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Plans BU P2005-00097 TIGARD HS GIRLS LOCKEROOM 9000 SW DURHAM RD L1Mi 17, 2006 { CITY OF TIGARD OREGON Tigard Tualatin School District Stephen Poage 6960 SW Sandburg Rd. Tigard,OR RE:TIGARD HIGH SCHOOL GRILS LOCKER ROOM/CE 2 TRANSETION ROOM Project Information Building Permit BUP2005-00095 Occupancy Type: E Tenant Name: Tigard High School Construction Type: V-B Address: 9000 SW Duram Rd. Occupant Load: 273+/- Area: 9,178 Sq Ft Stories: 2 The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2004 edition; and the Tualatin Valley Fire&Rescue Fire&Life Safety Requirements for Fire Department Access and Water Supplies (Based on the 2003 International Fire Code as amended by TVF&R).The submitted plans are approved subject to the following conditions. 1. Special Inspection is required for all welding,bolting,adhesive anchors and anchor bolts, concrete and reinforcing steel and structural masonry as per sec.1704, 1705, 1707 and 1708. The special inspection agency of record shall furnish inspection reports to the Engineer of Record, Nishkian Dean,the General Contractor,and the City of Tigard,Building Division,attention Hap Watkins.All discrepancies shall be brought to the immediate attention of the general contractor for correction.The special inspector shall submit a final signed report stating whether the work requiring special inspection was,to the best of the inspector's knowledge,in conformance with the approved plans and specifications and the applicable workmanship provisions of the code. 1704 OSSC 2. All exit and exit access doors shall not be provided with a latch or lock unless it is panic hardware. Section 1008.1.8 OSSC 3. All exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. 1008.1.8 OSSC 4. The means of egress width shall not be less than required by this section (Sec. 1005.1).The total width of means of egress in inches shall not be less than 72 inches in Group E with a corridor having a required capacity of 100 or more. 5. Exit signs shall be illuminated at all times and shall be provided with a second source of power that ' ? will provide 1 1/2 hours of illumination in case of primary power loss. 1006.3 OSSC FYI Additional { exit signs may be required by the city field inspector to clearly indicate the path of egress. 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 TDD(503)684-2772 6. The means of egress shall be provided with illumination of not less than 1 foot candle at the floor level anytime the building is occupied.The means of egress illumination shall be provided with a second source of power in case of primary power loss. 1006.2 OSSC 7. Deferred submittals such as Fire Alarm, Fire Sprinkler,Truss Joist Shop Drawings,etc,will be charged a deferred submittal fee based on the valuation of the portion of the work being deferred.The minimum fee shall be$200.00. 8. American with Disabilities Act(ADA): It shall be the responsibility of the Architect,Engineer, Designer,Contractor,Owner and Lessee to research the applicability of the ADA requirements for the structure.The City of Tigard reviews the plans and inspects the structure only for compliance with Chapter 11 of the OSSC,which may not include all of the requirements of the ADA. 9. Live Loads Posted:The live loads for which each floor has been designed to exceed 50 psf shall be conspicuously posted by the owner in that part of each story in which they apply,using durable metal signs,and it shall be unlawful to remove or deface such notices.The occupant of the building shall be responsible for keeping the actual load below the allowable limits. 1603.3 OSSC 10. Safety glazing including but not limited to:the following locations: Each unit of glazing shall be permanently identified by the manufacturer.2406 OSSC. Some of these locations are as follows: a. Glazing in ingress and means of egress doors. b. Glazing in an individual fixed or operable panel adjacent to a door where the nearest vertical edge is within a 24" arc of the door in a closed position and whose bottom edge is less than 60" above the floor or walking surface except when there is an intervening wall or other permanent barrier between the door and the glazing. c. Glazing that meets all the following conditions: In lieu of safety glazing,protective bar(1 1/2" height minimum) may be installed on the accessible side(s) of the glazing 36" ±2" above the floor. The bar shall be capable of withstanding a horizontal load of 50 plf without contacting the glass. Sec. 308.4 Approved Plans: 