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7805 SW HUNZIKER ROAD-4 t R DIMENSIONS (inches) FILTER UNIT — - L CORNER WEIGHTS (Ibs.) ACCESS CONTROL TROL BOX PANEL 1 CENTER OF GRAVITY (in.) Model No. N 0 P R — 0 \ COMPRESSOR G Model No. L M ` `, -1 CONDENSER COIL CHA10-261 77 106 83 59 � - - " _ _ _ _ J CONDENSER COIL 1 CHA10 261 2.9-11/16 11 3'4 CHA10-31 1 82 113 87 63 I \� I FAN GUARD i ' CENTER OF - _J ;o ♦ CHA1U-311 29-11,116 11-314 CHA10-411 -413 83 115 89 64 _-- a GRAVITY I iv lCr ye CONDENSER COIL CHA 10-41 1 -413 29-1116 -3,4 CHA10-461 -463 130 173 126 94 (� ENTERING AIR -' I ¢ I I 'I J FILTER IW' (Both Sides & End) CHA10-461 -463 34-518 17-1,2 CHA10-511 -513 - 135 178 131 99 ;i i Q 1 ; I i i i 'ol / , I I I to CHA i U-511-513 34-5/8 17-112 CHA108-651-653 147 196 143 10-1 L�_11 I I i I CHA1 UB-651-653 34-518 17-112 'll IL--i- r-_-__-_:JI-------___1 I NOTE — Corner weights of basic unit with P,lec L_� ; i) FIELD WIRING I,-___,� �' �___-_•- _ ...; UNCTION BOX ` tric heat. - O OPTIONAL ELECTRIC HEAT t PLAN VIEW B_ CONDENSER COIL E 314 ----- A-- — EXHAUST AIR D — CONDENSER COIL, 314 EXHAUST AIR SUPPLY SUPPLY AIR r Y i OPENING F 41011111 OPTIONAL ILl AIR _ELECTRIC HEAT i o 2 i 1 i 0I \`r---- =J ELECTRICAL C 18 I ,i I INLETS ¢ I I i�. 1 O I ? ) ) RETURN AIR G RETURN I io- O i / OPENING C::r> i ¢ 1 SUPPLY AIR ACCESS AIR O i BLOWER PANEL > - -- i \ 1-112 CONDENSATE DRAIN H CONDENSATE DRAIN \BASE RAILS 3 Mme- K --� 3 (opposite side) Model No. A B C D E F G H J K n_1.)fZ1 1211 52-11116 28 28-314 24 1-13116 7 15 4-T8 2-318 22 + A10-460 & 510 59-15!16 40-314 28-314 34 2-314 8 15 6 2-112 34-314 CHA10B-650 59-15116 40-314 33-314 34 2-314 8 20 6 2-112 1 34-3/4 OPTIONAL ROOFTOP ACCESSORIES --- DIMENSIONS (inches) DOUBLE DUCT AIR DISTRIBUTION SYSTEM 'NOTE — Corner Weights Are For Inside 31.12- .-12.34 CORNER WEIGHTS (in.) CENTER OF GRAVITY (lbs.) Corners of Roof Mounting Frame — RD9-65 & AD10B-65 .,Model No. A B C D Model No. E F G +{ Adapter Kit Is Required To OUTDOOR AIR -24 _ Mate CHA10261, 311 & 410 INTAKE DAMPERSCHA1 1 1218 201 118 CH -261 371/2 13'/ i• Models To Duct Enclosures. 19-34 "-' __-- 5 10 & 650,0 58 --- - - - -7 i C,I CHA10-311 225 8 111 121 CHA10-311 --- --- 37'/2 13'/4 51Q & 65 B � � - - �---- 7� CHA1o261, CHA10-410 2 209112123 CHA10-410 37'/2 13 /4 I-00 311 & 410 5.34_ RT9.65 & PTICS-65 DUCT ENCLOSURE CHA10-460. 370 24 ,92 141 CHA10-460 45'/e 165/,a or RD9.65 & R01OB-65 POWER SAVER _ CHA10-510 379 246 94 144 CHA10-510 45/e 16/11 CHA10B-650 406 263 100115411 CHAT OB-65 451/1 165 e CENTER OF GRAVITv NOTE — Corner weight of basic unit N _ _ ... _ . . _ - - SUPPLY with SRP9-65, R79-65, AIR RMF9-65 and electric heat. OPENING Q RETURN AIR Q i ,•�_�� 7`d _fi � Duet Enclosure Mounting Detail v U 1 H I DAMPERS I SINGLE PACKAGE I - L- L - ---- -- - F— - -r- --_L— _ - - - - UNIT 534 DUCT ENCLOSURE G RD9 & RD108{5 9 cD — ~ INSULATION � ., EXHAUST AIR / _ _ __. -� !furnished) E ---- OUTLET DAMPER - 21 34 +-6 1L AIR BAFF-E 1 INSULATI,ON (furnish/d) I ((urnished) 96-1516 CHA10261, 311 & 410 r 52-1116 CHA10-261,_311 & 410 104.316 CHA10460, 510 & 650 I 59.15'16 44-1 4 CHA10,460, 510 & 650 --♦"� — - _ - - 39 1 2 a1 �)) ( ( 'SUPPLY R'f9.65 & RT108.65 RT965 & RT108�5 or c (1, (� �� ♦ DUCT ENCLOSURE — o R T9-65 & T108- 5i �^ (�r�� 1)r� AIR o RD9.65 & RD10B-65 ; 09 65 & RD1�8 65 5 e 1� o DUCT ENCLOSURE 19-34 SINGLE - .POWER SAVER g' ¢ EXHAUST AIR (Field Assembled & Installed) , c c - ¢ c OUTLET DAMPER PACKAGE ' R I9 , — OR _— -_— - a Q I �' c m RD9 65& R010B-65 UNIT RETURN AIR , RD965 & RD108�5 V v i PLENUM RETURN ►- �- + POWER SAVOR ; I AIR (Furnished) -4 a 14 \ (Factory Assembled) OUTDOOR AIR 18 '^ ► it HOOD - 21-12 '12-34 at If '29-1,2 _ N - - r ;i I r4 r7 1" SUPPLY AIR (Field Installed) -_ -A SECURING BRACKETS 'i ;' 'r 5UPPLY ;� i� - ,, FILTER (Furnished) �� ►• r► ►' '21.112 1, t (Furnished) ROOF DECK ( �I RETURN ►' �i AIR ►' ?1 3i4 g-� y ► i ,► , i RETURN AIR ►) SUPPLY AIR DUCT AIR (Furnished by Installer) 64 R M F 9 I ^ --�—- j SUPPLY ROOF MOUNTING FRAME RETURN `S �� i; k1 AIR DUCT •Oaenin9 sizes in button ; ROOF DECK AIR r?UCT- ;j k; ' ' y(Furnished b ti -riof RTS & RT10B�5 ti �`� (Furnished by ► N `'� Installer) 1" INSULATION t RD9�5 14 RD108 65 i ►) ;Furnished by Installer) Installer) ;� ► I" INSULATION % ►' (Furnished by Installer) 12 _ RETURN AIR DUCT (Furnished by Install am .�� ;'� IIIr � �� l � l {�'( Il � llllrlr � ll�.� lll � rll � � ll � III � IIIIIII � IIt � lli � 111 t ( I � Illlllt � lll 111111 IIIItII III � IIt llrlr� l t11 � 111 1 � 1 � 111 I � I III III wll 1 ; ! 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'.:: ._...,.,.......w..-, _ ELECTRIC HEAT DATA CHA10-26'1 ELECTRIC HEAT DATA CHA10-311 ELECTRIC HEAT DATA Optional No. Electric Electric Minimum Optional Electric Electric Model Electric Volts Heat Heat No. 'Minimum of Circuit Madel Electric Volts Heat Neat No. Unit Model No. Input Kw Btuh No. Unit Model No. of lirput Kw Btuh Circuit & Net Wei r.-I Steps Ampacity Steps Ampacity Input Output & Net Wei ht Input Output_ ^ 208 3.5 11,900 24 208 3.5 11,900 24 ECH9 "11-161 220 3.9 13,300 ECH9-41-161 220 3.9 13,300 (14 lbs) 1 230 4.2 14,300 27 (14 lbs) 1 230 4.2 14,300 27 240 4.6 15,700 240 4.6 15,700 208 5.7 19,500 37 208 5.7 19,500 38 ECH9-41-261 1 220 6.4 21,900 ECH9-41-261 220 6.4 21,900 (14 :u�,) 230 7.0 23,900 43 (14 lbs) 1 23n 7.0 23,900 43 CHA10- 2.40 7.6 25,900 CHA10- _ _ 240 7.6 25,900 261 208 6.9 23,600 45 311 20f'. 6.9 23,600 45 ECH9-41-311 220 7.7 26,300 ECHS-41-311 220 7.7 26 300 (14 lbs) 1 230 8.4 28,700 51 (141bs) 1 230 8.4 28,700 51 240 9.2 31,400 240 9.2. 31,40 208 10.4 135,500 66 208 10.4 35,500 66 ECH9-41-471 220 11 5 39, 300 ECH9-41-47' 220 11 .6 39,600 (15 lbs) 1 230 12 7 43,400 75 ( 15 lbs) 1 230 12.7 43,400 75 240 1 13.8 47,100 240 13.8 47,100 *Refer to National Electric Code manual to determine wire, fuse and disconnect *Peter to National Electric Code manual to determine wire, fuse and disconnect size requirements. size requirements. CHA10-411-413 ELECTRIC NEAT DATA CHA10-461,463 ELECTRIC HEAT DATA Optional Electric Electric Optional Electric Electric No. *Minimum No. Model Electric Volts Heat Heat Model Electric Volts Heat Heap' *Minimum No. Unit Model No. of Input Kw Btuh Circuit No. Unit Model No. of Inpul: Kw Btuh Circuit & Net Weight Steps Input Output Ampacity & Net Weight Steps Input Output Ampacity 208 3.5 11,900 29 - 208 8.3 28,300 55 ECH9-41-161 1 220 3.9 13,300 ECH9-46-381 1 220 9.2 31,400 (14 lbs) 230 4.2 14,300 29 (20 lbs) 230 10.1 34,500 63 240 4.6 15,700 240 11 .0 37,600 208 5.7 19,500 39 208 12.4 42,300 80 EC:-19-41-261 1 220 6.4 21,900 CHA10- ECH9-46-561 1 220 13.9 47,500 (14 lbs) 230 7.0 23,9001 45 461 (23 lbs) 230 15.2 51,900 91 240 7.6 25,900 240 16.5 56,300 208 6.9 23,600 46 208 16.5 56,3001 105 CHA10- ECH9-41-311 1 220 7.7 26,300 ECH9-46-751 2 220 18.5 63,200 411 (14 lbs) 230 8.4 28,700 53 (24 lbs) 1230 20.2 69,000 120 240 9.2 31 ,400 1 240 22.0 75,100 208 10.4 35,500 67 208 6.8 2.3,200 29 ECH9-41 -471 1 220 11 .6 39,600 ECH9-46-313 1 220 7.6 25,900 (151bs) 230 12.7 43,400 77 (23 lbs) 230 =8.3128,300 32 240 13.8 47, 100 240 9.0 30,700 208 13.8 47,100 88 440 7.6 25,900 ECH9-41-631 2 220 15.5 52,900 ECH9-46165-313 -- 2 460 8.3 28,300 15 ` . (16 lbs) 230 16.9 57,700 101 (23 lbs) 480 9.0 30,700 240 18.4 62,800 208 12.4 42,300 48 208 6.8 23,200 7.9 ECH9-46-563 1 220 13.9 47,500 ECH9-41-313 1 220 7.6 25,900 (23 lbs) 230 15.2 51,900 55 (1 300 32 51bs) 230 8.3 28, CHA10- 463 240 16.5 56,300 240 9.0 30,700 440 13.9 47,500 ECH9-46165-563 208 10.4 35,500 41 (23 lbs) 2 460 15.2 51,900 28 CHA10- ECH9-41-473 1 220 11 .6 39,600 480 16.5--56,300 413 (15 lbs) 230 12.7 43,409 46 208 17.1 58,400 62 240 13.8 47,100 EC119-46-783 2 220 19.2 65,500 208 12.4 42,300 48 (28 lbs) 230 20.9 _ 71,400 79 ECH9.41 -563 1 220 13.9 47,500 240 22.8 77,800 (15 lbs) 230 15.2 51,900 55 440 19.2 65,600 240j__ 16.5 56,300 ECH9-46165-783 _ 4130 22.8 '77,8003 460 20.9 71,400 37 *Refer to National Electric Code manual to determine wire, fuse and disconnect !28 lbs) size requirements. *Refer to National Electric Code maoual to determine wire, fuse and disconnect siza requirements. Use wires suitable for at least 75"C (167T). -- 16 - ti "` �111 � 1111111 µ 11 111111 � I�II111 11r � 111 1111111 III III IST ISI 1 ( I I�1 111 111 III I ) I Ill Ill I.. .. ....A.w. . :a�,w„r„�... law �., � 1 I I � I I ( � I I I 1 . ,� � � l I , I IIIIIIII � III � IIIIIiIIIIrII� IIIIlllllll � lll IIIIIIIIIIIIIII 1111111 t � llllt Ill � llr 111 � i11 zI .,I NOTE : IF THIS MICROFILMED 3 4 s 7 8 9 10 1 1 12 DRAWING IS LESS CLEAR THAN �------- THIS NOTICE , IT IS DUE TO " THE QUALITY OF THE ORIGINAL DRAWING. E 62 8? LZ 92 SZ 111P EZ ZZ IZ 02 61 3 ! LI 91 SI it EI ZI 11 OI 8 L 9 �pll 1111,1111�111111111�1111�1111�111111111�11111111111111I111111��1��IW1� .11X111.�.LL1�111IIIIilI ,11�:11111I11!.�1�1 �JII,�.hI�IIU1��ll1�1lIIiIU1t�I111II�ti�tllllllll�ltl 11 l�lt III��IIu�l�t��„�It ��ll ►�� I�t��tl�t I��ul 1whialflAiligub'dlutlullilt JUNE 1 1990 WON- ..Z •-.... ,a. -. ..; �+�.r--�.� - - .rrl�err....,t o t ti s J .,,. .. ,, ... .,qi„ '.-r.;., ,qa - - .,,r.;. w 9�te J, ..a.o4nN. Fra•r�J •:i,_k„p..,1S1Y."97P FEATURES Rugged Cabinet -- Constructed of heavy gauge galvanized hot dip- Cleanable Air Filter .