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Report 12/19/2005 17:15 5032038122 WDY INC PAGE 02/02 ,_ L) P200 4- —o S 27 I /435o 5vv i32NL TER r1WDY 11Mpr�l '- December 19, 2005 To: EEA Architects 1230 SW First Avenue Portland, Oregon 97204 Attn: Greg Weiler RE: Alberta Rider Elementary School Tigard, Oregon Summary Structural Observation Report A representative from this office provided periodic observation of the construction work. Structural observations occurred at the following stages during construction: 1. After placement of footing and wall reinforcing for the retaining wall and foundations along grid J, prior to pouring of concrete. 2. After first floor shear walls and second floor framing members were installed_ 3. After the roof decking was installed. To the best of our knowledge, non - conforming structural items noted in our reports have been resolved in general conformance with structural contract documents, specifications, or our instructions. Special Inspection reports submitted to our office by Carlson Testing Inc. were reviewed for the structural requirements. Observations by WDY, Inc. are performed to determine if the work is being performed in general conformance with the contract documents. The fact that any particular work has been observed does not waive the contractor's responsibility for the means and methods of construction, job site safety, or to comply with the contract documents. Structural observations performed by this office are not in lieu of special inspection requirements required by the governing code, building official or noted on the drawings. WDY, INC. ; :ucTU,��� 527,9 •r` c � kr -ter- `r -T4 .. Jim Gipe, S.E. cc: EX S: f -3G-2(W 6443 SW 5eeverton.Hillsdele Hwy. suite 210 • Portland, OR 97221 • ph; 503,203.8111 • fx; 503.203.8122 • www.wdyi.com Jan 21 05 05:01p RB.W Engineering, Inc. 503 - 292 -1422 p.1 • l 7HEfo WI LL. S, 05 . 2_ s-6-7-3. of 1 C Pto} -i-S, REW 3UP 00524 14560 560 5 vV 132h/D ENGINEERING, INC. "Engineering Integrated Solutions" 9400 SW Beaverton - Hillsdale Hwy Suite 250 (503) 292 -6000 Beaverton, Oregon 97005 -3302 E -mail: dshaw @rweng.com Fax: (503) 292 -1422 FAX COVERSHEET To: Kim Appleberry Company: City of Tigard Fax Number: (503) 624 -3681 Business phone: (503) 639 -4171 From: Doug Shaw Date: January 21, 2005 Pages: 14 Subject: Alberta Rider Elementary School Project Number: 262.016.003 Attached are responses to the Electrical Plan Review items contained in your memo dated 06JAN05. The following items are included: 1. City of Tigard, Electrical Plan Review memo, dated 06JAN05. (2 pages) 2. R &W Engineering response to 06JAN05 Electrical Plan Review memo, dated 11JAN05. (2 pages) 3. PGE electrical service available fault current calculations, dated 04NOVO4. (5 pages) 4. Revision drawing E6.1 -R2. (1 page) 5. Elevator electrical design data from ThyssenKrupp Elevator. (2 pages) 6. Revision drawing E6.1 -R1. (1 page) Please call if you have questions. C: Sean Scott/EEA Architects, fax 503.294.0827 W:1WF1262_Ellis- Eslick Architects1016 Alberta Rider Elementary Schoo11003_Construction Administration \CORlFax050121 Cityof Tigard— ElectPlanRev2.doc • Jan 21 05 05:O1p R &W Engineering, Inc. 503 -292 -1422 p.2 # 8/ r, ti� t 9U!�111.'((I i CITY OF TIGARD 7_ EGON) January 6, 2005 R & W Engineering 9400 SW Beaverton Hillsdale Hwy Suite 250 Beaverton, OR, 97005 Attn: Doug Shaw Dear Mr. Shaw, Here are some comments on your response letter of December 10, 2004 for the Alberta Rider Elementary School. In the interest of expediting the issuing of the permit, I thought we should • try to resolve any discrepancies before you resubmit plans. If you would like to fax me a rough drawing of any changes to be sure we agree on them or if a phone conversation would be of use, please don't hesitate to call me. • Sincerely yours, /6 - • Kim Appleberry 13125 SW Hal Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 Jan 21 05 05:01p R &W Engineering, Inc. 503 -292 -1422 p. 3 January 6, 2005 Comments on your response of December 10, 2004 to my plan review for Alberta Rider School: 9. Disconnects for fan coils 1 and 2 need to be shown on the plan (NEC 420.102(B)). Sheet E5.1 — Detail 2 and 4 10. You can add to the three notes or I will red line it in: "All j -boxes and smoke detectors to remain accessible." 13. In regard to your response (no wet utilities entering at east end of building), that does not avoid the requirement. NEC 250.50 requires bonding "if available on the premises." Please make requested addition to Keyed Note 6. 14. On the plans you show bonds to_structural steel, water and gas. It is appropriate that you also show on the plans a bond to "other metal piping systems" per NEC 250.104. 