1 set of approved plans,bearing the City of Tigard approval stamp,shall be maintained on the jobsite.The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.3.1 OSSC Certificate of Occupancy: No building or structure shall be used or occupied until the Building Official has issued a certificate of occupancy 110.1 OSSC Premises Identification: Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. When submitting revised drawings or additional information,please attach a copy of the enclosed City of Tigard, Letter of TransmittaL The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectful) `t Val enze enior Plans Examiner March 16, 2006 •�I CITY OF TIGARD OREGON Tigard Tualatin School District Stephen Poage 6960 SW Sandburg Rd. Tigard,OR RE: HVAC MODIFICATIONS—GIRLS LOCKER ROOM/CE2 TRANSITION AREA Project Information Building Permit MEC2005-00102 Occupancy Type: E Tenant Name: Tigard High School Construction Type: V-B Address: 9000 SW Durham Rd. Occupant Load: 273 +/- Area: 9,178 sq ft Stories: 2 The plan review was performed under the State of Oregon Mechanical Specialty Code(OMSC) 2002 edition.The submitted plans are approved subject to the following. 1. The building or structure shall not be weakened by the installation of mechanical systems.Where floors,walls,ceilings or any other portion of the building or structure are required to be altered or replaced in the process of installing or repairing any system,the building or structure shall be left in a safe structural condition in accordance with the Building Code. OMSC 302 The cutting,notching and boring of framing members shall comply with OMSC Sections 302.3.1 through 302.5.3. 2. Ducts shall be supported with approved hangers at intervals not exceeding 10 feet or by other approved duct support systems designed in accordance with the Building Code. Flexible and other factory-made ducts shall be supported in accordance with the manufacturer's installation instructions. 603.10 OMSC 3. Metallic Ducts shall be supported in accordance with Sheet Metal&Air Conditioning Contractors National Association,Inc. (SMACNA) —Metal and Flexible. OMSC 603.4 4. Each appliance shall be provided with a shutoff valve separate from the appliance.The shutoff valve shall be located in the same room and within six feet of the appliance served.Access shall be provided to the shutoff valve. C409.5 OMSC 5. Equipment and appliances regulated by this code requiring electrical connections shall have a positive means of disconnect in accordance with the Electrical Code.301.7 OMSC 6.Appliances serving different areas of a building other than where they are installed shall be permanently marked in an approved manner that uniquely identifies the appliance and the area it serves. 304.10 OMSC 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD (503)684-2772 7. Appliances shall be accessible for inspection,service,repair or replacement without removal of permanent construction. 306.1 OMSC 8. Manufacturer's installation instructions shall be available on the jobsite at the time of inspection. 304.1 OMSC 9. Condensate from cooling coils or evaporators shall be collected and discharged to an approved plumbing fixture or disposal area. 307.1 OMSC 10.Smoke detectors shall be installed in return air systems with a design capacity greater than 2000 cfm. Upon activation,the smoke detector shall shut down the air distribution system. Smoke detectors shall be connected to a fire alarm system and shall activate an audible and visible alarm at a constantly attended location.606.2,606.4&606.4.1 OMSC 11.Appliances installed on roofs or elevated structures exceeding 16 feet in height shall be provided with a permanent means of access grade or floor level. 306.5 OMSC 12.Guards shall be provided where appliances are located within 10 feet of the roof edge or open side of a walking surface and such edge or open side is located more than 30 inches above the floor,roof or grade below.The guard shall be 42 inches above the elevated surface with an intermediate rail so as not to allow the passage of a sphere,21 inches in diameter. 