— One inch frame filters are furnished as stand- ped steel. A five station wash metal preparation assures a perfect and equipment. Media is washable or vacuum cleanable po{yure- bonding surface for the finish coat of baked-on outdoor enamel. thane, coated with oil for increased efficiency. Use RP products filter Removable panels permit complete service access to interior of coating No. 418 (order No. 30165) when reoiling is required after cabinet. Heavy gauge steel support rails under base elevates unit cleaning. Separate filter access cabinet panel provides quick and or-- above mounting surface. Drainage holes are provided in condenser easy removal of filter(s) for servicing. coil section of the base for moisture removal. Electrical inlets are furnished in cabinet for wiring entry. See dimension drawing. Thermostat (Optional) -- -{ herrnostat is not tarnished and must be Thick Interior Insulation — Evaporator section of the cabinet is lined ordered extra For cooling only applications a single stage cooling with thick fiberglass insulation. This results in quiet and efficient thermostat is required. When optional additive electric heat is or- operation due to the excellent acoustical and insulating qualities of dered a heating-cooling thermostat will be required. fiberglass. Duct Connection — Conditioned supply and return air openings are Additive Electric: Heat (Optionai) — Available for field installation in located one above the other on one end of the cabinet. Return air 3.5 thru 33.0 kv`, sizes. See Electric Heat tables. The helix wound enters in the lower opening through the evaporator coil and is dis- nichrome heating elements are exposed directly in the air stream charged out of the top opening. Both openings have flanges for ease resultinq in instant heat transfer, lower coil temperatures and long of connecting duct work. service .ife. The Elements are ac- Refrigeration System — Complete factory sealed refrigeration sys- from the heavy gauge steel sup- curately located and insulated tem consists of: compressor, condenser coil and fan, evaporator coil port frame by high quality insula- eaters a SLIP- and blower, suction and discharge line service gauge ports, liquid tors. Heaters equipped with line strainer, low pressure switch-automatic reset (CHA10-460-510- circuit a tern a to provide over- 650 models), refrigerant lines connected and a full operating charge load and short circuit protection. of refrigerant. Circuit breakers are current sensi- Compressor and Controls Compartment — Compressor and con- tive and temperature compen- t*ol box are located in a separate compartment of the cabinet, isolat- sated to shutoff heater if current ing them from the weather and also keeping the sound level at a draw is excessive. Must be reset minimum. Control box is conveniently iocated for service access manually. Each set of heating elements is equipped with a accurately located limit control with with all contrail factory installed arid wired. Cabinet access panel removal permits complete access to the compartment. fixed temperature off setting and automatic reset. Ir, addition, elements have supplemental thermal cutoff safety fuses providing Dependable and Quiet Compressor — Rugged and reliable com- positive protection in case of hazardous over-heating. Cutoff fuses pressor is hermetically sealed. Suction clooled, overload protected, are mounted external to the element face plate for quick and easy and equipped with internal pressure relief valve. Internally pro- replacement. Thermal time delay relay brings heating elements on tected from excessive current and temperature. The entire running and off the line, in sequence and equal increments, with, a time delay gear �s spring mounted within the sealed housing. In addition, the between each element. Control box and access cover are con- compressor is insta;ied on resilient rubber mounts in the unit, assur- structed of heavy gauge galvanized steel. Electric heaters are ing quiet and v,bration free operation. completely factory assembled with all controls installed and wired. Large Evaporator and Condenser Coils — Lennox designed and fab- Timed-Off Control (Optional) -- Timed-off control (77A24) is avail- ricated coils are constructed of precisely space r;pple-edged alumi- able as optional equipment for yield installation. Prevents compres- num fins machine fitted to copper tubes. Copper tubing construction sor short-cycling and also alloNs time for suction and discharge provides maxirnurn coil life and ease of service. Condenser coil is a pressure to equalize, permittin,-.i the compressor to start in an un- wrap-around "U" shaped conficuration providing extra large sur- loaded condition. Automatic reset control will shut the compressor face area for maximum strength and contact area. Evaporator coil is off and hold it off for 5 minutes. a slab type. Coil is thoroughly tested under pressure to insure leak- proof construction. Low Ambient Control (Optional) -- Units will operate satisfactorily Drain Pan — Evaporator coil drain pan is constructed of heavy down to 35' F outdoor air temperature without any additional con- gaugegalvanized steel. Equipped with a galvanized pipe (mpt) draintroll. For cases where operation of the unit is required below 35�F a outlet extended outside of the cabinet. See dimension drawing for Low Ambient Control Kit (BM-3431) can be added in the field, enabl- location. ing it to operate properly down to 0"F. Efficient Condenser Fan — Direct drive fan draws large air volumes uniformly through the entire coil resulting in high refrigerant cool- PTC Start Kit — Furnished as standard equipment on CHA10-461, ing rapacity. Condenser fan motor is totally enclosed for maximum 511 and 651 single phase units. The solid-state PTC (Positive Temp- protection from weather, dust and corrosion. A rain shield on the erature Coe.,ficient) ceramic thermistor provides extra starting tor- motor provides additional protection from moisture. Air is drawn que to solve most compressor hard starting problems. The start kit through the coil at both sides and end and discharged up and out switches itself out of the circuit after start-up. Available as optional through the top panel. Corrosion resistant PVC coated steel wire fan equipment on CHA10-261, 311 and 411 units. guard is furnished as standard. Powerful Evaporator Blower — CHA10-261 thru 510 units are equip- Crankcase Heaters — Compressor Crankcase heater is furnished as ped with quiet operating direct drive blowers that deliver large air standard equipment on CHA10-410 thru 650 models. Crankcase volumes with low power consumption. Each blower is statically and heater is not furnished for the CHA10-261 and 311 models and must dynamically balanced as an assembly before it is installed in the be ordered extra for field installation. Order number P-8-8852. unit. Multispeed motor is isolated on rubber mounts. A choice of Heaters prevent migration of liquid refrigerant into the compressor dower speeds is available on each blower. See blower performance and ensures proper compressor lubrication at all times. charts. Change in blower speed is easily accomplished by a simple change in wiring. Thoroughly Tested And Approved — Units have been tested and CHA10B-650 units are equipped with the Lennox designed "sulky" rated in the Lennox Research Laboratory environmental test room belt drive blower !hat moves large air volumes quietly and economi- according to ARI Standard 210 test conditions and are Certified cally. All moving parts are mounted on a rigid steel frame, that floats under the Certification Program. In addition, units have been sound on highly resilient rubber cushion mounts, resulting in maximum tested in the Lennox reverberant sound test room and rated accord- quietness of operation with the least amount of vibration. By ing to ARI Standard 270 conditions. Units coming within the scope of loosening one bolt on the hinged motor cradle the proper belt this standard (135,000 Btuh or less) carry the ARI certification seal. tension or belt change is easily accomplished. Blower wheel is Air conditioning equipment and optional electric heaters are U.L. statically and dynamically balanced. Bearing are self-aligning and Listed. Units and components within are bonded for grounding to permanently lubricated. Adjustable motor pulley permits variable meet safety standards for servicing required by NEC: Blower data is blower speed adjustments. from unit tests conducted in the Lennox Laboratory air test chamber. r .. :: diA � • .,iVOLNl • ,. .. ,,. .« A ....,?'Rry .. � '.....+ryyntMu.lTtlM ,±l•wT.fMMVN+F1N'^. _ "�' 1•.r. . . . I � 3 � � 6 7 !8 9 I�0 II 12 . ' NOTE : I F THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. ___. ._ __ _ - -------- ----------------- _ - _ ,•:- -____ _ _ _ - —_. ------ --- ---- .� __ OE 6Z 92 LZ 9? 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Z 1"1011"" 111111111111111un111ullullnnllntlln1111nIII11I111111111I111111111ItN�1111I111111111111uIIIIlI11U�ffNIIIIIIII!)IIIAIIIlIIIIIIIIIIIIIIIIII!►ItIIIIII111I1U111111IIIIlIUlIII11LIIIIIIIIHI1111IlIIAJ1111IIlU�lUll1111111111i11ll�l11I�1�11�II11IIIIlIIIIUIIl1II11I1I1111III11IUlUIIIN . .......... J UNE 1 _ X990 �{`.♦ i :+ ,'.t r. .� +H'P «+�JC tiG T� .y -a dt�.. �a�.`+ Ile :o' \ Aft�pdp RAW, Y. • .. ,r, • • 10 r 1 f 1 Jam FLOOR A140 MILING RUWM" I shaped , 1 - 114" deep wide, fabricated frm No . 25 gauge ga.1ma4zed Is had. to f toor and ceih, th fastows spaced 24 in . D. C. UZ . ETAL STUDS - Chantel 10#9 with 1 -114W failed back return flange i.n Legs , No . 25 gam, iteel . Studs . 13/8' in length than assembly heights , F 3. BAT T S , GLAD F W ER :- ? i n. � d s hoe 0ed by Und . L l nc . , (SUilding Materi,&JJ Lj st , Sat and . SO f I 11 in.. wall . Attached to 3 wallboa.>:d with w staples lly 12 in. OON# ;'t vertically 24 in - O.C . ;'i @4WALL00ARD, GYPSUR . Vie. tk• 48 in. ' , sheets , list Unit. Lab? , I c . (Ou3lding I at�eria1.s 1$ s, ) . verticall hod to studs and floor and reeling runes V V # by 1-4 n . I f-drilling , Self'- tapping Phillips iWad sted1 spar �i n . 0. C , ,, soca ted over studs . Outer layer on ovO, side appli ` ftrti+ I attached s arW runners with 1 -5/d" Ions set.f-dria ling , si •f-toPe 1 steel spaced - 12 X. along ends and edges of boards and 24 in . O.C . in field. • la•yer joi s offset feom inner layer joints and located ov*r studs . &.14ALLBOARD GYPSUM - 2" thick , 48" w� .'s , 1isteel by Und . Lab. , Inc . Sheets applied vertically a� , alttachod 0 std ners with 1 -518" 1a , self-drilling , • sel f-tapping steel s�1''li .39 toed 12 in. .Rf ung ends a.rW edges of boards and 24 in . O . C . in the i;ieis . JC* �ffse,t r joints . 6 . WALLBOARD - GYPSUM- 1/±� car 3�'8 i �� f�dE= sheets , listed by Und . �L . . Inc . ♦ -ieets 01.aced vertsica l ly and l imi tis Il l board with 3/4" dim dabs of vinyl bese pane. adhesive spate., I grid horizontally 12" O.C . Joints offset from j Qi nU of is Wr l aor of lel?" mW l oc a ted ovor studs . &OINTS - Outer layr joints 0 both s 11 covoo with paper tope and joint y compound . krewhpads cortred w.M Je Y, . I t� � a YI r w�wsrr .. .