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Specifications , RECEIVED ���� G I N ja ` , 49 ' JAN 1 2 CrN } O (11 • OHAP r _ OHAP OHAP _ r� OHAP 9 • •I r � ` N MECHANIC L 120 Li �i 12 1 145 14 _A 1 47 w + d 00 118 CITY OFTIGARD -) o sT•R _ ^ BUILDING DIVISION �,Q`y, o o [ 118A ■ II III 'r1., eF CD O > CU 1 i(I 1 i(1 1 1 i( .— — r --1 )(1 r - -r—. _. ° - - __, , ` A 0 A �Ty IL /- key I4_A I 1s- ERATORY �I WAITING OPEF2ATO' OPE - A TOR WAITING OPEIIIZATORY OPERATORY OPERATORY L > I ,� Si _ I , OPERATO R 1 l 144 14r��� ►% 148 149 150 0_ 119 111 F : rr i ■A El I r - 2 0 Mt - _ �� U 1 II 116 © m, I r I Sy � � SS BALL SS a �l 1 � ,i OR O i R , U NT J I, I r - - CS — Zy C Zy 1, 1 // 1 ZS 1 C - I 1 I �I- 1..., 1 "I" T I I �., I x'34 ii T E 3 - r J �� WA j 30 � ' J � 71 115 � % ESC — i x � i _ - - -� p O O A % T % � i t � �A \- 7 1 0 ,4 - . . - I 5 r -1 - - -_I JAN / � - rI r 7 L _ > El �, 1 EMERGENCY OH I - , - --+ , I -I--' d -- AI `iiiiii iiii.�. — ►J" R f— - - -- I B I KEF Ic — _J L +> � `iiiiiiiiIiii;r1f!^ _ [roil -- I r - � N I 136 I 1 y DENTISTS O 75 75 I 6j 114 L - X 7 I Z J ,i X -RAY �� - -- �n r I VIy - - -- - WORK A„ i - U N Q L al I 11 �' 1131 ` ell I I - 151 1� -�1 A I I > I WOMEN -r� r1l 1 ,I„ i L 1 ! IL - j 1 I . ' J Ir_ _I N � 1 1 O L U � rG(�ERATORY I I i g E r + 1 137 1 I �- U1 Qu Q I t; INTRUMENIT I I 1 r - �_ r � y L _ AFF - M } -- I -1/ I 1 I C In MEP j Ir1�7 X -RA 1 c - �I 1 �_ S -- 1 - III mil ± J r ---- 1 %( 1- -' _- I I`1ii1 I J r _� d ,12.5 - -r - 7 -- - -- 1 \ II Y H — —� c 130 r -y r ` r � �L_ I O Y ■ iLSL\ t J, - - -4 i r --I -r f F) - �'1l S V J lal 3 - 3 le-3 1 ! -_, �_ 1S,T1gF� t • �I�A r F I N 1 L -t_ r >< '� 1 L I 11,4t) I rL. -L -J I STAFF � CU -3 -- 1 1 nJ 152 17� I r - - i ACU -1 � f A U -2 iX RAY �� __- NA MEN r r�IJ I r� " - - 1 - �l " 1 2 1 9 y 1 I' L�'J I I _1 , J, lL *C---.0 ` vii �,i}�ERATORY L 1 i� - - r \ - - II�c i II- -- �Iw_ , -'� 138 1 - y I t. I i I I, F- - -N I (, 1 J I-� - f }Y ` Li _ i_- -- " x_ -1 - - - EEOCESSING i id — ►. OF TI � D ORTHO r i - L-' A 127 WAITING rw r + r 1. , 1 ! , , _ J 128 1 CORDS,' 1 .., , 4! .. ai"...,� a► . 110 I L - AB•R'TO 1 .. A .IL ., - } r - r - .. — - c Z .1 �� i t. - - 1 !�! OBI -A 1 I i ; IA% ,f .. I 111 J:_on - odor 1 ,� 1 - I , ri 1 s►i 1:- _A 109•_., 0 Ic - , 1 - 'R�w { © 1 I RECEPTION � � ,. U • I I 104 L _ II J O RTHO 1 I 1 l I i - r - � I �l� 1 r I 110 r - ,' H - - - - J I i(1 I, I I I 1 J 14 _A WAITING - _I 1 _I W 4 I H O �ERATORY 1 10 7 MAN GR DIRECTOR 4j �\ I 1 OFFICE PROFESSIONAL N N 1 LOBBY ill .------=- - lUll 'Ilino=-.• it 14 _ A lc _ A 14.) 1 r 106 Ic"� 156 1 i 157 _ 2 - l � 1 � I.r_ I� _1_ I �� 1 , NORTH OFFICE COPY -04 p \ HVAC FLOOR PLAN - DEMOLITION GENERAL NOTES: „ SCALE: 1/8" =1-0" 1. SEE DRAWING M -4 FOR GENERAL NOTES, HVAC AND MECHANICAL SPECIFICATIONS, AND PLAN KEYED NOTES. M- 1 (E) CD (E) CD 280 CFM 280 CFM �` ` �Q�b1<PT � � r ®� f j N OHAP F -71 OHAP OHAP OHAP c MECHANIC L - I - -� - - -_,F,-,711 ,� - I x / W d = 118 120 lc _ �I 122 E CD 4 (NP) • 145 � _ �I 147 • • -) o if - = ST R = — 220 CFM 220C — — _ (E) CD (E) CD , - =� , OREOaN M Cu o 118A 140 CFM 145 CFM �;': M 6 -----) , + -� + I - , r �.:_ .- y d Q' d 10" DIA CD F - � F - '1 10 DIA C D F F - 71 F (E CD (d) CD 285 CFM Ii(I 1i(1 285 CFM IX I — r - -1 i( 1 r �i A -- ) A t ' y Ic y y IL 1 220 CFM 220 CFM T T � _ 6 / I� O F ERATORY WAITING OPEFATORY OPE ATOR" WAITING OPERATORY OPERATOR -- A ' / - > - 1) I _: 1 OPERATO 12 123 144 146 148 1 I C L IL X17 i 119 lc +y _ I (E) CR 149 I 15Q Q , 22x22CR 10" DIA i 120 G ii I — (E) CR I OHAP 940 CrM N 1 (E) CR 22 x 22 CR (TYP) (E) CR 80 CFI ,?� - _ I - i , ' 120 CFM — icLA I + 1000 CFM _Li 100QCFM _ 725 CFM 1 j J I J CU 116 (E) CD 10" DIA CD Q ACU 1 © r-�I I A L L F 71 1 J OR ORI i i r-1 U I I r- -- 335 CFM 'CV' , , y y t I , I 1 - 300 CFM �v � . � I �� - - - - -- - � T A -� T I �� J T z -' F WAlaw2. r i I I �� 1 1 O r � �� ___ CI 5 I T S 115 (E) CR ic � �� ■■ �� ��� r E �C i � 0 0 �_ 22" X 14' . , /. - _ Rar, _ ___J iX4 i 1 ,Ty RFF -1 I r--7I 10DIA [L__ ' �i - is /J 940 CFM STO a 1 E MERGENCY i KEF '1 OHAfc' rr - � 1 I `y D ENTISTS � ' � � + � 1 1 � . .' ��1���_! F-71 vN J WORK A.t U Q 0 R CN 1 I I F � j 1 1 1 ;( F-- --,X,' 1 `' �' - - - - 151 1�_`� - IA d ^ 10" D1A CD I 1 I1�171 I 16" x 14 " _y ACLU -4 131 Z -,I 1 r - - -- r t 1 -� I ❑ 0 300 CFM I II i( a 10 " x 14 SA WOMEIIF , J4 N, (I 0 U 1 1 FG ERATORY 1 I� —y I . I t +� 137 I I I V1 N U (E) CD I � t-l� INSTRUP�IEF _ I A\ 1 x - 7 1 1 — 235 CFM '- -' -{ - 1 PREP rT icici 1, ' 3 IIX -RAY F-71 L ' .1 3 XL_A ,' I I _ � 16 x 10 SA �jV1 , ` � III I1\/1 L _I 1 `/ 1-- - -- 1 x9 4 1 1 IL d I —Leg X 12 _� -T - - �� II z --� 1 130 ` - -- , L1_ r ; O co 12 