304.9 Mercury Thermostats.The State of Oregon prohibits the installation of thermostats that contain mercury in commercial and residential buildings."In accordance with ORS 455.355,the disposal of thermostats that contain mercury shall be in accordance with programs established by thermostat manufacturers,their representative or distributor,or by delivery to sites that will ensure that the mercury does not become part of the solid waste stream or wastewater." Approved Plans: 1 set of approved plans,bearing the City of Tigard approval stamp,shall be maintained on the jobsite.The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.4.2 OSSC Premises Identification:Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. When submitting revised drawings or additional information,please attach a copy of the enclosed City of Tigard,Letter of Transmittal.The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectfully, "";e.ego Val Henzel, Senior Plans Examiner March 21, 2005 rlle d_4111-CflYOFTIGkQD t RE!GON Electrical Permit No.: ELC2005-00144 Address: 9000 SW Durham Project name: Tigard High—Girls' Locker Room Plans Dated: March 4, 2005 The plan review was performed under the Oregon Electrical Specialty Code (OESC)2002 edition which includes the 2002 edition of the National Electrical Code(NEC). All inspections will be under these same codes. The submitted plans are approved subject to the following conditions: 1. All conductors must comply with NEC 310.15(B)(2) (more than three current carrying conductors...) 2. The fire alarm system and details shown on the submitted plans are not part of this plan review. 3. Existing wiring shall not be considered in violation of current standards as long as it complied with the minimum safety code standards,NEC or OESC in effect at the time of installation(OAR918-305-0000). Any existing wiring that is altered or relocated shall comply with current code standards. 4. Grounded conductors(neutrals) of different systems installed in the same raceway,cable, enclosure, etc. shall have continuous outer coverings that will distinguish one system grounded conductor from another. (NEC200.6(D)) 5. All 277 volt snap switches ganged in enclosures such that the voltage between adjacent devices exceeds 300 volts must be installed with permanent barriers between adjacent devices (NEC404.8(B)). Plastic or metal "add-a-depth"rings do not qualify as permanent barriers. 6. All boxes and enclosures for the emergency system shall be permanently marked so they will be readily identified as a component of an emergency circuit or system (NEC 700.9(A)). 7. Wiring of emergency circuits shall be kept entirely independent of all other wiring and equipment(subject to specific exceptions (NEC 700.9(B)). 4 8. All AC systems in the building must be connected to a common grounding electrode system per NEC 250.58. 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD (503)684-2772 9. Transformers shall be located to provide clearances and ventilation required by NEC 450 and 110.26. and manufacturers installation instructions. 10. Transformers that are designed to be mounted on a solid floor or shelf have ventilation openings in the bottom that are not small enough to protect against the accidental insertion of foreign objects when mounted overhead. Such transformers shall require a solid shelf or solid guard panel below them to provide protection equivalent to being floor mounted(NEC 450.8(B)). 11. Mounting of transformers shall comply with Oregon Structural Specialty Code including requirements for seismic bracing. 12. All equipment requiring servicing shall have a 120 volt receptacle within 25 feet (NEC210.63) and when located on a roof it shall have GFCI protection(NEC 210.8). 13. All HVAC equipment shall have a disconnect within sight. (NEC424.19 and 440.14) 14. All equipment to comply with NEC 110.9(...sufficient to interrupt available current...) 15. Luminaires installed in shower areas shall be marked"suitable for wet location"or "suitable for damp location" (NEC 410.4). 16. Class 2 and 3 circuits must comply with NEC 725.55 (separation from power and lighting...) 17. All HVAC equipment shall be installed so that it is readily accessible (per NEC Article 100) after all finishes, suspended ceilings and fixed furniture, cages, etc. are in place. (NEC 110.26, 404.8, 430.107, 440.14) 18. Americans with Disabilities Act (ADA): It shall be the responsibility of the Architect, Engineer,Designer, Contractor, Owner and Lessee to research the applicability of the ADA requirements for the structure. The City of Tigard reviews the plans and inspects the structure only for compliance with the OESC which may not include all of the requirements of the ADA. 19. Approved Plans: One set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. Sincerely, ti Kim Appleberry Electrical Inspector ____ ,�, 3.�1i0'"`�!' x,1.5 RECEIVED cr'tla 1�s�tii�aa � Tigard High {,.