- v.I. ....A..... .- .ice'^ r. .•wrl�••� ' ^• ;;'� IIIII �� I { IIaIIIIiI � III � II'IIIII IIIIIIIIII11111 IIIIIIiIl � llllt 1111111 1111111 I � II1 � 1 tllllll III III III t � l III III III Ill III III III � I � � III I � I � t 1 I I I I I � � I 1 � � I I - _._._ •, ._. ' I NOTE : IF THIS MICROFILMED 2 3 5 f___.____...r 7 8 9 I.r0 1 1 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 BZ LZ 92 SZ bZ EZ ZZ 12 OZ 6.' 21 Ll 91 91 1 El 21 11 01 fi 8 L 9 --- S �rII�tIIIIIIII�IIIIIIIII�IIIIIIIII�III111111�111Illlll�lltllllll�lllllllll�l.��.ll,�I�lll��l.llc�lllllllll�u,�llfJllllllitl!I�tllllllll�lll_IIIIII�LI11111=111�i111111�11111itll�llll�llu�lllllllll�lllll{III�,IIU.�Iall�l I----' I U N 990 1�! 1.1�1111ll11lllul�ull�.llll�!�ll.I�IIIIIIIIIILUIlIII11 CITY OF TIGARD P.O. Box 23397 12420 S.W. Main, Tigard, Oregon 97223 ' RECEIVED ' May 3 , 1978 MAY 9 1918 • CITY OF rlcARD . Blake Hering 200 S . W . Mark.et Portland , Oregon 97201 RE : 2--78 Dear RJr .. Hering : Please L . advised that on May 2 , 1978 your request for a conceptional landscape plan for an 84 , 000 square foot building at S . W . Hunziker and S .W . 77th Place ( Wash . Co . Tax Map 2S1 IBD , Lot 101 ) was approved subject to the following conditions : 1 . The 40 foot landscape buffer be retained along S . W . Hunziker Road . 2 . A detailed landscape and irrigation plan be submitted for staff approval prior to issuance of an occupancy permit . 3 . Trees be included in the hedge planting . 4 . Lot lines for the site in question be recorded as per the approved plan prior to issuance of a building permit . 5 . ) A drainage plan be submitted for building t— department approval prior to issuance of a building permit . Plan check by the Building Department will not be initiated until plans have been revised or the necessary documentation obtained for conditions 2 , 4 and 5 as stated above . If we can be of further assistance , please do not hesitate to contact this office . Sincerely , Nancy Edwards Com iiunity Design Planner NE/ db cc : Albert Biggerataff , Architect NOTE : I F THIS M IGROF I LMED -, -:.,..._. �.. 4 _ ___ 5 6 7 $ 9 0 I 12 DRAWJNG IS LESS CLEAR THAN THIS NOTICE , JT IS DUE TO THE QUALITY OF THE ORIGINAL D RAW I NG. - _ - - ------- -- OE 62 8,21 lZ 92 SZ bZ EZ ZZ iZ uZ 6t 81 LI 91 SI t' 1 EI ZI 11 06 6 8 1 9 S b E Z 1 JUN 1 1 -.. -iy�y.y �r ... 'w'•..w'+fid ...... - � X Y =�4 ..yy� �. .. ..� 199. 01 - i TIGARD DESIGN REVIEW May 21 1978 Tigard City Hall. 12420 S . W . blain St . - Tigard , Oregon Site Design Review 2-78 Hunziker Industrial Park Supplement to Staff Report of 4/ 1. 8/ 78 Applicant : Blake Hering Request : For review of a conceptional :landscape plan for an 84 , 000 square foot building . Site Location : S . W . Hunziker Road & S . W . 77th Place Previous Action : On April 25 , 1978 , the Tigard Design Review Board p' requested that the applicant ' s lands(---ape and parking plan be returned for their review . Plan Review : r The applicant has submitted a conceptional landscape and parking plan for the Board review . Because of the time frame he is working under , the Board agreed that a detailed landscape plan could be subject to staff approval prior to issuance of a building permit . The applicant has stated that a Letter will be submitted to the Design Review B building usage will be broken down Tentatively this breakdown is o of ice space , 75% storage and 20% industrial use for a total of 71 required parkingT ,,�� spaces The applicant is a'c vises Eh� s� 'r6nan s must 4 ` 'orm with the code requirements for parking and the formula he has submitted , 74 parking spaces are provided on the site , with no parking along the east wall . The Board should note that the plan has been modified since the meeting o.f April. 25th . This modification consi- sts of the reduction of the landscape buffer along S . W . Hunziker from 40 ' to 201 , and the rearrangement of landscape islands on the site . : "• ♦ +� ..._. .` `rFaiwL�w"ia - , � .ii15,.l'+3:'F'."rdwi.w..YAd'i'.1':. .,S_St!:.;, awnt�«a-• :r�q.mnh}, -� .. .. ._ . .. "y..>,. .„rt<",. . '+'h.-,... .«�......w --'•---..,.., a„',u. .. +.cwt.._ .+— , - w � * i I I I I I NI I I � I I I -� I � I � I O l � i l i � i l � � � l r l 1, I I 1 1 � t l � � l i l � l l l l l � l I � I I � � II 111 , 111 1111111 1111111 IIIIIII tllllll ' lllf III ! 11 , 111 IIIIIII - --_ • � NOTE : IF THIS MICROFILMED '� 3 4 �_ _ 6 7 8 g 1)o 1 I I wwawrw�wrswr DRAWING IS LESS CLEAR THAN , - - "-"-" - - THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 82 LZ 92 S2 bZ EC 22 12 OZ of 81 L 1 91 S I b I E I 21 11 01 fi 9 l -T9 f I I Z �HII1111�111111III�IIIIII11111111�1111�IIIIIIIII�IIi11111141111�I111�N11�1�:1�lII�J.�L11111�1111�1,�,Lj��flll�ll!I�I�J�M1111�Jl�jlll.)1�1.�11�.�I�IIII�NIi�llll�liil�IIII�IIII�IIIJ.�1111�11ii�1(-11�111111.U111 -''-.--1-'-.l- �lllllWttW�tt�1111111111111illi1111j11111U11�1�11ti1►lu��IIII IUI�llU11111 -.._._. ._.-_ •-,,, ........,ase-......_.- ;•� ..... .....,............_...+.....«..-�....-.._.-,.,,,,,` .rruM .. .'r"�^, O[ .. .,.ry• •-._.wi..aeOXy+A"rw. + , .t'IA•' .. ..... .. ..�•++«._ .� ..--. .�--�.._—.-• ....-«.a �rratCi•�ic. �'« .«..�.is.M�r.o__ .t TIGARD DESIGN REVIEW Ilay 2 , 1.978 SDR 2-78 Page 2 ,ri,.e rearrangement of the islands is acceptable , however the 40 ' buffer was discussed during the April 25th meeting , and the Board should decide whether it influenced their decision on the approval of the architecture . Because of the view from Hunziker and the scale of the building it would be beneficial for the 40 feet of landscaping to roman . A fledge of phot inia is specified along the north property line , a hedge planting will have minimal impact for the view from highway _ 217 . This landscape area. should be increased to support tree growth or the applicant work with the Highway Department in order to plant along the abutting right-of-way . An existing row of Noruny Maple and White Birch are specified to remain . These planting beds are sparcely planted as far as shrubs and ground cover and should be upgraded . As noted in the previous staff report the adjustment of lot line should be recorded prior to issuance of a building permit . tr A drainage plan should be submitted for building department approval. prior to issuance of building permit . Staff Recommendat ions : Staff recommends approval subject to the _following conditions : 1 . The 40 foot landscape buffer be retained along S • `V . Hunzi.ker Road . 2 . A detailed landscape and irrigation plan be submitted for staff approval prior to issuance of an occupancy permit . 3 . The existing landscape beds be upgraded with the inclusion of shrubs and ground cover . 4 . Tree planting be installed along the north property line in place of the photi_nia . This planting bed shall either be widened or O . S . H . D . approval obtained for planting in the right-of- way . ti IN, :. r . ':`:tri _.. .,, •, .. ^.'YS#!'411`iN.!6n+ Mll'9'�'al. e .+....nwnar^n+r+reew--a hp!'ps......r»..+...w�-.,►,.. .. -,,, ` ..r. . •vqp sµ.W'".' T'' TrRviw.. r • .,..�.r+w.s.n'.wT�' �K' w .. - ,,e `,. �11 � I111I � III„� tllrlllllllll�Illr IIt � IIIIIIII { II IIIIt � Iltll� llt 1 (III�l illl'III IItf111 Illllll IIIIIII 111I1-� I Illllll IIII1 � 1 IIIIIII III III Itl 111 III III tll rll III 111 111 rlr 111 111 - � - NOTE : I F THIS MICROFILMED �!.........�.�. I_ ,.. 2 _. 3 4 __ 5 6' 7 8 h0 11 12 DRAWING IS LESS CLEAR THAN "`�` �""—�+• i THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 9Z LZ 92 92 b2 EZ ZZ- IZ" 0?1 6t 91 40 91 91 V1 CI 21 11 01 6 9 L 9 S b E Z �RI I I I I I I I I I I�I I I I I I I I I�I I I I I I I I I�I I I I I I I I I'�I!I I I I111111t I I111011111�11111},��,IIIl�IJ.�i.111�1111 I I I I l I�,�lfa l l i l l l I I I!I I I I l SII lI1Il ttl,l l t it 1.11 ��Ii i�lit111 i l l l i tt i l l l l 11 1 1 tll 1 1 111 l l t t l l 11 l l l l l l llllll l.Ull 1�1��LIIIl1��111I I11�1�.�,�J�►�J.�j�l�llltjllllllJll��IJ IIIll I Ili I�U.0 1 1 1 11 JUN 1 � 1990 41 �t W l r .. -�.Mw .r.•�"- r..,.-__.+Viw_ .b� +.�r�►�.r� ,.yr � ...._ ... •. - .rte... ,.r. .r.... ..a.._ .. . u • .,.. .. - ... •..._. / !.. ...11..E ".' r.- ... y^wf.. �. ....c.. _. .. • .. .. ........... ......mow.........-.....-.._..... --.7OI .. mow..►..s ..� - .- f 1 .. .2 sj 11A ! _ _ ..._-�.--i_-.�+..."EE.�.:,.x. � C..�Lq. w..w.w..-_....1...♦rr.......w+.-...�-..--- .... R,.*.,..� �+:}�..i11Y' ,�._.-.. �... ._.......r_._ ._.. _....._.._..-.�.-rrT_... ._��+...-. r♦.�...�r ---�..r.+-__. ...._ ..—�.r+ti..w_...__. _.._-.._.,..w1.�w.n ►.:...�•.-►.•.... wwr....-.. .w._-----�,_.� ._ -w. _ �. _— -_.___.�...___.�.- �W 7 IO�E•�w�a� So .. .. 7 2 nd BEAVERTON TIGARD FREEWAY _. . IBJ 11� I I OWNER / DEVELOPER ALBERT BIGGERSTAFFARCHITECT ARCHITECT A. I. A. ; I ON'T'O ENGINEER VAN WALSTIJN � IMECHANICAL ENGINEER KEITH KRUCHEKI ELECTRICAL ENGINEER DOWNING i I LMDSCAPE ARCHITECT BEIGHLEY/ KRAUSE � -- Zm Fit t RAI LROAD SOUTHERN PACIFIC TRANSPORTATION Zog CONTRACTOR BINCvwwHAM CONSTRUCTION ZWzqt c�. 0 I - LU LEASING NORR I S BEGGS & S I M PSON PORTmo Alorrroll _ LAND z IX C4 o __ - _ -. _ _ _ _ _ ___ _--___ __._ _ _____ do �.DG. BiF � k�»yTTTLE ► z 1 • APPROVED FOR CONISTRUCTION (ti �✓''�`' Q� t li CITY OF TIGARD ''1fso � S ��` I _ _ 50090• VALiDITY DF THI'�' PERMiT �t f��}`�l .-firIS CONTI;'IGENT ON APPRlIYA! OF PERMIT. 0.�..I.. 51TE ADDRESS. __1 __`.._ ___p__ AIT L� ��'� --� 5 CONSTRUCTION AS IE49MU1 NY / `. DATE S�' (' !— — -- c LooR ORS 478.155. BY E J 3 2' 0. CL GEN04 CONTRACTOR,'. �' SUN-CONTRAC4 � TOMS MPSI HAVE CITY 6i4'WFSS LICENSE RSA�D PRIOR To � �4 AAS All NECESSARY CITY PERI TS PRIOR `�'� iSSUANCI OF Bu LDIIxG PUMIT TO PERFORMING SERVICU', --- __.s__- ,ate >t�LAxxxxG B> � . I r Building l0ust be ci,mpleted ' according la city codes PUBLIC 110AKS DZ.PT. - Dat• ►— t,�. --, t... and y 7 final inspection made before ( I11G II>I�PT • ____ w_ _...._. ------- flccu BU I I.D 48 Qancy: 8y ..,-- CITY OF T! TUALATIN RURAL v.._._____ _.._..._._.__ _ Date 81 ! GARD FIRI DVT- By /* QTst r ^* f ~ APP80ym 11oA COINSTRLrGT ION C I Ty OF T I GARD SHEET NO. 1 r E 1 tt•l r DATE_._... �. Z _ job no. C�.0 FOE "Ci1i 7ECTt,AA ANP E40IFE[A'.,10/1.PO'-1..CO loom`�. .. � - .. 