. ❑ Exception. The building qualifies for an exception to the separate air distribution systems requirement. The applicable code exception is Section 1318.2.7, Exception 10 2 ❑ Identify zones with special process requirements The plans /specs show compliance in the following locations: 14. Zone Isolation Controls (Section 1318.2.6) a Not Regulated. The building plans or specifications do not call for HVAC systems serving multiple occupancies or floors with 240,000 Btu /hr or greater cooling capacity, or 300,000 Btu /hr or greater heating capacity. ❑ Complies. HVAC systems serving multiple occupancies or floors with 240,000 Btu /hr or greater cooling capacity, or 300,000 Btu /hr or greater heating capacity are equipped with isolation devices capable of automatically shutting off the supply air to and from each isolated area. Each isolated area is controlled independently and satisfies temperature setback (Section 1317.4.2) and optimum start control requirements. The central fan system air volume is reduced through fan speed reduction. The plans /specs show compliance in the following locations: Form 4b Project Name: Tigard City Hall & Annex Rem Page: 9 COMPLEX HVAC SYSTEMS 15. Humidity Controls (Section 1318.2.2) o No Moisture Added to Building. The building plans do not call for means to add moisture to maintain specific humidity levels. ❑ Complies. All new humidity control systems are equipped with a humidistat when required. All humidifier preheating devices have an automatic value to shut off preheat when humidification is not required. The plans /specs show compliance in the following locations: 16. Hydronic System Controls (Section 1318.2.8) o No Hydronic System. The building plans or specifications do not call for a new hydronic system. ❑ Complies. The hydronic system complies as follows: 15.1 Variable Flow Controls (Section 1318.2.8.4) ❑ System does not have a 10 hp or greater motor ❑ Complies. System has controls capable of varying pump flow The plans /specs show compliance in the following locations: 15.2 Three -Pipe System (Section 1318.2.8.1) ❑ System does not have a common return system (a three -pipe system) for both hot water and chilled water 15.3 Two -Pipe Changeover System (Section 1318.2.8.2) ❑ System is not a Two -Pipe Changeover System ❑ Complies. System is: a. Designed to allow a deadband between changeover from one mode to the other of at least 15 °F outside air temperature. b. Designed to operate and provided with controls that will allow operation in one mode for at least four hours before changing over to the other • mode. c. Provided with reset controls that allow heating and cooling supply temperatures at the changeover point to be no more than 30 °F apart. The plans /specs show compliance in the following locations: 15.4 Hydronic (Water Loop) Heat Pump System (Section 1318.2.8.3) ❑ System is not a Hydronic (Water Loop) Heat Pump System ❑ Complies. Hydronic heat pumps connected to a common heat pump water loop with central devices for heat rejection (e.g., cooling tower) and heat addition (e.g., boiler) have the following: a. Controls installed capable of providing a heat pump water supply temperature deadband of at least 20 °F between initiation of heat rejection and heat addition by the central devices (e.g., tower and boiler). b. Closed- circuit tower (fluid cooler) has either an automatic valve installed to bypass all but a minimal flow of water around the tower • (for freeze protection), or low- leakage positive closure dampers. c. Open- circuit tower installed directly in the heat pump loop has an automatic valve installed to bypass all heat pump water flow around the tower. Open- circuit towers used in conjunction with a separate heat exchanger to isolate the tower from the heat pump loop are controlled by shutting down the circulation pump on the cooling tower loop. d. A two- position valve at each hydronic heat pump for hydronic systems having a total pump system power exceeding 10 hp. The plans /specs show compliance in the following locations: 4 -9 Worksheet 4a Project Name: Tigard City Hall & Annex Rem( Page: 10 UNITARY AIR CONDITIONER - AIR COOLED Equipment (a) (b) (c) (d) ( Proposed Performance Discussion of equipment Cooling ratings and equipment g definitions on page 4 -19. Capacity Seasonal or Compliance Equip. ID Model Designation (Btu /h) Steady State Part Load Schedule (A -E) AC11 Carrier 48AYD030 360,000 9.3 9.5 C AC12 Carrier 48HJD007 60,000 11 C • AC13 Carrier 48HJD005 48,000 13 C • AC14 Mitsubishi MS09TW 8500 10.2 B Required Indicate source of information Documentatio ❑ ARI Unitary Directory, Section AC, page: n ❑ ARI Applied Products directory, Section ULE, Page: 0 Product data (Attach data furnished by the equipment supplier, I.e., "cut sheets ") Code Cooling Capacity (btu /hr) Minimum Rating Required Schedule lee Re Equipment Type q Schedule E ul yp Seasonal or Efficiencies Over But not over - Steady State Part Load 0 65,000 na 9.7 SEER Single Package Without a 65,000 135,000 10.3 EER n/a • This schedule of A Heating Section or With Electric 135,000 240,000 9.7 EER n/a equipment efficiencies Resistance Heat was reformatted from the 240,000 760,000 9.5 EER 9.7 IPLV code, Table 13 -L. 760,000 - 9.2 EER 9.4 IPLV 0 65,000 na 10 SEER Split System Without a Heating 65,000 135,000 10.3 EER n/a B Section or With Electric 135,000 240,000 9.7 EER n/a Resistance Heat 240,000 760,000 9.5 EER 9.5 IPLV 760,000 - 9.2 EER 9.2 IPLV 0 65,000 na 9.7 SEER Single Package With a Heating 65,000 135,000 10.1 EER n/a C Section•Other Than Electric 135,000 240,000 9.5 EER n/a Resistance 240,000 760,000 9.3 EER 9.5 IPLV 760,000 - 9.0 EER 9.2 IPLV 0 65,000 na 10 SEER Split System With a Heating 65,000 135,000 10.1 EER n/a D Section Other Than Electric 135,000 240,000 9.5 EER n/a Resistance 240,000 760,000 9.3 EER 9.7 IPLV 760,000 - 9.0 EER 9.4 IPLV E Condensing Unit Only _ 135,000 - 10.1 EER 11.2 IPLV 4-10 Worksheet 4j Project Name: Tigard City Hall & Annex Ret Page: 11 FURNACE & UNIT HEATERS - GAS & OIL -FIRED Equipment (a) (b) (c) (d) ( Discussion of equipment Proposed ratings and equipment Heating Minimum Minimum definitions on page 4 -19. g Capacity Ec ET Minimum Compliance Equip. ID Model Designation (Btu /hr) ( %) ( %) AFUE ( %) Schedule (A E) AC11 • Carrier 48AYD030 287,000 82 A AC12 Carrier 48HJD007 59,040 82 A AC13 Carrier 48HJD005 59,040 82 A • • • Required Documentation Indicate source of information ❑ GAMA Consumer Directory, page(s): El Product data (Attach data furnished by the equipment supplier, I.e., "cut sheets "). Code Required Capacity (Btu /hr) Efficiencies Compliance Schedule Equipment Type But not . Over over Minimum Efficiency This schedule of equipment Gas Fired Warm -Air efficiencies was reformatted 0 225,000 78% AFUE or 80% E from the code, Table 13 -P. A Furnaces & Combustion Furnace /AC 225,000 - 80% E, Oil -Fired Warm -Air Furnaces 0 225,000. 