15. Please provide copies of the fault current calculations from PGE. 17. As I understand your response, you will provide a complete detail, on the plans, of the grounding and bonding of the generator, battery power system and transfer switches. This is what I need. 21. The only load data I see for the elevator is under "Load Summary — MDP" which indicates a 40 amp load. This would seem to mean that the 125 amp breaker on the 100 amp circuit is :r9 beyond what would be required for motor starting current. Please provide electrical data on the elevator equipment and the disconnect module. Also either change the main feeder breaker to 100 amp or show me the calculations for oversizing it. 25. Sheet E6.1 — Details 1 & 2 — All grounding electrodes available on the premises shall be bonded together to form the grounding electrode system (NEC 250.50). There is more than one way to do this. If it is done within the service enclosure of 4MDP as shown in 2/E6.1, then another set of grounding electrode conductors would also have to be run from each electrode to the 2MDP service. Your bonding the two services together does not meet the requirements. You should be aware that there is an Oregon amendment to the NEC that allows another design for this type of grounding situation. It is in Oregon Administrative Rule No. 918- 305 -160 (Electrical Specialty Code), Sections 250.53(C), 250.64(C), and 250.64(F). Please revise grounding details for both services to comply with NEC 250 and Oregon amendments. 26. Sheet E6.1 — Detail 2 — There is a symbol I don't understand. It is just inside the service enclosure, where the conductors enter from the ground rods and Ufer. If this constitutes a break in the conductors it might not comply with NEC 250.64(C) (continuous grounding electrode conductor, without a splice...). Please advise what this symbol represents. Jan 21 05 05:O1p RAW Engineering, Inc. 503 - 292 -1422 p.4 R & W ENGINEERING, INC. "Engineering Integrated Solutions" 9400 SW Beaverton - Hillsdale Hwy Suite 250 Beaverton, Oregon 97005 -3302 (503) 292 -6000 E -mail: dshaw rwen com �° 9� Fax: (503) 292 -1422 MEMORANDUM DATE: January 11, 2005 262.016 TO: Sean Scott FROM: Doug Shaw SUBJECT: TTSD, Alberta Rider ES Responses to City of Tigard Electrical Plan Review Comments, prepared by Kim Appleberry, City of Tigard, January 6, 2005. 9. The code reference is 430.102(B). A review of the text of the code does not require placing the disconnect on the plans. It does, however, require that the disconnecting means, when installed, be within sight of the motor location and the driven machinery. Our specification requires conformance with the provisions of the NEC. Since we cannot control all variables of the construction process, we rely upon the contractors judgment of the construction environment to place the disconnect in compliance with the NEC. We will place the disconnect on the plans as requested. This is not an extra cost item 10. Add General Note 16 to sheets E3.1 W, E3.2W, E3.2E and General Note 15 to sheet E3.1E. Note shall state, "All junction -boxes and smoke detectors to remain accessible." Reference specification item 16130- 3.02.A, "Locate boxes to ensure accessibility of electrical wiring." This is not an extra cost item. 13. Add to key note 6 on sheet E6.1, "Extend bonding conductor and connect to water main and fire main metallic piping system entering Fire 107 at west end of building on grid line L.4 / 2." See sheet P3.1W for location on plan. 14. See item 13 for other metal piping systems. 15. Please find attached PGE documents indicating the magnitude of available fault currents. 17. Please find attached a diagram of generator, battery power system and transfer switch grounding. Refer to revision drawing E6.1 -R2. Jan 21 05 05:02p R&W Engineering, Inc. 503 - 292 -1422 p. 5 12/13/04 Memorandum 2 21. Please find attached elevator electrical data. Motor full load up, high speed, is 91A. Motor feeder, 430.22(E) 0.85 x 91 = 77.35WSA. Select 3 -#4, #6 Gnd., in 1 -inch conduit. Overload protection, 620.61(B)(1), 430.22, Table 430.52, for inverse time circuit breaker 91A x 2.5 = 148.5A. Select 150A circuit breaker 25. Refer to attached revision drawing providing grounding electrode conductors from available grounding electrodes to the ground bus at 4MDP and 2MDP. Refer to revision drawing E6.1-R1. 