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PHONE (507+ ;288-7311 DATE SHEET OF T im WIN - --_ r•.�►r•-_- w..r.�+/�+rw,.i.-_rw+rr.,.++Yr,w•..r_-........_+�Sr_F.�'�,_..... +...w-.w�+w.r�.... r,ti.._a ....�y...r.r+r_. / n� - .. -'s 1 h 11 II►!ill IIIIIII !1!1!!71 111 111 1111111 IIIIIII 11!111► III IlllIII IIIIIII 111 111 11!1111 11x1111 Jill II11111 111)111 IIIIIII IIIIIII III IIIIIII II111I1 Jill III III III , I I I I I I 1 I I I I I 1 1 I I I I NOTE: IF THIS MICROFILMED ►--�- --�----- —?— 3 4 _------5 6 --� 7 8 9_ I0 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW 1%. 62 ©Z LZ 92 SZ 1012 CZ 22 12 UZ 61 91 LI 91 SI bl L1 21 I1 01 6 I6��------II L 9 S t' It: 2 lllllil11111111111I11u1l1ItI11I1IIIIIIIIUl11111111i111111111t1111111Nlllltlllltll111l�IJ111111111111!;Illl111111111111�1111l111111I1111111Jill 111111!111111111111111111U11iIIIIIIIlIN11IIIIlIuIII1n1IIu►lnnlnll�t!(tlllllllllll;1111�1111�LINII111II11l�Illllllllltlllllllll�ltllllllllllllllltJlUll i I JUNE 1 1990 .. . y- :w-, .\ I. .w:. - W• a 'ri s, v'7�'$ .L s,'*4',., •.•:A`. 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BOX 13420 PORTLAND, OREGON 97213 DRAWN BY E APPROVF J BY PHONE 15031 288.7311 DATE ��''�9 ShIEET OF , .. - .. :�.. • ;;� ,�Itll{Eltlt`d41ItItI111I+I�ItIIlillllllll�4'III`III`IIIIIIIIIIIIIItIIIIIIIlIII1�tIlIIIIIIIIII It I;,tllllllll';IIIIIIItItI;IIItIIItIlI111llllll(VIII,VIII(VIII'(tll,llt`111�III�IIII{It11111111 �' � � J NOTE: IF THIS MICROFILMED ---- - 2 -- 3 g I IQ I I 1 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 HZ LZ 92 SZ t,Z EZ ZZ I? 0< 61 HI Ll 91 51 t71 E:I ZI 8 L 9 S tt' E Z I2A4 i Ftllutllnnit{nIIUIIunlnulnllltnllllU�l111�1111�1111�1111�1111lIU In1141IUI1111IIItllllll�ll�l.VII�IIIIIII!IIIIIIIII11�1111�1111�1111�11lt�Iltl�llli�lllt�illl�nlllllll�IlllI1111IIlUI1lII�UIIIIIIIIIIIIIIIII�IWIIUli1llllllll�IIlIII1llIl11l>lIIIlI1111IlIIIIWIIllIIIilIlI1111IIILlIll11� JUNE 1 � 19 9Q ..�; Y°` :j'4• =r;-..A.r, ary.W" '' Yr Ilr �•�. q r,i••7.t' TT.' ^" =»<; ..r+•- 'T ' a .�r ► .., .' ..•.W. �,,.�.,r,y_• .{Yf',d" -M•' r - _ ' ,. - ut:'J, - , -. �IF.�1►.-....r, ..i w. 7 f Tra <� � �'!� �^r,-. `}': >:a `�: sgDsY'fR`. 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'4a.fltc.so,.. +......,►..a -.k •.w . .. ±•..v.._ Y,':�..._..�.. ..�..,•,r.... ..- -...r_ r>v �>.t4 .. _ ..� ,,.w:,ir.. v..,....,.s-n..a. {_L I 1 mmown 10 ell STs 10 It Cf A,E07 I ►J r-�IJ t"1 G��t� �'�`►�s !� N_L G��+.i , '- )x. °s ' = c • � �� ! � '�'� � �' ,. I i! � i \ ----',.- �.�1.fr.:' �'ea' ��'�.� L,�'tea I►.1 w, / 41 � r��lbr�, I��-►�n LA4J 12 '�,aT, ,• Vim'.�`��.. MFGKA.LT -71 a.� �'IE= v ej a, G SCALE Via!• Y� CHECKED BY DRAWINNUMBF'R P O. BOX 13420 POKTLAND, OREGON 9721 i DRAWN BY Y_ �. APPROVED BY ,► -fit (....+�a.f � �,fi*� - ` f��` ►-. ✓ . -s _..�� _! I V_»_ ,�I f ,~ �._� � F A" !`' / �.✓ I �,�,� YN �E.C:r1)'lrl+�` ..-. PHONE 15031 288-7111 I +-�� '"� �• , .w +r.ww "�.. :•, a:a�r.am•-rte-- '-7+,:s••a--as- e -x Awa r sae` = r.-'�•-- DATE it '9!• a SHEET OF .. �4IIv'�1n'lYL��IP+II��;;YA+►YMI�II�Gtr!II * �" M��1� n VI411Mi1�' •.-.q�^•—.�...�..- :ter- `� I1)F1►Ilit)I1tItiF�FIFIFi�)tlllFlt)tltltlt)IilI11iI111Il11)IIIIIIt)IIIIIf1Illlill►)1{IIIII)II+I�Ii)1Jill 11)lilltil)ti11111)1{tllit)1i1`111)1111111`1111111111111111)liijillJill 111)IItI111)Ill ,. NOTE: IF THIS MICROFILMED 21 3 4 5 6 7 8 9 10 II I 12 DRAWING IS LESS CLEAR THAN MIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - - - -- -- OE 60 62 a 9Z S2 OF C2 ZZ Ir' oe 61 Rl iI 91 51 bl EI r'I II 01 6 9 C I9 S b I �rrelw ►u�nnlnnluulln1I11111u11�11u1uu�11nlNltlllll)Hllltttl)It!IIItt1)II11I{IIIJIlI;1111111IIII ULII11III 111111111111111uIlIlU1111tIIIH1)I111I1111)III►III11�1III�IIIII1114IIIIlIIIIIIIHI)IHIIIIIIJItIII i111111{{1WJ111{illlllllilll111IllIIIllllllillllllllUIIIIlII)1111II111)IIIIIIIUI1111I i U ,A ISE 1 :1990 — .._..,meq, L __ " Irr..• - _ �7 ' ' ( r 4"�.• r' +' {#. 11 1�r t''l 41 �. I F•� 'jar. l + I ) ) ��"r''rIT �• i 'r ' 1 ` , .r r Ii t l l.: j . 1,if ;i►�1 u . �• i % . NOTES: . �T 42-1t- i 4) 04TE • G! 3/91 LUMBER SMALL BF OF MINIMUM SIZE. CRAUE • AND aPECIF 1 All bracing toreustlateral forces tobit desrgnedbyothers DOOSL F TOP CHORD. DOUBLE BOTTOM C!iORD 2 Impact bridging per detail—recurnrnendrd wrrere shown** OVERALL LE.NGIH Vi' 45' G " SPACED 14.0" O. C . TOP CHORD 4X 2 # 1 DF ! SS HF / 1650 F MSR 4. CambertrussestoL1120betwarns�ppr••tsunlessotherwisesnown. 4.All standard webs to be cut as noted at tila licit. BOTTOM CHORD 4'K 2 xl DF / SS HF / 1650 F M:jR TRUSS LOAGiNG LL+DL ON TOP CHORD - i 20 . O PSF WEB; : OODUL6CUT WEBS SINGLE CUT WOOS OL ON CEILING - 5 . 0 PSF 4X2 STUD HF. OR AS NOTED TYPICAL JOINTS TOTAL DESIGN LOAD = 125 . 0 PSF ++ MINIMUM 4X 2 x1 HF FOR WEBS x 2, 8 S. 013. 016 S SPLICES: DOUBLE WEB 0 2 , 0 4, 014. 016. 017 LOAD DURATION INCREASE 1 . 0,0 D -(2)nN•32a10.5. E •121R14-3.2a13.6G, L • 12)T-36 CAMBER TRUSS TO . 43" (FOR HF GRADES SHOWN) M -12)R-3.2ts LEFT REACTION C 3130 RIGHT REACTION - 3130 CAMBER REUUIREMENT MAY VARY 1F OTHER LUMHFR GROUPING USED TRUSS ME:M8ER FORCES (CON 1 ) ALL STANDARD DIAGONAL .WEBS ARE SINGLE GUI T 1 -3431 B 1 0 W 1 12 W 9 -600 F -(2)FIN-3 2x10 5 flat,plus(21 RN-3 200 5 over 2x4a12"block T 2 -3431 B 2 6035 W 2 4436 W) 0 515 P -121 AN•3.21t13.5 G flat,plus(2)R•2 4x6 over 2x4x12"block T 3 -7918 B 3 9022 W 3 -605 W) 1 -1453 G - (2)RN4 2t1i 5 G flat,plus(2)T•2 5x6 over 2x4x12-block T 4 -7918 B 4 9010 W 4 -3,569 W12 •-600 H -121RN•3.2x13GGflat,plus(2)RN•3.2A10.5over 2x4x12'• block T 5 -9406 B S 5997 W 6 2452 W13 2468 K - 121 RN-7.2x135Gflat,plus 121RN•3.2x13.5Govdr2x4t16"bkmk T 6 -9406 B G --0 W 6 •-600 W1 4 -3405 TOP C14ORD may be spliced(Spl. l or M it not indicated otherwise) T 7 --7893 W 7 --1436 W 1 5 -600 anywhers EXCEPT In center three or and panels unless otherwiso noted. T 8 --7893 W 8 499 W16 4401 BOTTOM CHORD m,.y be Itpliced ONLY M paneb mown. T 9 -3381 W17 -3117 TIO •-3381 LEFT BRNG AREA REO' D 12. 76HF/ 8 . 13DF SOiN RIGHT BRNG AREA REO' J 1i' . 76HF/ 8 . 13DF SOIN Off r•, 1.t► ! � � 1 I"-1 .it Weir s-t 1 N TOP CHORD SPLICE IR-4. 8x12 It MR-3. 2x6 rr p CPPD Z P4 4X4 R5 6X120 RV 4X4 `i R4.ht/ • `, Hr 4X4 .`1 R5-Lx? .'i R�:• 4114• ' H:;•6xIa 4::•4X4• 'i (2, R-7 . 2x9 —— For continuation 2e•o' 112' +T� ++ ++ set;:� \ FT-42-28-1.25 6/3/81 C-0-78 f' • ix15U R7 . exIso R4.UX6 1 Ft% •a15U H! .:x1:,u H.- 4X4 . �• �\�( 3PLIC'E E SPLICE F 1/r18 t�ev r ILE NO.. F T 41 1 h 12 J (L 4 i TRUStVAL CONNECTORS t R 5,'Ware of brim•gual.ry 20 and 10 oA tt palvancod sh"I bled and ata disl.nyrshed as 100,As, 0441113 11111Cn TE WE OF PLATE IN INCHES. Mei ZQ L xNcalad by prates"1 i S lat th per aq M.,12"1 41"brq TYau as puncluxl lwo per halo al.10"A26"o c H(>fIs wY Y�MM. LUMUEW bti UI t)*,4 n),mtu n p1 n,,r L•Wa ucs�,,calt?d (Uouill a F may Tit Use- %M GATE: G! 3/81 9 j pnduled by price. R l 10 Iceth p«eq In. 10-m 32"loop Teeth are puncheo bio par hcNa 3t 25'M 15"o.c HuNe are M YM. be WluNdulA what I fern Frr is upucrh•-.f I ��, � sof.; C - 0 -7 8 oETt. •Y: JD Cx.mr: R!'l'�(Irbcated by preps"RN ) u a atx•da►n-6000 conneour with evert third rote loabol of with and Was umttod IfSul$s"G'rrsit"tes to ga.muck usd,l All ol.:cr;Use Gs POSITIt11WN0:Plelas$hriWkcaledoil both lacesOlWssand plecedsollowCenlerLrlaacwtcNM*.Ilipr leente wwa,uNeadheneinnoled tFor Lasrc das.pn values.site I C B O ,IR#I6a bim RF:r ladb • sigmt>y COfnpany ,'e► � _ V „_ - -�, ... y..., + < .,,+ai- •alrell,�Msr. :. .-- ! _...., - - «"•,n'•> .. -..�...•.x»w•.^•-.'.-'+"^' -_...�....•..- .•..�« -�re._..wrs. ,:Yv.Mranr•.. wYeF -� �---_ � . �. ., .�. � li � i � �' tll �.�� t 111111r il� � il � i � tit � t t � t � l � t 1 � 1 � 1 � 1 1 �1 � 1 � 1 I � tIl �1 1 � ill � l 1 � 1 � 1 � 1 1 � 1 � 1 � i I � t � tlili � t � l ) t I � I � 1 � 1 l � t � t � l 1 � 1 � t � i � I � � ili ii � � ili ili � il � 111 � 1 � 1 � � 1 � 111 rll � � lr i� � � ii � _ NOTE : IF THIS MICROFILMED �.nw..r... ( .ww..�...�.._.,,.�_.,.,�� Z 8 9 i o 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OTiE 6Z BZ lZ 9Z SZ bZ EZ Z!? 12 OZ 61 - F31 Ll 91 91 b l E I 21 11 01 6 8 1 91 S b E Z 1 �NI11111��111�1111�1��1��l�1t�1I�111F111U�llllllltl�llll�111��1111�}111�1�1111 1,11�IIII�Illlllj,, lilt�llll�ll!I�IIJ �IloblulIJIIl��l�jt IHl�lllt�lfil�tnIIIIIIItIIt�III�11iIlIIf1l�Illt�lill�IJ11�!►lt�lt. u_llllu�f�illlu �1111�,�Ij11111�1111�WLlllll�i!!l�llu�lL��IUI�IW�iill JUN ) 1990 f ....--.��,,,.... _ .. - -.. _ ...� ..............,...,.m..,Y,., - -,ei ....Y - - •• -- -.•-`-'•'ru.'•.renf��+•• .e•. � ,.narw�.. ..... �..._..- .. ,�. e ,a, : ... .._.._ .......__........ ._ ,.. .a-s.rmrxs . _....�,.-��..� .rr.. „� ...... - e�x.r....y��,��-' lhlru:d_.._.'.� 7:�• �..p_ _sit•11Y3'��: .t . 'R.ayyr 1 '•I1' ' 'I., '! I ( 1 I .•� 1�:1j I ',' ` �' I +�1 '� �� •1 .��ixi,) 1t 1 .�„'.tr.� I' '1;1�'I 117;r �� ' I t. r I 11r "'• � �' F T 42 lb" 1 45 „ 4l DATE C/ 3/l31 LUMBER SHALL BVOF MINIMUM SIZF . CRADF . AND SPEGIE I All baNOTScmgtoreslstlateral forces totrtdestgnedbyothers DOUBLE TOP CHORD• DOUBLE BOTTOM CHORD 2 Impact briag4n9 per detail —recommendr.t whrre shown" OVERALL LEN(,'l H u� 5 ' C. ” SPACf:p 24, U" U• C , T UP CHORD 4 K 2 u 1 DF / SS NF / 1 650 F M:;R 3 Camber busses tot l )20 betwran suVporlb unless orlrerwrse shown. 4 AN stdndmrd webs to be cul as noted at the Ieft. 90TTUM CHORD 4X 2 ui OF / SS HF / 1650 4- MSR TRUSS LOAD i NG LL'DL ON 1 OP CHORD 1 2U • 0 PSF WEBc, : DOU13LECUT WEBS SINGLE CUT WENS DL ON CEILING =- 5 . 0 PSF 4X2 STUD Ii F'. OR AS NOTED TYPICAL JOINTS TOTAL DESIGN LOAD - 125 - U PSF ++ MINIMUM 4X 2 ce HF FOP WEBS x 4• r 5. x13 . 