78% AFUE or 80% E B & Combustion Furnace /AC 225,000 - 81% E C Gas Fired Duct Furnaces ALL 80% E D Gas Fired Unit Heaters ALL 80% E E Oil -Fired Unit Heaters • ALL 80% E, 4 -19 Worksheet 4k Project Name: Tigard City Hall & Annex Remode Page: 12 Simultaneous Heating and Cooling * Additional pages may be necessary if b uilding has more terminal units than there are lines in this form. If needed use Add New Worksheet button Complete this form for all terminal units with reheat to verify compliance with Section 1318.2.1 exception 1. Terminal Unit (Variable Air Volume (VAV) Box) CFM Design Conditions ' Required Information _ Comply Max. Ht CFM Ht. CFM Ht. CFM Maximum Cooling Occupancy < or = to < or = to < or = to Airflow is Terminal Unit ID or Sq. ft Area Airflow- Max. Heating Ventilation- 30% of 0.4 CFM Occupancy < or = to Description /Location Served CFM Airflow -CFM CFM Max per sq. ft Ventilation 300 CFM VAV -1 377 1100 330 19 YES NO NO NO VAV -2 165 220 110 110 NO NO YES YES VAV -3 97 120 70 70 NO NO YES YES VAV -4 558 620 220 ' 198 NO YES NO NO VAV -5 151 450 135 100 YES NO NO NO VAV -6 108 100 40 10 NO YES NO YES ' VAV -7 96 90 35 10 NO YES NO YES VAV -8 427 6680 205 128 YES NO NO NO VAV -9 155 310 90 20 YES NO NO NO VAV -10 302 255 120 83 NO YES NO YES VAV -11 178 340 100 20 YES NO NO NO VAV -12 602 530 240 64 NO YES NO NO VAV -13 278 970 290 190 YES NO NO NO VAV -14 513 460 205 60 NO YES NO NO VAV -15 191 570 170 10 YES NO NO NO VAV -16 130 120 50 20 NO YES NO YES VAV -17 135 120 50 20 NO YES NO YES VAV -18 114 130 80 80 NO NO YES YES VAV -19 118 130 80 80 NO NO YES YES VAV -20 775 1075 320 80 YES NO NO NO VAV -21 1042 900 415 42 NO YES NO NO VAV -22 356 250 250 250 NO NO YES YES VAV -23 313 520 210 210 NO NO YES NO 4 -20 Worksheet 41 - Project Name: I Tigard City Hall 8 Annex Remodel I Page: 13 AIR TRANSPORT ENERGY Complete one worksheet for each fan system > 7.5 horsepower. Fan system horsepower is the sum of the motor brake horsepower of all supply, return, and exhaust fans (including series fan - powered terminal units) that operate during design conditions. Fan System ID: AC11 I Areas Served: Annex Perimeter ❑ System serves hospital or laboratory and include flow control device for maintaining precise pressure control. Maximum Fan Type (Supply, Nameplate Fan Identifier Return, Exhaust, Series Constant Volume Motor Brake Nameplate Motor HP (Tag) VAV) CFM or VAV HP Motor HP Allowed Ae11 Supply 10,060 VAV 10.67 15 20.0 The Plans /Specs show brake hp, nameplate hp, and CFM in the following locations: Sheet M3.1 Total System Constant Volume or Total Total System Supply Fan VAV (Use VAV for System Max Brake HP Brake HP Nameplate CFM Hospital or Lab Brake HP Allowed Complies HP Complies 10,060 VAV 10.7 14.6 Yes Yes Additional Pressure Drop Credit for Hospitals and Laboratories. Complete the section below if system serves a hospital or laboratory and contains rully ducted return /exhaust, return /exhaust air flow control devices, or individual filter system efficiencie Additional Pressure Drop Credit (all systems). Complete the section below if system contains filtration with a pressure drop at design flow. in excess of 1" w.c. ( when filters are clean), heat recovery, or direct evaporative humidifier /cooler. Additional Pressure Drop Credits Pressure Drop, Inches, W.C. ❑ Filtration Pressure Drop >1" w.c. All Systems ❑ Heat Recovery ❑ Direct Evaporative Humidifier /Cooler Hospital and ❑ Fully Ducted Return /Exhaust (0.5" credit) Laboratory ❑ Return /Exhaust Flow Control Device (0.5" credit) Systems Only ❑ Individual Filter Efficiency > or = 85% (0.5" credit) Total Additional Pressure Drop Credit: ❑ Manufacturer's product data sheet(s) is attached and design values are shown in plans /specs in the following locations Adjusted Max Total Brake _ Constant Volume or VAV (Use VAV Total Additional Allowed HP (from Adjusted Brake Supply CFM for Hospital or Lab Systems) Pressure Drop Brake HP above) HP Complies Add New Worksheet 41 t -21 .1 AC ID /` Performance Summary for AC -1 Project Name: Tigard City Hall 05/05/2004 Prepared by: 08:51AM • Part Number: 48AYD03OPPQ611 EZ EER (ARI 360) 9.30 IPLV 9.8 Shipping Dimensions: Unit Length: 13' 9" Unit Width: 7' 10" Unit Height: 6' 1" Unit Shipping Weight 4572.0 lb Heating Type Gas Supply / Return Horizontal Application Type VAV Cooling Airflow 10100 CFM Altitude 0 ft Cond. Ent. Air Temp 95.0 °F Ent. Air Dry Bulb 82.0 °F Ent. Air Wet Bulb 65.0 °F Ent. Air Enthalpy 29.86 BTU/Ib Lvg. Air Dry Bulb 56.3 °F Lvg. Air Wet Bulb 53.6 °F Lvg. Air Enthalpy 22.33 BTU/lb Gross Cooling Capacity 342.56 MBH Gross Sensible Clg. Cap. 280.41 MBH Compressor Power 26.11 kW Coil Bypass Factor 0.213 Note Standard Coil Used Heating Airflow 10100 CFM Heating Ent. Air Temp. 60.0 °F Gas Input (Min) 265.6 MBH Gas Input (Max) 350.0 MBH Gas Output 287.0. MBH Heating Lvg. Air Temp. 86.3 °F Note Low Gas Heat Unit Steady State Eff 82 Temp. Rise 26.3 °F Ext. Static Pressure 2.00 in wg 4 inch Filter 0.02 in wg Selection External Static Pressure 2.02 in wg Supply Fan Type Forward Curve Supply Fan RPM 997 Supply Fan BHP 10.8 BHP Supply Fan Motor HP 15.0 hp Electrical Data: • Volts- Phase -Hertz 460 -3 -60 Minimum Voltage 414 Maximum Voltage 508 Comp. Cir. A, No.1 RLA 10.2 Comp. Cir. A, No.1 LRA 90 Comp. Cir. A, No.2 RLA 10.2 Comp. Cir. A, No.2 LRA 90 Comp. Cir. B, No.1 RLA 11 Comp. Cir. B, No.1 LRA 90 Comp. Cir. B, No.2 RLA 11 Comp. Cir. B, No.2 LRA 90 Condenser Fan Qty 2 Condenser Fan FLA (ea) 3.3 Evap. Fan Motor HP 15 Evap. Fan Motor FLA 21 Power Supply MCA 75.3 Power Supply MOCP 90.0 • RTUBuilder v1.41 Page 1 of 2 P hysical data (gas heating units) AC11 py `s • Ca -ilee a UNIT 48AJ,AK,AW,AY 020 025 027 030 NOMINAL CAPACITY (tons) 20 - 25 27 30 BASE UNIT See Operating Weights Table OPERATING WEIGHT (lb) COMPRESSOR Quantity ... Type (Ckt 1, Ckt 2) 2...SR'782AT/1...SR 1...SR'812AT, 1...SR•942AT /1...SR'942AE 2 ... SR•942AT /1...SR'942AE 2...SR'782AT/2.. SR'812AT Number of Refrigerant Circuits 2 2 2 2 Oil (oz) (Ckt 1, Ckt 2) Precharged Precharged Precharged Precharged REFRIGERANT TYPE R -22 Operating Charge (lb -oz) Circuit 1 26 -8 32 -0 34 -0 f 29-0 Circuit 2 14-0 17 -0 I 19-0 CONDENSER COIL Cross - Hatched 3 /a" Copper Tubes, Aluminum Lanced, Aluminum Pre - Coated, or Copper 'late Fins 1 Rows�Fins/in. 2 .. 15 3 . 15 3 .. 15 4 .. 15 Total Face Area (sq ft) 33.3 I 33.3 I 33.3 I 33.3 CONDENSER FAN Propeller Type • Nominal Cfm 17,200 15,850 15,850 • 14,500 Motor Quantity... Diameter (in.) 2 ... 30 I 2 ... 30 I 2 ... 30 I 2 ... 30 EVAPORATOR COIL Cross - Hatched Copper Tubes, Aluminum Plate Fins • Tube Size (in.) 3 /8 3 /8 3 /a 3 /a Rows ... Fin in. 3 ... 15 3 ... 15 4 ... 15 4 ... 15 Total Face Area (sq ft) 31.7 31.7 31.7 I 31.7 EVAPORATOR FAN Centrifugal Type Quantity ... Size (in.) 2 ... 20 X 15 2 ... 20 X 15 20 2...B0 X 15 Type Drive Belt Belt Belt Belt Nominal Cfm 8,000 10,000 11,000 12,000 Motor Motor Frame Size 184T I 21ST I 254T 184T I 215T I 254T 215T I 254T i 256T 245F I 254T I 2 6T Motor Bearing Type Ball Ball Ball Ball Maximum Allowable Rpm 1200 1200 1200 1200 Motor Pulley Pitch Diameter 4.8 1 4.4 5.7 5.2 6.1 5.5 4.4 4.9 5.9 4,4 5.7 i}9 Nominal Motor Shaft Diameter (in.) 1'/8 1 I 1 /a 1'/e 1 1 /a 1 1 I 1 /8 4 1 /a I 4 Fan Pulley Pitch Diameter (in.) 12.4 8.6 9.1 12.4 11.1 8.7 9.4 8.1 8.7 9-0 9.1 6, Nominal Fan Shaft Diameter (in.) 115 /16 115 /i6 1 1',/,a Belt Quantity 1 2 2 1 1 2 2 2 2 2 2 2 Belt Type BX56 BX50 5VX530 BX56 5VX570 5VX530 BX50 5VX500 SVX53C 8X50 5VX530 5V4639 Belt Length (in.) 56 63 53 56 57 53 50 50 53 50 53 53 Pulley Center Line Distance (in.) 16.0 -18.7 15.6 -18.4 15.0 -17.9 15.6 -18.4 15.6 -18.4 15.0 -17.9 15.6 -18.4 15.0 -17.9 15.0-17. 15.6 -15.4 15.0 -17.9 45.0 17.9 Factory Speed Setting (rpm) 717 924 1096 773 962 1106 848 1059 1187 866 1096 44437 FURNACE SECTION • Supply Line Pressure Range 5.0 -in. wg min/13.5 -in. wg max. Rollout Switch Cutout Temp (F)t 225 225 225 225 Burner Orifice Diameter (in ...drill size) Natural Gas Std .111 ... 34 .111 ... 34 .111 ... 34 .111 ... 34 Liquid - Propene AK .089...43 .089...43 .089...43 .080...13 Thermostat Heat Anticipator Setting Stage 1 (amps) 0.1 0.1 0.1 0.1 Stage 2 (amps) 0.1 0.1 0.1 0.1 Gas Input (Btuh) Stage 1 262,500/394,000 262,500/394,000 262,500/394,000 262,500/394,000 (Low Heat/High Heat) Stage 2 350,000/525,000 350, 000 /525, 000 350,000/525,000 350,000 /525,000 (Low Heat/High Heat) Efficiency (Steady State) ( %) 82 82 82 82 Temperature Rise Range 15- 45/35 -65 15- 45/35 -65 15- 45/35 -65 15- 45/35 -65 Manifold Pressure (in. wg) Natural Gas Std 3.5 3.5 3.5 15 Gas Valve Quantity �re AN 3.5 3.5 2 3.5 3.3 2 2 HIGH - PRESSURE SWITCH (psig) Cutout 426 426 426 426 Reset (Auto.) 320 _ 320 320 320 RETURN -AIR FILTERS Quantity ... Size (in.) gm 10 ... 