26. The apparently undefined symbols in the main service disconnect circuit breaker compartment of 4MDP are conduit caps. These symbols will be removed and the grounding electrode conductors will be indicated as unbroken. The drawings will be modified where indicated and two copies of the modified drawings submitted to the City of Tigard as requested. END OF MEMORANDUM WAWF\262 Ellis- Es[ick Architects1016_Alberta Rider Elementary School\003 Construction Administration\CORJMemo 011105 EEA_City items.doc Jan 21 05 05:02p R&W Engineering, Inc. 503-292-1422 p. • • PGE Portland General Electric Company 9480 SW Boeckman Road • Wilsonville, Oregon 97070 Nov. 4th, 2004 R & W Engineering C/O Dennis Hall 9400 SW Beaverton - Hillsdale Highway Beaverton, OR 97005 -3302 This letter will outline the requirements for the Albert Rider Elementary School. Site: SW 130 Ave & SW Bull Mtn. Rd. Tigard OR 97224 PGE WR #332960 1. Type of Service to beprovided • Overhead Underground X � _ 3 Phase 4 Wire 120/208,277/480 Volts l ' g� te !', ° A t D 2 -1 Amps Capacity Rate Schedule NO? .1 (U; 2004 Fault Current 50,306(120/208),30,006(277 /480) [ISM EN! JEERING INC 2. Conduit: The customer will be required to provide and install: X Schedule 40 PVC Size: 3 -inch X Size: 4 -inch Primary ,Secondary _Size: 5- inch- 5'radius • 3. X All conduits must be installed 36 inches below final grade and all elbows must be Schedule 40 with a minimum radius of 36 inches. If more than 180 degrees of bends or if the run is longer than 150 feet, elbows must be steel or fiberglass.. PGE MUST INSPECT AND APPROVE THE CONDUIT INSTALLATION PRIOR TO BACKFILLING. Non - conductive pull lines must be installed in all ducts. Connecting People, Power and Possibilities Jan 21 05 05:02p R &W Engineering, Inc. 503 - 292 -1422 p.7 ' ' / \ Portland General Electric Company N • 9480 SW Boec/ an Road • W O regon 97070 Page 2 4. Vaults . 233 -PGE Specifications enclosed 446 -PGE - Specifications enclosed 504 -PGE Specifications enclosed 577 -PGE - Specifications enclosed 660 -PGE X Specifications enclosed 4242 -PGE - Specifications enclosed 5. Transformer Pad _ Size 8,x8' Quantity 2 - Specifications enclosed Size Quantity - Specifications enclosed Barrier posts needed _ Yes No x See transformer pad specification sheet for size and orientation to pad. — See enclosed job sheet for number of posts required and placement. 6. Cabinets Terminal cabinet X CT cabinet Size required: 24" x 48" x 11" (minimum) Quantity _ 36" x 48" x 11" (minimum) X Quantity _ Installation of terminal blocks (provided by PGE) Installation of current transformer (provided by PGE) x 7. Meter Bases 7- terminal meter bases with manual circuit closing devices for 200 -amps or less. x 13- terminal meter base for services over 200 amps with provisions for a test switch. 13- terminal meter base (for KVAR meter). • x One 1 -1/2 inch metering conduit, with a non - conductive pull line, from the current transformer enclosure to the meter base. The conduit run must not exceed 50 feet or contain more than 270 degrees of bends. Connecting People, Power and Possibilities Jan 21 05 05:02p R &W Engineering, Inc. 503 p. 8 14 444 \ GE Portland General Electric Company 9480 SW Boecknzan Road o Wilsonville, Oregon 97070 Page 3 X Meters will be located outdoors unless PGE confirms prior to installation that an acceptable outdoor location is not available. The meter base locations must be approved by PGE in advance. 8. Point of Termination • The point of termination and division of responsibility between the customer and PGE will be on the: Line side lugs of the meter base. _ _ X Line side lugs of the terminal block. Line side lugs of the current transformers. Line side of the customer -owned extended bus in the terminal cabinet. For service rated over 800 amperes, the customer is to provide and install an entrance compartment with adequate space and provide a bus extension into the compartment. The utility will terminate the service lateral on the bus extension. The contractor may install through -type current transformers provided by the utility in the compartment. A one -line diagram showing the service entrance. Cabinet and termination details should be provided to PGE for approval. PGE WILL PROVIDE, INSTALL AND MAINTAIN X The primary conductors. X The transformers. X The secondary conductors. The terminal blocks (provide only). The current transformers (provide only). X The meters. S'n` Ken Gutierrez -,`a Project Manager Service & Design Consultant Western Region 503- 570 -4412 • Connecting People, Power and Possibilities Jan 21 05 05:03p R &W Engineering,Inc. 503-292 1422 p.9 1 •. • i re �-`.�_ Portland 6enerat e r :a __._�:. ^:': �__ � -::' .,C� .,-.. ., Electric Company a '�c 'r AIL': MEMORANDUM - n = 09/15/04 r TO CONTACT: c0.L Dennis Hall '= 5£ 4; cc , • ; PHONE: 503 - 292 -6000 nom.. : ter `" CUSTOMER NAME R & W Engineering (Alberta Rider Elementary) ineerinAlb €r. , yam; "4' ADDRESS: abt 13000 SW Bull Mt. Rd., Tigard 5t , FROM PGE ENGR: Ken Gutierrez ovri 412 .:1 0 503 -570 - �; ; I ,'. SUBJECT: - 3- PHASE. SEC • ONDARY LINE -LINE: FAULT CURRENT ��, ` TRANSFORMER RMER DATA ... �� — : ' ' . ' :. :,..,::::., r� l XFMR Impedance ( %): 1,4 % yam' Wig RADIAL NETWORK " a 0 TRANSFORMER SIZE: 500 KVA XFMR ? NO g a� °. Secondary VOLTAGE (L to L): 208 v WYE ms~, _, :: VAULT - -> ( - -> Pole) SECONDARY ��' VAULT or Pole v gp , :r ., L Secondary Wire LENGTH: 0 Feet WIRE SIZE Number of SECONDARY RUNS: 1 Run(s) of: 13 . ,' I : e condary WIRE Resistance R: 0.0773 Ohms /1000' ' .r s . Secondary WIRE Reactance X: 0,0258 Ohms /1000' r, r VAULT ( or Pole) --> PANEL SECONDARY (or Svc l� - Drop) c e Wire P- Service LENGTH: 50 Feet WIRE SIZE� t Number of Service RUNS: 4 Runs) of: 1350 OX UG y � 1.