��aaV ii adds f. �IIIM�A'�"" `ali 533��'�IM�". II_ ► DT VISION owner 4. r Tigard-Tualatin SD 23J cE2/T st. & Gel L k R R d l 6960 SW Sandburg St. Tigard, OR 97223 : (.°-',i r 4::',i1 000 f: (503)4314047 project manager CONSTRUCTION SET !TY.OF TI. AR® �►00r � i,r {,,, j ,J t 2 0<): Milstead &Associates it§tiohdttlortstiy Letter to Approved w ( >° Three Town Center g®hly thew work as described in: PERMIT Nos 1 2 4 4 �:� .co ��ett�r �; o„ow ( ):10121 SE Sunnsyside Road, Suite 335 yb ` �j Attach �y ( ): qiackamas, OR 97015 Tigard , itlt: A'`-3- ``�`"'°1--' Date:=3T.It.. t: (503) 654-2336 f: (503)654-2698 . 9000 SW Durham Rd „, architect Dull Olson Weekes Architects Inc. 319 SW Washington Street Suite 200 CONTENTS z. Portland, OR 97204 t: (503) 226 6950 f: (503)273 9192 structural engineer Nishkian Dean 319 SW Washington St. Portland, OR 97204 architectural structural t: (503) 2741834 f: (503)273 5696 A0.11 MAIN FLOOR CODE SUMMARY S1.0 STRUCTURAL NOTES E".Z.7-17a. mechanical engineer A0.13 MAIN FLOOR EXITING PLAN coed►t onaiAd = __ s: MFIA Inc. pn � �: S2.1 FOUNDATION PLAN AND DETAILS - GIRLS LOCKER ROOM PERMlT NO work as described ir� 207 SE Ash St. See t_etter to:Foflnw � j: Portland, OR 97214 A0.30 EXISTING LOWER FLOOR PLAN S2.2 ROOF FRAMING PLAN AND DETAILS - GIRLS LOCKER ROOM �obAd. ess: Attach ( �: A0.40 EXISTING MAIN FLOOR PLAN S2.3 STRUCTURAL NOTES - CE2/TRANSITIONS BY. t . . t: (503) 234 0548 f. (503)234 067 Date: Sifts v A0.60 WALL TYPES electrical engineer mechanical CITE. T Inc. �� 207 SE Ash St. A1.11 LOWER FLOOR DEMOLITION PLAN Approved 72.- A1.21 MAIN FLOOR DEMOLITION PLAN M1.21 MAIN FLOOR HVAC DEMO PLANS Conditionally Approved............... [ Portland, OR 97214 Letter to: Follow t [(5Q3) 234 0548 f: (503)234 067 Attached [ I A2.11 LOWER FLOOR PLANS - CE2 M2.21 MAIN FLOOR HVAC PLAN Permit Number: i4, '• -- ` l• Address: e, . ∎1: .,. ' - A2.21 MAIN FLOOR PLAN - BUSINESS /TECHNOLOGY M2.22 CE2 - MAIN FLOOR HVAC PLAN By:etl } e.1 Date: Wei C, t Q A2.22 MAIN FLOOR PLAN - PHYSICAL EDUCATION M2.23 MAIN FLOOR HVAC PLAN 4.?-1 "Ili A2.40 DEMO/NEW ROOF PLAN A2.41 DEMO/NEW ROOF PLAN M2.41 ROOF HVAC & PLUMBING PLAN .TI ,��r. . �f'' CITY tvl Approved. `1,..- Conditionally Approved I A3.21 BUILDING SECTIONS - PHYSICAL EDUCATION M4.21 MECHANICAL SECTIONS PHYSICAL EDUCATION see Letter t Follow [ 1 Att.,. �1 04 Permit Number. Qta 4•s-00 3 j A4.01 ENLARGED FLOOR PLANS - CE2 / PHYSICAL EDUCATION M5.1 MECHANICAL CONTROLS Address' ,� i k k J� U 1\'''�y,ye-� � t rate., � X11. L A4.11 FLOOR FINISH FLOOR PLANS - CE2/PHYSICAL EDUCATION M6.1 MECHANICAL C L DETAILS & SCHEDULES � �� [�� A5.01 INTERIOR ELEVATIONS M6.2 MECHANICAL SCHEDULES - - e �� - - A5.02 INTERIOR ELEVATIONS y� q5 S `4 �b1 (�a�t F� A5.03 INTERIOR ELEVATIONS k K.r` . : Concrete A5.07 INTERIOR ELEVATIONS plumbing ¢4 A5.08 INTERIOR ELEVATIONS P1.21 MAIN FLOOR PLUMBING DEMO PLANS A5.09 INTERIOR ELEVATIONS � = � �•.� A5.10 INTERIOR ELEVATIONS � i4�.�,�,.�.,:�:;.'�:.�,i=.t`� ==�'=. off A5.11 INTERIOR ELEVATIONS P2.21 MAIN FLOOR PLUMBING PLANS ,. A5.12 INTERIOR ELEVATIONS P2.22 CE-2 MAIN FLOOR PLUMBING PLAN ,ssaF ;'"a`' ,:, - ¢;t "' s.�¢:. ,t...��z .�� .;�� v��°�y.:� it � A6.11 LOWER FLOOR RCP - CE2 P4.21 MAIN FLOOR FIRE PROTECTIONS PLANS t� . s,,.. . = ` Fim-Resisilve MateTi3:s A6.21 MAIN FLOOR RCP - BUSINESS / TECHNOLOGY electrical � A6.22 MAIN FLOOR RCP PHYSICAL EDUCATION .� b t =c. n A8.01 FRAME TYPES E1.0 LIGHTING FIXTURE LIST SYMBOL LIST 0 Speck,i Grading, E' arati Mt i A8.02 ROOF DETAILS E1.11 MAIN FLOOR PLAN - BUSINESS/TECH. DEMO. t ttp As cock"+�.� 7 A9.01 INTERIOR DETAILS E1.21 FLOOR PLANS - CE2/PHYSICAL ED. DEMO. -Y =- s 1 I A9.02 INTERIOR DETAILS A9.03 INTERIOR DETAILS E2.11 MAIN FLOOR PLAN - BUSINESS TECH. LIGHTING E2.21 FLOOR PLANS - CE2/PHYS. ED. - LIGHTING E3.11 FLOOR PLAN - CE2 - POWER ONE LINE DIAGRAM , ii '. i E3.21 FLOOR PLAN - PHYSICAL ED - POWER E4.11 MAIN FLOOR PLAN - BUSINESS/TECH. SIGNAL E4.21 FLOOR PLANS CE2/PHYSICAL ED - SIGNAL ¶ ' ' , - ;i , ! � to \i r.--- N j, , ii.,. . i-n ( �� , .. ----L ,--Lt,- Sr I 1-ACI -'-±"---1-- )4.1i i I ir , i ,,,\7- ' ..,, _., i , ,, i/ Or 74 H t. - 4 I ,�, if4 ______ ,,rill 016. l iti - Af , ..;;;,. i 1 i 0 cp E It ...�A*ølb a) (pc-) \ IX O 1 L 1 0- 1 S fardHigh ! r j:a •chool a j a .iA strxED OM F--- ► ysit00% RD ;; rr , '' L.a) - d■ dill al > ....SC I :1 ; f - N ,�,�� ..... 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Tigard c o o l Phase D U L L O L S O N W E E K E S n 0 I � arcets ic0 ..... ,, -: Q rans� ions �r s oc er oom emo e o sv m o p Cli) 0=.I CO CD 4=. '1/4c , ..