20 x 24 10 ... 20 x 24 10 ... 20 x 24 t0 ... 20 x 24 OUTDOOR -AIR FILTERS Quantity...Size (in.) 8...16 x 25 x 2 4...20 x25 x2 POWER EXHAUST Direct Drive, Single -Phase Motors (Factory-Wired for High Speed Operation), Forward -Curved Fan Wheels with Backdraft Dampers on Each Fan Housing Motor, Quantity...Hp 4,,.1 Fan, Diameter...Width (in.) 11 x 10 LEGEND Al - Aluminum Cu - Copper 'Sizes 020 -030: Circuit 1 uses the lower portion of condenser coil, Circuit 2 uses the upper . portion. Sizes 035 -060: Circuit 1 uses the left condenser coil, Circuit 2 the nght. All units have inter- twined evaporator coils. tRollout switch is manual reset. • 6 • AC11 fl 16 Ratings and capacities (Carrie]) ELECTRIC RESISTANCE HEATER DATA UNIT HEATER kW HEATER %HEAT DESIGN • . DESIGN RANGE SOAJ,AK,AW,AY 208 230 46 STAGES STAGE 11•07-7 FM Max CFM Min Us Max Us 020 -035 LO HEAT 27 36 36 36 ! i' 6,000 15,000 2,830 7,075 020 -035 HIGH HEAT 54 72 - - 0 00 6,000 15,000 2,830 7,075 040 -050 LO HEAT 27 36 36 .• 1 100 ��0,500 20,000 4,953 9,433 040 -050 HIGH HEAT 54 _......."-- 2 72 2 50/100 10, • • 20,000 4,953 9,433 060 LO HEAT 54 54 54 1 100 15,000 7,075 12,735 060 HIGH • 81 108 108 108 2 50/100 15,000 27,000 ,: - 12,735 • it . • e to the open design of the electric heaters, the airside pressure drop is negligible. COOLING CFM OPERATING RANGE • UNIT MIN CFM MAX CFM' MIN Us MAX Us 48/50AJ,AW020 6,000 10,000 2,832 4,719 48/50AK,AY020 4,000 10,000 1,888 4,719 48/50AJ,AW025 7,500 12,500 3,540 5,899 48/5OAK,AY025 5,000 12,500 2,360 5,899 48/50AJ,AW027 8,100 13,500 3,823 6,371 48/50AK,AY027 5,400 13,500 2,549 - 6,371 48/50AJ,AW030 9,000 15,000 4,248 7,079 48/50AK,AY030 6,000 15,000 2,832 7,079 48/50AJ,AW035 10,500 17,500 4,955 8,259 48/50AK,AY035 7,000 17.500 3,304 8,259 48/50AJ,AW040 12,000 20,000 5,663 9,439 48/50AK,AY040 8,000 20,000 3,776 9,439 48/50AJ,AW050 13,500 20,000 6,371 9,439 48/50AK,AY050 10,000 20,000 4,719 9,439 48/50AJ,AW060 18,000 27,000 8,495 12,743 48/50AK,AY060 12,000 27,000 5,663 12,743 `Operation at these levels may be limited b y entering evaporator air wet bulb temperatures. See Cool- ing Capacities tables on pages 35 -42 for further details. GAS HEATING CAPACITIES AND EFFICIENCIES STANDARD UNITS UNITS INPUT (Btu/hr) MAXIMUM TEMPERATURE STEADY -STATE DESIGN RANGE 48AJ,AW Stage 1 Stage 2 OUTPUT RISE (°F) EFFICIENCY ( %) Min CFM Max CFM 020-035 LO HEAT 265,600 350,000 287,000 15 to 45 82 5,900 15,000 020 -035 HIGH HEAT 398,400 525,000 430,500 35 to 65 82 6,100 11,400 040-050 LO HEAT 303,500 400,000 328,000 10 to 40 82 7,600 22,500 040-050 HIGH HEAT 607,000 800,000 656,000 30 to 60 82 10,100 20,200 060 LO HEAT 582,000 776,000 636,300 10 to 40 82 11,000 27,000 060 HIGH HEAT 873,000 1,164,000 954,480 30 to 60 82 14,700 27,000 UNITS WITH STAGED GAS OPTION UNITS STAGES OF GAS CONTROL MIN. OUTPUT MAX. OUTPUT DESIGN RANGE I ARA I AW (/ Pull Heat Autrut) (Rtuh) (Rhd) •o1.. ...CAA !!I..... f`C1111 020 - 030 LOW GAS HEAT 38, 50, 75, 88, 100 107,625 287,000 5,900 151,000 I ULU - U3U MU M UM IitAl L3, 33, 00, O I 5 , 63, IUU TU /,OCS 4311, 0 T00 11 035 -050 LOW GAS HEAT 38, 50, 76, 88, 100 124,435 328,000 7,600 22,500 035 -050 HIGH GAS HEAT 38, 50, 76, 88, 100 248,870 656,000 10,100 20,200 060 LOW GAS HEAT 19, 25, 38, 44, 50, 56, 63, 75, 88, 94, 100 119,300 477,200 11,000 27,000 060 HIGH GAS HEAT 25, 33, 50, 58, 67, 75, 83, 92, 100 238,625 954,500 14,700 27,000 3. At altitudes above 2000 ft, the following formula may be used: . A CAUTION _ Output capacity This MINIMUM heating CFM must be maintained during heating (.24 x specific weight of air x 60) (air quantity) operation. Failure to maintain this minimum heating CFM will result in 4. Minimum allowable temperature of mixed air entering the heat exchanger dur- operational issues such as limit switch tripping due to the reduced airflow ing half -rate (first stage) operation is 50 F. There is no minimum mixture that allows adjacent temperatures to rise beyond the limit switch set temperature limitation during full -rate operation. points. Cycling the unit on the limit switches may result in customer 5. Total unit design is listed by ETL Testing Laboratories Inc. dissatisfaction and pose a potentially hazardous situation. 6. The minimum heating cfm is typically lower than the minimum cooling cfm on constant volume units (see Cooling Performance tables). To operate at the NOTES: lower cfm requires the addition of unloaders to the lead compressor. Without 1. Ratings are approved for altitudes to 2000 feet. At altitudes over 2000 ft, this modification, the unit may not be operated below the minimum cooling cfm, ratings are 4% less for each 1000 ft greater than 2000 ft above sea level. 2. At altitudes up to 2000 ft, the following formula may be used to calculate air temperature rise: Output capacity At 1.10 x air quantity c <IST£ ® C /ST£ cal • • 13 AC12 Py r' ARI* capacity ratings I I Carrier C UNIT NOMINAL COOLING TOTAL SOUND RATING 48HJ TONS (Btuh) kW SEERt ® (Bels) IPLVtt 004 3 36,000 3.2 13.0 11.2" 7.6 N/A 005 4 46,000 4.1 13.0 11.1" 7.6 N/A 006 5 61,000 5.5 13.0 11.0" 8.0 N/A I 007 6 73,000 6.7 - 11.0 8.0 N/A I 008 7.5 90,000 8.2 - 11.0 8.2 i 11.6 009 8.5 102,000 9.4 - 10.8 8.2 10.9 012 10 120,000 10.9 - 11.0 8.4 114 014 12.5 138,000 14.4 - 9.6 8.6 10.3 LEGEND Bels - Sound Levels (1 bel = 10 decibels) EER - Energy Efficiency Ratio r IPLV - Integrated Part-Load Value - SEER - Seasonal Energy Efficiency Ratio 'Air- Conditioning & Refrigeration Institute. U , '9 sr " °,° 5 ' tApplies only to units with capacity of 65,000 Btuh or less. °"" TM� ^aD ARI does not require EER ratings for unit with capacity below 65,000 Btuh. For Sizes 004 -012 Sizes 014 Only these units, the EER rating at ARI standard conditions is provided for informa- Only tion only. ttThe IPLV is not applicable to single- compressor units. 4. All 48HJ004 -014 units are in compliance with ASHRAE 90.1 2001 Energy NOTES: Standard for minimum SEER and EER requirements. Refer to state and 1. Rated in accordance with ARI Standard 210/240 (004 -012 units) or 360 local codes or visit the following website: http: / /solstice.crest.org /efficiency/ (014 units) and 270 (004 -014 units). bcap to determine if compliance with this standard pertains to a given geo- 2. Ratings are net values, reflecting the effects of circulating fan heat. graphical area of the United States. 3. Ratings are based on: California, Maryland, Washington, Wyoming and various local and Cooling Standard: 80 F db, 67 wb indoor entering -air temperature and 95 F state building codes adopted the ASHRAE 90.1 efficiency standard on db outdoor entering -air temperature. October 29, 2001. IPLV Standard: 80 F db, 67 F wb indoor entering -air temperature and 80 F db outdoor entering -air temperature. HEATING CAPACITIES AND EFFICIENCIES 208/230 -1 -60 - SINGLE STAGE GAS HEAT U INPUT CAPACITY OUTPUT CAPACITY TEMPERATURE MINIMUM HEATING EFFICIENCY 48H 1st Stage 2nd Stage 1st Stage 2nd Stage RISE (°F) AIRFLOW (CFM) AFUE ( %) Steady St . - ( %) E004 2,000 - 58,000 - 15 -45 1200 82.8% c .0 F004 11 ,: - 90,000 - 55 -85 980 80.0% 80.0 D005 72,000 - 58,000 - 15 -45 1200 82.8% 82.0 E005 115,000 - 92,000 - 35 -65 1320 81.0% 81.0 F005 150,000 118,000 - 50 -80 1370 80 0 80.0 D006 72,000 - 58,000 - 15-45 1200 . .8% 82.0 E006 115,000 - 92,000 - 35 -65 1320 81.0% 81.0 F006 150,000 - 18,000 - 50 -80 1370 80.4% 80.0 GO 208/2 -1 -60 - SINGLE STAGE GAS HEAT - '. NOx = 0 UNIT INPUT CAPACITY OUTPUT CAPA TEMPERATURE INIMUM HEATING EFFICIENCY 0 48HJ 1st Stage 2nd Stage 1st Stage 2nd Sta. , RISE (°F) AIRFLOW (CFM) AFUE ( %) Steady State ( %) M004 60,000 - 50,000 - 20 -50 930 80.2% 81.2 0 N004 90,000 - 74,000 - 30 -6s 1150 81.0% 81.4 .A L005 60,000 - 50,000 - • 0 930 80.2% 81.2 M005 90,000 - 74,000 - 30 -. 