0115 S. SPLICES: DOUBLE: WEB # 2. x 4. r i 4. r i v. 917 LOAD DURATION INCREASE i i • 00 D -12111N•3410.6, E012)RN•32x13.5G, L - 12)T•36 CAMBER TRUSS TO • 43 " WOR HF GRAOFS `MOWN) M x(2111.3.2x6 LEFT REACTION 313U RIGHT REACTION a 3130 CAMBER REQUIREMENT MAY VARY IF UTHER LUMBER GROUPING USED TRUSS MEMBER FORCES (CON 1 ) ALL STANDARD DIAGONAL WEBS ARE SiNGLE C:UT T 1 -3431 B 1 0 W 1 12 W 9 -600 T 2 -3431 8 -j 6035 W 2 4436 W10 515 F -121 RN•3.2x10.6 flat,plus(2)RN-3 2x10.6 over 2x4xl2•'block T 3 -7918 8 3 9022 W 3 '-605 W1 1 -1453 P a (21 RN-7.2x1]5 G flat,plus 12)R-2 4x6 ovur 2x4xl2-block G - (21 RN-3 2x13.5 G flat,plus 121 T•2 5K6 over 2%4x/2"block T 4 -7918 S 4 9010 W 4 -3389 W) 2 --600 H a 12)RN•3.2x13 L G flat,plus(2)RN•3.2%10.5 over 2x4al2-Mock T 5 -9406 8 S 5997 W 5 2452 W13 2468 K a (21RN-3.2x136Gflat.plus(21AN•22xl3.5Gover 2x4alli-black T 6 -9406 B G -0 W 6 ••600 W14 -3405 T 7 -7893 W 7 -1436 Wl 5 -600 TOP.C14ORD may be spliced ISpf. L or M it not inrlu.alad Mhorwise) 8 -7 8 9 3 anywhere EXCEPT In center(furca or and panels unless otherwise note/. T W 8 499 W16 4401 T 9 -3381 W 1 7 -3117 NOTTOM CHORD rn:y be spliced ONLY in panel►mown. T10 -3381 LEFT 8RNG AREA RE.O' D 12 . 76HF/ 8 • i3DF SUIN RIGHT BRNG AREA REQ' D 1 2 • '6HF/ 8 • 1 3DF SOIN %U�-Pkj � Iti E l TOP CHORD SPLICE C, IR-4. 8x12 - (4)-R-3. 2x6 rR CPFn, t,ll R1.4X4. 5 R5•GXl 20 R2-4X4-S R4.HX7 . Rt • 4X4. 5 R5 (;X7 • t; R2, 4X4. 5 RS-6X) 20 R1 • 4X4 • 5 (2 n) R-7. 2x9 • For c,)ntinuation ze 0' i+121 +;• \ +�� + gee: FT-42-28-125 6/3/81 C-0-78 H? •1X150 R7.1X150 R4• UX6 .J 47 . 2X) SU R7 .2X150 RL• 4x4.5 . �� I'\C' SPLICE E SPLICE F 25 ti FILE NOP: FT—i2-L)8- 1 2 5 (2 4) TRUSWAL CONNECTORS 1 H 0f ate to prune quality 20 and is go ti galvervred cheer alsol and aru di94r0mshsd as knW,4s• DIGI1 S:NDIC.r.TE SIZE Or PLATE tel INCHES. DATE: 6/ 3/8) bL,AAj&i-,xae3led by tuehx T I B Idoh per sy on_12 a 41"tang ToMh are IwnchnJ two Fw hofs at 10-%2t"o t Hdas err,In hne. LUMBER: Sm1I 5e of aw,mu;n grace s;,r:Ies d r vo!W I'klr.qL,s F r may TRuSWAL ft;Q2�(,rullcaled by prefix N ) 10 loath par sq In. 10"x 32"long lenlh w punched tura pot how al 25"x 75"o c,Holes are on Mss. be subs111uled whrtra Ham-l",Is up.irnh A1) M MI C - U-713 oes.my; .JD CK.Sy: ON-fte 4nd;cated by prelu"HN I Is a sl*e 101 P•tX0 clxtnecklr wlh ovary Iliad r(tw of tae11►mrd toles onrrtot. t lSulhx G In Wa:os 13 ga alocK"0 NI aatrs are:J&d e7 POMT4ONIKI:ParashaMbobctlodcntxNnlauaolkursuxlplpalsolf%rrcorMer4rteaaarrokMw.IhprrNr.allorMnas.unlaaeous4nNsenalad tFOFi:lwcd+s•gnv"'011,asIC8U ,4119:417w,'1RHr1469. a iigwds CIJ/ipany �'y4 �._. -AW. ..... .. t .r.�..�. .. ...xxas._ .,. lr„••,!II'AMF;M�+wwraeYv wr.,..vae'tlr!�•.r-r••r+nti+-•.�A..*m.�.wsw+n�eaer•�nateu�'nr••.x;•.wr'r+.ww w . --- -� ..� ;. ��i � iI111It1i {,rt11 111illilil�ll111 111 { 11111 � t { 111 114 { 1 � 111 �1 ,` I � t i � llt �lltll � lii I � r � 1 � IItI1 { I � 1 111 { 1 � 1 l � ill� l Iii { 1 � 1 1111 } t 111 { 111 111 ' 111 IIIIIII � 11I111 111 { 111 114 { 111 111It1fll11I111 NOTE : IF THIS MICROFILMED ►1........ ,_.._,.. s 7 @ 9 10 12 atift DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL. DRAWING. -- _ ---- - ----- OE 62 82 l2 92 SZ b►2 E2 22 124IZ 6I t 91 L I 91 S I b I El 21 11 01 6 9 L9 S b IE. t►11t�1111�1111I1111�1111�11�111►I��IIIIIIIIIj1111{1ltlilt(({�lllllll�{Ilii} 111,IIhi��J_1IIIifIIII111�,►411I111IlIlolilloljol)!IIIItill i.11.1{111111{illl�liId 1111 In �llll!!lllull►llllul�llllllt�r JUN 1 � 1990 _..'� � � ` -�.+.w�.11r✓>•. — �' •• rr+++.....r..a.{QYy. r_.w_._....n ...+wr_•,.w_I*m,_ r n_"p -a•.... .��y,.y,r.w,rr, ,a 'fix,► n _. MIAMI.. TIM... -, .� .i/iii�—.__•.�•.—�t/�IMs _�l r A. I �•..�:r��'l�l�:f 1i�1 � � . 14-•20 (24) DATE, G/ 3/61 LUMBER SHALL BE OF MINIMUM SIZE. rRAOF:. AND `,PF-CIE NOTES-:- FT-33 A NGL E TOP CHORn• TINGLE BOTTOM CHORD j m1 A1Onetist lateral forces to be designed by others OVERALL LENGTH OF 32' S" SPACED 14 . 0 " O.C. TOP CHORD 4X ? 11 DF' p g yperdetail-recommendedwhereshewn' / 3 Camber trusses ro l 1 720 between supports unless olherwrse shown. BOTTOM CHORD 4X 2 i►l DF / / 4.All standard webs to be cut as noted at the left. TRUSS LOAO i NG TC UN1F LOAD OF 1S • UOPSF FROM •0 TO 32 . 4' WEV, oouoLEcuTwEes NGLECUTWEO�. 6.SPLICES: SC UNIF LOAD OF 5 . 00P 51 F FROM •0 TO 32 . 4 ' dX2 STUD HF .' OR AS NOTED TYP1cALJOINSI LOAD DURATION INCREASE a 1 . 15 TS LEFT REACTION 639 RIGHT REACTION b39 D -121nN-3.2.10S. E •121 RN-; .013.5 G, L - (2)T-36 TRUSS MEMBER FORCES (CON 1 ) M -(2)11.3.2x6 T 1 -1435 9 1 0 W 1 12 W 1 2 22 --- _ -- -�- I T 2 -1435 8 2 2575 W 2 1551 W13 -233 =--- T 3 -3535 8 3 4195 W 3 -75 W 1 4 -75 F - 121n"'?X10.5nst,Plus 121RN-3.2X10.5 over 2x4X12'•block T 4 -3535 8 4 4887 W 4 -1 235 W1 5 524 P -(2)RN•3.2%13 5 G list,plus(2)R-2 4x6 over 2eismir•block T 5 -4675 8 S 4887 W 5 1 040 W16 -719 G - (2)RN-3.2,13 5 C flat,plus 12)T-2 5016 over 2.4x12"block T 6 -4675 8 G 4986 W 6 -/5 W 1 7 -75 H - (2)HN•32x13GGflat,Plus(21RN•3.2X10Sover 2.4xl2"block T i -4886 B 7 41 $5 W 7 -715 W1 $ 1044 K -121 nN•3.2xl3.5 G list.plus 121 RN-31-2x`13.5 G over 2x4x/s"block T 8 -4670 B 8 2557 W R 520 W 1 9 1 239 TOP CHORD may be spliced(Apt. L or M if not Indicated oNhgrwlse) T 9 -4670 E 9 -0 W 5 -75 W2 0 -75 snywhers EXCEPT In canter three or end panels unless otherwiso noted. T 1 0 -3521 it 1 0 -229 W21 1 531 V()TTOM CHORD m4my be spliced ONLY In Deneb snown. 1`11 -3521 W11 21 W22 -626 T12 -1413 T13 -1413 LEFT BRNG AREA REO' D 2 . 27HF/ I . 44DF SOIN RIGHT BRNG AREA REO' D 2 . 27HF/ 1 . 44DF SOIN .I 2410 411 cS R--3.2x10. 5 tt 211 R2 4X3R2 , 0 R2.4X9.0 RO•RX3.0 4X4 . i RO•RX3 .0 R2. 4X3 U R2. 4X3.0 �•-- so ♦ * for * R-4x4 .5 14.0' n C�* 1/2 R-1 .6123 R3. %X9.0 R2. 4X1-5 R2. 4X6.0 R1 •uX3.0 RI .6XJ •0 SPLICE 14 SPLICE E - I �, ` 17/•E� ALTERNATE END DETAIL ` SYMMETRICAL ABOUT CENTERLINE Old.b... PILE Wj,. F T S 3 1 4 r 0 !14 l TRu6WAI.CONNECTOR$t R 5.1(rsro of prime quality?0 and la ga.t f gaManitae sheet s1eN aM ars fkalinguifhed as losows: OHM iNO1CATE S12E OF FLA1.111 INCHES. jQ(irxbealed by prolix"T') a teeth per eq In., 12'x 41"long Teqlh are punched taro per hole at 10".25"o e.Holes are to Into LUMBER: Snail be ul rrnrrnxrm 9,alr•&!PVCM at Wad (Douglas Fir may TRUS%= DATE: 6/ 3/$ ( 13"1(indicated by prefix'R') 10 leelh pox sy In,.10'x 32"long Teelh Me punched Iwo p«hole sl 25"x 75'o c.Hotos sra in lino he 11111A 11110!41 where Hem fir is shR•Irr<f l lot 1?F.: C' - 1 5-7 R ors. By: JD CK.Ely: R_N-PloLn lindicsted by prooix"RN ) is o sW» ial fro 00 50connector vwlh r very third n.w of Iorith sna hofe4 unfilled ti!;'hs"G inxlicalev is go sicrfi rood AM ofhr•rs ars::n qa - . .. 1• un .r s sn �� m rte. r vn n c r:, see 1 C of 0 f7Ha 100;Mild'In.'I dC19 mpolly -�� MJ91T1'►NINO Pre•shaMlfelxaled txNhlacesdl'a nardDlact+J the eeM N •canciM Il+kti ! •eMerN�ws 110) ^sdhJrwleanDled it 51(1x10(39 CU -Nd'.4ek ..c .011 ..... _. ---..... -'• ..•-,. ' ,4iA�c.5i.t?it:'�9�ti'�.�1^.i..,a!r.•:,r��, «w 'Mw.eMvsl�k�'lw.n^vw.s,w.ma:x .va..n..r...-;. •va.�..,�..,.w,. a... .-.� ...-.: - ' �` � Il � li �1111 �.r11 � 111 � 11 � � � I�-� 111 � 1 � I � 1 � 1 � 1 � II1 � ll1 � l � 1 � 11111 � i1111 � 1 � 1 �� 11lI ( � � l �l � lll � llllllllll111111111111111 Ili � lli � lllilll 111 ! 111 IIIIIII I IIIIIII IIIIIII 1111111 Iliflll IIIII � f 1� 1 111� I I I .,� NOTE : IF THIS MICROFILMED 6 2 3 4rJ 6 7 8 10 ' 12. DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL ; DRAWING. - E 6Z 8Z LZ 92 SZ VZ EZ ZZ IZ OZ 61 B1 LI 91 SI to EI z I 1 01 6 9 L 9 S b E z I �R�lj►� !�I1II -. J 1111I111111111�1111111111111111111I111F�IIIIIIIIIIIIIIIIIIII111�IIN X11-�lI_11�1l.L111111�1(II��,��III�IIII�II!III!l��IILl��IIlllllt�llll�jkl ilil�lUI�1IIdIli11111111luillijillillil111 - U 111111LI !11111111111111ll11Ju.��l�u1lI�111111111.U�111'1 'M• 4 � __._._.,._..- __._ -_... ._.:: ;tee•: . --.r.P.r•+r w,, ,-^.,. - r�--�w...weest;•�•nx,;...,.n.a'r•�fi�s•..,....: _. .._ s ��•ri `. it r ~ , ( l r � • !I` ';1�1 ,I �!�` '�}`, 'r FT--33 1 4 '._J ,.:4) UA TE v/ 3/61 LUMBER '-;HALL 8F OF M1 N 1 f lUM l LE • CRAOL' , AND c C 1 E NOTES:- OVERALL LENGTH OF 3c. ' l NGL E T UP Cfi0Rn. SINGLE 80T T UM CHORD 1 All bracing to resist lateral forces to be Jesrgned try others S " �PACc:p r:q • 0' 71)P C1111RD 4X ? 111 DF / 2 llltpsr1brrd9rnypatdoled—.recommenJMwnereshuwn•• / 3 Camber trusses to L 1720 betwe►n supports unless otherwise shown. BO T T UM CHORD 4X 2 w 1 DF / / 4.All standard wobs to be cut as noted at the left. TRUc;; LOAD i NG -- � • TC UN1F- LOAD Or 16 JJP:;F FROM .0 TO3". 4 ' R- C ONIF LOQ OF 5 . ;10NSF IRUr1 . 0 TO 32 . 4 ' WI_ B aC)OUDLECUTWCElg X� STUD ►iF , OR AS NOTED SINGLE CUT wEaS LO.Ap DOP.ATIt)N INCREASE i . l5 s srucEs: TYPICAL JOINTS LEFT REACTION - 639 RIGHT REACTION D =(2(nN32,;)05, E = 121A1,11.2x135G. L = (2)T-36 TRUSS MEMBER FORCES (CON 1 ) M =(2111-37x6 T 1 - 1 4 3 5 9 i 0 W 1 12 W 1 2 22 `-]_- T 2 - 1435 B 2 2575 W t 1551 W13 -233 T 3 -3535 B 3 419`.1 W 3 --75 W14 -75 F . 121 RN•326105tint,plus(21RAr .Tzxlosove►zx4xlz••block T 4 -3535 B 4 488' W 4 i C35 W1 5 524 P = (2)AN 3.2x13.5 G flat, Plus(2)R-2 4x6 ovor 2x4x12' block T 5 -4675 8 5 4887 W S 1040 W16 -719 Ci s (2)AN32xll15Gflat,Plus 12)T-25x(j over 1x4x12"block T G -- 4675 B 6 4886 W G —/5 W 1 7 --75 H = 12)RN•3.2613CGflat,Plus12)RN-32x105over 2x4x12"block T 7 -4886 8 7 4185 W 7 -715 W 18 1 044 K a (2)AN-3.2x 13 5 G flat,plus 121 RN 3.2x 13 5 G over 264x 16'•blocis T 8 -4670 8 8 2557 W 8 520 W1 9 — 1 239 TOP CHORD may bo spliced(Spl. L or Mit not indicated nrherwise) T 9 -4670 E 9 •0 W 9 -75 W2 0 -75 anywhere EXCEPT in center three or end panels unless othorwiso notod. T 1 0 -_352 1 W 1 229 W 1 1 511 TI1 -3521 W1 '1 21 W22 2 -626 TTffOOM CHORD rrt.y be spliced ONLY in Panel►►nown. T11- - 1413 T13 -- 1413 LEFT BRNG AREA FEO' D 2 . ,7NF/ 1 . 44DF SOIN RIGHT P,RNG .AREA REO' D 2 • t7H/ 1 . 44DF SOIN I 24" R•-3.2x10. 5 R2 4X3.J R2. 4X9.0 RO,AX3.0 R1. 4X4 • ti RO•)3X3 J RZ!- W ,i R2 - 4X3 R-4x4 5 1 4 _ — 1 2 rr - / t � ,�%� � J \�� ' Lam/ R-1 .6)t3 'f R2. 4X7. 5 R2. 06.0 Rl 6X3.0 RI -bXJ•0 y' r SPLICE M SPLICE E ITl7� ALTERNATE END DETAII, ( ) 11 ± `,YMMETRICAt ARM CENTERLINE FILE NO.: F T` S 3" 14'"2 U (2 4) TRU5WA1 Cr.)NNECTUHB 1 N S,tgn,un ul pnrns quabq•20 aryl le 9n t r gvvarutwl cheat 111400 Will erg d,Am,,"shed as fulluwi DIGITS INDICATE 512E OF f+LAl:Ifl INC:rff.d. rf nlN[0(c,,ruled by Ixeh. I f tl letjlh MI sy rn, 12'►A I tarp 7eelh are lwniri,:d Iwo Per hLle al 10 ,2S"o c Holes arY in line DATE. G I 3/81 HJ0W p,Kyuh,d by prefixN I IU Ienfh LUM9sA .;r.as be of�nnbrN„n g•u:e S;penes j)nutYd (Douglas Fn may Per sq.n 10 ■32 Jong Teem arY Pwxt,sd hvp Per Gu1Y at 25 x IS'0 c Hulvs a•e u,Ill TR ALF.: C —15-78 DES. BY: J D CK.sy: /�rl— !l hW ^ Uw a :,IDr prof,, PIN I x a apeal n M conn.rela*.It,r_f,t Ifurd n,w 01 ueth arby cart 6Uhittd where Nun .';f IS sPe'dn�l uSWAL ra lrwee omneJ tt`all, PUYITItNUNO:Pialetslalibu!uc.aled 'uhf 05 0111 +aexlplar;ads U,e canlersMac.anc,fewprprrl aMerflne►.l Ic1sOlhtnvNnotYd tl.,, l+:rf dr„raala„1,es $.e CIOdRHalAiiserd;lNrIJ59 Ail \�.d''b'av�i S"Y'STEMS - ” le 'Y �"�_, 3C'`�G �...., - - — - - ..