x 10" SAS, -- - -,-(" II \IIL r +- ,11,,:„_-- ro r /1 =9f 1 — - --+ 1 /�I{�/) Y r � I 1 1 = 1.! —JI 2 I hJ &F_ -1 0► r r 1 - _ n L-1 v�_� I I t_ _ - - J \/ t �IT CU -3 _ � i _ +` - - r17,_ r' 1 STAFF �i 1 ....r : 10" D A CD 1 ~ N L L r I ' RAY F 1 �� L J 152 F -'1 300 CFM � C ACU -1 Pr�U 2 � �� - -- env ME r r� r- r- 0 I 1 1 �� ' ' pi r_ FDPERATORY � I . I �_1 - F \ - - - -- I - r a w l 1 138 �� �� I -� I I < ACU 3 i IG1-61 C 1 ,� F - x �_ T J �_ I T 1" O 1_ IL_ �y A 1 I i , : (E) CD I- - - -- 1 1 F PBQCE SING T I i "." ORTHO 2f5 CFM rt EA ..A 127 WAITING - ko - 1 - 110 1 �K B gl3�T - 128 — T F C ORDS, i OFFICE ." , , i 1 I L I CE I' 1 z __ � i 1 I � >E� � 1v J � - , SUPPPR ;AREA ; 1 i I IL _ .I .ra; II 1 WAI ILA, . (E) CR i / h 1 1 ACU -2 i T O i f -, 4.1 IL -�I 109 Ir 940 CFM Ic I I L+_ L +_ 335 CFM — 10" DIA CD - N-1 L_ /" ,- HALL i U 11-----' - 300 CFM _ � 1 104 I - - 4 ' - r' , 1 + —.1 L+ ORTHO - 1 L J 1 1 1 110 - r , ' I-- - - - - -� lc -L. 1 i , I ,r�I I J IL_ _ WQ+ITING -J H 1 I oV ERATORY ` 107 \, L OFFICE PROFESSIONAL H N (E) CD - 14/ 4 ) 38 (E) CR i LOBBY r MAN GR DIRECTOR '‹ Lu 180 CFM I_ F 1 106 X -1 156 1 157 _ Z 220 CFM I i( F� I L I� H H NORTH 4 , \ HVAC FLOOR PLAN - NEW CONSTRUCTION GENERAL NOTES: „ SCALE: 1/8" = 1' -0" 1. SEE DRAWING M -4 FOR GENERAL NOTES, HVAC AND MECHANICAL SPECIFICATIONS, AND PLAN KEYED NOTES. M-2 v , °� q L - OHAP OHAP - - OHAP OHAP - +' F - c 1 0 MECHANIC 118 120 122 145 147 . 'i d 00 O • (E) GAS METER L "' 'J`''``' , o EXISTING LOAD: 350 MBH -- ST R _ — — — — ' CA (U O NEW LOAD: 430 MBH 118A 1 A A EXP :6 /3ITQ: J o - OPERATORY -F WAITING OPERATORY OPERATOR" WAITING OPERATORY OPERATORY - V' ` i" Q > i i OPERATORY 121 123 144 146 148 — 149 — 150 CI- CU 117 119 — OHAP I 1 t _ ____ _ rl - - --17 - - - - U N r ,) 116 - I `' HALL CORR I I U 134 153 WAITING i rr ..) 1 U1 (..1_ 115 O ELEC — -J O O G (E) 1 -1/4" NG ' L 133 JAN / L S- : O OHAP 1" N3 , S 40RAe ACU -4 EM6ERGENCY LOCKER - DENTISTS +' 114 (E) 1 -1/2" NG 11:11 ' rw X -RAY - 143 WORK AREA - U N Q d L ,..1 ^ - 131 151 q m • i 1- - - - -- -� (E) 1 .. NG 13 E I MIL p L U 1--: OPERATORY V L - VI I --) INSTRUMENT 1 i - 113 i - , i i ST AFF -MEN til i PREP 1 25 - - 1 X -RAY 1 ,� 141 . S T e 130 Q L �_ --- I O Y - (E) 1 -1/4" NG i= - H 1 I STAFF -WOM- J - Q N L - -- �I - -X-RAY - CU 3 AL 140 STAFF 4.. ; 152 = r ACU -1 r ACU -2 9 MEN J OPERATORY ✓, (E) 1/2" NG I-' — 138 = - ' 111 W _ PROCESSING cut ORTHO 127 WAITING 110 e -i - 128 — RECORDS ABORATORY — 105 _ OFFICE SUPPORT AREA 1 a, L — WAITING 154 __a - 109 - - HALL - - J RECEPTION — 158 - 104 i� � ORTHO - L. —1 • 110 V'' WAITING 14.J 2 OPERATORY 107 OFFICE PROFESSIONAL H N— - 108 LOBBY MANAGER DIRECTOR rC 1 106 156 157 Z - - -- — I NORTH 4 MECHANICAL FLOOR PLAN GENERAL NOTES: „ SCALE: 1/8" = 1' -0" 1. SEE DRAWING M -4 FOR GENERAL NOTES, HVAC AND MECHANICAL SPECIFICATIONS, AND PLAN KEYED NOTES. M -3 Q • GENERAL NOTES: MECHANICAL SPECIFICATIONS: HVAC SPECIFICATIONS: HVAC DEMOLITION (M -1) KEYED NOTES: n o (U CU 1. THE CONTRACTOR SHALL FIELD VERIFY 1. PIPING MATERIALS: 1. DUCTWORK MATERIALS: 1. REMOVE EXISTING DUCTWORK AND d I EXISTING CONDITIONS AND DIMENSIONS a. STEEL PIPE AND FITTINGS, SCHEDULE 80: a. GALVANIZED STEEL: HOT - DIPPED HANGERS. -) p ' PRIOR TO STARTING WORK. i. PIPE: GALVANIZED STEEL SHEET, LOCK - FORMING 0 CrN CU 1. 3/4" AND UNDER: ASTM A53B, GRADE, CONFORMING TO ASTM A924 AND 2. REMOVE EXISTING SUPPLY DIFFUSER. o SEAMLESS SCHEDULE 40, BLACK, PLAIN END A653, HAVING G90 ZINC COATING IN OJ O > N 2. 1" AND OVER: ASTM A53B, ERW, CONFORMANCE WITH ASTM A90. 3. RELOCATE EXISTING THERMOSTAT TO -4-> Z cu + d Q' d STANDARD WEIGHT, BLACK, PLAIN END NEW LOCATION. A "-) A ii. FITTINGS: 2. HVAC DUCTWORK SYSTEMS: O 1. 2" AND UNDER: ASTM A105, FORGED a. GENERAL USE AREAS (ACU -1, 2, 3 AND 4): L > STEEL, THREADED i. SUPPLY AIR - GALVANIZED STEEL, 2" E Q 2. OVER 2 ": ASTM A234, THREADED PRESSURE CLASS, SMACNA SEAL CLASS C, iii. JOINTS: SCREWED 1 -1/2" THICK EXTERNAL FIBERGLASS INSULATION. 2. PIPING SYSTEMS: ii. RETURN AIR - GALVANIZED STEEL, a) a. LOW PRESSURE NATURAL GAS (NG) - MINUS 2" PRESSURE CLASS, SMACNA SEAL '-+ U STEEL, SCHEDULE 40 CLASS A, 1 -1/2" THICK EXTERNAL FIBERGLASS HVAC NEW CONSTRUCTION (M -2) KEYED n INSULATION. NOTES: In OD 0 I2 3. HVAC DUCTWORK ACCESSORIES: 1. CAP EXISTING DUCTWORK AS SHOWN. i + El > a. MANUAL DAMPERS (MD): RUSKIN CD -50, C .1 MULTI- BLADE, CLASS 1A LEAKAGE RATING 2. RELOCATED THERMOSTAT. 0 N Q - • d 4. HVAC EQUIPMENT: 3. VERIFY AHU SUPPLY FAN AIRFLOW IS 2,000 A O) a. PACKAGED AIR CONDITIONING UNIT CFM AND ADJUST AS REQUIRED. 