1150 81.0% 81.4 N005 120,000 - 101,000 - 40 -70 1340 80.7% 82.4 L006 60,000 - 50,000 - 20 -50 930 80.2% 81.2 M006 90,000 - 74,000 30 -60 1150 81.0% 81.4 N006 120,000 - 101,000 - 40 -70 1340 80.7% 82.4 20: ' 0/460 -3 -60 - SINGLE STAGE GAS HEAT - LO ..Ox UNIT INPUT CAPACITY OUTPUT CAPACITY TEMPERATURE MINIMUM HEATING EFFICIENCY 481-1J 1st Stage 2nd Sta • 1st Stage 2nd Stage RISE (°F) AIRFLOW (CFM) • FUE ( %) Steady State ( %) M004 60,000 50,000 - 20-50 930 :. % 81.2 N004 90,000 - 74,000 - 30 -60 1150 81.0'• 81.4 L005 60,000 - 50,000 - 20 -50 930 80.2% 81.2 M005 90,0.: - 74,000 - 30-60 1150 81.0% 81.4 N005 1 - %,•00 - 101,000 - 40 -70 1340 80.7% :2.4 L006 60,000 - 50,000 - 20 -50 930 80.2% 8 . • MO.. 90,000 - 74,000 - 30 -60 1150 81.0% 81.4 .06 120,000' - 101,000 - _ 40-70 1340 80.7% 82.4 129 .. ARI* capacity ratings (cont) AC1 2 carrier HEATING CAPACITIES AND EFFICIENCIES (cont) 208/230/4603-6D - ` ■ • d•- UNIT INPUT OUTPUT CAPACITY TEMPERATURE MINIMUM HEATING ICIENCY 48HJ 1st Stage 2nd Stage tage 2nd Stage RISE ( °F) 'AIRFLOW (CFM Steady State ( %) 11004 72,000 - 59,04, - 25 -55 •• 82.0% 82.0 K004 115,000 • + • 80.0% 81.0 G005 72,000 - 59,040 - - 1000 82.0% 82.0 H005 115,000 • iesa+ aw•rc• 81.0 K005 150,000 • r+' + : • 80.0% 80.0 G006 72,000 - 59,040 - 15 -45 1220 : .0% 82.0 H006 115,01 - 93,150 - 35 -65 1330 81.0 °° 81.0 K01. • ,000 - 120,000 - 50-80 1390 80.0% fix•„ _ 208/230/460/575 -3 -60 - 2 STAGE GAS HEAT UNIT INPUT CAPACITY OUTPUT CAPACITY TEMPERATURE MINIMUM HEATING EFFICIENCY 48HJ 1st Stage 2nd Stage 1st Stage 2nd Stage - RISE ( °F) AIRFLOW (CFM) AFUE ( %) Steady State ( %) E004 50,000 72,000 41,000 59,040 15 -45 1220 82.0% 82.0 F004 82,000 115,000 65,600 93,150 55 -85 1020 80.0% 80.0 D005 50,000 72,000 41,000 59,040 15 -45 1220 82.0% 82.0 E005 82,000 115,000 66,420 93,150 35 -65 1330 81.0% 81.0 F005 120,000 150,000 96,000 120,000 50 -80 1390 80.0% 80.0 D006 50,000 72,000 41,000 •59,040 15 -45 1220 82.0% 82.0 E006 82,000 115,000 66,420 93,150 35 -65 1330 81.0% 81.0 1 ,. 1 • 1 _• t•• 1 • ••• •. III 1 • III • :• 1 •• :•.•% :1.• 0007 50,000 72,000 41,000 59,040 15 -45 1220 82.0% 82.0 11 - , 1.1 ,••• • • , • -. 1 1. . . • F007 120,000 150,000 96,000 120,000 50 -80 • 1390 80.0% 80.0 D008 90,000 125,000 73,800 102,500 20 -50 1900 82.0% 82.0 E008 120,000 180,000 98,400 147,600 35 -65 1440 82.0% 82.0 F008 180,000 224,000 147,600 183,680 45 -75 2230 82.0% 82.0 D009 90,000 125,000 73,800 102,500 20 -50 1900 82.0% 82.0 E009 120,000 180,000 98,400 147,600 35 -65 1440 82.0% 82.0 F009 180,000 224,000 147,600 183,680 45 -75 2230 82.0% 82.0 D012 120,000 180,000 98,400 147,600 35 -65 1440 82.0% 82.0 E012 180,000 224,000 147,600 183,680 35 -65 2570 82.0% 82.0 F012 200,000 250,000 160,000 200,000 40 -70 2650 80.0% 80.0 D014 180,000 224,000 147,600 183,680 35 -65 2570 82.0% 82.0 E014 200,000 250,000 ' 160,000 200,000 40 -70 2650 80.0% 80.0 Tr © O O 2 as er 130 • P9 (9 ARI* capacity ratings AC13 p g CCurrie) UNIT NOMINAL COOLING TOTAL SOUND RATING 48HJ TONS (Btuh) kW SEERt EER (gels) IPLV-11- sI_ . III 005 4 46,000 4.1 13.0 11.1" 7.6 N/A i+. . ,.,. .1 i :.i I • 007 6 73,000 6.7 - 11.0 8.0 N/A 008 7.5 90,000 8.2 - 11.0 8.2 11.6 009 8.5 102,000 9.4 - 10.8 8.2 10.9 012 10 120,000 10.9 - 11.0 8.4 11.4 014 12.5 138,000 14.4 - 9.6 8.6 10.3 LEGEND Bels - Sound Levels (1 bel = 10 decibels) " " °' °'" EER - Energy Efficiency Ratio _ IPLV - Integrated Part -Load Value ,4� SEER - Seasonal Energy Efficiency Ratio 'Air- Conditioning & Refrigeration Institute. ,,_ ,,,,„ ''` '� 9 srwaaa ,P +° tApplies only to units with capacity of 65,000 Btuh or less. s ` r • "ARI does not require EER ratings for unit with capacity below 65,000 Btuh. For Sizes 004 -012 Sizes 014 Only these units, the EER rating at ARI standard conditions is provided for informa- Only tion only. ttThe IPLV is not applicable to single- compressor units. 4. All 48HJ004 -014 units are in compliance with ASHRAE 90.1 2001 Energy NOTES: Standard for minimum SEER and EER requirements. Refer to state and 1. Rated in accordance with ARI Standard 210/240 (004 -012 units) or 360 local codes or visit the following website: http: / /solstice.crest.org /efficiency/ (014 units) and 270 (004- 014.units). bcap to determine if compliance with this standard pertains to a given geo- 2. Ratings are net values, reflecting the effects of circulating fan heat. graphical area of the United States. 3. Ratings are based on: California, Maryland, Washington, Wyoming and various. local and Cooling Standard: 80 F db, 67 wb indoor entering -air temperature and 95 F state building codes adopted the ASHRAE 90.1 efficiency standard on db outdoor entering -air temperature. October 29, 2001. IPLV Standard: 80 F db, 67 F wb indoor entering -air temperature and 80 F db outdoor entering -air temperature. HEATING CAPACITIES AND EFFICIENCIES 208/230 -1 -60 - SINGLE STAGE GAS HEAT UNIT NPUT CAPACITY OUTPUT CAPACITY TEMPERATURE MINIMUM HEATING EFFICIEN • • 48HJ 1st S . •e 2nd Stage 1st Stage 2nd Stage RISE (°F) AIRFLOW (CFM) AFUE ( %) dy State ( %) E004 72,000 - 58,000 - 15-45 1200 82.8% 82.0 F004 115,000 - 90,000 - 55 -85 980 80.0% 80.0 D005 72,000 58,000 - 15-45 1200 82.: 82.0 E005 115,000 - 92,000 - 35 -65 1320 : .0% 81.0 F005 150,000 - 118,000 - 50 -80 1370 80.4% 80.0 D006 72,000 - 58,000 - 15 -45 1200 82.8% 82.0 E006 115,000 - 000 - 35 -65 1320 81.0% 81.0 F006 150,000 - 118,. :s - 50 -80 137' 80.4% 80.0 A GO 208/230 -1 -. I - SINGLE STAGE GAS HEA LOW NOx = O UNIT INPUT CAPACITY OUTPUT CAPACITY TEMPERATURE MINIMUM HEATING EFFICIENCY 0 48HJ 1st Stage 2nd Stage 1st Stage 2nd Stage RISE (°F) AIRFLOW (CFM) AFUE ( %) Steady State ( %) C M004 60,000 - 50,000 - 20 -5. 930 80.2% .. 81.2 N004 90,000 - 74,000 - • •0 1150 81.0% 81.4 A L005 60,000 - 50,000 - 24 •0 930 80.2% 81.2 M005 90,000 - 74,000 - 30 -60 1150 81.0% 81.4 N005 120,000 - 101,000 - 40 -70 1340 80.7% 82.4 L006 60,000 - 50,000 - 20 -50 930 80.2% 81.2 M006 90,000 - 74,000 30 -60 1150 81.0% 81.4 N006 120,000 - 101.000 - 40 -70 1340 80.7% 82.4 • 20: 30/460 -3 -60 - SINGLE STAGE GAS HEAT - LO + .0x UNIT INPUT CAPACITY OUTPUT CAPACITY TEMPERATURE MINIMUM HEATING EFFICIENCY 48HJ 1st Stage 2nd Sta• - 1st Stage 2nd Stage RISE (°F) AIRFLOW (CFM) ' FUE ( %) Steady State ( %) M004 60,000 50,000 - 20 -50 930 • 81.2 N004 90,000 - 74,000 - 30 -60 1150 81.. 81.4 L005 60,000 - 50,000 - 20 -50 930 80.2% 81.2 M005 90,0.. - 74,000 - 30 -60 1150 81.0% 81.4 N005 12. :.0 - 101,000 - 40 -70 1340 80.7% 82.4 L006 .0,000 - 50,000 - 20 -50 930 80.2% , 1.2 M006 90,000 - 74,000 - 30 -60 1 150 81.0% 81. NO.. _ 120,000 - 101,000 - 40-70 1340 80.7% 82.4 129 A C 13 � 20 ARI* capacity ratings (cont) ( Carrie,) HEATING CAPACITIES AND EFFICIENCIES (cont) 208/230/460 -3 -60 - SINGLE STAGE GAS HEAT UNIT INPUT CAPACITY - • UT CAPACITY TEMPERATURE MINIMU G 1 EFFICIENCY 48HJ 1st Stage 2nd Stage 1st Stage - • Stage RISE (°F) (CFM) AFUE ( %) Steady State ( %) H004 72,000 - 59,040 - 25 -55 1000 82.0% 82.0 K004 115,000 - 93,150 - . ' 1020 80.0% 81.0 G005 72,000 - 59,040 - 25 -55 1000 82.0% 82.0 H005 115,000 - 93,150 - 30-60 • • 0 81.0% 81.0 K005 150,000 - .,•10 - 50 -80 1390 80.0% 80.0 ' G006 72,000 59,040 - 15 -45 1220 0 0 82.0 H006 MD e• - 93,150 - 35 -65 1330 81.0% 81.0 KO • 50,000 - 120,000 - 50 -80 1390 80.0% . 