- Service WIRE Resistance R: 0.0600 Ohms /1000' t 1 016 , 4 ; : ::: Service WIRE Reactance X: Ohms /1000' h ., -r.. Wilt': FAULT CURRENT: 50,306 Amps (or SHORT CIRCUIT RCUIT CURRENT nt: .is;::' '. CURRENT) RMS Symmetrical DX ::: (or INTERRUPTING CURRENT) #*y . i: Based on a panel size of: Amps ,'- IY ru i T� k; `�^.R. •r3 sMrr i .+» s t : a . A'; , kC: ai t i - laio f' . S 4 c °1, e c ,-- t ;:,,,,:. ,.aY 1 , 2 . ! , •, :, gig °: • .>„y.. to r•� '��' �F� M -''' kre: i ti 1 Q � , ��. t t a v xt` - i d� {C �� � �V a N � e m *1� � +.ti?aS�a� ti R�� *5�� w ��''r r�` lj 0 Template . Wayne Amondson Converted to Excel by Allen Cam fiw,me b Te p lat `.K ;. 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Jan 21 05 05:03p R&W Engineering,Inc. 503-292-1422 p.10 .« _ - . - .,a:.', e; : : za: - . _• : :� ' : � c. , .. _. .c._ -ice ' ="'= ' ._'iis �i'•;?e ="� �t.:i �:- _. __ 3 e:;: .� ';,. ...a. ,_c_s ? , _ - fi t- T , �,;.c._, :�: ?•.c rye �.� -... Rik •- and .: ,.._. __�' ...;._.r_,• �_ •_ . .•. .., ,.. - TMi:�:. :tit :'4•:.: F.c 9 Portl G -1 a=. MEMORANDUM �w :: x Vi 09/15/04 i TO CONTACT: Dennis Hall : , s � PHONE: 503 - 292 -6000 OA s' CUSTOMER NAME R & W Engineering (Alberta Rider Elementary) Al ADDRESS: abt 13000 SW Bull Mt, Rd„ Tigard `:~' ttia A;,_ -' PGE ENGR: ' Ken Gutierrez u FROM: tl ' . '" k� 503 -570 74412 Fit c: _ SUBJECT 3-PHASE SECONDARY LINE-LINE FAULT CURRENT(RMS): tit',.. TRANSFORMER . DATA FORMER DAT c. n ... XFMR Impedance { ): 3.1 % p.) law ° ; - - p dance /o RADIAL NETWORK �`'. ° TRANSFORMER SIZE: 1000 KVA XFMR ? NO RE ie. - Secondary VOLTAGE (L to L) 4 80 v WYE ` :am *It'.. VAULT --> VAULT or Pole - -> Pole) SECONDARY i �r ' r : `: Secondary Wire LENGTH: 0 Feet WIRE SIZE y `' Nu o f SECON RUNS: v ` ' 1 Run(s) of: L L h :- t;e Secondary WIRE Resistance R: 0.0773 Ohms /1000' t : ; s .. Y " Secondary WIRE Reactance X: 0.0258 Ohms /1000' r �S n. �. ,. .. .. :..'-'''''?.':',;',.-1..,s S it' r1'�. ... . . .�• r te , . .;'.:.;: ' kg: ,' :: VAULT (or Pole) , ,_ ' 0. ; D ... <:.:. ) --'> PANEL �p .� L SECONDARY (or Drop), '�.,'' • rSvc ) 1 :IP. - Se rv i ce Wi L ENGTH: 50 Feet WIRE SIZE ' ;. ' w . la r:- Number of Service RUNS: 4 Run(s) of 350 QX UG : ';;$, Service WIRE Resistance R: 0.0600 Ohms/1000' ri ��.,r -, '•:: :_ Service WIRE Reactance X: 0.0330 Ohms /1000' _ - aa,h- . , . Eia x',14 FAULT CU RRENT: 30,006 Amps r ' �� . 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I I GROUNDING GROUNDING ELECTRODE ELECTRODE SYSTEM PANEL LS BATTERY POWER SYSTEM 4y] GND. a .1 GROUNDING / BONDING SYSTEM �E6 NOT TO SCALE }'£ , / DESIGNED: ODS 4 ALBERTA RIDER 'y5 ELEMENTARY SCHOOL • DRAWN; DDH ENGINEERING, ITVC. SW 130TH AND SW BULL MOUNTAIN rt'r9 Yrtegroted Satnras• CHECKED: ODS 9400 SW don— HOledole DATE: 01 Highway, Suito 250 Beaverto O 97005 15 9 g — �2 DRAWING NO. E6.1 Phone: FAX; ( ) E —malt rwsng Onronq.com PARTIAL ELECTRICAL ONE —LINE DIAGRAM PROJECT DOUG 5 .018.001 l f""�G �. C�� ®/'� `ONTACT: DOUG SttAW J \ G S. Jan 21 05 05:050 R &W Engineering, Inc. 503 - 292 -1422 p. 12 Jan.11. 2005 5:22PM No.5146 P. 1 ThyssenKrupp Elevator Construction Services ��� Fax To: Dennis Company: R &W Engineering Fax Number: 503 - 292 -1422 Number of Pages: 2 From: Kurt Maeder Date: January 11, 2005 Re: Alberta Rider Elementary School Dennis, The proposed Fleetwood 212,100 Lb. passenger elevator will use a 20 horse power mOtpr. From the attached Hydraulic Elevator Electrical Requirements chart use the full Load Up High Speed -Total AC amps number In the far right column to size the electrical service. Please contact me if you have questions or need additional information. Best regards, r Kurt Maeder Sales Manager "FhyssenKrupp Elevator Corporation 14628 NE Airport Way Portland, OR 97230 -3448 Telephone: (503) 255.0079, (800) 800.6915 Fax: (503) 263:0028 E- mail: kart. maeder ethyssenkruppelevator.corn Internet: www.thyssenkruppelevator.aom I Jan 21 05 05:06p RB.W Engineering, Inc. 503 - 292 -1422 p. 1 3 ' i Jan, H . 2005 . 5:22PM _ . HY,ouelc �LEr,rQ No s (4 6 p• 2 ELECTrIICAI AOk1 ✓9_OUlFt-4 6• ,: ACf�O SG THE :LANE. WYE -DELTA ANO $OLIO STATE STARTII Q ` ` ;.' ^ . MOTOR NAMEPLATE . ,, ANO.STAfiT1NG DATA PuLI,.IOAD UP Li t . -- — — HIGH SPEED NAMEPLATE 3 PHASE N. E. STARTING A.C. AMPS ,w ' MTE7i C00E ACROSS Cd4 5, HOl�SEPC7WT;P VOLTAGE A.C. AMPS L2 T - 4:A 74£ UNE WYE LAa SiAT MOTOR DELTA 7 AmP TOTAi bilN!