0 i U H (ACU -1): EXISTING 7 -1/2 TON UNIT, 3,000 CFM. tfl a) Q b. PACKAGED AIR CONDITIONING UNIT 4. RE- BALANCE EXISTING DIFFUSER TO __ (ACU -2, 3): EXISTING 5 TON UNIT, 2,000 CFM. AIRFLOW INDICATED, TYPICAL. SO d c. PACKAGED AIR CONDITIONING UNIT -) Y (ACU -4): YORK, MODEL ZJO60, NOMINAL 5 TON, 5. RE- BALANCE ACU -1 MINIMUM OUTSIDE TO RATED 2,000 CFM, 59.9 MBH TOTAL / 42.7 MBH 300 CFM. SENSIBLE COOLING CAPACITY, 80.0 DEG F DB / 67.0 DEG F WB EAT, 95 DEG F AMBIENT, 13.0 SEER, 100.0 MBH (INPUT) / 80.0 MBH (OUTPUT) TOTAL HEATING CAPACITY, 36.6 DEG F TEMPERATURE RISE, 1 -STAGE NATURAL GAS MECHANICAL (M -3) KEYED NOTES: n HEATING, 80.5% AFUE, 0.6" ESP, 1.20 BHP, 1.50 � HP SUPPLY FAN MOTOR, 208V /1PH, 45.9 AMPS 1. COORDINATE NEW GAS LOADS WITH 't ww MCA, 60 MOCP, 700 LBS OPERATING WEIGHT, UTILITY COMPANY AND VERIFY PROPER HCF-410A REFRIGERANT, ECONOMIZER WITH METER SIZE. ° " BAROMETRIC RELIEF DAMPER, ROOF CURB, , AND PROGRAMMABLE THERMOSTAT. SET "' MINIMUM OUTSIDE AIR FOR 300 CFM. 5. GRILLES, REGISTERS AND DIFFUSERS: U a. APPROVED MANUFACTURERS: TITUS OR APPROVED EQUAL. .D' b. CEILING DIFFUSER (CD): TITUS, MODEL 2 MCD, LOUVERED FACE, 4 -WAY ADJUSTABLE _ CORE, 24 "X 24" MODULE SIZE, STEEL FRAME ® H N AND WHITE FINISH. :CC,' \ 6i ®f� z c. CEILING RETURN GRILLE (CR): TITUS, C � , ®�\ H MO PAR, PERFORATED FACE, 24" X 24" ", I.0 V' MODULE SIZE, STEEL FRAME AND WHITE FINISH. :- _ L. EXP: 6/30/ M-4 X60 /1 O 7/05 5 kJ {a A 5'7 ABuT STRUCTURAL ENGINEERS 1640 NW Johnson St. Portland, OR 97209 Tel 503.243.6682 Fax 503.243.6622 www.abht-structural.com November 11, 2008 Keith Baker RECEIVED Johnson Controls, Inc. jam,` 4011 SE International Way Milwaukie, OR 97222 JAN 12.2009 CITY OFTIGARD RE: Kaiser Permanente — Tigard Dental RTU BUILDING DIVISION Dear Keith, Attached herewith are calculation sheets 1 -9 and drawings 1-4 dated November 11, 2008, which verify the structural adequacy of the supplemental gravity support system and mechanical curb seismic anchorage requirements for the addition of a 700 -lb RTU unit with an 80 -lb curb, located at 7105 SW Hampton in Tigard, OR. The design was based on the 2007 Oregon Structural Specialty Code. Please call us if you have any questions. Sincerely, 651- J e lfts Ce044 Sean Clark Designer Attachments — Structural Calculation sheets 1 -9 and Drawings 1-4. Ott CT Un A O PR Oft r SMC\smc:k \projects\2008 \31508 \calcletter11- 11- 08.doc N, 1 Ar 495•• r 41 , 0 _ / 01, N o c p 4 ,„ • 18, c 1/4 ON J EXPIRES: /2 of 1 . • • C) ct ® • a .n .. Q.„, . D,• n D.. r (aooFIlJCa - r - (PE 4 I (TILE Iz -oop) LJTTEg_ - 7 - (PI[.a4._ PS',-- 0,5, . 0,5. r A yNn1•Jrl . -i— 51 P . u • :o,/ r C I-IN D Th 0 zF p -ooF P fzi�lr� -p ,/i� i - -- — ua \ y '\\Q) \ >' —� E . ► �_ Roor: NI -H ° \' � ' I I C 12G.F -I F •, RV -I . PCON © 3 "vTiZ __ 0 LoCa1,o.-. " LGR IG�ET D,h. • /3 • \Sr" too. 7 < ,....1..u-2. D.h. � �� . . � p. • M�HP- HP EaJIrr -1E'IT �e �,Ni RboFu�o - 1-{n.. 4 2 _ • , �2.h, • /IIVT (MODIFIE2 e��TJr� rlaJh) I z •, i I , i ' 0,, C 7 I ', '2 , ,I �] 24 o , 2 �} 1 0, 6 o A _ 4 12 ' — I' � , � i i I . , 1 2 J 1 2) -2 �" t 4 . . i GP -IPPLE c . -r E I 5 2 . 1 2 4 G •, 0. G , gill , ©, 5 S ■ ....... T , nip q C D;M. (2)- 2 I fi o' - G F D C., F-IP PL-- r 2 ' G . 'i9 , T ? 0 -- -,--- - . 101 -- • , i ,i .:_____, , w Aill' 7 :' 1 I i '----/± . _4 1.1011 ?' o 'o - I 1 '! V i LoL� - 10/',1 � —� 0 z 3fo��a � � , ` ► �1 1I vq T /- --$ s 3wJ I t - ' T r1 1 .c' ! 7 - i- w 55 1 1 I I I J 111' N H i C . ,n I 2' IP AtTE MF x.1-1. a 0 ' Pc) TRJ�� 1-iLJF -r -i S- . ,= v 3 i/ j74 1 S i.1 I•, 3 I/8 X- 2 , II'2 6 _, Po z.-- G F- i - (P 0 C4 L E I1 � — �4 r `12; G 24 4 I ,' I I - I (2) - 2x-41 I (2) -2,4 G�IPPI S I �(�I ► ! i 1 . - _ _ I ___ — . --- i - r r -a-'- I <} 1 2 I 1 9' :I I I I i , I ,I I I ; 'L "- d C, ' 0,G, ' 1 , iI!iiiIL1N - 5 1 /'' f 1 2" Cam. L, / , (2) 27( . I r' AI . •. • ? RiL € L k (0 a C.6 04 I I I ' ( I I I I i L I i I I I I 1 d i 1 i � 2f (o 2. 0‘ a, J6 • ) r . ( (o 6 2 1 . 4 1 '1 ), . ' I -71-7 1 1 , - 1 i 1 I 1 1 2>L1 G°' 12,4 , I , G I I 1 I 1 I z__, _ 1 I _ ; _ 1 1 I 1 I 1 Li , 6 . = � J'Qi.'v!' -t_ ..J,I� Z.,. `! i S +, 1 '' it;�-rl . i ; _ j - - _L.----------/ l/rE ( �1� i6�c, Y P-00F �GGES �! 1- - I I" I ll -H t5 ,& � �$ ` k j/ f w/ z x , -i 5T,., Js, _ — - I i- u_1 I .� Uj i-r - . . N 1 -,_)\_.. i . .__ _ k I r 1 j , ' 1 : I I --r— I I I ‘I I I I r 4 � ..„' I2I� ,L0 24 O.c: I I 1 I T . T - r I I I I I I I I 1 1 , f i? f I it 1 I I I 1 1 I! I i I 1 I 1 1 1 1 l • 'NOTES: • 1) MIN. HEADER SIZE OVER (E) BEARING WALL OPENINGS BELOW SUPPORTING NEW 4x6 BEAMS SHALL BE 2x6. CONTRACTOR TO VERIFY OR INSTALL NEW AC /HEATER UNIT, NEW HEADER AS REQUIRED. BY OTHERS 2) WOOD FRAMING SHALL 6'-1", BE DF -L #2, TYP. CURB LENGTH 1 (E) TRUSS, TYP. 3) ALL FIELD MEASUREMENTS T (E) TRIPLE TRUSS, TYP BY OTHERS. CONTRACTOR TO VERIFY BEFORE I 2x4 FLATWISE INSTALLING. I I BLOCKING CENTERED 2x6 ALONG WIDTH OF ® ON MECH. UNIT CURB CURB. SIMPSON I 1 ABOVE, TYP. LTP4 AT EA. END SK -3 OF 2x6, BEYOND. I A (E) 2x4 JOISTS II�� I - r -S S� � 2x4 ALONG WIDTH OF V- 1' -10 1/2" I 1' -7" ' CURB. SIMPSON LTP4 AT EA. END OF 2x4, BEYOND. 