208/230/460/575 -3 -60 - 2 STAGE GAS HEAT UNIT INPUT CAPACITY OUTPUT CAPACITY TEMPERATURE MINIMUM HEATING EFFICIENCY 48HJ 1st Stage 2nd Stage 1st Stage 2nd Stage RISE (°F) AIRFLOW (CFM) AFUE ( %) Steady State ( %) E004 50,000 72,000 41,000 59,040 15 -45 1220 82.0% 82.0 11• • 001 1.1 • .11 • 1 • 0 :• • :0 0 D005 50,000 72,000 41,000 59,040 15 -45 1220 82.0% 82.0 IS - ,III ,III \ . -• . .I'o _ • .1 F005 120,000 150,000 96,000 120,000 50 -80 1390 80.0% 80.0 0006 50,000 72,000 41,000 59,040 15-45 1220 82.0% 82.0 E006 82,000 115,000 66,420 93,150 35 -65 1330 81.0% . 81.0 F006 120,000 150,000 96,000 120,000 50-80 1390 80.0% 80.0 D007 50,000 72,000 41,000 59,040 15-45 1220 82.0% 82.0 E007 82,000 115,000 66,420 93,150 35 -65 1330 81.0% 81.0 F007 120,000 150,000 96,000 120,000 50 -80 1390 80.0% 80.0 D008 90,000 125,000 73,800 102,500 20 -50 1900 82.0% 82.0 E008 120,000 180,000 98,400 147,600 35 -65 1440 82.0% 82.0 F008 180,000 224,000 147,600 183,680 45-75 2230 82.0% 82.0 D009 90,000 125,000 73,800 102,500 20 -50 1900 82.0% 82.0 E009 120,000 180,000 98,400 147,600 35 -65 1440 82.0% 82.0 F009 180,000 224,000 147,600 183,680 45 -75 2230 82.0% 82.0 D012 120,000 180,000 98,400 147,600 35 -65 1440 82.0% 82.0 E012 180,000 224,000 147,600 183,680 35 -65 2570 82.0% 82.0 F012 200,000 250,000 160,000 200,000 40 -70 2650 80.0% 80.0 D014 180,000 224,000 147,600 183,680 35 -65 2570 82.0% 82.0 E014 200,000 250,000 160,000 200,000 40 -70 2650 80.0% 80.0 eh r•■ • O 0 0 00 130 Py1 AC 14 Job Name: Location: Purchaser: Engineer: Submitted To: For: ❑ Reference ❑ Approval ❑ Construction Submitted By: Date: Unit Designation: Schedule No. Model No.: • S u bm i tt a I Data M S09TW & . MU O9TW MITSUBISHI ELECTRIC Capacities: --- ______ _______ Cooling 8.5 MBH Outdoor Design Temp F° DB/WB --- Cooling 95/75 EER 10.1 � MS09TW 101 SEER 10.2 Indoor Unit: ° O Power Supply (V /PH /Hz) 115/1/60 Max. Fuse Size 15 Amps " " " " " " "` " "' " "` "" Min. Ampacity 0.5 Amps • Weight 20 Lbs. MUO9TW Sound dB(A) L- 26/M- 31/H -36 Outdoor Unit: Dimensions — Inches Power Supply (V /PH /Hz) 115/1/60 Max. Fuse Size 15 Amps Min. Ampacity 11 Amps Weight 71 Lbs. < < < �� �� ;1 . 11 21 -1/4 ". Refrigerant Piping: VW° i Max. Ht. Difference 25 Ft. `� �. Max. Length 49 Ft. ' ■ • '' V Liquid (OD) .. 1/4 In. .� a Gas (OD) 3/8 In. I. 30 23/32 " — .I 14 ii 10 -1/32" Standard Features: MUO9TW • Six year compressor warranty • Wireless remote controller ( "I Feel" control) • One year parts warranty • Automatic fan speed control = 1 • Auto restart following a power outage = • Advanced Microprocessor controls A. = 10 - 5/16° • Slim -line outdoor unit • Zone control . I I -:;-= • Super quiet operation — both, indoor and 33 - 1/2" ► outdoor units 7 - 1/2" • Auto start/Auto stop MS09TW • Self check function Notes: SSD MS09TW 022803 ©Mitsubishi Electric 2003 / Form 5a Project Name: 7; % ti� �{ l - a ( cu VCfn Page: LIGHTING - GENERAL 1. Interior Exceptions . (Section • 1313.1) Exceptions ❑ No Interior. Lighting. The building plans and specifications do not call for new or Discussion of qualifying altered interior lighting. Skip to item 5, Exterior building Lighting - General, below. exceptions or instructions ❑ Exceptions. 1. The building or part of the building qualifies for an exception from section. code lighting requirements. Applicable code exception is number: 2. Lighting equipment that qualifies for an exception - in addition to general lighting and is separately controlled. Applicable code exception is number: Areas of the building and equipment that qualify for any exceptions: Plans /Specs Show comphnce by 2. Local Shut -off controls '(Section 1313.3.1.1) including a drawing sheet, detail number, Complies. At least one local shut -off lighting control for every 2,000 square feet of and /or specification lighted floor area and for all spaces enclosed by walls or ceiling height partitions. section and subparagraph This control(s) is detailed in the building plans on drawing number: ❑ Exception. The building or part of the building qualifies for an exception. Applicable code exception is Section 1313.3.1.1, Exception: Portions of the building that qualify: 3. Automatic Shutoff Controls (Section 1313.3.1.2) ❑ Not Applicable. Office'floor area is not over 2,000 square feet of contiguous office floor area or permitted space is not over 5,000 square feet. No offices less than 300 square feet, meeting or conference rooms, orschool classrooms. Complies. All interior lighting systems are equipped with a separate automatic control to shut off the lighting during unoccupied.periods. Offices less than 300 square feet, meeting and conference rooms, and school classrooms shall be equipped with occupancy sensors that comply with Section 1313.3.1.2.1. Compliance details in plans /specs: ❑ Exception.. The building or part of the building qualifies for an exception. The applicable code exception is Section 1313.3.1,2, Exception: Portions of the building that qualify: 4. Daylighting Controls (1313.3.1.3) No classrooms or atriums with skylights or window to wall ratio greater than 50%. ❑ Complies. All- classrooms and atriums with window to wall ratio greater than 50% and /or Exterior skylights are equipped with automatic daylight sensing, controls, as required by Section Building ' 1313.3.1.3.1 and Section 1313.3.1.3.2. The daylight sensors specified comply with Lighting is lighting directed to Section 1313.3.1.3.3. illuminate the exterior Compliance details in plans /specs: of the building and adjacent walkways and loading areas with 5. Exterior Lighting (Section 1313.5) )Jp- 2p 1 6;(-KkZ__ or without canopies. / Complies. The plans do not call for incandescent or mercury vapor lamps for use on building exterior. • ❑ Exception. The building plans indicate. luminaires with incandescent or mercury vapor Clock Switches shall lamps, but they are specified for use in or around swimming pools, water features, or other be astronomic locations subject to the requirements of Article 680 of the 2002 National Electrical Code. (seasonal correcting) type with separate programs for each day 6. Exterior and Canopy Lighting Controls (Section 1313.3.2) NJ Ct 2p tl f J*P of the week and shall store energy to ❑ Complies. The building plans and specifications include photoelectric and /or clock maintain timekeeping during power outages switches on all exterior lighting systems which are designed and programmed to extinguish lights when daylight is present, as required by Section 1313.3.2. 7. Interior Connected Lighting Power (Section 1313.4) •Complies. The interior lighting power does not exceed the interior power allowance established in either the Tenant Space Method (Form 5b) or the Space -by -Space Method (Form 5c). 