� THE CITY OF TIGARD NOISE ORDINANCE Z o o C7 L�---ice- PROHIBITS CONSTRUCTION ACTIVITY IN �� N o o .- Tigard-Tualatin School m ■ 1" o �.,} z EXCESS OF 40 DECIBELS BETWEEN 73 CA) ,� _ 9:00 PM AND 7:00 AM MONDAY o 1 THROUGH FRIDAY, AND BETWEEN 9:00 co Z z: m -'� 9000 SW Durham Rd Phone: X503) 431-5400 PM AND 8:00 AM ON SATURDAY AND CID M cn ` I _ �--�— Tigard, 97224-5539 SUNDAY ga , Z Q 319 SW WASHINGTON ST. #200 1 PORTLAND, OR 97204 Z t: 503 226 6950 1 503 273 9192 1 www.dowa.com i ARCHITECTURE + INTERIORS + PLANNING i wilumme EnsI — .1- E Q cz Cl) •..1 c) t-... • ILI cs) tt ct o U.' Si a w . _.., I 1-- _ z 0c o cc:Ng 0_ ,._ - 0, Z ''' 0:, cy, E p... NI NJ 0 *c"; *k ci) c,, 1.-. 0, c/) .4"' cr) 14, ...I '"" Z ,....., •• 0 4-- CD 4=. 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N11111111111111111•1111111•1111111111111111111111•11•11111111111•1111111 MINIM -1-' . . 11•11•111=11111111111111 •111111111•11111111111111•111•111111111111111111111111111111111111111111111111111111 phase 4 CONSTRUCTION . ___________ -- .....-- -„,„ . • • —...... -,,, -,,,,,, •111111111111111111111111111■1111•1111111111•111111111 1111111111111111111111111111 1 DOCUMENTS CN .... date 03.01.06 1 revisions ,.._ 0 P ,4- 0 NI 0 ..-- u) -16 0 L- .-- to o W _J LT. ----' ..,--- LI project# 102054 1.1 _J EXISTING MAIN . FLOOR PLAN TRUE PROJECT < 0 NORTH NORTH A0 . 40 rn I-6 EXISTING MAIN FLOOR PLAN (i 4 by" i 1---- \ Cri A 0.40 5GALE: I" = 30'-O" / \ IF ............., Li m i----- VARIES- / SEE PLAN (I) LAYER 5/8" GYPSUM `ly"'.i WALL BOARD EA. SIDE 0""' . f 5/8" GYPSUM WALL Mil (I) LAYER 5/8" GYPSUM , (I) LAYER 5/8" GYPSUM M�� BOARD IP/ml ,,,, Al: 6" METAL STUDS AT WALL BOARD EA. SIDE WALL BOARD -; � �o� �.�: 16� D.G. 2X6 STUDS AT I6" D.G. ��; A2 8 METAL STUDS AT 3 I/2 METAL STUDS I I/2 METAL STUDS AT ;�,� b r... •. . •Ft/ 0- ,�,�.� ARCHITECTURE + INTERIORS + PLANNING .,41111° 16" D.G. `: AT I6" O.G. 16" D.G. ��: A3: 12" METAL STUDS AT `►""1 SOUND BATT INSULATION 16" D.G. ~ TAG 0,; ~ -� TAG ill'.'�=''� TAG 'E.i� TAG i►_•i! SIDE 5/8" GYPSUM WALL 6" CONCRETE MASONRY Si" CONCRETE MASONRY, SIDE :.�� - 50UND BATT INSULATION PART ALLY GROUTED SIDE :-►•� - �:.. P LL 51 DE �" � 1: BOARD SEE STRUCTURAL FOR �""'� F. O. EXISTING WALL SEE STRUCTURAL FOR !m/ SOUND BATT INSULATION �/� . ►� �,,,,,�w RE I NFORG I NG OMIT INSIDE LAYER OF k OMIT INSIDE LAYER OF �' O o REINEORGING �S; GYPSUM WALL BOARD 1� �;�� to N U r""� �"'I GYPSUM WALL BOARD r. • �""'I+ AT NON-RATED CHASE '1 r 40 AT NON-RATED CHASE re W a' ��, I I/2 METAL STUDS AT ;�� ..r a: WALLS A#X: OMIT INSULATION I6" O.G. r WALLS A#X: OMIT INSULATION �►! - �; # �' '"� 1 Cr 0,4 � A AR: ABUSE RESISTANT -�.,■,. A#X: OMIT INSULATION d M� GYP. D. ABOVE �"", w -,. .*Ile # 1�' G • B ( A 14: 3 I/2 METAL STUDS A#AR: ABUSE RESISTANT E-- _ A AR: ABUSE RESISTANT <�►1 <F v et GYP. BD. (ABOVE WA I NSGOT WHERE ,:: ►� OCCURS) TO 8'-O" T 16 O.G. GYP. BD. (ABOVE o c,c,, WA i NSGOT WHERE : WA I NSGOT WHERE io•w. •"� °' •- •`` `� A.E.E. GORRIDOR Al' '� °' OCCURS) TO 8'-O" ( A#X: OMIT INSULATION OCCURS) TO S O V z y o r, A.E.E. (GORRIDOR SIDE ONLY) NOTE: A-15 WALL TO HAVE RIGID INSULATION A.F.F. (CORRIDOR 0 v ° N SIDE ONLY) A 14 WALL TO HAVE RI I BATT INSULATION SIDE ONLY) 0 o; ,�, WALLTYPE A15 ALL TYPE B 1 62 WALL TYPE B2 .ti'WALL TYPE A6 A,3 WA L L TYPE A 13/A 14 W o i WALL TYPE A 1 /A2/A3 A� _ • SCALE: I" = 1'-O" ' O.6• SGALE: I" = 1'-O" ' O.6• SCALE: I" = 1'-D" ' 0.6• SCALE: I" = 1`-D" O,(� ` SCALE: I =I -O 0.6 SCALE: I -I -O z c.9 O O.h• ac co J N Un M = O CI 7.--) �E - 11/2" RIGID INSULATION rI . WP 1200: GYPSUM WALLBOARD, METAL STUDS ,40.000 4 i! OirlAkii (!) LAYER 518 GYPSUM WALL BOARD ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIED AT .z: i.00.. j:: RIGHT ANGLES OR PARALLEL TO EACH SIDE OF 3 5/8" METAL STUDS 24" D.G. 0 s..":'' ,l WITH I" TYPE "5" DRYWALL SGREWS 8" D.G. TO VERTIGAL EDGES AND 12" O.G. TO 0 z o 0 11 ,4 1 I/2" METAL STUDS AT TOP AND BOTTOM RUNNERS AND INTERMEDIATE STUDS. STAGGER ALL VERTICAL Q Q TAO �',/� : TAG ri:� SIDE sv��>�' ''/� 16 D.G. AND HORIZONTAL JOINTS 24 O.C. EACH SIDE AND OPPOSITE SIDES, z~'-'-'>- z SIDE � �►.,�� ov �awo" � 8" CONCRETE MASONRY w Q w o 1-D-____-- 0 8 CONCRETE MASONRY m WP 3510: GYPSUM WALLBOARD, WOOD STUDS (n z M m r' i )1 ONE LAYER 5/8" PROPRIETARY TYPE X GYPSUM WALLBOARD OR VENEEER BASE E o v m Q o Ar IPA 3/8" CEMENT PLASTER j 3/8" CEMENT PLASTER APPLIED PARALLEL WITH OR AT RIGHT ANGLES TO EACH SIDE OF 2 X 4 WOOD Q 0 °o r Am _4 STUDS SPACED 24" O.G. WITH 6d COATED NAILS I /8" LONG, O.OQ15" SHANK, I/4" n r. Q Q ro.rman fail tw.A HEADS, 7" D.G. WALLBOARD NAILED TO TOP AND BOTTOM PLATES AT D.G. Ct I=o 0 o 0 0 STAGGERS JOINTS 24' EACH SIDE o c w zz CY o0o' E o �_"= �„ mc=�r»- A#X: OMIT INSULATION p ° z 0 i .fa_e ii.i< a 3 F--CT.. ( ) v= w oQo B3 WALLTYPEB3 63 WALLTYPEB4 Ce E .4...,' O.SS• SCALE: I" = 1'-O" ' O.6• SGALE: I" = 1'-0" C)-C o _� (1.) -I o M a„ --- ,. cr) —II 0 a 0= "IC 0 Cl. _ O C • 0 mow. (1.9 ....