- +4+AX� A.C. AMP5 A.C. ,LUpg A.C. AMPS 200!208 11.0 J 65 230 S.6 J 33 ' ' 50 15 4 - 3 58 29 19 - 43 19 460 4.8 J • 29 13 2 17 3.9 J a 10 - 22, 7 2 - 23 9 12 8 -18, 5 2 7 5 2001208 17.5 105 53 35 - 79 25 d 250 .15.2 J 91 46 30 - 68 29 460 7.6 J . 46. 23 27 4 1 3 15 _ 11 2 t 3 5.75 6_1 J 37 18 12 -27 9 2. 11 7!-...1/2 ......._ .... QQf2.fl ...... 2S 150 75 230 50 - 113 35 4 99 132 68 44 - 99 31 460 11 66 35 575 9, 54 33 22 - 50 15 2 2 17 27 18 -41 13 ' 2 . 10 2001208 32 15' 192 96 64 - 144 45 2 28 188 94 56 - 128 39 49 460 14 B4 42 43 5T5 11 1 28 - 53 20 22 66 33 22- 50 15 15 200t203 48 17 258 144 95 - 216 67 4 71 230 42 460 ._._._.. _.... 41 252 128 . 84 - 189 69 . 4 126 83 42 - 9S 31 2 21 575 17 102 51 34 - :20 'x;: 200!206 62 77 24, - 2 26 L 372 186 124 - 279 87 4 91 230 54 324 162 109 - 243 76 4so, 27 192 4 so 575 22 81 54 122 38 2 40 132 66 44 - 99 31 2 33 MO 1O NAMEPLATE , _ .__.._.�_...._ Full lOAa UP. . LS 100/208 78 H 468 234 156 - 351 109 . 230 58 H 408 204 136 - 306 95 4 1 9 • 460 .. 34 H 204 102 68 - 153 4 89 575 27 H 162 84 48 2 50 54 --122 38 2 40 30 200/209 sz . _ 230 80 552 276 184 - 414 - 129 4 1334 480 240 160 - 390 112 4 116 460 32 0 240 120 80 - 180 _58 2 58 192 96 64 - 144 45 40 200 /208 120 ...._....... _..._ 47 230 120 72p ' 380 240 - 540 168 4 172• 23 0 62 624 312 208 - 468 146 4 150 460 312 153 104 - 234 73 ' 2 75 41 246 123 • 82 - 185 57 2 • 59 50 240/208 700 ' 230 130 900 450 300 - 575 210 214. 460 780 390 260 - 585 ., 182 1x16 65 390 195 130 - 293 91 575 312 52 156 104 - 234 93 `� 20012D8 177 73 75 230 T 54 G 1062 631 354 -797 248 4 252 G S. 924 462 , .309 - 8 93...._ ?? 6..- .. -.... 4 220 460 77 • • G . 462 • • 231 154 - 347 1'8 62 G 37 2 186 124 - 279 2 110 575 • ;4: 7� . ..200/208. _'22;1;;,' •.�.. ;. • 87 2 &9 23n . 1329 fi63 442. - 9 9 5: 30 ,9. ' q 2`'` 'd. :313 .. 5•'.8 . • 38d� r � , 'a - 664' 2E : . 8 �19 5�r '57 1 432 .7. r Jan 21 05 05:06p R&U Engineering, Inc. 503-292-1422 p. 14 I 2MDP (208Y/120V) F .-- - _ _ _ ___, 4MDP (480Y/227V) ___1 r _ _ I NEUTRAL BUS f I I NEUTRAL BUS I GROUND BUS #3/0 I t #3/0 L _. _. _. _ _.1 GROUND BUS L__ ___ _ _ __J #3/0 #3/ COMMON GROUND BAR, 1 /4 "x2 "xLENGTH AS `�I► REQUIRED, COPPER. !!�� SURFACE MOUNT ON INSULATORS IN ELECTRICAL D105. LOCATE WHERE NOT SUBJECT TO PHYSICAL O BOND TO WATER MAIN, DAMAGE. FIRE A107 #3/0 #3/0 UFER GROUNDING ELECTRODE O BOND TO FIRE MAIN, - 15 - /T - FIRE A107 @3 # _, O BOND TO GAS MAIN, FIRE A107 #3 /O O BOND TO STRUCTURAL . A : 1 STEEL FRAME, FIRE A107 • #3/0 O #3/0 TYP. GROUND ROD MADE GROUNDING ELECTRODE 3 GROUNDING ELECTRODE SYSTEM E6,1 NOT TO SCALE ' w ' i � . ALBERTA RIDER ELEMENTARY SCHOOL �DRAWNE ENGINEERING, INC. SW 130TH AND SW BULL MOUNTAIN ROAD rro h�va+aa CHECKED: DDS 9400 SW Beaverton-NW: Wale B HI hw g9 797005 DATE: 01 - - e an er o 503 m 29n 0 E— m f r 2 92_'°25' PARTIAL ELECTRICAL ONE -LINE DIAGRAM DRAWING N0, E6.1 E - mall• nro9Or.enq.com CONTACT: DOUG SHAW6.001 / E6 1-R1 J \ -- - J.L.O. JVJrJrCJl4/ ALLEN ACOUSTICS 8Q/7 O� 0 4 • 09/15/2005 5:02 FA% 509 645 5357 ROBINSON CONST. X10031010 •'‘' y; , 09!13/7006 9 0:43 5032038122 WDY INC PAGE 02/02 03/1212005 Z8 ;49 g03S9®®783 RCC ARFS P4 65 • ' 01 a1 4 4 1 .M 4397A3 ads ora w V'I.EN 49041 xhr0 LVNIC011 . Engiattiocklarei SEISMC BRACING i' Y$ % MT kcal ' ALL ® . 1 Aet0 area Use If °dross a T +ro s 0 a isE ire luxiour �� Q r %k -/ l SW 130114 L Mt fit 0 Z a,wtee c �etsi� ca,crmAe p � Up a — Any NO ' flow - 0 L i i �etxroioo es sub- • 0' .(i 6 ' �; r teat ni n a altar wwk w:11 Mat 4,2 cttr or ^^VV �J ,! .I:: -.. ` �rtm+ap of hlo work t,( s WD'rr, INC. -. o� 9 113 j,� �- CE C ' .,., • INDY has reviewe this submittal fur the project design load criteria • only. Design of Cei:0 -Sys/ c t s UENT N O _ , A LLEN AM 1O, INC arid components are the solg BY : BET rw? ;^: :st`)!I'iy of the specialty • pREPANED Pr Df e ; � �9 enotritser stzImpinc this submit ter. • Wu 034 oStstos + Au .tom ► fast- 9NINNu 0r:et S86P.,�to.ese 09/15/2005 16:13 5037370147 ALLEN ACOUSTICS PAGE 05 09/15/2005 15:02 FAX 503 645 5357 ROBINSON CONST. 0004/010 • • 0 =N4 AI De- VT'LL1 .: . rroca66.4\ai.u, :..,.. .,... ......_, .■,. MI Kri Nicoll Pro}ea a RTA R_a. L P e ' Client: AI 1 i^*1 4CC tISTlCS, BY Or . Job No.: reyajoif30 O&e: 9- 24-05 DESCRIPTION: SE.ISM1C BRAG/NG ANALYSIS FOR TrIE SUSPENDED) CEILING SYSTEM CODE: 1997 U.S.C. SEISMIC ZONE: 3 TYPE OF GRID: USG DONN OX24 MANS WITH DX 422 CROSS TEES STRUCTURE ABOVE CEILING: CONCRETE SLAB COMPRESSION STRUT: 1 6/8'» 25 GA STUDS TO 5'-0e" TALI, FASTENERS FOR SP4..AV %W es: HILTI CC27A1.1i97 CEILING CUP ASSEMBLY DIAGONAL, WIRE SPLAYS: 12 GA DISTANCE FROM CEILING TO GRADE (h 90'-8" (FIRST FLOOR) 28'-4' SECOND FLOOR CORRIDORS) DISTANCE FROM ROOF STRWCC1]RE TO GRADE (h 32 FT. AVE. MAX. SPACING OF STRUTS AND SPLAYS: 18 x 16 -O EACH WAY A7 B-0' FROM WALLS .ISM 1.) FOR AN EXCEPTION TO THE 8 FED' FROM WALL R GUIRSIENT FOR THE SEISMIC BRAC bEEPAGF 2) FOR SEISMIC BRACING OF CORRIDORS UP TO 12 FEE? WIDE ON THE FIRST N4D SECOND FLOORS, IrF PAQg 8 SMS SW Nester Street - PO Box 25784 Turd, anal 07281 ^ Ptio * C503 e20-2068 Fax 1'503) 884- UJI 1ji cuuu 10:1 lj le114 f ALLEN ACOUSTICS PAGE 06 00/15/2005 16:03 FAX 503 695 5357 ROBINSON CONST. 