4x4 HEADER. ATTACH TO STUDS w/ HGA1 OKT (E) ROOF DIAPHRAGM AT EA. END. CS22 OVER 2x4 BLK'G O , 2 x 4 STUDS, FULL HT. CENTER BLK'G w/ 4x4 MIN. (2) PER BLK'G ti HEADERS. w/ SIMPSON A34 CLIP _1i1 �.�a AT TOP & BOTTOM OF 4x6 BEAM, LENGTH . �� �� - EA. STUD TO BE VERIFIED. I�10 1/A � : .1 8" HGAIOKT, TYP. II � A34 CLIP, TYP. ill . ' 1 (E) 2x6 CEILING h,;..g MIN JOISTS, BEYOND 'L Al (E) RI FY. DUCTWORK, VE �, / IP (4) SIMPSON A34 PER ti 4x6 BEAM, (2) PER 4 1/2" SIDE, TO DOUBLE (E) BEARING WALL T• ' S -- = OW CS22 X -BRACE STRAP. 6' -1 ' -2" '( c PR � fi �J� MIN. OF (4) 10d NAILS % w � AT EA. END OF EA. STRAP. c: 19,495PE r - ((2) STRAPS PER WALL LINE.) (E) BEARING WA , N . K_ANYEGON . •SUPPORTBEAMSSECTIONVIEW 1199 0 C� { EXPmES: 1Z.3, •o 9 J Sheet title: SECTION VIEW Scale 1/2' =1'-0• Drawing No. A B H T Project No. 31508 ' " KAISER TIGARD DENTAL OFFICE Drawn by: SC PORTAXO. OR Q7209 Rel. sta. 1415032434(912 Pot 503.2423922 ROOFTOP MECHANICAL UNIT ...,�,e..®„ Rev: Date: 11.11.08 TIGARD, OREGON 'NOTES: • 1) MIN. HEADER SIZE OVER (E) BEARING WALL OPENINGS BELOW SUPPORTING NEW 4x6 BEAMS SHALL BE 2x6. CONTRACTOR TO VERIFY OR NEW AC /HEATER UNIT, INSTALL NEW HEADER AS REQUIRED. BY OTHERS 1 1: e 2) WOOD FRAMING SHALL BE DF -L #2, TYP. CURB, BY OTHERS #10x2 1/2" WOOD CURB, BY OTHERS SCREW @ 12" o.c. LTP4, ONE SIDE ONLY. (E) ROOF DIAPHRAGM Ty.. • 2x4 FLATWISE BLOCKING 2x6 ALONG WIDTH OF CURB. SIMPSON LTP4 AT EA. END OF 2x6. 2x4 STUD. MIN. (2) PER SIMPSON A34 CLIP AT BLOCKING TOP & BOTTOM OF EA. STUD. (OPP. SIDE OF — LTP4). 4x6 BEAM, LENGTH TO (4) SIMPSON A34 CLIPS BE VERIFIED PER 4x6 BEAM (E) 2x6 CEILING JOISTS 0 03CTUR 9t �Ep PROTtp 3 I N e \�/ \j W _ 19,495P ' f X U \ . . O f 18, N N 9910 /ON J p (E) DOUBLE TOP PLATE EICPIES /Z • 3/• a - i - + CURB DETAIL (E) 2x STUD WALL Sheet title: SECTION VIEW Scale 1' =1'-0' Drawing No. A B H T Project No. 31508 *L SI s STREET WO NW S OON KAISER TIGARD DENTAL OFFICE Drawn by: SC SK -2 PORTL I , OR MOO Ref. Sht- rr 503.243.0682 ROOFTOP MECHANICAL UNIT Rev: Date: 11.11.08 TIGARD, OREGON • • 'NOTES: • 1) MIN. HEADER SIZE OVER (E) BEARING WALL OPENINGS BELOW SUPPORTING NEW 4x6 BEAMS SHALL BE 2x6. CONTRACTOR TO VERIFY OR NEW AC /HEATER UNIT, INSTALL NEW HEADER AS REQUIRED. _ I BY OTHERS 2) WOOD FRAMING SHALL BE DF -L #2, /� • TYP. CURB, BY OTHERS #10x2 1/2" WOOD CURB, BY OTHERS SCREW @ 12" o.c. 2x4 BLOCKING. ATTACH + e /(/ TO 2x4 BELOW w/ (1) LTP4 • (E) ROOF DIAPHRAGM z, �,, 'r-ttr- N 2x4 FLATWISE BLOCKING (E) 2x4 JOIST 2x4 ALONG WIDTH OF CURB. LTP4, ONE SIDE ONLY. SIMPSON A34 CLIP AT TOP & BOTTOM OF EA. STUD 2x4 STUD. MIN. (2) PER BLOCKING 4x6 BEAM, LENGTH TO . \ (4) SIMPSON A34 CLIPS BE VERIFIED PER 4x6 BEAM (E) 2x6 CEILING JOISTS � _.Z - . ,495P I \ ;1 \ T ___L OREGON L I 1 c jl,_ O fr 1 B,N ON j NO F � 1 09 (E) DOUBLE TOP PLATE - - i -- \ _ C D CURB DETAIL (E) 2x STUD WALL 1"=1 Sheet title: SECTION VIEW Scale 1 " =1'-0" Drawing No. A B H T - Project No. 31508 S K - 3 STREET KAISER TIGARD DENTAL OFFICE Drawn by: Sc PORTIAND, Tr603243.13E112 Ref. sht. Fo[ 503.24=122 ROOFTOP MECHANICAL UNIT Rev: Date: 11.11.08 TIGARD, OREGON Conterminous 48 States 2006 International Building Code Latitude = 45.42775 Longitude = - 122.74976 Spectral Response Accelerations Ss and Si ' Ss and S1 = Mapped Spectral Acceleration Values • Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 0.949 (Ss, Site Class B) 1.0 0.340 (S1, Site Class B) Conterminous 48 States 2006 International Building Code Latitude = 45.42775 Longitude = - 122.74976 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 =FvxS1 Site Class D - Fa = 1.121 ,Fv = 1.721 Period Sa (sec) (g) 0.2 1.063 (SMs, Site Class D) 1.0 0.584 (SM1, Site Class D) Conterminous 48 States 2006 International Building Code Latitude = 45.42775 Longitude = - 122.74976 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.121 ,Fv = 1.721 Period Sa (sec) (g) 0.2 0.709 (SDs, Site Class D) I. o ©, -`t c 5�� Project ,. Job No. • I Client Location I B I I T Designed by Date Page -j of • • STRUCTURAL ENGINEERS Sheet description , 1 --P ;77, !