= ..c 0 4■2t0 CL o Cf) 0 c 11•. -E CO o t _ Co i_ co , Ms, a) CA = LLc) II min E N Mco N E P�- U L 0, � FN. : Es.- co -I••• O N U) - CO W o L- ai .NMI -� o 411 • 0 0 9 o Un ID O / C C) Q N v E 1 O oi- / k e y Et p l a n O U phase 4 CONSTRUCTION 0 U I DOCUMENTS N / O O N date 1 N revisions g, i U) O (., O U) U)U O i /0 F) O __ILL' li / / I project# 02054 Q _W J l� WALL TYPES i w 0 A0160 N 60 W m E- .11 X X--X---- ----X x--Lt ARCHITECTURE + INTERIORS + PLANNING -4- x i) —1) 1 . / CO Ull 1-- co CI CC 0 ■-,% CS Ili = ! x ILI . i 1 Q Ce 0 (NI a. c. ..-- - . . c*" t+ CV c‘i 0 C.) i•-' C') CD . • D „ x x >, . x x x x . x x >, x x x c..) ..,- i- c c ) = L() _ 1 ----: 0) a . x a a a : __,___ __ _ __ _ _ C E 2 .... _. < (0 " I IRE Wm.. is....m: H .......... 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I COI 1_1f— > 114 -- - 0 limmin•■=1 -____ j I --; Imumr ......1 LC? 11 ___ SCIENCE WING , , i_}, : ,......._, .. U) •=11 a ---: J LoC) IR 11111111111111111111111011111111111111111111111111111111111111111111111111111111111111 i I 11111111111111111111111111111111111111111111111111111111111111111111M1111--'• 1111J1111111111111h 7--- UMW .s:=L r IIIIIII1IIIIM ,d1,11111111111111111M -r----- 1 , , _ ,__, , _ as (I) ...... oh MO I L , - - - --- - - J I 1 )=_, I I I--I tE.- I _I 11± °L..-, ° ' , 1 ' ( / = 111.1c C) 6 am •IMMO 0 C I I 0 NM= C.9 ....= _. 11 ; -A\--- 0 0 a_ 1 i L 0 06 CD . 1 .0 w , . ........ cii) 0 co 0) 1 , _ H H i I H H I CO ....c EN 7-6 -0 U, a) U) = Ce U•I) ■:1- I I I im 13 1... 7:3 sE cc cv, a co 0 c,) ...d. DI mil \ . (2, cm \ -.) r in= (...) i-- / A . , \ , ______ , ) ____, J, LEGEND GENERAL NOTES KEYNOTES __, A. THE DEMOL I T I ON I NFORMAT I ON SHOIAIN 15 GENERAL IN FLOOR I NG REMOVED BY ASBESTOS ABATEMENT ..............-, BU I LD I NG CONCRETE FLOOR SLAB TO f3E 0 ( ...•.•...•. NATURE. THE DRAIN'NG SHEET 15 TO BE CLOSELY CONTRACTOR .......- .... REMOVED \ COORD I NATED NI TH ALL OTHER DRAWINGS 4 0 r= SPEC I F I CATIONS IN THIS PACKAGE. 0 REMOVE PLUMB I N& FIXTURE, SEE PLUMBING DRAW I NO5 o --== REMOVE NALL C3 1:1 B. PATCH 4 REPAIR AT DEMOLITION AREAS, TO PROVIDE. COMPLETE 4 F I NI SHED SURFACE. READY FOR NEIN FINISH. 0 REMOVE HALL FINISH, BASE, DOORS, FRAMES AND STUDS. III I:=1 00 NALL TO REMAIN 0 REMOVE HALL FINISH, EASE, DOORS AND FRAMES DOWN „; NOTES C.. REFER ELECTRICAL DRAIN I NGS FOR WORK RELATED TO (E) TO S1105. REMOVE STUDS AS REQU I RED FOR NEN C L I GHT F I XTURES AND OTHER ELECTR I CAL I TEMS. DEMO (E) CONSTRUCTION. CONCIRETE FLOOR SLAB, IAIALLS, GE I L I NGS, OR ROOF AS REMOVE ALL AIRGH I TEGTURAL ITEMS I NGLUD I NG, BUT NOT 13'3' REQU I RED TO I NSTALL IAIORK. PATCH 4 REPA I R AT L I M I TED TO WALLS, DOORS, NI NDONS, GASEINORK, 0 REMOVE CE I L I NG AND INSULATION TO UNDERSIDE OF .4- DEMOL I TI ON AREAS, TO PROVIDE COMPLETE 4 FINISHED 1 Eldril 11) GE I L I NGS AND LANDSCAPE NI TH I N HATCHED AREA SHOIAIN. SURFACE. READY FOR NEW FINISHES. FLOOWROOF JOISTS IP Mil o E SEE STRUCTURAL, MECHAN I GAL, PLUMB'NG AND p. REFER MECHANICAL AND PLUMBING DRAIAII NGS FOR WORK 0 REMOVE IN I NDOIN AND FRAME 1 .4- ELECTRICAL DRAIN'NG5 FOR ADD I T I ONAL INFORMATION. RELATED TO (E) GR I LLES, D I FFUSERS, DUCTS, PI PE5 4 O OTHER MECHANICAL AND PLUMBING ITEMS. DEMO (E) 0 REMOVE CONCRETE WALL EE SHEET SHEET A2.3 I FOR ROOF DEMOL I T I ON NOTES. CONCRETE FLOOR SLAB, INALLS, GE I L I NGS, OR ROOF A5 k e y p I a n c. . REQUIRED TO INSTALL INORK. PATCH 4 REPAIR AT 0 REMOVE DOOR AND FRAME ...,- O DEMOLITION AREAS, TO PROVIDE COMPLETE 4 F I NI SHED I,_ -4- SURFACE. READY FOR NEIN FINISHES. 