005/010 SENT 0Y: NICOL1 CN .NfCG aua 0e4 aaaDj I Went t. ,�i.,��,.,c � �t� st✓No�.. Pa�� 3 Y s PlCr. Jab No.: o5eas. Date: S-s. . LATERAL FORCE: Reference: 1997 U.6.G. Section 1'32.2 (ASO eitemate toed combinetons) a C I h JW LOCATION: 1ST FLOOR CEILINGS F = R, hi 1.4 4 .:.:.1.Ot] from U.B.C. teb1e 15-0 C : 0,30 from U.B.C. table 15-Q from U.$.C. Into 16.1c R, S�I1 from LI.B:G. teb IS-0 hi- :.. 4 87.; heft; of c®btg wit/1 terapeottc grade In feet �� m ;"32Dfc1 structure roof davation vottil aspect to Gracie in feet 'a . psf ttnIn. requked by U.B.C.) F p at 0.69 psi F,, shall not be less than the following: F, ^0.7C:IpW; _14 I',= 0.72paf F, need not be more than the following: F =4C Fri +L4 FF= 4.11 psf USE TOTAL LATERAL FORCE = 0.72 psf LATERAL FORCE AT EACH SEISMIC BRACE LOCATION: SPACING OF SEISMIC GRAMS IN ONE DIRECTION (in feet) in 10 SPACING OF SEISMIC BRACES IN OPPOSITE OIRa'CTiON in Zee») =.18 , FORCE = Ostia) (1840) F ,, (18.00) (15.00) (0.72) 21 184 pounds 9025 SW Center met PO' Box 23764 11;erel, C eger, 97281 - Phot r %O9) 8 Flue 6503) 634- 306 eyI 1b/'LE7b5 1b:13 5b.3/:3/b147 ALLEN ACOUSTICS PAGE 07 09/18/2005 15:03 FAX 503 845 5357 ROBINSON CONST. 0 006 /010 .�t1Yt .. OT: /gGW�J- C1V.a, Na >>�_..v -- _�--., •�_ � r l i Project AJ.w —TRIA RlCM2 1TAt21' SO4c3o , Page: 4 . ``_= Client: ALLEN ACO.SBT.S, IPiC, 8Y G NC. Job No.: 050513 Dam 8 -24 -03 LATERAL FORCE: Refere c 1997 14s 691 ien 1 632.2 (Aso altermite Iced a in ) a C I Z, LOCATION: CORR3DOR CEILINGS F — p a ' 1 + 3 x WORST CASE LOAD AT 2ND FLOOR 1.4 Or 2', from U.B.C. table 11-0 C ' from U.B.C. labia 16-Q , frarn U.B.C. table 18-K R = $i• from U$C. kble 16-0 helghl & Mel respect to grade In fbet hr UP: saw:hire roof s4oralion with respect to gtsde fleet r - , .. ? it4Q psf fm n, required by U13.C.) Fp= 1.19 psf .F shall not be less than the fallowing: F - °.7C ".:1.4 p m 0.72 psf • F,, need not be more than the following: F = 4C p W p X 1.4 FA 4,11 psf USE TOTAL LATERAL FORCE 9.19 psf • sots SW dsnter Street - Po Box 23714 71Cortt &DM e7281 • Phara f5 82O -lea - Rays rriiio«nno lb:i,i bbj/� /b14/ ALLEN ACOUSTICS PAGE 08 00/1S/2005 15:03 FAX 603 645 5357 ROBINSON CONST. e007/010 ' &NI t.Y: RIS4 Vailluttritsm; ova vo4 OUau 4 - - v.r i .tvr Rj . n. ,., 2998 AIM Specification wlf999 Supplement • Project AL.5 TA RIDER ELEMENTARY Y 5011001 8fi Gate: MOS Mode; COMPRESSION POSTS Pie i.'t R, 5.00 it Sact;en :18.28.12$48 5140 Woo a .X1.8 Ft Fy = 33_0 ttei hlornant of inertia, I = 0.03 W4 Ye = M.6 to Wind or Ea,thgvake Factor Inolvcied 7 Y5S PA= IMMIX/ MpOS . Bracing d n dAaxo tilo(Brc) Moos/ Doilmcaon canUtr Sport 0.0 0.000 0. rrons 17.5 0. 0 000 Li0 Sg.B+e_ n ra a,d web c:iagta Reaction or LOW Bing Pe Mmax irk. Mtn Pt load J (In) 1b)] e R1 0.0 1.00 41.7 0.0 OM R2 0.0 1.00 41.7 NO 0.0 0,00 pm Bondlna and Shmnr R4ntiOn or VrmiaC 114MLIX Va intr. Intr. Pt Load (rb) (Ft Lb) Factor Vi k 1.11Ma Unstilted Mt R1 0.0 0.0 1.00 0.00 0.00 0130 NA R2 0.0 0.0 1.00 0.00 0.OG 0.70 RA. Ce kwd Badin and Axial L ead Axial i.r.I Y radnp (In) MSUr Asf b w LA • PlPat Value Carr 154.0 (a) Nano Notte 134 1001 (o) 1.99 0,61 • . 09/15/2005 16:13 5037370147 ALLEN ACOUSTICS PAGE 09 09/15/2006 15:03 FAX 503 696 6357 ROBINSON CONST. Q008/010 Skin! 6Y: NLUULI tS iMxsr:4PoU; uua w4 ouou .w V'6T•V.r ..v„a ev ifflNiculi *. Fr�}eo}: ALt TA RIntl i"4E 4t4 sr-,4400L Pog.°-: Co aI es�t: 41.0 s4 ACcUs a IG9. I C. 6y: SET INC. Job No.: ?. 9813 Data: 45-5.4, S CHECK DIAG. WIRE SPLAYS : 12 GA CAPACITY OF WIRE = 0.60 Fy A ( 1.33 ) ( 0.63)(55,000)(x,0088)( #.33) = 3884 TENSION IN IMRE = 184 = 260# < 386# OK Cos 45 ▪ CHECK FASTENERS : "HU I CC27ALH37' ALLOWABLE TENSION = 345# ( SEE I.C.B.O. ER No. 5457 ) TENSION IN CLIP = 184 • 260# ( 3454 OK • CHECK GRID ; MAIN RUNNERS : USG DONN DX 24 CROSS TEES ANY DEC CROSS TEE CAPACITY OF CONNECTIONS (POUNDS); MAIN RUNNER IN TENSION gag MAIN RUNNER IN COMPRESSION 483 CROSS TEE IN TENSION : 361 CROSS TEE IN COMPRESSION : 326 * CONTROLLINQ VALUE = 323 SAFETY FACTOR 2 SAFE CAPACITY = 328 y .' Z = 163 ASSUME ONE - HALF OF GRID IS IN TENSION WHILE ONE -HALF IS IN COMPRESSION . °. CAPACITY = ( 183 )( 2) = 326 328# > 184# D)C rico 8W oregsr Street - P4 Boss 28784 777ard, Gegen 97251 • Ptiorst t&0) 924-2086 'Fast (803) 8844838 09/15/2005 16:13 5037370147 ALLEN ACOUSTICS PAGE 10 09/15/2;QQ 15:04 FAX 509 6,45 5357 ROBINSON CONST, IJoo9/010 L i t i Nicoll Went kawEnk AwJg1;415 SY sue"' EKN NG,'Nc Job t,; 05 . orb T3 - ootx -tS- S i t "Net G 1 1 0 4s 5 P ° r I1 Ii1IIiIk: j� :Ju j ;:,— rr.,y rrs�ar�r __�,s_�. " ,i _ . hit m un_ r NNW S .tea an K -w. _,= • 11i inil t 11. i • NM ammamm MI - - ' � s Km :IMEENIIIMININIIIIIJIII , V -° M1111111MXIME1111111 d SEI d1� 'k5F, S ' , lai 5' Sk S HP( t5eP _ _ . , l..ac,a'"�� G - 0455 mkg icef if)1 1 t E .1.) 