`"1 ( 9 - • -i— = e77, H ./7 DF- \k/ 0 4 1 r: r Y, Z.67 ,s7/ •-= -7- //- A 6 ( ° (-( , FT • • 5t—t" ' 1 1 7 - e 7.7 Lt AK • 1 • COMPANY PROJECT • 4 011K1117::. � WoodWorks S OFTWARE fOF WOOD 1W-SIGN Nov. 10, 2008 16:31 FloorBeam • Design Check Calculation Sheet Sizer 6.2 LOADS ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pat - Start End Start End tern Mech Live Point 195 4.00 No DL Dead Full UDL 60.0 . No LL Live Full UDL 400.0 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : I • 8 1 Dead 271 271 Live 1697 1697 Total 1968 1968 Bearing: Load Comb #2 #2 Length 1.00 1.00 Lumber -soft, D.Fir -L, No.2, 4x10" Self- weight of 7.69 plf included in loads; Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2001 : Criterion Analysis Value Design Value Analysis /Design Shear fv = 74 Fv' = 180 fv /Fv' = 0.41 Bending( +) fb = 993 Fb' = 1080 fb /Fb' = 0.92 Live Defl'n 0.11 = L/876 0.27 = L/360 0.41 Total Defl'n 0.13 = L/759 0.40 = L/240 0.32 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 900 1.00 1.00 1.00 1.000 1.200 1.00 1.00 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Shear : LC #2 = D +L, V = 1968, V design = 1608 lbs Bending( +): LC #2 = D +L, M = 4132 lbs -ft Deflection: LC #2 = D +L EI= 369e06 lb -in2 Total Deflection = 1.00(Dead Load Deflection) '+ Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC -IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. • 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. , Project Job No. • • ' Client A HI T Designed by I Location Page of STRUCTURAL ENGINEERS I Sheet description Cr e 0' 0 c . b t'" ) X• c:; ";", C-- P I )L _ ------- 47 : 7-• 6 - 0- • Z —( 0" E7 o- x F C kr. c. ,/ • • r- r COMPANY PROJECT i fl WoodWorks® SOFTWARE FOR WOOD DESIGN Nov. 10, 2008 11:41 CeilingJoists Design Check Calculation Sheet Sizer 6.2 • LOADS ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pat - Start End Start End tern Mech Live Full Area 30.07 (24.0)* No DL Dead Full Area 5.00 (24.0)* No *Tributary Width (in) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : lo' 10 Dead 60 60 Live 301 301 Total 360 360 Bearing: Load Comb #2 #2 Length 1.00 1.00 Lumber -soft, D.Fir -L, No.2, 2x6" Spaced at 24" c./c; Self- weight of 1.96 plf included in loads; Lateral support: top= full, bottom= at supports; Repetitive factor applied where permitted (refer to online help); This section FAILS the design check • WARNING: This section violates the following design criteria: Bending Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2001 : Criterion Analysis Value Design Value Analysis /Design Shear fv = 60 Fv' = 180 fv /Fv' = 0.33 Bending( +) fb = 1430 Fb' = 1345 fb/Fb' = 1.06 Live Defl'n 0.41 = L/295 0.50 = L/240 0.81 Total Defl'n 0.49 = L/246 0.67 = L /180 0.73 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 900 1.00 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Shear : LC #2 = D +L, V = 360, V design = 327 lbs Bending( +): LC #2 = D +L, M = 901 lbs -ft Deflection: LC #2 = D +L EI= 33e06 lb -in2 Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) • Load combinations: ICC -IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT WoodWorks® ti077WANF WOOD DESIGN Nov. 10, 2008 14:57 MechCol • Design Check Calculation Sheet Sizer 6.2 LOADS ( lbs, psf, or plf ) Load Type Distribution Magnitude Location (ft] Pat - Start End Start End tern Mech Live Axial 400 (Eccentricity = 0.00 in) MAXIMUM REACTIONS (Ibs): P 0' 6' Lumber n -ply, D.Fir -L, No.2, 2x4 ", 1 -ply Self- weight of 1.25 plf included in loads; Pinned base; Loadface = width(b); Built -up fastener. nails; Ke x Lb: 1.00 x 6.00= 6.00 [ft]; Ke x Ld: 1.00 x 6.00= 6.00 [ft]; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2001 : Criterion Analysis Value Design Value Analysis /Design Axial fc = 78 Fc' = 203 fc /Fc' = 0.38 Axial Bearing fc = 78 Fc* = 1552 fc /Fc* = 0.•05 ADDITIONAL DATA: • FACTORS: F CD CM Ct CL /CP CF Cfu Cr Cfrt Ci LC# Fc' 1350 1.00 1.00 1.00 0.130 1.150 - - 1.00 1.00 2 Fc* 1350 1.00 1.00 1.00 - 1.150 - - 1.00 1.00 2 Axial : LC #2 = L, P = 407 lbs (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC -IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. BUILT -UP COLUMNS: nailed or bolted built -up columns shall conform to the provisions of NDS Clause 15.3. COMPANY _ PROJECT in Woo dWo r ks® sorrw.uc FOR canon nFSicx i Nov. 10, 2008 15:36 LowerBeam Design Check Calculation Sheet Sizer 6.2 LOADS ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pat- Start End Start End tern MechUnitl Live Point 195 0.00 Yes MechUnit2 Live Point 195 6.92 Yes MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 1 0' 6-11" Dead 4 27 Live 195 337 Total 199 365 Bearing: Load Comb #3 #2 #0 Length 1.00 1.00 0.00 • Lumber -soft, D.Fir -L, No.2, 4x6" Self- weight of 4.57 plf included in loads; Lateral support: top= at supports, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2001 : Criterion Analysis Value Design Value Analysis /Design Shear fv = 16 Fv' = 180 fv /Fv' = 0.09 Bending( +) fb = 1 Fb' = 