0 REMOVE METAL PARTITION phase 4 1 CONSTRUCTION CO C 0 0 E. INFORMATION PROVIDED ON THIS SHEET IS I NTENDED AS C!4 REFERENCE FOR THE CONTRACTOR AND 15 I NGLUDED TO 1 0 REMOVE LOCKERS AND BASE-DEL I VER LOCKERS TO DOCUMENTS .4- SHOW SPEC I F I G GOND'TI ONS. THIS DRAIN'NG MAY NOT OWNER 1 o o DESOR I BE ALL DEMOLITION WORK NECESSARY TO date 03.01.06 N COMPLETE THE PROJECT. CONTRACTOR 15 TO PERFORM 0 REMOVE LAY-IN GE I L I NO AND 'RI t7 (1) ALL DEMOLITION WORK, PATCH'N& AND REPAIR REQUIRED I TO PROVIDE COMPLETED PROJECT AS DESGR I E3ED BY 12 SAN GUT AND REMOVE CONCRETE SLAB sions -o CONSTRUCTION DOCUMENTS WHETHER OR NOT SHOWN ON E a a, THIS DRAW'NG. 0 REMOVE LOGKER - CONCRETE BASE TO REMAIN •I-- to F. COORD I NATE WI TH DI STR I GT PERSONNEL REGAIRD I NG 0 SALVAGE OF DEMO ITEMS. DEL I VER OR HOLD SALVAGED 0 REMOVE DOOR o I TEM5 A5 D I RECTED BY DI 5TRI GT. D I SPOSE OF ALL OTHER I DEMO I-TEM5 AND DEBR I 5 0 REMOVE GAE3 I NETS-SALVA6E FOR RE-INSTALLATION .0 2. ta_ G. NOT ALL TEMPORARY/DUST PROTECTION SHOWN. PROVIDE 0 REMOVE MASONRY WALL L REQUIRED PROTECTION. o Lu 0 REMOVE BENCH u._ H. PROTECT EX I ST I NG CONSTRUCT'ON TO REMAIN FROM DAMAGE AND FROM DUST I NF I LTRAT I MECHANCAL SSTMS ADN DUCT OROKN. INCLUDES 0 REMOVE EXISTING' NALL SHEATH I N6-FURR I NS TO REMA I N project# 02054 < 0 REMOVE CONCRETE CURB , z _.., L.T. 1 0 REMOVE FLOOR COVER'N6 LOWER FLOOR CO . 0 DEMOLITION PLAN . 0 REMOVE NA I N5COT I■ to o L.1 H. TRUE PROJECT a o NORTH NORTH A11 • 111 iv* ak, , 1 LOWER FLOOR DEMOLITION PLAN A 2.0 SCALE: I/16" = r01' *Mt I. W \ ....411Ir \‘ ..IW Li ,,-. L...E....GREEMNOVDE GENERALNOTES KEYNOTES BU(LD I NO CONCRETE FLOOR SLAB TO BE A. THE DEMOLITION INFORMATION SHOWN 15 GENERAL IN �i FLOORING REMOVED BY ASBESTOS ABATEMENT REMOVED NATURE. THE DRAWING SHEET IS TO BE CLOSELY CONTRACTOR COORDINATED W I TH ALL OTHER DRAIN!NO5 4 SPEC IF I GATI ON5 IN THIS PACKAGE. O REMOVE PLUMBING FIXTURE SEE PLUMBING DRAW I NOS __ a -- L_ ■ �/_ l■� w_ ` cva ��■iii vim �i�r.�■■11■r_ r7�r7�r.1 O WALL B ■ t�� Y lYl LYJ Y :iii PATCH REPAIR AT DEMOL I Ti ON AREAS, TO PROVIDE A A A A A I COMPLETE 4 E I N I SHED SURFACE. READY FOR NEW FINISH. 3 REMOVE WALL FINISH, BASE, DOORS, FRAMES AND STUDS. 1 Ili 11111� :j i WALL TO REMAIN O ARCHITECTURE + INTERIORS + PLANNING o o C,: o ■ . o �N ±' :►, < :I o --' G. REFER ELECTRICAL DRAWINGS FOR WORK RELATED TO (E) 0 REMOVE WALL FINISH, BASE, DOORS AND FRAMES DOWN I ;—; =C NOTE: LIGHT FIXTURES AND OTHER ELECTRICAL ITEMS. DEMO (E) TO STUDS. REMOVE STUDS AS REQUIRED FOR NEW II _ �� CONCRETE FLOOR SLAB WALLS GE I L I NGS, OR ROOF AS CONSTRUCT I ON. i REMOVE ALL ARCHITECTURAL ITEMS 1 NGLUD I NO, BUT NOT REUIRED TO INSTALL WORK. PATCH 4 REPAIR AT O MOVE GE I L I NG AND INSULATION TO UNDER51 DE OF �,II II I .� LIMITED TO WALLS, DOORS W!NDOWS, CASEWORK it I �� DEMOLITION AREAS, TO PROVIDE COMPLETE F I N I SHED o CEILINGS AND LANDSCAPE WITH{N HATCHED AREA SHOWN. FLOOR/ROOF JOISTS -- SURFACE. READY FOR NEW FINISHES. N- 111111I1lIl1 1 II II �� SEE STRUCTURAL, MEGHANIGAL PLUMBING AND D. REFER MEGHANIGAL AND PLUMBING DRAWINGS FOR WORK 6 REMOVE WINDOW AND FRAME W �tt::at::1l �� li as 'i' l I) C■ . Q o �° d d ■�� ' .. e ' 11T1InailliiiiiraWirr �� ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. RELATED TO (E) GRILLES DIFFUSERS DUCTS PIPES ::::::HG:: —. � � - . - � a � � �•...--0 - � � � � w■■■■_ ■��■■■1■i�w `--�0 -''� 1��■■ ..... ..i� ■�■... OTHER MECHANICAL AND PLUMBING ITEMS. DEMO (E) 7 REMOVE CONCRETE WALL z -- �' I I ��"� D N SEE SHEET SHEET A2.31 FOR ROOF DEMOL I T I ON NOTES. CONCRETE FLOOR SLAB, WALLS, GE I L I NGS, OR ROOF A5 W 0 REQUIRED TO INSTALL WORK. PATCH 4 REPAIR AT S REMOVE DOOR AND FRAME o I M A Q N �1 DE OL I T I ON AREAS, TO PROVIDE COMPLETE F I N I SHED SURFACE. READY FOR NEW F I N I SHE5. `.:J REMOVE METAL PARTITION -' "' Z "' ° M ■■■■ ■ II r E. INFORMATION PROVIDED ON TH f 5 SHEET 15 INTENDED A5 v- ■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ G■■■■■■■■■■■■■■■■■■■■■■■■■� r■■■■■� �■■■■■■� ■■■■■■■■■■■■■■■■■■■■■■o■■■r G■■■■■■L .�■■■■■■■■■■■■■■ 10 REMOVE LOCKERS AN A _ REFERENCE FOR THE CONTRACTOR AND I s I NGLUDED TO r, Ill 1 �_ . _ ...._,.,,,, I D B 5 -DELIVER LOCKERS TO - -© 611,)�, 1�'�%J......r OL. J 8! T .■■.�I -L-, RI i SHOW SPECIFIC CONDITIONS. THIS DRAWING MAY NOT OWNER DESCRIBE ALL DEMO I TI ON WORK NECESSARY TO Z al Ill ill , L L ''.�� O .-- - COMPLETE THE PROJECT. CONTRACTOR 15 TO PERFORM J li REMOVE LAY-IN CEILING AND GRID v o 1 �' ■�O �"""' I ALL DEMOLITION WORK, PATCHING AND REPAIR REQUIRED �' z_ u" �� TO PROVIDE COMPLETED PROJECT A5 DESCRIBED BY 12 SAW GUT AND REMOVE CONCRETE SLAB _ II it Ell Jai, I Up 1 CONSTRUCTION DOCUMENTS WHETHER OR NOT SHOWN ON -..J ¢ Co !' I L r,„:..1111111111111111, THIS DRAWING. 13 REMOVE LOCKER -- CONCRETE BASE TO REMAIN -� "' r I DN Q M — F. GOORD I NATE WITH D I STRI GT PERSONNEL REGARD I NG n co ° 14 REMOVE DOOR a' "' SALVAGE OF DEMO ITEMS. DELIVER OR HOW SALVAGED p .:y I I ii Inimil ITEMS A5 DIRECTED BY D 15TRI GT. DISPOSE OF ALL OTHER 15 REMOVE GAB I NETS-SALVAGE FOR -I N T DEMO ITEMS AND DEBRIS O RE S ALLATION I, �`� , J -moo 0 0 _ I' II 111, o — LJ1��1M1� lul■■r��lul��1ul�■�■■■�lu/�■��uul��■111111 G. NOT ALL TEMPORARY/DUST PROTECTION SHOWN. PROVIDE 16 REMOVE MASONRY WALL 0 0 0 0 0 0 0 0 0 0 0 - ALL REQUIRED PROTECTION. 