11 15 ii CC?S SW Catty Street - PO Bat ?3774 Tigard ar@QOA 87,e'131 • phone ma) 6 • p {gam 6844436 09/15/2005 16:13 5037370147 ALLEN ACOUSTICS PAGE 11 09/15/2005 15:04 FAX 503 645 5957 ROEj,$SON CONST. 0010/010 ' Yrl \. /i . sr�W4— r.M►r . —r ...v� —ry rY r�vv� -S.-- .... .. .., ... - ..... N.Plicolll Protect: t ,6ERTA RIDSR M_EMNTARY SCI Page; Client ,ALL'EN ACCUSTfCS, NC. BT. 6` INC, Jab No.: 05,240 Clout 8 - 24•25 I SEISMIC BRACING OF CEILINGS IN CORRIDORS WITH A MAXIMUM WIDTH OF 12 FEEL_ /' / 7 IIWI PERM' i tR WIRES il S` TYPICAL +tAt' 0ER WIRES IA 4'4' O.C. 11 RUMMER , PAP mar IAkT_ ENDS OF MAIN RUNNERS TO WAU. V ©e'-O 0.C_ (EA_ SIDE) ATtACN WALL !�� ANGLE TO7 WAU. S7UOS ON EA. SIDE OF 4 # t l t f E T CONNECTION Wi S SCI1EWS (M K V PTRATTON WTy+! ATTACHING TO WOOD) BOTH °-ND$ OF ON5 12' -0' MAX. MAX 12 FOOT MTH NOTE: THIS DETAIL. MAY SE USED IN ROOMS UP TO 12 IN WIDTH R SEISMIC LOAD AT EA. RIVET : (12/2)(8)(1.19psf) =57# II USE OPEN END RIVET - ' 5052 ALUM. RIVET Wl ALUM. MANDREL BY „ POP' PART NO. AD42ABS lir" RIVET (OR APPROVED EQUAL) R SHEAR CAPACITY 9564: ULTIMATE SAFETY FACTOR = 155 57 T 2.7 01.< 9025 SW Geritir Street - PO BOX 227$4 Tlpard. Orson Q1; • Mora (503) 225-20$8 Fax (503) 6844038 09/15/2005 16:13 5037370147 ALLEN ACOUSTICS PAGE 01 LLEN /%COUSTICS. NC. 55 NE Farragut Suite No. 2 .Portland, Oregon 97211 Phone: 503-737-0145 Fax: 503-737-0147 PaX To: Val Henzeo From: Rick Kunzat Fax: 503-624-3681 Pages: 12 Including Cover Phone: Date: 9/15/2005 Re: Alberta Rider Elementary Schocl CC: Acoustical Ceiling Engineering 0 Urgent x For Review 0 Please Comment 0 Please Reply 0 Please Recycle Val, Attached is the engineering for the aco stical ceilings by Nicoll. Please note the engineer of record WEN has reviewed the attachment. Please let me know if there are any probl ms or when I can receive a copy of the approved status. Thanks, Rick Kunzat Estimator / Project Manager 09/15/2005 16:13 5037370147 ALLEN ACOUSTICS PAGE 02 09/15/2005 15:02 PAX 603 043 5337 ROMNSON CON° 2001 /010 141—i—IFEWOOTV TRANSMITTAL o. 00390 CONSTRUCTION 21390 MN AMBERwnrJO ORIK pas) °ae � ° PROJECT: Alberta Rider DATE: 9/15/2005 TO: Arming - Johnson Company REF: Submittals Attn: Jason Roach 10965 SW Commerce Circle, Ste D Wilsonville, OR 97070 FAX: 503 - 682 -9884 lob #: 05149 VYE RE SENDINfa: SUB�9 b FOR: _ACTION TAKEN: Shop Drawings/Product Data ❑ At»al C7 Approved as Submitted —fit ❑ Your Use ❑ as Noted ❑ Prints gf As Requested ❑ Returned After loan ❑ Change Order ❑ Re11ew and Comment ❑ Resubmit _ ❑ 'Plans — LI submit ❑ SENT ❑ Returned ❑ Specifications •.4 Attached r Returned for Corrections 1E Other: Mods from Submittal ❑ Separate Cover Via: Mail ❑ Due bate: PACKAGE SUBMITTAL REV. COPIES DATE DESCRIPTION STATUS 09520 4 001 1 9/15/2005 Title: Shop Drawings - ACT Engineering APP Desc: Acoustical Treatm Remarks: CC: Allen Acoustics - Rick Kunzat _7 31- Olfl Signed: Mike Flannery Field File 09/15/2005 16:13 5037370147 ALLEN ACOUSTICS • PAGE 03 09/15/2005 15:02 FAX 503 845 5957 ROBINSON CONST.. Q002 /010 uu 69/13/2005 08:43 5032038122 WD\ INC PAGE 01/02 • ov To: Ems FAIL* ASSOC!Btes From: Jkn Gipe 503294.0527 Date: September 13.2005 Job Name: Alberta Rider Elementary Attn: Michel Bail! Greg Weiler Job No.: 03320 cc: Robinson Construction — Mike Flannery Ppa: t73320V2Q6.obc Jobsite 603.598.0753 Re: 09520 Shop Urawinga We are sendm9 You the following kerns; ❑ Drawings [originals) ❑ Drawings (copies) la Report 0 Proposal ❑ Calculations SpecikatIons ❑• Letter n 8ketehee • AL Other v�,: AC..Fec 2 - pages incr. Cover 0 Mossangar ❑ Mail O Express Delivery These Items are: O For approval 06-For your use Q As requested MI For review R comment • • Reviewed 8s noted, • • • • Signs • �..f0/ Glpe, P.E,, 5442 9W Bmavertocl- Hillsdale Hwy, vice 210 • Partt®nq OR 97221 • tit 503.203.8111 tic 503203,8122 • www.wdyl.aorn Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 Carlson Testing Inc • Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 -9155 FAX (503) 684 -0954 FAX (503) 589 -1309 FAX (541) 330 -9163 Special Inspection FINAL SUMMARY LETTER September 21, 2005 T0407118 City of Tigard 13125 SW Hall Blvd., Tigard, OR 97223 -8199 Attn: Building Department Re: Alberta Rider Elementary School 14850 SW 132 Terrace- Tigard Permit# BUP2004 -0011 Dear Sir or Madam: This is