5 -1 • Form 5b Project Name: T C {�� t lG1 U pew ap Page: Z INTERIOR LIGHTING POWER - Tenant Space Method Lighting (a) (b) (c) (d) Budget Lighting Tenant or Building Type Floor Area Max Power Power (Table -13G) (so ft) Density Budget (W /ft 2 ) ( W ) °- ce (Ln =_.6) 1 I,v (2, �1z�f Occupancy/ Use Types See instructions for description of occupancy types Lighting Power 1. .Total Interior Lighting Power Budget (Watts) for Building (sum of column (d)) Budget 2. Total length of track lighting (ft) Track '3. Line 2 multiplied by 37.5 Watts /ft.. , Lighting 4. Total amperage of circuitfbreaker,(s) serving track lighting (amps) - Power 5. Voltage of circuit breaker serving track lighting (volts) 6. Maximum wattage of track.lighting (multiply: line_4. by line 5) 7. Track Lighting Power (lesser value of line 3 or line 6) . Building's 8. Track Lighting Power (line 7) Lighting 9. Total Interior Lighting Power from Worksheet 5b (Sum .of Column (ni)) + 12, 707- Power _ i27 7 3 10. Total Adjusted Lighting Power (line 8 ±line 9) Does design. meet budget? Line 10 must be no greater than line 1. )( NO 5 -2 • • Worksheet 5g)roject Name: T1GLti�(I (1.1 -11 . II ',. „N D Pa�e LIGHTING SCHtDULt J ID is the identification (a) (b) (c) (d) (e number or letter used (e) (f) in your plans or Lamp Ballasts Luminaire specification. Lum. Power From ID Luminaire Description No. Description No. Description (watts) Table 5b? Enter the number and /� ( , \ - / type of lamps and H 7i ,ir7pl' -fitted f }!g112' 2- .Lt 1 �,.7 . C7 �/ ( E /ecji } I,I L i Tv ballasts in the luminaire. See Table 5b A t V ( I I - rviUUIbt loch?' 4 ef.f- i J L WT ' H-L I &I= i'ec Zen.L /_ 2 t � / for typical lamp and 1 J . l 1a ballasts descnption /`\2_ 51,15p-eended 1. i'Idfrci- 1-/ v Y j� 1 C ( t Iec iee:m ( (0 2 tA abbreviations. {� fi u rf C/LfSkLp • 2 32__v fT 3 ( aill-/.1 C (02_ V\if User Defined Fixtures - l C r mT et Pt , cL i I (C , 2 32L A r� �( eckenI (, ( �/ Cut Sheets must be C Recess RI/1117;1z 2 t ? VV I 0 r(.�1�t1() I T \n / included to verify rv� L wattage of complete FCE'C�SPC� nt cco IC , 2 320i IS I fC / luminaire. 1ece rnl. l7w Te l 1fCf n (. \c-S kA • F Rece55,ed Otkin 1 (?)l t'tirt etr, 1=-1 l'( 2 ( v\l F i Prces6ect kki Tin t pi \ El a n; c, 2 G Fl (Au re9tn1 Sulfa( ( 1 32 vV TP) I ElkcVen h c . 2 t,V �Q CI ❑ 5 -4 • • Worksheet 5b Project Name: T G G(l'({ ( Hui ( - 04 Yyl 4 ,{ Page: Lf INTERIOR LIGH P OWER Worksheet No 5b, Page _ of IF YOU DO NOT HAVE ENOUGH SPACE FOR ALL YOUR FIXTURES, PRINT ADDITIONAL Space -by -Space Method Only Skip to column (f) if using the Tenant Space (a) (b) (c) (d) (e) ( f) (9) (h) (i) (i) (k) • Room Space Type Space Lighting ' Luminaire Lighting Total Area (Table 13- Type Power Budget Luminaire Quantity of Power Exempt Power 'Ltg. Room ID (ft H) LPD (b) x (d) ID Luminaires* (Watts) ? (g) x (h) Power Each must ro be m ` 'A2 2 6 ❑ 32.L` 12M identified. )15 P- Z I 6 '2- ❑ ( (c2 Describe 1?-(-1 iA 2- 5 (v`2 El `gyp 2 ,(b luminaires for t9'2 I'2 Z 62 ❑ (LL-{ (29 each t'3 D 2 c t El 1? s( 124 individual room in J D I (s, 2 2 El )--2- 62_ plans. 1(,19 A 2 - 2 & 2 ❑ , tZ.y Q4 1 gip-, D I ,5 5 3 ❑ t ^`=1 For track lighting •F) LS 2. ( ❑ e 2-4 ? enter lineal feet in 1 ec .I 4- 3 -f ❑ 1 l' Q, column column (g) J l C, and enter N/A in I e F 7 1 ❑ lnc 253 column (h). Track c F t r � , n fighting power is t�2 C \ ' I (0 2_ ❑ Z ('--- a 1 C 2 ( El l7-' 12V Sc. 1 - 1 (02_ El ., 2 r f2 � 1 F 2. 2 1 ❑ 14 Column (k), enter sum of column (j) 1 '' 2_ ❑ --'}{ for each room only ��- once at final entry l �/' ln � 2 2 I El q for the room . See d ( 7)Q-- ❑ example in 2 y instructions. 159- / 2 y .00'2_ ❑ L 2 61 D (_0 2- El 3 3 • i lw Ps 8o . (N- ❑ qc{ }1- AI (2— ❑ 3I `i 'F) („iii (,/ic f /1 5 A2 Li e' 2- ❑ l fS 7(-tF j , - i /11 1 ?.D 2 (r-2_ ❑ )?.-L1 IZLi Medial - I.,v"Ccc ft 3 (02 El 150 (r CI Worksheet 5b -_ Total Budget Worksheet 5b -_ Total Lighting Power Il 96 Other Pages - List the additional (I) (m) worksheets Worksheet Number Lighting Power Budget. Space -by Proposed Buidling Lighting Space only (Total of column (e) Power (Total of column (k) necessary to catalog all 5b -1 12 % 1-8-4 • luminaires in building 5b -2 5b -3 t 5b -4 or sum of additional worksheets �;% total budget (of all worksheets) 12- -3-g+" _ 5-5 • NISHKIAN DEAN CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 ND524 PROJECT Tigard City Hall Remodel STRUCTURAL CALCULATIONS June 18, 2004 Project Manager Gerald L. Gotchall, P.E., S.E. Principal -In- Charge Edwin T. Dean, P.E., S.E. Client LRS Architects, Inc. . CT \1`� � O NF f q v - 1/4' 7 5• I A s • OREGON G 1(N94 � (Y,60G � ∎ 0 L. GO `EXPIRES: O6 -30 -Or Nishkian Dean Project Tigard City Hall Remodel By SA Sheet No. Consulting and Structural Engineers Location Tigard, Oregon Date 05.19.04 Client LRS Rev. 0 - Project No. ND524.00 Title /Subject General Criteria Narrative Description The existing City Hall building and the Permit Center were originally designed under the 1982 Uniform Building Code. The scope of this project is to analyze the existing City Hall and Permit Center buildings for lateral load requirements per 1998 Oregon Structural Specialty Code OSSC). • De Criteria Summary A. Code 1. 1998 Oregon Structural Specialty Code B. Loads and Allowables -1. Live Load a. Roof 25 psf 2. Seismic • a. Seismic Zone 3 b. • Zone Factor, Z 0.3 c. Soil Profile Type • So d. Seismic Source Type A e. Spectral Acceleration Factor, Ca 0.36 f. Importance Factor, I 1.0 g. System Ductility Factor, R 5.5 h. System Amplification Factor, )o 2 3. Wind a. Basic Wind Speed • 80 mph b. Exposure Category B Material Properties A. STRUCTURAL STEEL 1. Fasteners a. Standard Anchor Bolts ASTM F1554, GRADE 36 b. Wood Connections Bolts ASTM A307 A. WOOD 1. Framing lumber No.2 D.Fir /Larch 2. Wall sheathing 1/2 ", "C -D ", Index 32/16 Calculation Sheet Index 1. Design Criteria 1 2. Roof Framing RF -1 to RF -17 3. Lateral System LS -1 to LS -10 2/5/98 C.ilcuI t on 5hcc•r t S , . y &� 4 :' j .. ' •a 4 4:. s .;1"4 v:k .. -$ysy t -.. A.t n 9 ake }41;,,-''; r p-i, .;, C y � - V- ;, - } {sal• - - _ '1 :;A T' : :. _ .. T im I�✓Ld3 ' E JO B' . I `` G ` - �f - Ai'UL '.. ... NCI. t1 b 52, : NISI4'KIAIv DEAN SHEET N O . c7 CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 i 319 SW Washi Street, Suite 720, Portland, OR 97204 CALCULATED BY ��� DATE 5 - - b ¢ Tel: (503) 274-1843 Fax: (503) 273-5'696- CHECKED BY DATE Gj - J - C i C 4 SCALE LO '‘ Load Take -Off . . A. Police Headquarters • Material No. Area/Length Unit Weight Weight (Ibs) ' • Built -up Roof 1 11300 . ft 6 psf 67800 ' . 3/4" Sheathing 1 11300 ft 2.3 psf 25990 Framing 1 . 11300 ft 5 psf 56500 • _ Ceiling 1 11300 ft 1.8 psf 20340 Mech & Elec 1 11300 ft 1 psf 11300 Misc. 1 11300 ft 1.5 psf 16950 2x6 Walls 1 600 If 50 plf 30000 CMU 1 314 If 385 plf 120890 Total Weight = 349.77 Kips B. City Hall • Material No. Area/Length Unit Weight Weight.(Ibs) • Built -up Roof 1 11200 ft 6 psf 67200 • 3/4" Sheathing . 1 11200 ft 2.3 psf 25760 Framing 1 11200 ft 5 psf 56000 Ceiling 1 11200 ft 1.8 psf 20160 Mech & Elec 1 11200 ft 1 psf 11200 Misc. 1 11200 ft 1.5 psf 16800 2x6 Walls 1 889 If 50 plf 44450 Total Weight = 241.57 Kips C. Library Material No. Area /Length Unit Weight Weight (Ibs) Built -up Roof 1 13200 ft 6 psf 79200 1 1/8" Sheathing 1 13200 ft 3.4 psf 44880 Framing 1 13200 ft 5 psf 66000 Ceiling 1 13200 ft 1.8 psf 23760 Mech & Elec 1 13200 ft 1 psf 13200 Misc. 1 13200 ft 1.5 psf 19800 2x6 Walls 1 700 If 50 plf 35000 Total Weight = 281.84 Kips „. .. -. ,- ,',! ,, -. , 3-' , . _ :.":- .' • ..;::, Joe 7 "iaf” 4;41:IL 7-4 M 6 t: ' ... . . ., ,. - ..NISKKIAN DEAN , SHEET NO. 1-...... 2— OF CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 5 Oi 319 SW Washiwton Street, Suite 720, Portland, OR 97204 DATE AVIC CALCULATED BY tt> Tel: (503) 274-1843 Fax: (503) 2735696 CHECKED BY e1 . DATE 5 I 1 — °I f I . SCALE • .. : . Lvct-TV.---,cit ) • , . • 97 U.B.C. Seismic Force Calculations -1997 UBC Section 1630.2 FILE: SEISMIC97UBC_XLS Building Lateral System: ' Plywood Shear Wall • Zone 4 Only: ' • Zone = 3 Ct = 0.020 Nv = 1 R = 5.5 Soil Type S( ) D Na = 1 • I = 1.00 ' . Cv = - 0.54 Cv = 0.64Nv= 0.64 • • hN = 13.5 ' . ft. Ca = 0.36 Ca = 0.44Na= 0.44 . . Standard Static Method : T = . Ct (hN)A0.75 = I 0.141 Isec. (Period - Method A) USD • ASD=USD/1.4 V = Cv I x W = I 0.697 ix W = I 0.498 Ix W R T V= 2.5Ca I x W = I 0.164 Ix W = I 0.117 Ix W <--- GOVERNS R I, V= 0.11 Ca lx W I 0.0396 Ix W = I 0.028 x W Seismic Force Redistribution - 97 UBC Section 1630.5 Base Shear Coefficient = 0.117 E Wx = 100 Kips V = 0.117(100)= 12 Kips FT = 0.07TV = N.A. I 0.0 I Kips T<0.7 Seconds, Not Required ' +Yt "•:1; i- .. - ,ixj�`.' "R`�„a,. r':y'ic.