�..o...�....r._ a slpnods company _ .. ' " ^ I � I � I �� tlrl"�Irlrl ° Irl � � rl�-Irlrlr � tlt � lll � tltllll � lll � l ` 1 �� 111II � I � t �111 � I � L � Ifr � IIIIIII � IIIIrIll � lrl � 1 � 111111 IIIIIIIIII111 � 1 I � Ilrlr , ! , Dill rlilrli � Irlrli tlr rlr iil 11f ilr rlr rlr rtr _ ---- i � I I I •�I I I f I l � l NOTE : IF THIS MICROFILMED 3 4 5 6 7 8 10 1 1 12 DRAWING IS LESS CLEAR THAN ' THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. E 62' 92 1Z 9Z SZ V CZ ZZ 12 O Z 61 of Ll 91 S I b l E I 21 I I 01 6 9 1 9 o►tllttlrlrrrrlrrrrlrrrr��rirlrrrrlrrrrlrrrr�illIIIIIlII111I1i11II1U�1111��, �l�lLl�j�IlIIIIIIIIII �.11LIIIIIIII!1IUil,�1lI�I_IIOIll1411144111111111 , IE , jJ �JJ1111111�111111.11111U1!!l1l II11 ..... JUN 1990 ...•7�..e,arrrtr�'!`��.,�,R>Arrtr-'•'+-^�i••rl�. , l' � ' `,�i� •�+ y , �;,�� !; Isi '41( FT -42.26 1 . : :,_ti) DATE: v! 3/81 LUMeCR tiHALL BF OF MINIMUM SIZE.. CRADE . 4sNO SPF.CIF. NOTE DOUBLE TOP CHORD. DOUBLE BOTTOM CHORD 1. All bracing to resist I&local forces to be tie signed by others 2. I111p11ct bndgusy per detail-recumrnutded where shown'• OVERALL LLNGTH Of' 16 ' 9'' `iPACED 14 . 0" 0 , C . TOP CHORD 4X 2 01 T)F / / 3 Comber trusses toL1720between supponsunle%somerwrteshown. BOTTOM CHORD 4X 2 ;;1 DF / / 4.All standard wish%to be cut as noted at tiro left. TRUSS LOAUING 1%LL•DL ON TOP CHORD == 120 . 0 P5F /00 WEBS • DODULECUT WOOS SINGLE CUT WCUS DL ON CEILING 5 . 0 PSF aX2 STUD HF.' OR AS NUTFp TOTAL DES i CN LOAD 125 . 0 PSF ++ MINIMUM 4X 2 02 HF FOR WEBS +� 2 r ly 1 1 S. SPLICES: TYPICAL JOINTS T ' LOAD DURATION INCREASE. 1 • 00 CAMBER TRUSS TO 28 " (FOR HF GRADES SHOWN) D -121 nN-32K10.S. E -121 Rto3.2x13.6 G, L - (2)T•36 CAMBER RFOJIREMENT MAY VARY IF OTHER LUMBEP. GROUPING USED M -121A-3.2x6 LEFT REACTION 2062 RIGHT REACTION 2062 ALL STANDARD DIAGONAL WEBS ARE SINGLE CUT TRUSS MEMBER FORCES (CON 1 ) T 1 -2100 B 1 -0 W 1 -2050 W 7 -480 T 2 -2100 9 2 3435 W 2 2733 W 8 800 F - 12)RN-3.2,10 5 flat,plus 12)RN-3.2x10.5 over 2x4.12"block T 3 -4050 8 3 4050 W 3 -600 W 9 - 1737 P - (2)RN-3.2x13.5 G flat, plus(2)R-2 4x6 ovar 2x4x12"block G -121 RN-3.2x13 S Mat,plus(2)T- .Sx6 over 2x4';2"block T 4 -4050 9 4 3435 W 4 - 1737 W10 600 G H - (2)RN•3.2x13.S G fiat,plus 121 HN•3.2x10 6 over 2'4x12" block T 5 -4050 B S -0 W 5 800 W11 2733 K - 121RN-3.2x13.6Glist.plus 121RN•3.2x135Gover 2x4'16'•u.er T 6 -2100 W 6 -480 W12 •-2050 T 7 -2100 TOP CHORD may be spliced(Sp1. L or M It not Indicated otherwise) anywhere EXCEPT In center three or and panels unless otherwise noted. LEFT BRNG AREA REO' D 8 • 41 HF/ 5.36DF SOIN bOTTOMCHORD m.,ybesocedONLY inpanels►nown. RIGHT BRNG AREA REO' D 8 . 41HF/ 5. 36DF SOIN I R7 • �X9.0 R1 •6X3.0 . P.t• 4XS• 5 R5•GX9.0 RI .GX3.0 R5•GX9.0 R2 . 4X4•` R7 •4X:i.j , X. + �� 28.0" + 28.0, 11. _ tTR P - �Ej IR? •1X150 R4.0X4.5 R7.2X150 R2.04'S -w R2.4X4• j Ra•OX4•5 IV % . _ /hill. OdAbhs... FILE NO.: FT 42--28 - 125 (24) TRUGWAL CONNECTORS I N 511s'a,@ of prime quality 20 and le go 11 galvarxzc,t show steel and ore rlralrngtnshed as losows' DIGITS.It1U1CATE SIZE Of PLAT IN M Model 2(dtdreated by prep, I I d meth par sq rn..12"■41' long tooth are Nrtehed 11100 par lade lit 10'x 25"O.0 Holes we to the LUMII£11' Sl,&V uc-of vkt,crHom grade 4 syPwed aa;u o (UouWas Fr may DATk: C/ 3/B I MISYM P!1000(rnrfiuted by praex RI 10teeth per aq rn,.10"x.72"tong Tooth are punched two per Iwle al.25"%75 o.c.Holes are to IYns. be selrstrtuted whtrre Hem Frr is"Po'-red) Nowr�� lj1Ef.: 0 7 11 JD ��Irn(ecaled by prefix HN l u a special R-5000 connector with ovary uwd row of sooth end holes o.-rxtwil 11Str'!,s'G warr::,tas IB a DED.Sr: CK.�Y: N slcck uuJ AM cRtnt^ are;o go /O1111RWNINO:Plates"bekx;atedonbapfacts dUYesand pieced solheneerwnlneriwitnJuwith pill ConlerYnesurdeapelnrrwie now. W01'basic rhaswh uatw.,ere l C 3 0 RR/100; 4-4 ARe 1469 a SIgmW 1JOf1'1Pany .•r.-. �• .. `� I,. r,,,,_.1,u_ ++... _. ii➢ II� :LS#L��y''cbe N.tin s#� . .. .�� y.,.� r�wtFy arRr- ., •,. - � .- . . . . . , ,.,,.�. � , - '_ ��. - - � I i � I ►� I I I 1 i i ! � i I � i i'1 � 1 i i � I I .�,.... ,„�,,. uz ._.. . �._ � ..w„m- �A _ _, .�.. �. . .�,.� .,t.,,, _....... _ . III , IlIIIl1 � 1 � 1 � 111 � 1 � 1 � III , IIS ` IlIIiIT �IJill llll , Il � Illlltllilllyi � l 1 ! t ` 1l1 , � lII111� 111III � III � i � 1 � 11 � � 11 � � � li � ili 11i � ili , ili � � li ili � il � ITl � � i1i NOTE : IF THIS MICROFILMED i_ . --- - �o- 4 5 6 7 8 9 0 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - OE 62 BZ LZ 92_.. SZ oz EZ 22 . 12 OZ 61-"- BI LI 91 SI b1 EI 71 11 101 6 9 L 9 S b E z 1 �►1111111��I��I��i��11�11��11111111�111111111IIII1lIIII��1�lt�l�y,�j_IItI1111�1111�11,�,1,�,i1l�flll�ll!111t1��111�11II.(�IIIIII.IJ��t��1111�111111111�tM1�1111I11�1111,�IIIIIII;ilIIl11�,�,��U1II1��J; �111�1i1t�i�111111��1111�11lllllllllllll111��,11�1�11.l11�,llIIIuI�I.�.L��1111 JUN I t , r I , 1 � 1990I t?r• •"••"t+.r+►.a-„ 'tt.etr10`'^ 0110 of w x,7;1- ; ,..,rxr•...,. 1'.•S.',� }lit ..,5,- •}1P'f'Ir; 4kj, ,'fit. S7 �sl+s ti� Li.r �i. prlt It�Jh-.sir '� �+: .. . .,.• a ';' , ,r u ,, Y " • I \ ' Ne I—W FN0iNi ERltV SPt;GS [PAWIN 55 �\ xrsrlNG FwEAOw _ N LoACA4cucqrE a Ar 130/6 -----—._... _._------------- -- ----� � Jam, .. 1 I EX I ST FIRE WAL L kNl --- __ 2x�5 ST(AQs 16"oc. } 6� TYPE' X GyP go a Fwsr. G�=FACE ��PACtr - TO. COW, - / �zcs�L L tom- RE.SS URE EX/STING ! t'00R RYW Lu COMMON Acc GUARDRAIL flEZZAnrW E I NOTE: Bw.&)ey 7 Be FiRw f*VTECrjrD /ca ZOCAL Com I?V M. B, H/Nos 90AV0Zr4w, a - T NwwAtt Toisr If m c, Fu 771leE 7TH r k'l,✓fi�/ v /N 1 E-Zz A N 11 I_ FLG��R NL' w L)N t 0— __.__ + { �� /.'rN 6'S C_ .3.3 O—a 6- 0 VrN VF N IVB ��R , ;� � ; � !► { ► � 1 ( j ► t , # If v I ! I _ Z'au fwAt - JOIST + t I• ,� I 2 o,c. No Io4r &vE + M x S HEADER FoR FuT LIRE DOI��QS 4 NE w L,2'Dwm s to 5t tv,TAQ'r qt it tR -36 IiN 7- 1LIQ � NES• C.�k f i �� , � ' i , i � I APPROVED FORCONSTRUCT 10il \ L U JIG ARD T AR T I- ( D C . �. i 9 PERMIT N0.3 7-7-2— SITE ADDRESS ' 0 - �- l ! ( I c ne- DAZ; E TITLE _ .�_ '_ I ! ► I Y C'Q/�Wlt'�N ALL. t /! _ t q DCAL - =�,: .. ' ,, .» '�II�I',►Itil N I+Iti+�+l+(+1��tlti+lt�lllitll�Ill1lll�ll!lllt�lillllt�lltltl!{11+�+{l�llt�!{I�+IIIIIl�II1�+Illllllt{I�lll�lll�tll�lll�!{+�+I+VIII+I+�+I+�+I+{+I+I'tll�ll+l+I+I+I+I+I+I+1+(iltl+t! 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All 1L ♦ r .+. �� / /r / /(, /�/ ��s��,,.�� // ./' i J�/ / /� / � / /�'�� / ! r Y.rc�lr 6 ! , f/ ' J• �' '', •, /� r •i •,, •' J ol lo "♦ / ..�,.r .,,r'r ,/"r-+�•"!'— fi=r%�: !.' /,i_. ; f'r[... ._:.. r ,�_ _{ "/, o, 11, OF 01 'J ET OM / 11/ , .10 -`7I ` � , �-,--'' � - `_---- �T�'��C%-'�1' i,•=��5; � '�/4J (s'� '- 7u rl.,r.+E c�F c..orJo('Y �T`(P� "_-G'��'i�C='�T ;,•G�:.b'�1Q•,�a Gt' 6'��"a �''/ I V-1 C-2.W. f: j `. r• f 1 � r 0 � 1 Z C�1 zt Z w 3' cm ,I IF'�P 6 rVW i7 R�s.l�. � ek,o bou IM 2x4 �*ru� & Iv'cy.C. _- 2" 6,,f r-, �r� :�Nt��. w 0� 1 1 t1 L;1 'I � 1(0• o,c vv I/2 alu '� L`'-, fox �• HM WA I 'o M w�L-L• TO \ =��T 1 =� 1: �1 X►`�?I I'fir=� 'r. ,�I'�!G�t' �X;T" PL•,A•h1 (7`r-P 1 GENERAL CONTRACTORS & SUD-CONTRAC•- TORS MJST HAVE CITY 9U;;iidr�° LICENSE AI' i ALL NUE aANY CITY �'Er M11S PRIOR FOR CONSTRUCTION I SH94T NO. w 1u SERF AF PROVED TY OF TIGARD i PERFORMING SERVICES. PERMI N � / � � SITE ADDKL..,: l Building must be completed ��I•E��jV according to COY codes and BY _-- _ _-- T I i LF. _-_-- f t final inspection made before .[Y�. --- -- ---- -- ~- - ' "' --� " r h. > i occupancy. CITY Cyd TIGARQ �� ;'_ � _L, � •'�' � ' '�• � �,. 6A/CAC[AIKNITRCTV[A1.AND[MaIM[IIIINO[U/1.1.1[[CO -. v • - ••• , , SO i s 1 r w. •, ,•� , '..fr - , 1 ,� .,.•re ,1. i7C,,4 j - ' -.'� .Ip, r.1, I - • •I• -.t• • , - '• •..�. . .., rw _.. .A _.. ... ..._ . .. ` ^.: l r .rte ,_ tit..-`r`at. :ha .�"�'�1►L .« ., 1, Y, ,s..,-tri� 6•",rK,R,rrv,r, ,,.. .,. A."..+...+.. _.. ..: ,_._ ..*. .-..._ ... [Wl.r: ... h...>. n► r'1.'..'. •.. . . . l�T.> . 'y � ^�1"�.' � .�- I�M�M� - ».. ,r. t s. , .,,�,'�" _ 3 ,.�I.� , ': 1•�.:rt' .., ,4 r.�.1.�..:. A'�' �. .i�. .y.i�i�` '�• �..-� ' 111'IFI'I'N I'I'I'111'I'ISI'I'I'I'I'I'I'I'l'I'I'I'I'I'I'11;111111'I'I'I'i'I'1'f'IIIIIIIIIIIIIIIIIII� IIIIIIIIIIIiIIIlIlI111I111�IIII111I1111111I�I11�I�I►1111111IIIIIIIIIIIIIlIII111111�I1111111 NOTE: IF THIS MICROFILMED I 2 3 4 _ 5 f 7 9 9 10 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL j - DRAWING. _ OE 6Z 92 LZ 92 SZ bZ EZ ZZ IZ 0?_ 61 BI LI !rl 91 bl FI ZI II �i d li L 9 I I ,►n nnIlnllnuluuluulnnl:+ulnlllnululllnnlllullullunllulflullllll�llliIIIIIIIIIIIuUILiIIIIIIIIII!IIUIIIIIuInIIIIIIIIIIIIi)Ittlnnlullluullnllllllllllllllllflllllllllllllllhll�lllllllli�lll�illli.llll{illllllllllllllllll{IIIIIItIIIIIIIha!!IIIIIIIIIlIII11IIlUIIN � JUNE �. 1990 t li I I i h � ; j I i � u;`i►1 /C�h +(,�:W �(.f.L 111' , r I I � I j � T i Ell I 147 tr I t E5 SCALE APPROVED BY: DRAWN 8Y �•j ✓.. i ; DATE l RRVIRED - I Jq Df1AWtN( NNUMe[R t� lA%�• "INT"ON NO. 100014CLEARPRINT __ .....,x_,—..._ _.�.T-. .r.._�R�..�...._....... w►Mww,}Yr6 y - "hm+smn C�.. _ - .. _4.�.�_ _ - ._ ��L.nKj,k.:.,pJ'IrMrc�a:ama;.wn.�. .._ _. _..._ n. ............... ..�.r - ..__ ._ ._ .. - -^.-,.*+,,,.,.� -�.�.,.. „�.-.-��1,.,.,.-„-.•-•-..�._.r. 1 ___.____..__......_.___ ' � .,, illlllll 1111.111 1111111 111111 1111111 1111111 1111111 II111�1 1�111�1 1111111 l�111�1 1111111 1111111 1111111 1111111 IIIIIII 1111111 1111111I1111111I1111111(I�1!1111I1111111IIIII111I1111111 � NOTE: IF THIS MICROFILMED �.- I ...- 2 3 ..4. 5 6 7 8 a_i _ 1 Q I I 12 DRAWING IS LESS CLEAR THAN ----� THIS NOTICE, IT IS DUE TO THE QUAl1TY OF THE ORIGINAL DRAWING. OE 62 02 L2 92 92 02 E.2 22 12 2 61 91 LI 91 51 btl EI ZI II 01 6 9-�•�.'.'`` L -I9- S b1 EI-- 2 1"•i•" :214 1 I ►nlnn111uI1n1111nIIn11u11I11nhn1Iu111hUIInIIIIIIIIIIIIII11�11UIlullllilflllllnlllllulllU�IIIIIIIIlIl1!IIIII��IIIIIIIIIIIIIIIIIIII)IIIIIIIIIIIIII1111111tIIIIIlI111tlllllllllllllllllllllllll)IJIIIIILIIIIWWullllil111IW111111u�11�llI�IllllIlUL1111WlIliIJIIIIdIII11IIlIlIll1 J 19 � o UNE ,. x'+49►" is� ef Room Finish Schedule - 2Ttr - -v /'` - .,� - -� - / '`-••, �_ � /,! r- \/'\/,^' �...4,� Y Ire "i I w�'�' L, ' /• { _ I�r1A,T F! M�'C� C�Loi NG'. 