1053 fb /Fb' = 0.00 Bending( -) fb = 400 Fb' = 1170 fb /Fb' = 0.34 Deflection: Interior Live -0.01 = <L/999 0.13 = L/360 0.09 Total -0.01 = <L/999 0.20 = L/240 0.06 Cantil. Live 0.09 = L /411 0.19 = L /180 0.44 Total 0.09 = L/402 0.29 = L /120 0.30 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 900 0.90 1.00 1.00 1.000 1.300 1.00 1.00 1.00 1.00 - 1 Fb'- 900 1.00 1.00 1.00 1.000 1.300 1.00 1.00 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Shear : LC #2 = L, V = 208, V design = 206 lbs • Bending( +): LC #1 = D only, M = 2 lbs -ft Bending( -): LC #2 = L, M = 588 lbs -ft Deflection: LC #2 = L EI= 78e06 lb -in2 Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) (Load Pattern: s =S /2, X =L +S or L +C, _=no pattern load in this span) Load combinations: ICC -IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. • COMPANY PROJECT ll Woo d W orks® OFT WARE FOR WOOD DESIGN Nov. 10, 2008 15:47 MinHeader Design Check Calculation Sheet Sizer 6.2 LOADS ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pat - Start End Start End tern Mech Live Point 195 3.00 No • MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : ig 6{ Dead 4 4 Live 97 97 Total 101 101 Bearing: Load Comb #2 #2 Length 1.00 1.00 Lumber -soft, D.Fir -L, No.2, 2x4" • Self- weight of 1.25 plf included in loads; Lateral support: top= at supports, bottom= at supports; • Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2001 : Criterion Analysis Value Design Value Analysis /Design Shear fv = 29 Fv' = 180 fv /Fv' = 0.16 Bending( +) fb = 1168 Fb' = 1309 fb /Fb' = 0.89 Live Defl'n 0.18 = L/407 0.20 = L/360 0.88 Total Defl'n 0.18 = L/397 0.30 = L/240 0.60 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 900 1.00 1.00 1.00 0.970 1.500 1.00 1.00 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Shear : LC #2 = L, V = 101, V design = 101 lbs Bending( +): LC #2 = L, M = 298 lbs -ft Deflection: LC #2 = L EI= 9e06 lb -in2 Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) ' (All LC's are listed in the Analysis output) Load combinations: ICC -IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Date 'RECEIVED 10/31/2008 Project Name JAN 1 2..2009 Kaiser Tigard Dental Client / Purchaser CITY OFTIGARD Order No. BUILDING DIVISION Submittal Summary Page (Equipment Only. Refer to Quotation Page or Schedules for Selected Accessories) QTY SCHEDULE NO MODEL NO DESCRIPTION 1 RTU-1 ZJO6ONO8P1AZZ10001 Single Packaged R-410A Air Conditioner, 13 SEER, 5 Ton, 80 MBH Output 1 Stage Aluminized Steel Gas, Belt Drive & Economizer, 208/230-1-60, Belt Drive, 2" Pleated Filters - „-;c 1 1RD0410 RELIEF,BAROMETRIC R:A Unitary Sales Tool v1.4.4.2 Information is subject to change without notice. Check local codes. Printed 10/31/2008 ,. A yoRK Sunline 3 -6 Ton Date: 10/31/2008 Page: 2 ZJ - 13 SEER Single Pkg. R-410A AC Order No: Project Name: Kaiser Tigard Dental 1 Quantity: 1 r - Schedule No: RTU - Model No: ZJO6ON08P1AZZ10001 • Cooling Performance Total capacity 59.9 MBH .; { ° W ' P Y Sensible capacity 42.7 MBH g . g Refrigerant type R410A Seasonal Efficiency (at ARI) 13.00 SEER t : P 5, , Efficiency (at ARI) 10.80 EER Ambient DB temp. 95 °Fr ' Entering DB temp. 80 °F . . Entering WB temp. 67 °F ' Leaving DB temp. 60.31 °F ,, Leaving WB temp. 57.60 °F s Power input (w /o blower) 4.80 kW ,' Sound power 82 dB(A) Elevation 0 ft. `' Heating Performance - Entering DB temp. 60 °F ' Leaving DB temp. 96.57 °F Air temp. rise 36.57 °F Heating input capacity 100 MBH 5 TON Heating output capacity 80 MBH 13.0 SEER / 10.8 to 11.0 EER • AFUE 80.5 % SSE 80.8 % STANDARD FEATURES Stages 1 • Simplicity® control board is factory installed. Supply Air Blower Performance • HCF - 410A Refrigerant • Supply air 2000 CFM • Units are available in the following configurations: cooling only, cooling with electric heat, and cooling with gas heat. Electric heaters are available as Ext. static pressure 0.6 IWG factory- installed options or field- installed accessories. Unit static resistance 0.15 IWG • Installation time and costs are reduced by easy power and control wiring. Blower speed 1151.00 RPM • All units are factory- wired, piped, charged, and tested prior to shipment. Duct location Bottom • Factory- installed options are available such as stainless steel heat Motor rating 1.50 HP exchanger, electric heating elements, single enthalpy economizer, high static Actual required BHP 1.20 HP drive blower motor, coil guard, dirty filter switch, hinged filter door, and Power input 1.12 kW tooless access panels further reduce installation costs. Electrical Data • Convertible airflow design means no panel cutting is required, and no Power supply 230 - - accessory panel is necessary. Minimum