� ..f �'A,:'�rti:t'.V _ - K.�., p ,,..haw slsY a'tir�is.�,��•', .,, P _ = : . �..v .f..y1S.. Ct', 7 i:.a =� ��,'.�:i.-vtra- � ,..�; ,. .i .; ;� " . .. 1 +.- �?'�._ - k >. �'n -. . •F Y ' a �Y : art �nt i ..,; 1µ'' - DEAN SHEET NO. L S - of CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 . ' • ' 46> 319 SW Washington Street, Suite 720, Portland, OR 97204 CALCULATED BY S -��y DATE ^ S ^ Tel: (503) 274 -1843 Fax: (503) 273 -5696 CHECKED BY 7 I 0 DATE 5 1.9-0A1 SCALE SC-4-'4 O zl "C ) 3°C ' 0 1C C-4 16 -b 74 3 VI:--11 1 1 L o_ I . - -- El Aso :: N � ...4- I 0 . 0 0 N "� .1 .„t", . 4 Li ` II N M l IND "' _ O 1 y BhSE ` vl(da - - mil= 40 6VLT ° � ir' • ao c 0 s i = • a t _ 1 I p Fp�M' O.U.6/N� -. _ w1 (n \ i i � GOnJT1t..V CST D 1V m. R _ _ • I w= (3' -4-"+ S' -+ Sc- 4514(11 -g" 0 ►� 1 \f -_ � l- Z.,51 Pt_.- 4 zoo fl-F I , . i._,____________:4 ---› . Yoisi„ ,_ 1 / / / ( ys = Z0- ($ 236 PC..F -itL / / / / 7 • v � _ fa 3 tA- � 1� = L-Z '� 0.1 S, " N ° - ' • Tt+E 0 R- L C n ( N fn- 1. D I V N i N C_ Lt.) 13 07} A ry Po o I T101.) r� (_ P L rL i G�Ab 4 — f-(O,,,EV t 1 l tl ADO I TiO1vA FL- 0(D ce- wet • /"WT /"z:.otp ft e Fo41E 1 'r-tE 1NC t•-e�S�� LA•1 — rL Lo 0S _Ie0,, TN E, c urL ) 7 LoOE., v IF=S tT By f+ C• 5 eLory t) FL.0.02 . loc - .,) N . 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OT M n-r = £• 5 .$) (3G -) - *E—P • M tz = to (Is s) ( -63 /z )t 53 1 - Lo 1?-0'` — O l 0 r DD Pitt) 2 f- tocDdcJury . 0 01 w A CA 5 / c i ( )) T t 0 . O r d E ET°6"x/ r ■ r o C E ) C 0 1 . 3 . C $ "( P b) • u DEAN / JOB TI b/ t2 -n om/ cA r`7 r}a=t - re-‘---,.c - o NO. h O S V ' N'SHKIAN DEA SHEET NO. 5 —U OF CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 /,I : {� 319 SW Washington Street, Suite 720, Portland, OR 97204 CALCULATED BY � tA DATE S ('T( Tel: (503) 274 -1843 Fax: (503) 273,5696 CHECKED BY 'G { )/ DATE (`'E -G Lf SCALE Z_ 6, s7__ Ito 4- (&(-0 1 - emu 5w S) V = I co ' 4- (A ,ew_-: 30' - - 10' 4 Za 9 -4" V7.53 V—= R 1/49 9 - ;3 = I$OPLF L Z-Ca o F 1 . 5 t4 Wit-{ w w/ yo pc Y c. cxDO tom, / s A r.yr■-t i_S e (o 0 - C tpC —S 5 IZ`` o.(__. rk, o , F3 LOC.34_ Pry_ tnee . or. ''Jv1or - - i0 ( Igo) (, ;-9= Zq . S" pi Mrs= /0(30)(13)(3 + t t ( ( o) /z = 14-0► (o_G) _ i zc..` (- l-i b = zd - 3 F-r —I 7J. r-r ,a S _ 1p A 6 n � - Sr 4 75 . 'PfID 2 FkX-pOt...J N - - n . p 0 F I�"�i , Jit w/ /'6 " 0 T „U` -€) D ) (P-o✓9 od<-(tY I. (� (ci C- . Cg 4 AA-4 0AI 6C■ 3. V (L_ i,b S eq -- 1 (S LA." 1 Trt 5 w 4) V - 1co" � 3 - _9 M t 21 - S" `l + ZI s " +zI Lf _ Io1.�S I I co 12E S r1 T-i I / 1/4z 'PLY wcx.)4 w / �� N rnt CL_c E? lc , 4 0 _ c- tx3 G e1 E Va- o _ c_ . F- 1 L k— of ADC) S LYON PSok.3 P Ho z 1-1 DOw/tl 1\-)k°T = 21.3 (15) (I = 45 F-- 1 ---/ 5A" Ttt -Ot.. ROB epowno MR-= 1° (2-1.33) a Cr•S)A = 30 -`�`( 1- Inrru C>, C. en_.) C.(Z` L.LcN O 0D= .Z -30 -9 = 6,,cr 0 7 1.!..` DEAN JOB TC,F a-a0 1 ` ! I- 6=1C -_ a o NO. N 23S-Z-4 - NISHKIAN DEAN SHEET NO. LS_ - 1 OF CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 / � 319 SW Washington Street, Suite 720, Portland, OR 97204 CALCULATED BY S(HZ 1 DATE S( Iq (04 Tel: (503) 274 -1843 Fax: (503) 273 -5.696 CHECKED BY DATE 5 - '7 --17 SCALE F--co F •p i '• "- • G Ft yC- D 1 P,,PH Ie4==+4M S 1- va_ Fo„c I `�� �wa� ' c o AAck G 4 o- c - 1 / = -/F- 6. 3 c „, oXT— i os5c t9" Tler3 - I -H Cj CST pt I C) 7 5 t`1 I U4 a s-rep = z - 7 .10 - ;1 0 PLr L • Vtt 3t FC-C N 6 ))?"-a TV ���� JOB t C, o Ct- - 7NO.K.VD S 94 • NISHI(IAN DEAN SHEET NO LS"IO OF CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 q 319 SW Washington Street, Suite 720, Portland, OR 97204 CALCULATED BY �r DATE �� I l — o �c Tel: (503) 274 -1843 Fax: (503) 273 -5696 CHECKED BY �- - DATE ( � SCALE Gtt � M e _.t\ vN ,r O VE'_TV 2N tM6 . 0 (0.,. FP 3_o CI +'� Cl )) WP \AA^ = o. qt wp = d .44 (SWo) ZgctG, CIN� r SZcz Mme_ szoo (<0(o - I(A,,4.0 2 UM OUXJ 35" T= ed - 4, 566— 1 G%1 % - \ ocDOAts W 8I 11 t\lo v P • tom- chi 6N Std -2 cN 1V LL / = i I 1 (i -33) = 1ST is (f%) d ►O SC = 'ref = rZ S C2r 5 O F l ttLF' V N IT (I% Ii 6r11-rti? /J \ • . ": JOB ' ( I � � A ! .Ct • i 4 k tL ' CI^L. N '.tiy1' ` r'l,:jNlSH.K1AN DEAN } :..:....�.•_ -:; SHEET NO. M�T I f:, OF `CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 p�� tO°11> 319 SW Washington Street, Suite 720, Portland, OR 97204 CALCULATED BY 1 1 DATE S' 3 -� Tel: (503) 274 -1843 Fax: (503) 273 -696 CHECKED BY C � + DATE a ' SCALE ' F., o©F F i I iv c WI - C)- cr © , .. ..,,,,,,.,.., ......, -,...„------- ,.,...,,, 41c9t ( 7 - 7 . ( 0 e t 4 ° c. . • :201 I ��) �� am- (f.-> 01% ¶31 rl I I . . ... . . . . . 1 . 1. • • . . . . ,<._ . . . . , . . . . . .. _ , . . - H 1 - _,.,..„,___.._. __._______ . K I I O 1 f ....4.4,7._ , I- gx L° q -o C . ALP. � I - 1 — a M�C..h V t . N IT .7 SZ.c,cytg �J� 2 L �nEC I v t.r . I �`1 OW1 I A f ,biXZ) 1 � I 4 ' +� I � J � I - _ ,t„, i _ b _i : • J ��� Li • • jili — d i F.Z)Ejr Lam' 6 ' . N -T -S F c u 'KI w JOBTIC ZQ CI T'`1 3ksl.L '(,O.— NO, IVY ' NIS1"AN DEAN SHEET NO. OF CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 �+ ,p, � 319 SW Washington Street, Suite 720, Portland, OR 97204 CALCULATED BY ` DATE 5/4 l0 4- Tel: (503) 274 -1843 Fax: (503) 273 -5696 CHECKED BY DATE SCALE • 1. CNt:L (E) 4 xj C 4' wNnral nviv,4C X1 vueLN VN .Ii mow., p 1A..) = 1 PSF (4) _ (n.) 7_s (4) = 1 (7C2 P Rti1 = Zl 3 kel v - tI`► =11" Cam( -I., z, s — 3 , F - c. ) V I - . k z.O I _pP S� e - ; vc� r 6z.) IFSbU 6( •S N n = = - 4 - \ L 3 . 4 6 - (7 -) O ( z 4 7?_(, t "1/440 0= • 6- k`" / r G �rC( 4 X Z DAL Na . / (coccQ(./A= 5L) p r 1\ -( , V E T 1 :i'"';Y„ u'$ - - • 4 : = °, - Y _ »., s;f'SU v:t ^ 'i "' • PV/17 ', / /,i / Z Z3 1 C9/77 I / r -".'" .'�`• • R,P - 3 Project: By: Date: Checked: Date: Page: Description: • Existing 4X12 @4'- 0"o.c. Units: English Properties - X = feet, E = ksi, I = in'4 X = 0; E = 1800; I = 415; /4x12 Moment Releases - X = feet Supports - X = feet, Displacement = inches, Rotation = radians X = 0; Disp = 0; /pin X = 17.5; Disp = 0; /roller Springs - X = feet, VSpring = kip /inch, RSpring = kip in /rad Point Loads - X = feet, PLoad = kips, Moment = kip ft X = 9.4167; PLoad = -.213; /Pm X = 15.5; PLoad = -.213; /Pm Uniform Loads - XStart & XEnd = feet, UStart & UEnd = kip /ft XStart = 0; XEnd = 17.5; UStart = -.1; UEnd = -.1; /Wsnow XStart = 0; XEnd = 17.5; UStart = -.068; UEnd = -.068; /Wdl s� winBeam 3.30 - Registered to Miskkian Dean t - -- -. - - �i4'e8� .• .. jjk�'4'a�r;.�.'iY�.i. �� "`7i•;:3;+'iF c:: �:` M/1/7 26 - Project: By: Date: Checked: Date: Page: Reactions - kips, kip ft XX � I rfi)r • T T Shear - kips 1.592728 - 1.7732 Moment - kip ft .549607 Rotation - radians • •08230 -0.••: Deflection - inches • a••••• -•. , 711 WinBeam 3.30 - Registered to Niskkian Dean ;,nry }t+# :•:)� :if,;w: } :�_,^.'. ::t .F ;- / ,x y r Project: By: Date: - Checked: Date: Page: - Analysis Data: Beam Length = 17.5 feet Number of Nodes = 202 Number of Elements = 201 Number of Degrees of Freedom = 404 Reactions: X Vert Rot feet kips kip ft 0 1.593 17.500 1.773 Equilibrium: Force Reaction Diff Vert -3.366 3.366 0.000 kips Rot 31.032 - 31.032 -0.000 kip ft Min & Max values: Min Shear = -1.773 kips at 17.500 feet Max Shear = 1.593 kips at 0 feet Min Moment = 4.894e -014 kip ft at 0 feet Max Moment = 7.550 kip ft at 9.417 feet Min Rotation = - 0.008433 radians at 17.500 feet Max Rotation = 0.008230 radians at 0 feet Min Deflection = - 0.547711 in at 8.806 feet Max Deflection = 0 in at 0 feet WinBeam 3.30 - Registered to Niskkian Dean c ®. DEAN `. JOB 1 CJi l � � o. 0'V A 5 Z4 NISHKIA■S DEA.