to certify that in accordance with Section 1701 of the Uniform Building Code, Title 24, we have performed special inspection of the following item(s) per our inspection reports only: Reinforced Concrete • Installation of Cast in Place Anchors Installation of Adhesive Anchors Installation of Expansion Anchors Structural Masonry Structural Steel — Fabrication & Erection, includes verification of welder certifications, weld procedures and material certifications. All inspections and tests were performed and reported according to the requirements of Project Documents and, to the best of our knowledge, the work was in conformance with the approved plans and specifications, approved change orders and applicable workmanship provisions of the State Building Code and Standards, as well as the structural engineer's design changes, approvals and verbal instructions. Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If ther- = re any further questions regarding this matter, please do not hesitate to contact this office. Res!: fully submitted, CA" SON TESTING, INC. ames F. Hietpas Operations Manager JFH /ks cc: Tigard - Tualatin School District #23J- Stephen Poage Walker Diloreto Younie Inc- Bob Walker EEA Architects PC- Greg Weiler Robinson Construction Co- Dave Haggard Cornerstone Construction Mana ement- Craig Markus IT • 02/15/2005 14:29 5032940827 EEA ARCHITECTS PAGE 05/08 13v -oo5act • Fire Marshal's Offices i of z so Sly t3 a-'A" TAR �r + i j!larth Division South Division East D v n :::6% .. . � . • , , 14480 SW Jenkins Rd. 7401 SW Washo Court 624 7th Street ' Beaverton, OR 97005 Tualatin, OR 97062 Ore OR 97041 Tualatin Valley (503) 356.4799 (503) 612 -7000 (503) 65 6 re •& 'Rescue Fax (503) 644 -2241 Fax (503) 612.7003 aF40�) 657 S - Pagel °fz Ruildina Sur Report - G D i v - -( / v ey epor ' FMZ : ' (to be filled out by TVF &R) Code Edition:_ (- I - I0A7 Name of Facility: _ATI-dkoj•-ar pit... _ -'_ ri Name of Building: __ . 'a-' ,., 1716 _ .• Address; - /2 ._ +2_� _ 'LPL -'t.. 1�!'g_ . Owner: 1�1 i 4 T&&-~L A-, _ t (4kt._ Telephone No. ( 5 ) 43L 4c Architect: R __ V GT6 Telephone No. (4;4) V4 f (p Architect Add ress: i __ 621.tz_ LL�z __t e,W.... ezr . f ____� 2 R 2. d �e�+ SkC i WF,a, ., 1 �l , �� ":na;,• � , ��, w f ..L. � l�� ,io . .���ri" if!fe 'S^VaxN.rraC�: ;c�4 ��," ,'i:�;�N;, ,a�:r 7�'J��•� ���.�, �,;.G, ,�: ,;,.0 1 bR'��^ +�;�71 �''.. . , g; +' `3 -� i.;rl Q4 :i. , ,��"'�i�? •'; ,:a:a.,,`•' %�.,A� _.� ';e.r,rf�t 1'�;.k -: ,. ��� ,,,�, ..�..,. Vii. �' ..*� ���.,_ �.,: •�4t, - � ' <;' ".'• ",- ,.� � , . � .. ��t. �4��. w � a >� 6 �e �.. , �. ..� ,���� . .,.,al,...�:. i�'.. .. ,.,i,; :¢�.:r�kL �. � rPY�: � ���'� ,� _ .a,J.� ": =.„ 51t��,k. -.: 'i';�� 1. Occupancy - �� Type y , IUsc I � , . } Capacity '/ ? 6, . } / 2. Construction Typc � Year Built - 3- Area (Sq- FL) * Total e� Largest F1oor,4.4 «C' Basement �3 rt r! 4. Stories ,,(;. No. 2 IHcight 5Ca* pfbrzer High Rise CI AN 5a, Exterior Wall Construction "-- om .. j/ r t S - vt7 ir �IaGK. n.leNeO}'Z i I;,rhegc7c . b_ Opening Protection LO Y{p„ 9- l er )' 6. Interior Wall Construction 4 . j erpct, , - „ / s c 4 . c. 7. Floor Construction 1 .4 ,0 6 .c,..../..1F, / C' l ' i _ 'ti0L )d5 1S 8. Roof Construction r� i , � � � 3 cs is ri _ ,, 9. Attic Draft Stops Art (+t, No. ('g MeV 10a. Occ. Sep. Wall Construction MK No. 1 I -.X- ( K. d�# b. Opening Protection lla. Area Sep. Wall Construction motrt No. 0 b. Opening Protection 4G- , 12a. Smoke Barrier Wall Construction Ortirl No. 1...E/ I b, Opening Protection .47‘" ter- , 13a. Corridor Wall Construction , its, ` e /t . . C - -14-V- �� `a. e. �c., b. Opening Protection. 12'' [ t fir l Y °n) i • 14a. Conidor Ceiling Construction 6ItCP6 t9 Pr tz l— 37ZrD l` )/ (Y- l Q b. Opening Protection ✓ce 15a. Shafts '— No. Typc 1 b. Opening Protection Z > • 1,.., 7 1 • 02/15/2005 14:29 5032940827 EEA ARCHITECTS PAGE 06/08 / Bn S ulve Re ort FMZ : (to be filled out by TVF &R) r Name of Facility: A r • 1/43- Ti v41 P 4 f • �� w �wr yy !i; �; % 1 j r � � y f �1' ,amhrrnxcary ENE d.. k� ...�7 "r a,T ". ,�,.r, �o7r-r�9.y,�' µ t i:r t x ,� .. • �.�, �v n. �T,,` w rF °`.'1„ f j �✓i 7 ° ', . >rM1�k E y.bE'{rC' t'�„. �3. : , � , r 'id.,:V`,. l.oi . � n ��, ° &::�.�� °� � �. ,: b,':I . , , � � II;aFi r ,•� �. ' ; 4��'F� �'C��'I�; , ff��: ,F.q:' -' 16a. Stair Enclosure No. b. Opening Protection ,�--- 17. Stairs G(/ • No. .""S • 18. Ramps j 6, • No . 19. Interior Finish Class 1.76, Room ( rridor Exit Enclosure 20. Exits No. Ste ftliG5Total Width , 2I. Exit Hardware Type C 22a. Exit Signs/Illumination ez■iE5:-VeJNI.JS b. Emergency Lighting • 23. Auto Sprinkler Coverage ....( � \ . t. J Pint. S, 24. Standpipe Class/Locations 1 k4 25. Fire Alarm Type/Coverage Y r, * gg ... W7 26. 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