circuit ampacity 45.90 Amps • Wide range of indoor airflows using belt and direct drive blowers. Max Fuse or HACK Breaker Size 60 Amps Grooved copper tubes and enhanced aluminum - fin construction improve Can derate Yes heat transfer. Derated voltage 208 V • Gas and electric utility knockouts are provided on unit side and bottom for easy connections. Dimensions & Weight • Compressor is internally protected against high pressure and temperature. Height 33 in. Length 83 in. Width 45 in. ° Optional factory mounted supply and return air smoke detectors. Weight 700 lbs. • Permanently lubricated condenser and evaporator fan motor bearings need no annual maintenance. Clearances • Durable finish, made of powder - painted, galvanized steel to meet ASTM -B- Right 24 in. Front 32 in. Back 36 in. 117 1000 salt - spray test demands. Top 72 in. Bottom 0 in. Left 36 in. • Full- perimeter base rails are permanently attached to provide a solid unit foundation and fork lift access. . „sue„ • Standard units are shipped with 1" throw -away filters installed, while 2" filters 'f !� . . are optional. [ RcftP;a�Ct • Units installed with heat exchangers are corrosion - resistant, with aluminized "WON - or stainless steel tubular construction for durability and long service life. C US � � � ,; " • Units installed with electric heaters are wired for single point power supply connection. • Optional BAS factory mounted controls include: York® Simplicity® INTELLI- ComfortTM, Novar® ETC -3, Honeywell VV7750C, Johnson Control YK -UNT- 1126, and Computer Process Controls Model 810 -3060 ARTC. • Optional single input electronic enthalpy economizer includes a slide -in / plug -in damper assembly with fully modulating spring- return motor actuator capable of introducing up to 100% outdoor air with nominal 1% leakage type dampers. o Complete line of field- installed accessories, propane and high - altitude conversion kits, motorized dampers, single enthalpy economizers, and dual Unitary Sales Tool v1.4 4.2 Information is subject to change without notice. Check local codes. Printed 10/31/2008 .. ayomt . Sunline 3 -6 Ton Date: 10/31/2008 Page: 3 ZJ - 13 SEER Single Pkg. R-410A AC Order No: Project Name: Kaiser Tigard Dental Quantity: 1 Schedule No: RTU - Model No: ZJO6ONO8P1AZZ10001 enthalpy sensors are available. FACTORY WARRANTY • Five -Year Limited Warranty On Compressor • Ten -Year Heat Exchanger Warranty • One -Year Warranty all other parts Factory Installed Options ZJO6ONO8P1AZZ10001 Product Category: Z Single Packaged R-410A Air Conditioner Product Identifier: J 13 SEER Nominal Cooling Capacity: 060 5Ton Heat Type and Nominal Heat Capacity: N08 80 MBH Output 1 Stage Aluminized Steel Gas Airflow: P Belt Drive & Economizer Voltage: 1 208/230 -1 -60 Installation Options: A t Additional Options: ZZ Belt Drive, 2" Pleated Filters Unitary Sales To v1.4.4.2 Information is subject to change without notice. Check local codes. Pnnted 10/31/2008 i Sunline 3 -6 Ton Date: 10/31/2008 Page: 4 1.1- 13 SEER Single Pkg. R-410A AC Order No: Project Name: Kaiser Tigard Dental Quantity: 1 Schedule No: RTU - Model No: ZJO6ONO8P1AZZ10001 - ZJ036 -060 SUNLINE MAGNUM DISCONNECT Filter Access Blower Motor Access 'mil l , Dot Plugs / l � I Field- Supplied Disconnect, Switch Location Mounting Bracket for Disconnect Switch (Shipped attached to the blower housing , �'�•_ ��► inside the blower compartment) A,B 1Niring Entry (See Detail "B ") Control Box Access Disconnect Switch Location and Motor Access Panel for Unit with "Belt- Drive" Option HOLE Opening Size Diameter Used For Used For A 7/8" KO CONTROL WIRING SIDE & BOTTOM B 2" KO POWER WRING SIDE & BOTTOM C 1 -5/8" KO GAS PIPING FRONT D 1 -1/2" KO GAS PIPING BOTTOM Unitary Sales Tool v1.4.4.2 Information is subject to change without notice. Check local codes. Printed 10/31/2008 YORK Arc ZJ - Sun line 3-6 Ton Date: 10/31/2008 Page: 5 13 SEER Single Pkg. R-410A AC Order No: Project Name: Kaiser Tigard Dental ' Quantity: 1 Schedule No: RTU Model No: ZJO6ONO8P1AZZ10001 ZJ036-060 SUNLINE MAGNUM COOLING ONLY/GAS HEAT FRONT VIEW FIELD-SUPPLIED CONTROL BLOWEFI 1... VENT AIR DISCONNECT SWITCH BOX ACCESS OUTLET 11000 LOCATION ACCESS / (Direct-Drive units) CONDENSER :f . SCROLL ,... COMPR. , :0,11 COMBUSTION MR FILTER - i., ......\...1_,;4‘,,,\ HOUR 1.- \. ,'—'—'m--I I ' 4/0' 1 - ' L o . ACCESS--1 1 -.. r 1 i 1 I.,1 1 i f - 7 • 32-518 , 1 1 1 1 • , r RETURN AIR 1 ! 1 FRONT VIEW GAS SUPPLY ENTRY SUPPLY AIR NP 0/2" Ti AT GAS VALVE) evita / ' , 41 4," 32-11 .......---- ......_ !:::::zz- '---' 44-718 3/4" PVC FEMALE --`: - / 4 IP ■,, ^-,,, , f 2-112 CONDENSER AIR cio."44-0" COND. DRAIN - i A. 8 '.r.."" -- (See Detail "A") WIRING ENTR ' Y . ..