® SHEET NO. OF CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 (7) 319 SW Washington Street, Suite 720, Portland, OR 97204 CALCULATED BY 514 tA DATE 5 --3 -04- Tel: (503) 274 -1843 Fax: (503) 273 -5696 CHECKED BY DATE SCALE (ZpC Fr M Ivv 6 / 2- - Lam) 4-x 2 e Z '--o `� � A-o o r Tz.av Arc 5"1t. V !J 1^r P IM `V (Aft_ Z6(z) = So P V / / l ( l sz oc) �. p„,, L' 'M DISTP -t j1 oVez. Z - \-; `� �r . L °1 „ Zo ' b H a4.1 av & 4y.. IZ e C • • 3. . -tt x-►-t-- (2.) c.„ -5 /4 xz1 Lo - o irk) (.4-s . P P z :17•5 CA .J� /Z = eiZS kS M = �� _evq. r� = i osco``��^ - — Iv - hv� � 12. V_ 12— 105 /\ ow = 11 • Z 9 ( l. I S - �Z t`' FT g 9 ) PpC �yv1 p=“ ZZ Co.gr . >12:700\4- ok. = I 3 > 4 /2_,S - c > / 7 IST1ovC Cc, 3 /e' x ZI CD L., :4Regt4A14:" • ■WAtet:M•?,"71:;':'",Y9,Z0.0,0' " , • Wir7" Beam 7 Project: • By: Date: - - Checked: Date: Page: Description: Existing 4x12 @24"o.c. Units: English Properties - X = feet, E = ksi, I = in X = 0; E = 1800; I = 418; /Existing 4x12 • Moment Releases - X = feet Supports - X = feet, Displacement = inches, Rotation = radians X = 0; Disp = 0; /pin X = 20; Disp = 0; /roller Springs - X = feet, VSpring = kip/inch, RSpring = kip in/rad Point Loads - X = feet, PLoad = kips, Moment = kip ft X = 7.83; PLoad = -.867; /Pm Uniform Loads - XStart & XEnd = feet, UStart & UEnd = kip/ft XStart = 0; XEnd = 20; UStart = -.05; UEnd = /Wll XStart = 0; XEnd = 20; UStart = -.034; UEnd = -.034; /Wdl winBeam 3.30 - Registered to Niskkian Dean P14/ Zaearn Project: By: Date: Date: Checked: Date: Page: Reactions - kips, kip ft 767 Shear - kips .367569 ...111111111111111111111111111111111111111111111111111.111111111111111111111 -1.1794 I Moment - kip ft .133095 07707777 • Rotation - radians S •49598 -0.81'. . Deflection - inches 55 WinBeam 3.30 - Registered to Niskkian Dean *5 :: - ., • �i:.it'E', iT.4 ` c.i .T,O "..:.w, Fit li zh; i'•.3�:.! ^. ,' -- ?z & a/r7 , • Project: By: Date: _ - Checked: Date: Page: g_41 Analysis Data: Beam Length = 20. feet Number of Nodes = 201 Number of Elements = 200 Number of Degrees of Freedom = 402 Reactions: X Vert Rot feet kips kip ft 0 1.368 20.000 1.179 • Equilibrium: Force Reaction Diff Vert -2.547 2.547 -0.000 kips Rot 23.589 - 23.589 0.000 kip ft • Min & Max values: Min Shear = -1.179 kips at 20.000 feet Max Shear = 1.368 kips at 0 feet Min Moment =- 2.502e -013 kip ft at 20.000 feet Max Moment = 8.133 kip ft at 7.830 feet Min Rotation = - 0.009026 radians at 20.000 feet Max Rotation = 0.009598 radians at 0 feet Min Deflection = - 0.712755 in at 9.725 feet Max Deflection = 0 in at 0 feet WinBeam 3.30 - Registered to Niskkian Dean > }; :', - s:5k' =:sd: 'a+i •`s. "`mac _ ':�4 >' v,�r� _ _ �, "�, .. _ rS P d �; :;� • Project: " _ • By: Date: _ Checked: Date: Page: g_Fm -1 p Description: Existing 6.3/4x21 GLB Units: English Properties - X = feet, E = ksi, I = in"4 X = 0; E = 1800; I = 5209; /(E) 6 3/4X21 GLB Moment Releases - X = feet Supports - X = feet, Displacement = inches, Rotation = radians X = 0; Disp = 0; /pin X = 28; Disp = 0; /pin Springs - X feet, VSpring = kip /inch, RSpring = kip in /rad Point Loads - X = feet, PLoad = kips, Moment = kip ft X = 4; PLoad = -.375; /Pml X = 8; PLoad = -.425; /Pm2 X = 12; PLoad =. -.425; /Pm3 Uniform Loads - XStart & XEnd = feet, UStart & UEnd = kip /ft XStart = 0; XEnd = 28; UStart = -.5; UEnd = -.5; /W11 XStart = 0; XEnd = 28; UStart = -.346; UEnd = -.346; /Wdl • WinBeam 3.30 - Registered to Niskkian Dean ... -.. t4/7Beam Project: By: Date: Checked: Date: Page: - I f Reactions - kips, kip ft T T Shear - kips 12.711857 - - 12.20114 Moment - kip ft .87.982897 - U.uuuuuu- Rotation - radians • .12682 -0.• Deflection - inches I •111•• - . 182 WinBeam 3.30 - Registered to Niskkian Dean ..': a , - . - .<- , _, >y z: a;'S%.*'` sru.:;: .:., _ ;:t sag`. `�j:;?.`' a;:5: - • { Project: By: Date: Checked: Date: Page: IL Analysis Data: Beam Length = 28. feet Number of Nodes = 202 Number of Elements = 201 Number of Degrees of Freedom = 404 Reactions: X Vert Rot feet kips kip ft 0 12.712 28.000 12.201 Equilibrium: Force Reaction Diff Vert - 24.913 24.913 0.000 kips Rot 341.632 - 341.632 -0.000 kip ft Min & Max values: Min Shear = - 12.201 kips at 28.000 feet Max Shear = 12.712 kips at 0 feet Min Moment =- 3.023e -012 kip ft at 28.000 feet Max Moment = 87.983 kip ft at 13.544 feet Min Rotation = - 0.012512 radians at 28.000 feet Max Rotation = 0.012682 radians at 0 feet Min Deflection = -1.323 in at 13.965 feet Max Deflection = 0 in at 0 feet WinBeam 3.30 - Registered to Niskkian Dean JOB - T 7 lo v 2 0/44-1-- P f .- NO. NI 5 Z4 NISHKIAN DEAN SHEET NO. OF CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 � 319 SW Washington Street, Suite 720, Portland, OR 97204 CALCULATED BY DATE Tel: (503) 274 -1843 Fax: (503) 273 =5696 CHECKED BY DATE SCALE Tzcx, r= - Z496. 4 (&1-6 J.' c t 4. C -e) L` 4 X 2 2-Yz C NZ (=ore- S z a7o 1 ��2N vn1 �T L.-- 1(w) = 5+ Pc-F IN L L - 2S ( Lo) = S vn t -C.,F �✓� = S Z00 I/l- 5 v - S K —14 \ I ' (t • Is) (0.1C = 1 19 > 5o•St -Fr 4 U,�cur,•� Z4- 3� > (o -Co'o A - ' _ /mss Gu_ c ST1 N G (�. �/4 x z Y� cJ5 two t✓Z� �� rE S . ( ) -(3( 13t W—) S M,I o NT S 20C) ,4 4 = 13 00,6 Vr 5LN bv 1— = (nS,S7 .� Zb i o o o . t) (o co C v, 3 ( )C1 Z.) v 1 = tgc )(q ) °IS 130(.3Qtz)Z -=> Cl X��) I( ,� _ � =? s = )4 (A--, 4 - (ASS= 41C(2_ DP-1_ NO- r Beam Project: By: Date: Checked: Date: Page: q— Description: Existing 6 3/4x22 1/2 GLB Units: English Properties - X = feet, E = ksi, I = in'4 X = 0; E = 1800; I = 6407; /(E) 6 3/4x22 1/2 glb Moment Releases - X = feet Supports - X = feet, Displacement = inches, Rotation = radians X = 0; Disp = 0; /pin X = 18.5; Disp = 0; /roller • Springs - X = feet, VSpring = kip /inch, RSpring = kip in /rad Point Loads - X = feet, PLoad = kips, Moment = kip ft X = 4.5; PLoad = -2.6; /Pm - X = 11.81; PLoad = -2.6; /Pm Uniform Loads - XStart & = feet, UStart & UEnd = kip /ft XStart = 0; XEnd = 18.5; UStart = -.5; UEnd = -.5; /W11 XStart = 0; XEnd = 18.5; UStart = -.34; UEnd = -.34; /Wdl WinBeam 3.30 - Registered to Niskkian Dean 4! V0.." ..�`. <sx. mx� ,,rar.Y ur. ';�f•_k'.;. �:�a:�� ,d��2x:w.�l.r,�;Si,':,�... g &s7v`,? C� - - a+ II � /jw / / // 639/77 . Project: By: Date: Checked: Date: Page: F--5 Reactions - kips, kip ft I T T Shear - kips 10.677784 - 10.0622 Moment - kip ft 39327 - u.uuuuuO- Rotation - radians • '03948 -0..1 . Deflection - inches I moll -I. 33 WinBeam 3.30 - Registered to Niskkian Dean , . Aaaain Project: - • By Date: Checked: Date: Pa m.r. • Analysis Data: Beam Length = 18.5 feet Number of Nodes = 201 Number of Elements = 200 Number of Degrees of Freedom = 402 Reactions: X Vert Rot - feet kips kip ft 0 10.678 • 18.500 10.062 Equilibrium: Force Reaction Diff Vert -20.740 20.740 0.000 kips Rot 186.151 -186.151 -0.000 kip ft Min & Max values: Min Shear = -10.062 kips at 18.500 feet Max Shear = 10.678 kips at 0 feet Min Moment =-1.067e-012 kip ft at 18.500 feet Max Moment = 50.539 kip ft at 9.589 feet Min Rotation = -0.003891 radians at 18.500 feet Max Rotation = 0.003948 radians at 0 feet Min Deflection = -0.272533 in at 9.219 feet Max Deflection = 0 in at 0 feet WinBeam 330 - Registered to Niskkian Dean • g ►' JOB 7T (a? Z40 (7.4 f'/ S-1• - t-L . � NO. "J S Z--� NISHKIAN DEAN SHEET NO. P -F ` �� OF CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 319 SW Washington Street, Suite 720, Portland, OR 97204 CALCULATED BY S►4tl DATE S/ / 5164 - Tel: (503) 274 -1843 Fax: (503) 273 -5696 CHECKED BY DATE SCALE taw T- F(j -& i tPV 6 5 • • k l=k S1 1Z Eck C,✓ S CMS . Pr- - 5 zo - ( _ /DZ PL_f Um C � ,� . Zc1 i 11z = 2 SZ 7_0 l t E = ?,4 Liz l n SIC-C,14)10 - a o o 1"-, 3 ?(t. Z-5 6" - _ IS,Z_ • e , 1,Z V, - IsiZ b oo 9s � )(L, Z 3z4 � (l r,x l06) (') lAS : 4 x IZ 5=-PL— N O .