1 ►r f?N M t�'� �.�I,C�' I NGS -'- - - I`� A_ �N -� 1 T � � Salo , N� �,�, � ►��, > a �� _ M l y _ F� w'N 64N r. _ -_-- - _- ____-------------- '-------_ _ _ I T>� � � � i' I, TSN -5 ,z; -7 F�1' � L 1��N�5�P 5u�..:� Inc "- � �x z _T _ j. 3 I fir✓ -�. 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N��1 SVNr!rq 2 t • sl•1 r JSE S G►1 1,� 6E P (,ItA"ED F �. kH bq,'..►.i6 trzJU-c, '- S DIRE"1111NAL WITH F06 ( ML►.f BLOW PATt'tiRN, AIRGUj'aE "PC-A- " . pHA"K� - L" v►I ti Ir sT t,TAItiUARD5 0 TR,(�JE $( SAG T E E� sr Tru1. �y � til ,a , ` � �� '�- SHEET NO. *ATI e` 1 ,r r11/ON �Ii� d�(�1 IV` "� + � I ... - - � �-a•._ ___ P �i �ilT M ' A R 1R & +k•SMOOTR t ' I yC St1i/!' m' k es►•46o Ni 4 lr�t '� bIl► ' 1J1If Ok1A"1 ss EtlwTf rHL -l. POA r •'3 f _--- - — • ' • , a:,kit rJ�1 T L?Uv' " Pl.l,h"6'H(A H.- g� %''A !"t*/ r� ..1 ! �, t ! : �.. :i•�' 14 r L --, R Cr;Jilt J AIR N hbDL�OT t , � �A j ./ 1. W'f'V{/iHT 'a aR L�tr2. /'Loi - C%k4 -.� ! r------- i I 7 rCi >F .' . 9' ,� 1 . . 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OE 62 8� L2 92 S2 b2 E? 22 1'L 02 61 BI LI 91 SI bl CI 21 II 01 6 8 L 9 S bE 2 1 IfIIIIIIII1111IIIIIIIIIII111I 1111I111III 111I1111IIIIIIIIIIIIIIIIIIIIIIIIiIIIIlI1111I1111�1IIiIIIIIIIIII III�II11I1111111!!11111I1111II111IIIIIII 1111ifffbIIlI111111?f4mlIII 11111111111 I11111a1111111ind1111IIirWUl�lillll1111I1111W1W11�J111111111111111111�11111WlillUlllllllllll11UI111 JUNE , TUALATIN Nu►1A1 1111E PIMIE.CTIcA nl;;MICT NOTICE OF PLANS REVIEW PO (SOX 127, T UALA-I IN 011 97062 (I HIS IS NOT A E3i-1ILDING PERMIT) MUM (503) 602.2601 TENANT : EUROBE_S_T FOODS UTILITY INDUSTRIAL CENTER BLDG . , 7805 HUNZIKEP , TIGARD 254 - E3ulldrng _—_--- --_ — - --.—_ _—�— --.—_--------_ __ No. HUILUIN(; AOUHL.115 County-WASHIUG.TQL OccIII).incyB-.2----Of�hsp__ Const. --V-N FMZ 954 Pg. 1 of 1 Architect ALBERT__-.&_�I_GGE>�STAEE, AR-CHco Bldg. ❑ Addition ❑ Alteration EX Date Received ��-�1 UTILITY EQUIPMENT INC . N% eviewe S 1 -14-81 Owner�_ Address DateIRcaurned� Stories1 _ Arf,n7000 / �- Attic _N/S / Fire Walls 2-Hr . (Next to Off c� ) 2 / 6 ft. MAIN FLR HA';FM1 N1 STOPS TOT WIDTH Stairs_ /__N_Q_Vert. Shafts-NIS / _ Sprinklers— Alarm/_ I L � P pt5 . - /_ / CLOSED lilt GIUSE U NO Y AA C VD INI SIZE EX1 Ext.__2 -_1 /1 ORC Det. NIS / _ / _ Floor .CCaIC._. CeilingWCV_C3_y oo Str. Member--yd/conc. C1 ASS NO T YPE ANF A COVD. Wall cover—,Cpn.C+- / _,,Wd.413yp_ Htr. rm. encl.-N_/_ Type flue _N/S-._ Tyre Htg. System _N/S_-__ Fuel _NIS._,... The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregon administered by this office. Items No. checked on the enclosed list are applicable. These items and any specially noted provisions must be incorporated into the project to meet current fire protection regulations. Approval of submitted plans is not an approval of omissions or oversights by this office or of noncompliance with any applicable regulations of local government. REMARKS: This is a Fire and Lite Safety Plans review and is based on the requirements Df the 1979 State of Oregon Structural Specialty Code and Fire and Life Safety Code and local ordinances . 1 , Provide not less than two ( 2 ) portable fire extinguishers with a minimum class a►id rating of 2A-10BC . Travel distance to such extinguisher shall not exceed 75 ft . from any point in the building . NFPA 4 10 . 2 . Fire stops , blocking or framing mEmbers pierced for utility runs require packing to equal fire resistance prior to such piercing . Wood frame construc- tion requires firestopping of both 1\7crtical and horizontal draft openings at maximum intervals of 10 ft . Sec , 2517 ( f) . 3 . Handrails are required on all stairways . Stairways over 44 " wide need handrails on both sides . Sec . 3305 ( j ) . 4 . Open stair railings and guardrails shall have intermediate rails or closures with no openings large enough to pass a 9 " sphere . Sec . 1716 . 5 . Hardware for all doors required for egress is required to be of simple type having no prgvisions for locking against egress , with obvious method of operation . Flush bolts ot=her than listed automatic are not acceptable . Sec . 3303 ( see exception ) . 6 . Surface f. larne :spread rates of walls and ceilings , minimum requirementts - t stairway-251 corridors - ',' 5 , other rooms -200 . Sec . 4203 . . I 7 . Apprcve.d automatic sprinkler protection throughout occupancy is required . Extend sprinkler protection into walk- in cooler and freezer areas . I ` FXAMINED 4Y Jim Kenworthy Geile Rirr,hi. 1 1 , 1 , ; Tigard 131-dg . 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I(IALAI IN 011 91062 ' 1 (THIS IS NOT A F3UIF_[)ING PERMIT) 4171 PIJ()NF (511;1) 682-26()1 1 TENANT : EURO_BEST FOODS UTILITY INDUSTRIAL CENTER BLDG . , 7805 IIUN'LIKFP , TIGARD 254 - Building -- --- _—-- --- - - ---- - --- —-- _. No. . BUILDING A 14 ESS County _WA, B_1N_G 'ON 0cct1i);1r1cyB-2. Of f f_Wh.se - Const. V_N F MZ 2 E3 4 P9• 1 of Architect ALBERT__&._._B_L_GGEAS.TAF_',AR-CH(4v Bldg. O Addition O Alteration [X Date Received $-1,_eviewed� Owner -_UTILITY EQUIPMENT INC . Address NIS Date EIuLu�eri1-14-81 1 7000 - NIS 2-Hr . (Next to Off ' 2 6 Stories_-__.. Area Attic Fire Walls �_ I / ft. MAIN Fr II 1',n',1 MI N I STOP! TOT WID1H Stairs 2 ._ / _Vert. Shatts _ �_, /_ — Sprinklers - /_ /�,� AIarm_,S.0pt�.P. CLOSED li CI OSLU NO Y a AIALA c, VD INT SIZE EAT Ext. -2-A _ /1DRr- Det. N/S, / — i — Floor .Conc, CeilineJWd/C3,.ypRooS1-t--UpStr. MemberNd/—Co 'lc . CLASS NO I YPE AHFA COVE Wall cover_ ConC__ / -.Wd/Gyp_ HI r rrl. encl._�j� _Type flue -N-�-S_ _Type Htg. System .--NIS_._--_.- Fuel The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregon administered by this office. Items No. checked on the enclosed list are applicable. These items and any specially noted provisions must be incorporated into the project to meet current fire protection regulations. Approval of submitted plans is not an approval of omissions or oversights by this office or of noncompliance with any applicable regulations of local government. REMARKS: This is a Fire and Life Safety Plans review and is based on the requirements of the 1979 State of Oregon Structural Specialty Code and Fire and -Life Safety Code and local ordinances . 1 , Provide not less than two ( 2 ) portable .f- ire extinguishers with a minimum class and rating of 2A-- 10BC . Travel distance to such extinguisher shall not exceed 75 ft . from any point in the building . NFPA # 10 . 2 . Fire stops , blocking or framing members pierced for utility runs require packing to equal fire resistance prior to such piercing . Wood frame construc- tion requires firestopping of both vertical and horizontal draft openings at maximum intervals of 10 ft . Sec . 2517 M . 3 . Handrails are required on all stairways . Stairways over 4411 wide need handrails on both sides . Sec . 3305 ( j ) . 4 . Open stair railings and guardrails shi3 .1. 1 have intermediate rails or closures with no openings Large enough to pass a 9 " sphere . Sec . 17115 . 5 . Hardware for all doors required for egress is required -to be of simple type having no pr_ c)visions for locking against egress , with obvious method of operation•. Flush - bolts other than listed automatic are not acceptable . ` Seca 3303 ( see exception) . c, I6 . Surface flame spread rates of walls and ceilings , minimum m z equi r_ emr_ nts - . stairway-25 , corridors - 75 , other rooms -200 . Sec . 4203 . 7 . 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L7. 92 S?. 02 EZ Ze le 02 61 81 LI 91 sl tri L 1 21 11 01 6 9 L 9 S t, E �iIIIIIIIInnllullnnl�lulnuluulnllllu1II111I1lIIIIIIIIIIIIIIIIIIINIII�IIII1111_IItI1111I11'IIUIJIIIIIIIIIIIII!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItI11IuIIIlI11IIIIlIIIUIIII1jIIIlIIIIlII111IlIlI�IJIlIllllll111111111llllialU�l1111�llL1111IIIIlIIiI>IlllllJllllllllllllllllllllWI1111 JUNE 21990 -� 0� 9 1 „. - - -- - xx>l UGH-1-Il �zC'F uRE (-rsf-r) r1ECII IAT TUNS 11()TE THE FOLLOWIN(; SPFCIAI REQUIREMENTS FOR LAVATORIES ”" e UTILITY INDUSTRIAL CENTER l NAME OR ' t UIVISIONI GENEII itfl ifIltEMIENTS IMTERULS PR(uNJCT N(1. MANUFACTURER L r -V�J r. ap oX+IRw�j ►;2"6r !D .d A. I .A. OOCi1MENT AP01 SHALL. COMPRISE THE GFNERAL CONCLEAR WATER DITIONS FOR CONSTRUCTION 1HOROGLAZE STANDARD DRYWALL PRODUCTS _ I i -1 N �► Sl1PP EMENTAL COND.ITiONS CONCRETE SEALER O, l � _ ' � � . � . fg' ATL _.__ __-_--• - CONCRETE WALL� �.� ACTORS SHALL VISIT THE SITE AND INSPECT THE AREA T� BE FROM FLUOR OP 4'4'' a �--s rRJ►z i ��.4J s�-I. sr.l� til l) i / / (Y �`^1c r'J(a� ± /v i�"o w C E�1 r1'E R I. �� I ,�a 2,4 THE CONTRACTOR ON SUB-CONTR 7 ' WORKED IN PRIOR TO SUBMITTING DETAILED BIDS. PALGARD EPDXY BY CONTRACTOR ,{ I � Vr E'E. GYPBOARp '.JNLL`, =- 0INTRACTOR SHALL GUARANTEE WORK AND WORKMANSHIP FOR A PERIOD CF ONE YEAR FROM COMPLETION NGS c c c EPDXY PRIMLk COATI ll` THE CONTRACTOP. S411L MEET ALL APPLICABLE STATE AND LOCAL CODES AND .STANDARDS OF THE Y [NAM[ I. MIY,En RO-PON COATING � �1 EPDX l A TRA10 % INDJISTRY IN WHICH WOkK I`: PERFORMED. WITH IHINNEP SYSTEMS �� TJ ►��TAL �• 2_X6rVlroopeil��' contractor shall verify all dimensions and cr►nditions AT THE JOB SIZE BEFORE COMMENCING I WORK . NOTIFY ARCHITF_CT OR JOB SUPERINTENDENT OF ANY DISCREPANCIES AS SOON AS POSSIBLE . BYCONTRACTtlu U S �/F► AU ONI"c / �' I '� •� L PDXY FNAi•1FL 2 COATS SAME AS ABOVE � � � � W►-IN 0(_OM ` T1j �� _ � C' � BUILDING PERMIT BY OBER. { P ANG MIN L_ T1LFs I NFs'c'EIL-A TIL.J� / 71, -[!� CATALYZEL'� TWO COME ONAN1 _CONTRACTOR _hAI.! OBTAIN AND PAY I'0R ALL NECESSARY MECHANICAL, ELECTRI ,AL-, L. TYPE IN SE.MII GLOSSr' � ! '3, �' I �3 �� I► g/�. � PERMITS. DIMENSION`, APA �i(l FACE OF STUD OR CONCRETF UNLESS OTHERWISE SEATED OR NOTED. i REMAINDER OF WALLS TU KE.M-nLO EXT-INT SHERWiN WILLIAMS OR EOUIV. MAIN W NTO SCALA DRAWINGS. SEMI GLOSS ENAMEL ! CEILING AND ENTIRF 11 ALTS TE I c �4 t � CEILIW%. RU!vrJL~i� I DIVISION 2 SITE WORK ENAMEL UNDERCOAT & TWO (,OATS _ J - _ ENAMEi NO SITE IpRK UNDER THIS CONTRACT LAN _ __. l r1� ►'� I�I �1J' `u V� F'i��-1-^'mow MST�A:- WC�O� �-�le'�►cT1/t� GENERAL WAREHOUSE INTERIOk 1�2,1--��►_�ja -- _ SITE UTILITIES — R VID-ED�N BASIC CONTRACT. ONE LIGHT REFLECTOR COAT Of L.ATEx _ NOT �'O �C,aL.l� \� /2" - !' ��` �JA?