-- .... L.. -1.- tt-112 A 1 r ''-, OUTDOOR AIR en1/2. (See Detail "8"),„„.....;.„.../.:•"4' > / > (Economizer) _., . ,.. --- -•-•,,,,!!!" : s '!"'! , --- ir-iii , • ---- - -- "! - !!! ! !-- 1 C. •-•!... ,. I t 5.4f8 17-1/2 , .• /01. :>' GAS SUPPLY ENTRY > ...).. 7.718 . 5.34 (1/2 ' NPTI AT GAS VALVE) BOTTOM SUPPLY -%N.,, f$,--- iii -!!!! ,... ..„10," & RETURN MR , N / - ,,,,,,.,7` 324/4 UNIT BASE WITH RAILS OPENINCS (SEE NOTE) - 3N / ' ›.•."-- Shown. separately to illustrate B - POWER WIRING ENTRY r CP itil 4 . 7." bottom duct openings. power and ,..,.. as / i g piping connection locations. A - CONTROL WIRING ENTRY ic,.., NOTE: For curb-mounted units. 8.3/8 Fete( to the duct hanger dimensions of the curb for the proper size of the supply and return air duct connections, Unitary Sales Tool y1.4.4.2 Information Is subject to change without notice. Check local codes. Panted 10/31/2008 myopic Sunline 3 -6 Ton Date: 10/31/2008 Page: 6 ZJ - 13 SEER Single Pkg. R -410A AC Order No: , Project Name: Kaiser Tigard Dental Quantity: 1 Schedule No: RTU -1 Model No: ZJO6ONO8P1AZZ10001 ZJ036 -060 SUNLINE MAGNUM ROOF CURB DIMENSIONS COMPRESSOR DUCT 2" TYP. AND CONDENSER SUPPORT RAILS END OF UNIT BACK / OF UNIT /" " SUPPLY'` AIR � 14" ^ RETURN' AIR , ,,,..2,:illitt.., ,, ,:, ,-, = . ' ) it 19 -1 ,, ,\ 4-1/2" 19-1/2° 7 '"�` � 19 -1/2" / -' FRONT �` 73" OF UNIT 37 -1/4" 2 " N `AO110110. / 'Supply and Return Air (including duct support rails) shown are typical for bottom duct applications. DUCT SIZES: Supply Air = 19 -1/4" X 19 -1/4" For location of )horizontal duct applications Return Air = 19 -1/4" X 19-1/4" (on back of unit), refer. to Unit Dimension details. Unitary Sales Tool v1.4.4.2 Information is subject to change without notice. Check local codes. Printed 10/31/2008 Sunline 3 -6 Ton Date: 10/31/2008 Page: 7 „ ..ayoRic ZJ - 13 SEER Single Pkg. R -410A AC Order No: Project Name: Kaiser Tigard Dental ' Quantity: 1 Schedule No: RTU -1 Model No: ZJO6ONO8P1AZZ10001 ZJ036 -060 SUNLINE MAGNUM CENTER OF GRAVITY W/4 & 6 POINT LOAD Unit 4 Point Load Weight Unit 6 Point Load Weight ..�-- .•^-' 'vxit y + • --''_ r b , ,� X7,0 k �''- - f J � 1� i i --` - � iyt{k T 1 M3 - , 1•1010,-,1 it 4 _ i i „---- t "„ \ , • / ' stir_ 1 I Jr 1 f § r. L r i. t B c it N i A A D Front F Front V LEFT FRONT Center of Gravity 4 Point Load (lb) 6 Point Load (lb) Unit Total Dimension Measurement A B C D A B C D E F 036 580 40 20 132 125 155 164 89 85 82 102 106 110 048 590 40 20 134 127 158 167 90 87 84 104 108 112 060 595 40 20 135 128 159 168 91 88 84 105 109 113 Unitary Sales Tool v1.4.4.2 Information is subject to change without notice. Check local codes Printed 10/31/2008 ayoRic Sunline 3 -6 Ton Date: 10/31/2008 Page: 8 ZJ - 13 SEER Single Pkg. R-410A AC Order No: , Project Name: Kaiser Tigard Dental Quantity: 1 Schedule No: RTU -1 Model No: ZJO6ONO8P1AZZ10001 ZJ036 -060 SUNLINE MAGNUM COMPONENT LOCATION Electric heat accessory location 20 Gauge aluminized steel tubular heat exchanger Power ventor motor with Belt drive or - __» post purge cycle HACR Direct drive "'' �_ High efficiency blower y'"''' ` -��,., .. r� --... compressor breaker 'r. ( +f(i U s :al) D,� ~ Economizer hood 177 ---- '''': -. : .2. : ,,;.-..-- � •4llIllk " -,. ,. ,0',.p ri dl Cis �' i. .ter ''I['lllil�9illlillilli t ' l I I r�p �, fj /I il d i i Copper tube/ pp l l 11 "' iil1 alu rriinum fin � 14 .. i f n t{ {1Ei �� condensing colt Knockewt I ' � I ,g1 l ei 1i P for side ,� S, _ �:' a � 1�Ihiljili�( l i j ' • power. entry , lil + +;1 6l er. en �� �1 i 1�iiiil I economizer ., 1� '4i. � t .' (��P lj l n, _ E' iiltlll'1'i 3 detector ° , ri f _�, ' 4 Smoke = �+ - " � , ' , S - ' ` : , i , 11 r t ult perimeter baserails if S ': I r te. with forklift slots and Ill "t." l fining holes 314" P1/C female _ i }r... Knockout for side condensate drain ' { *� d as supply entry GFCi� SimpticityZ Liter" convenience outlet control board Knockout for side: control entry _ Unitary Sales Tool vt 4.4.2 Information is subject to change without notice. Check local codes. Pnnted 10/31/2008 a ill'. Sunline 3 -6 Ton Date: 10/31/2008 Page: 9 Z J - 13 SEER Single Pkg. R -410A AC Order No: Project Name: Kaiser Tigard Dental ,. Quantity: 1 Schedule No: RTU - Model No: ZJO6ONO8P1AZZ10001 ZJ036 -060 SUNLINE MAGNUM COVER IMAGE f litf40" 2 ,42 : ia ); ?)� _ _ yy 1 9!illi4'I,I1!I,I'lil 1 1;1111,111111,111,11 11'qh, [I; ....--- , I -_ _ � _ - 0' ��; li I;il!Ilhl 11 1 I S' /illl;l11111111lb, II �i' , Il ll1.l� u�i,o t-:,:,:..-.. - ----Al . . 1 ; .-- -:::::::::::: �1 Unitary Sales Tool v1.4.4.2 Information is subject to change without notice. Check local codes. Pnnted 10/31/2008