�.b� __. WIC COLOR "WH ITE'' TO CONCRETE WALL C . SEE MEO�"ICAL AND PLUMBING PLANS ANU SPECIFICATIONS FOR ADDITIONAL DETAILS. DOORS AND TRIM: ONE COAT S1"F,TN ANU TW( COATS DULL VARN1 SH, SANDED IN - MID NA1141r4� w4ec. .ONNECT ALL UTILITIES AS SHOWN ON PLANS. FILL P.ND COMPACT OVER ALL UTILITIES. INTf_I2I0(� , VERIFY ALL UTILITY CONNECTION LOCATIONS WITH JOB SUPERINTENDENT. WHERE EXISTIN!� � NOAffNS. EXf�`T fes" MA.iTI UTILITIY LINES ARE EMBEDDED IN SLAB, GENERAL CONTRACTOR WILL BREAK SLAB OR WALLS. c--. PY<Ti� u�E sk!o -�'EIGIrJs�r �`%►� TAT UP FOR CONNECTIONS AND PATCH AFTER INSTALLATION IS COMPLETE. _ N10 SPECIALTIES: IF!/ q � (SIO -- - r GNt IF✓ 7LJ DIV _ �. � , LANDSCAPING R A ESSOR[L.S Ft)R EACH LAVATORY 1 \ / 1 I�I�C�TFG NOT IN THIS CONTRAi l TOILET ANC► . ATH CC �I N A l..T�!�'�,(�.`r it `!0 2,r 4 Il=•Uu�� L J� �y� S ��y R'U U ti'�� N �� ` � F- nr+1<T,e►� F"�.r r�E: DIVISION 3 CONCRETE THE CONTRACTOR SHALL SdPPLY AND TNSTAL.L THE FOLLOWING DOMESTIC TYPE ACCESSORIES. KIN�-tt 4 "Ir F'Dntlw-� � W��RE"P IN . HIS CONTRACT DIVISION 4 MASOJAtY 1 .T .P. YOLDER SURFACE MOUNTED i _ ' ' I 4" tx�ocZ Ec ?. SURFACE MOUNTED PAPEh TOWEL HOLDER �•'.* `�� `* i fs1N!�F.► 511 ��' ,,>r ,I6� Y' ) TN'�S CONTRACi 3. 1J3" x '4" PLATE GLASS MTRROR. 4. PARTITIONS FOR TOILETS AS IFlDICATED ON PLANS P. FLOOR TO CEILING MOUNTLO. DIVISION 5 METfLS� ^IO MEAT�N THIS CONTRACT MECHANICAL DIVISION 6 WOOD AND PLASTICS rENERAL �tJL.G S.�st,Lfe F'ULV- S::,g E t�'ULL 5�1cL� MITI:H ALL LABOR, EQUIPMENT, MATERIALS AND PERMITS REQUIRED TO COMPLETE THE M ECHANI _ �. �11.ic.rlelrYc�us .� ROUGH CARPENTRY NOT IN THIS CONTRAC" WROK SHOWN 0�1 THE DRAWINGS, OUTLINED IN THESE SPECIFICATIONS AND AS INCIDENTAL TO .TS FINISH CARPENTRY COMPLETION. ALL WORK 10 BE IN ACCORDANCE WITH ALL, APPLICABLE CODESAND REGULATIONS. M SHALL BE V.r,. KILN DRIED DOUGLAS FIR. ALL NAILS USED COOPERATE WTTH ALL OTHER TRADES ON T'iE PRODU�gL�MISH[:DALL �NEWENONDiT1ONDAN0 TNG ADJUW1RK atif) CdL ' R�'�R LLi tK AND 'R1 1T T FILTEPc , TO BE. TURNED OVER. TO THE OWNEF 114 ) FJR FINISH CARPENTRY SHALL BE COUNTERSUNK AND FILLED. ALL RSM IS TO BE SANDED SMOOTH AND READY FOP, PAINTNC ANNOR �TAINTNG. 4WN{RS SATISFJ�CTiI?ti. CUTTING AND PATCHING CONSTRUCTION AS REQUIRED T PANELIIJG, - 'JONE ;N TESiS CONI RACT _.....__. ..._ - ---_. .__ �'�TItIG AND PA1CH(NG OF EXISTING BUILDING FOR INSTALLATION F'0 THE MECHANICAL WORK.. PATCH .ALL )URFACES TO MATCH ADJACENT AREAS c I/� '�'+Ycal3�.e.�t��1 f CASINE''.'. NONE IN THIS CONTRACT f?%rSM AND COLOR. DIV'. 1ION 7 THERMAL AND MOIST'JRL PROTECTION _ .. _.. - -- ---_____ - _-- _— PLUMBIN{1L?'y - - 38 S STUCxs V G 2 r ArA . --.... XTERIOR CONCRfTL WALLS IN OFFICES TO BE FURRED AS SF+iWN ON PLAN WITH FOIL BACK `� 1�` ylNEiiAL OR (',,LASS FIKR BATT ITISULATION. 1-1/9" R-11 , UTILITIES � ,"TI►Ir, �.FRVICES AS SHOWN ON PLANS PROVIDE � :�'"1 M- Wf Cfi WASTE, COLD WATER AIG GAS TO EX 1 r INTi NTOR CE N..Nr, TNSULATE" WITH FOIL BACK. MINERAL OR GLASS VIPER EAT' INSULATION '. 1,'2" WATER AND GAS METERS FOR EF,('i4 TENANT AS APPROVED BY 111E SERVISr1 UTILITY . " b TlUtsuL c� r P[PING r r WITH BELL AND ''p1�T(1T OP "NO-NUB" � I�1" 6.Y! ,Ido►41Cb► - INTERIOR ifALIS ADJACI:PfT TP STORAGE OR DIRK AREA TO BE INSULATED WITI! FOIL BACK MINERAL T. NTLOW �iRADE 14ASTE Tn BE S1'ANUr4R0 CAST IRO I ��- A ALASS FIBER BAIT INSULATION. 1-1;'2" R-11 . JOINTS. t r , 2. ABOVE- �,PA,JE WASTE AND VENT2" AND SMALLER TO [if STANDARD ,ALVANJI7E:D STEEL OR TPIS T14READED CAST IRON PIPE AND BANDED CAST IRON FITTINGS. AUL K I NG - NONE IN TE I'S CON RAC T r. T `r' .- r;J 3. ABOVE r3RADE �1ASTE: AND VEN. ''-1 /2' ACID ALRGFF! TO BE ;TA'L[IARn {;AST 1E?nN WITH TN BELL AIM �r � 1 t= - �► ► �-� '. ') � +�-tEr` � ;NT1D SPIGOT or. "No-HLJG" JOINTS. ., Ext 5T. Pr i=ce^ :� :� CMN C t Mis'ING, �� atLL_ ��' �_ DIVISION 8 DOORS � ST ";N �J1LVARIZED MAL.L.ABLE Ir.ON FITT INS J [ai?/�iV r^N r _._ 4. WATER PIPING TO BE STANDAPI) iALVANI7.ED STEEL 1+1 ; t� I Z„= r INSULATE WITH 3/A" T}iICY. GLASS FIFER P1PE COVERING WITH VAPOR BA.RRTER JACKET. I q ll &WN-�� •F- v�-�' i)OORS: DOOPS SMALL BE AS SHOWN* OM PLANS. ALL DODRS SHALL BE COMPLETE WITK :i1AADW'PE AT INDICATED BELOW. ELECTRIC WATER HCATE:fi qri-`�-CI.t:.+11PR�OVED, 6 GALLON STORAGL CAPACITY,( KW HEATING EL.f.MENT, FOWLtiR,16F5. �l � F��: ,,,�� u� '�S�•Gr� 'ALLOW MtTAL: 4 NF IN THIS CONTRACT. VALVE , --- - - -- - iN51ALL wTTP GATE VALVE, LIN�O�lS A;JU CODE EtE.LlEF SWOLT AND WADER l�. 1? S. DOORS ARE STAIN ✓,RADE INTERIOR H.C.81RU! -- A ';.t-ow M N 1 Q''ct.fs+ ' �•--- oM DGORS: SEE PLAN FC DQO S I c E OOR WITH 4 5/8" JAMBS & 4 5/8" CASINGS. DMRS ARE PRE-HUNG. WATER CLOSET < < r c � 4523CH SEAT. Z � � 61�T►VFE*� � I' 1 zl s��-r ^.At��-p,1 pe,�; #t- MOUNTED, FLU H TINY„ VITREAOU� CHINA, NUIiRI._ A ala W.BENEKE �o-.-r�� `_`{0*> �D I II ��P INSTALL SUPPLY ANC ST(TS'. 1 r (;7- ;a-A s c Ii, C) c . 17 • 1�AItDWARE ' �, BG-�''c».� -•F y4's, ' I ' `i.' ..� Ftp•:'� " DT-' (..L MARD*V.'.E AS RE:CIOIRE:D. PREHUNIGI DOORS WITIi 'BUTTS AND SCHLAGF "F" Et17IE`, URINAL N'� '` 4 ,i.S. BRONZE FIViSH PRIVACY SETS. _7TI-77 WAIL Hl1Nr, E'XPr,SFr� FLUSH VALVE, vITREOUS CHINA, KOHLFR OT4 T, W?MANSFIEL-D TTOM G�4 t:-1 1 •} y �'�►'`� NC 'C -•-- � ,� E ?l .7 �' '�t�» OF�X i 57l N 6, "r►c..,.Sy _ _ 1 , �4 _r1o� � � � vJti tc +W rv+ "-''+`� /�C`=Ep g �I saw APPt IEC TO AREAS AS CALLED FOR IN PLANS. -OIL" R"_I4 j TO BE M(r:'- .IRE RES ISTA N'l. �I"=- • HLAT I NC riD ASTENINC., OF BYPSUM DRYWALL, TO THE PARTITIONS IS AS FOLLOWS: PLATES TO FLOOR: 3/�" POWER ACTIVATED PIN @ 24" O.C. AIR G r-j-TjiONItaG UrJ;I T , COIL CONDENSER FAN AND COIL, F ILIER t)RYWAL.f TO STUDS: 1" SELF-TAPPING SCREWS@ 6" Y0 9" O.0 . �'��l}rII"��t�E�1 WI .H EVAPOFe�ITUR FA + ANG c � .WALL" ELECTRIC HEATING CC'IL, ALL REFRIGERANT COMPONENTS AND CONT ORCALT: LENNOX ALL OUTSIDE AND EXPOSED EDGES SHALL BE PROTECTED WITH DURAB£AD EDGING. JOINTS SHALL THERMOSTAT WETH FAN SWITCH III SUBBA`E'. I BE: OVER FRAMI!Jr, OP BE: BACK BLKKED. TAnE AND CEMENT ALL �MItiTS AND CEMENT IVER ROOF MTD UNIT. ALL NAIL. HEADS AND BLFMISHLS. ALL CEMENT:NCy SANDED TO P. UNIFORM AND BLEMISH FREE SEE. PLAN FQR L(hJIJOX Mt�GLL NO. � _ w,� �► :;jKFACE. ALL WALL AREAS AND CEILING AREAS Of TOILET ROOMS SHALL 5E PEADY TO RECEIVE � �� `r�V c�c� iNT'ER1OP PAINT? UNIT HEATER GAS FIRED �J. POI'ELLEP FAN "G DELTVE" CAPACITY INDICATED +)iv FLOOR QLAtI, !O,OD14V "PA" � oROVIDl. CLASS"L3" GAS VENT THROUGH RWF WITH DRIP TEE:, ROOF FLASH1Nti AND RAIN CAP _+ � , �(;NCRETE: f'LOb!', r z r M t;0117ROL5 TNCI-UCIWr� THERMOSTAT, ` i1MIMER FAR EAfif:Ll t1 TH CItF.MICAL SEALER. METALIBESTOS, JN1 ; To Br „OMPLE�E bJI ,Lt ALL � Wit.Ir�It �` INTO SWITCH AND FAN TIME DELAY RELAY. - i ledr�F'1ry�, RES I L I ENT FL GOP,I NG ' APPLY-VINYL TL ETNG IN LAY/'rC'RIES A5 INDIGATEG 0�1 ROOM FINISH SCHEDULE . EXHAUST FAN c ql SWITCH WITH LI6FIT SWITCH, BAC"DRfiFT aAMPFR OR DISI;#1>>� T�DEL_T,_V P. �7 CFM AT 0.1 A. � � . l �-- RUBBER BASE GE, BR11AN 6. 1 . -,, - r I+fp m - Y WS s �r b-�• �.w r j;r %gfmpv Tlt tlifi 1,1Y 4 RL� OrR BAS[ IN ALL FINISHED SPACES AS INDICATFU ON ROOM FItIISH 5 NFDULE . _� UDC.T WOR;r. �tt'�l!T' c:v T 3, i f_1,A i►r'!a.S willit N PLIC'`,' TIE 7< ►C 00 i t tic.cru N 1"R __ L J ✓8 erre 4 y. DUCTS TO 51' CONSTRUCTED OF GALVANIZED STEEL SHEET METAL TN ACCORDANCE WITH A♦S �Z �#k7,4, r Z)CC JNT�OUtiK 1 y 1MR �VNK 1 E_ �r p�,xT- � w��Fv,�' PAINTING I+LL DUCTS, FROM STRUCTURE WITI! ' FW ►-4vL _ ' ► -_- N SIAININC� SHALL BE TO T11' NI�IHEST STANDARDS Of THE TRADE. NO SAGS, A.NV S,M.A.0 N.A. STANDARD FOR TNG. INDUSTRY. HANG 'r-Rl,f� "P11�F6r y" _ ACCP-�K1 N�TIW3 AND Gf,, INS!.LATE ALL S!!Pi'LY DUCTS AMU PLENUMS WITH 1" THICK, T TONE PfltlrlD DENS�I � � ,'v�v N->>r ^�'` � � -.�- a=` ► Y n TRA ` TO Br FIXED � - � 1"�'Ly1"'W�t �-t 34-:310,�/ �.�.r•�-aa ,�v� I RUNS OR BLEMISHES WILL HE ALLOWED. All PAINTING SHf�LL BE INSPECTED B Tl1E 01lNIR P 1 x . t ARCHITECT BEFORE APPRpVAI FOR nAYMENT. PATCH AND SAND A; REt1UTREC` FOR A SM!1CI11r! FIBERGLASS MATERIAL WTTH VAPOR BARRIER JACKET rR1LLE5(R.A. ADN O.A. , �� , �, �� J` p < < i AN EQUAL- BASIS MTTN , DEfLECTIOIi SET n,T 4O: AIRG!IIDE "RA" CEILING DIFFUSERS( TO BE PERFORATEQ II 3 " �T/)tx� $,�fi.��. � '» FINISH. PAINTINGi (ARTERIALS GALLED FOR MAY BE SU6�IITI,T1rt3 Or QU HTTN F'lUR WrY BLOW PATTERN, ARIGUIDE(t'C-A-I1 c - U`A) `l rye ` THE APPROVAL OF THE OWNER. APPROVED MAEIUFACTURERS ARE: FALLER, PTTTSB11RQH, FACE DIRECTIONAL 1 �' T1CIM r9 "v rev f K,v l i�p _.�► ti I E �tX>� v AIL e STANDARD DRYWALL PR=JCTS, SHERWIN WILLIAMS. - E LECTRICAL , Tr1 NEW !'A'JE L �'i �. SEE ROOM FINISH E�CHCtIltLE FOR AREAS TO BE PANTED. �1fA rfl-ANTS INSTALL SEPARATE FEEDEP FROM F'�.IN DISIP1E3UTION PANEL VA T=1x,� 9 11 � � Hca 1 c:cN[7►-nvrJl'Ve�. u�ItT I �� TENANT SPACE. CONNECT EXI STING OVERHFAD LIGHTS TO TENANi PANEL. FURNISH AND � HTTNG, SWITCMEC, DUPLEX AND TELEPNONf. OUTLET`, AS WHOtN. CONE'CT ';^-4l tT "' -. T' pi-F I CE. LIG TO CELL. POWER WIRE HVAC UNIT, JII!CT HEATER, EXHAUST FANS, WATER HTiR. 3s�'sT1sC4- sTUc� � '��' '� LIGHTS T. PHOTO EL � �' WI APPLICABLE CODES. �_ 2,¢• 0"tt v1/ I . ' ; KITCHENETTE. ALL LLEk,RICAL WORK HALL COMP(- �v2 ArH e. ,Y-Fr >aN l�p1 at` » rte'►.� .✓ _ S �� Z*�' »1l+� .RMv 4+i� C f�'E!_..-iT` » i. - � . .:.'.?► s. i .�.U ..RANTS► >F E M{L.�tQ :3" � ' _U n 61[L'1. "TY,1 y'AH 1l$OMY T Tlj!#*w.4c J#Ltr,.'11NGi I. S R �1['E1vt 1T3 '�N�L�Wu1Fac T1 !'^f (K' • ' ,»'' •i 'a f s a Y ►• v"."T[0 O4 NO 100014 CI[A"M1"T ' .. WIN .....+Y' _ ._. ._...-_...... ++_.►v.+ - - •• .�.Yin•/mn...•i .. ....-^mow• _._.., .-,.. �.- ..-.-_.._ ..... _. -r•♦�graat,,,».,rn,.i..... ....,...._..,... Ww,l/A»,III,MN n. 1�••-• -- - t+111►11111,(IIIiIl1111III111IIIIIIIIIIIIIIIIIIIIIIIIllltlllllilllllllll111111ltIIIIIlIIIIIIIIIIIIIIIJill IIIIIIIllll111lllllllllllllllll1111111I1111111I1111111'I�IIIIIII1111111IIIIIIIIIII11111 - NOTE: IF THIS MICROFILMED i 2 3 4 5 !6 7 8 9 Io 11 12 I DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 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