0 00 REMOVE BENCH 1. mi H. PROTECT EXISTING CONSTRUCTION TO REMAIN FROM 1. DAMAGE AND FROM DUST INFILTRATION. I NGLUDES REMOVE EXISTING WALL SHEATH I NG-FURRING TO REMA I N I - II MEGHANIGAL SYSTEMS ADN DUCT WORK. w o it Iq REMOVE CONCRETE CURB z Z ° z I O ¢ � o6 ¢ z►- z 1 li Io o C 20 REMOVE FLOOR COVERING Q� � w Q w Q ■■a OQWZ�a 21 REMOVE WAINSCOT V m w I- Z m ¢ � C...1.2 � J �o � i mow¢ �� ovm zz j - o o 0 0 0 0 0 0 0 ��ow o 0 oC I 01 tttttttt�� 111111111 v o ¢ o ��1 cj11�om�1 to 1��1 O 1r1��1�! HIW!T! 111_1 Li_ O z 0 ce li 11 ■1 NI i 11 MI MI j ; l ' w � �O = 00 I 1 ___________ .! I eu m U _ � DZ ¢oi�, •[, I i 1�'1 oE WOU°� Z Ji • : 0 F=- fr W6H �t� - - • . IX MI MI I is o o j ■II. MI M Wi JI II 11 NI I o VIII ■ � �� -O 1111■ ,--ium, ■.■.■■■■■��_WI �c CD 0 8 ei=mom Pi L9 Lome VI - - � ® _...� --- ��, ,�- _!■i■■•t- --!-z�■■�L, o o_J L■■■■■■■■■■■■■■■� j�!■i■■N■■■■■■ L■■■■#■■■■■1. �1 0■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■Ii1 1'�i I ■I■■1� t O cn Cr) ,, ,, 1111111111 ALTERNATE 1111111 ® I 4� . i AL oe NO. I l•��■��■��■��■��•■��•■��• tttttttt LO ,i o ■■■■■III■■■■■■■■■ ■■■■ ■■■■■■■■■■■■■■■■■■■■■■■L i■■■■■■■■■■■■■■■■■■■■■■■■■■�T, _ �� - - I -- hi H H / ®o - E.:1 I ' r■■■■■■■■■■■■■■■■■■■■I■�■I■■■■■■■■�'I ■■ �' �` ■■■■■■■■■■■■�� III O ■ ■ w ES 0 n, 0•• mow (19 Ns=t ►► ■ •r—RURU 0 v CL _I_ C/)�tS cf) i ....7 ■r� 4� .ii. 11 NI E ir le u) 0 III 11111•1111111 I I A obi . ,,,.. II IP , In --I in 1 IMIL • - I_i 0 0 ■_ tt C)CZ „.. Li, IIII , , _i_wl. . [A_cf ....... !! 11111 _ 1 • �t 0 r ti = a I- - 1 E N -E 6.7) 0 ALTERN � r�I 1.t: L7 ix 1 1 I i _ ,� O IIIr GIRLS LOCKER ROOM ...! .042. c4 (12, -6-ca . .- CD uj cn cp . . — iii , , 1 1--- C.) F-- 53 i= �-- 1 1 -1 ___ — _ : REMOVE (E) STER 11111 � I �: ___:__7.,; II : I GE I L I NGW WHERE MI c I—____ o o tI �� : .� REQ'D. FOR ELEC. � I . ``� t=' := o 0 0 0 0 TYP. CONCRETE ‘1.1 01 G' i, I ii o � � � � --- �1� WALK-OFF MAT 0 REMOVE• i c. .,,,, • ! .�i J 111 II WALK AND ,.... 1 ... or4., '&' i ,.... if-- .�..� �-..- _ w—— -, CURB• p 7.......1 a I • i . 1 1 ,INIIMIllit lifilli...1111 Ill I all II al III - 4.0 - - - 4 illipT 0 co=i= ' n 0 '.b'. -----------__, ....4_.........._........_ 0 '('' Pr*, 0 0 (� 1 I .. _ o ■ir.� ii L 1111■■■■■■n■■■■■■■■■■■■■n■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ I ■■■■u■■■■■■■� __ f �■ ,il ■■ ■� Lunumuuni.._ � ri...... ; II TYP _ _ I O r" - - ' ' I I SAVE FOR i 0 .--+� I ALTERNATE �� Q /2 0 Il o 0 0 0 I NO. ( UP UP I 1 ` I REUSE � To RI hWN VGT © Q REMOVE (E) ■■D■■■1111■■■G1■■■■■■■■■■■■■■D■■■■■■I ;Q■■■■■■iii _ 0 0 11 P Q - ritoric, "'L I I I PLASTER ca ; i!i CO ( 1 CEILING I ' I Y — I WHERE REG 1 °, : —II REMOVE RAISED TILE FLOOR, - = FOR TYP. -I cm 0 SETTIKG 'BED AND CONCRETE © 0 MEGH LEG fl�` ( S O © n i U Q - / PROVIDE A FINISHED SLAB �' i ■ ___ _ I� TYP. I O = C IN - • �, - LEVEL WITH ADJACENT @ I 1 I c i~' �; L1111111 FLOOR SLAB. REMOVE 0 II • • u _ �,i PLASTER GE I L I NG ___.. I O DRAIN - PLA '�EO I II TYP EE . II N '— PLASTER GE I L I NG TO REMAIN f -...� PLUMBING ilia alma ll fl II ' REMOVE I REMOVE E a i �I Il I (I TAGKBD. i U O O I �-. ,-. . • ( AND WA i NSGOT,TYP. 1�_.. �; �-__� _ . _ L `= BY OWNER CEILING - _ ��t"�=1 // , I II II (CARPET) WHERE REQ'D. — ,._�__,_, _._,. • a 0 .=, ,_�—: ,—. 0 0 0 =—,�. o 0 0 FOR k e y p l a n r .0 �- ,� O KC EXISTING GLUE- i 1 ELEG/MEGH AME- in II 1 0 ON TILE GLG. NOTE:• - _ 1 TO REMAIN phase 4 CONSTRUCTION v ■' I 0 , REMOVE is 1 N ,.. •i a■■■ 0 0 PAVING AS ■ „ �=-- .....--- � II = I — REQ'D FOR ii DOCUMENTS °o I ' , BY NEW CURB N 0 0 OWNER AND 5/W. 1 n _ f�' date 03.01.06 Li, 0_ a I ; ��( Øi- '. =- i J ill revisions • T d I 11 WA I NSGOT,TYP. i= ■ - RELOCATE TO NEW —�� (CARPET) 0 tO - - POST TO REMAIN CN �, ' _ , -:- —_ I I GE2 LOCATION 0 0 0 0 •i -,,,) �. 0 1 K- I I I •.., a �� r WALK-OFF OFF MAT _.*/ ■■�■■■�■■ �J 0 i ��.,r,�r al. _1 ■ ■ i..� t , REMOVE (E) GE ■ u_i FLOORING TYP. — — • LT_ IF INS _._,,_ ,. , w ... ! Z �� project# 02054 LL, MAIN FLOOR DEMOLITION CD in LO 6 PLAN 0 w LH' Al toTRUE PROJECT -- •• -�.••. •r••■ NORTH NORTH 1--- iv dee.„,..., • 2 1 t;-i 1 MAIN FLOOR DEMOLITION PLAN t 1l 1 ,, � ' AI.21 SCALE: I/I6" = I'-O" km l W ......, P 0 14 GENERAL SHEET NOTES I. NOTED WALL TYPES DEPICT TYPICAL WALL CONSTRUCTION. SEE ELEVATIONS, SECTIONS, AND DETAILS FOR ADDITIONAL INFORMATION. I 2. ALL WALL ASSEMBLIES EXTEND TO UNDERSIDE OF FLOOR DECK OR ROOF DECK ABOVE, UNLESS OTHER/II SE NOTED. ARCHITECTURE + INTERIORS + PLANNING 3. MOISTURE RESISTANT GYPSUM BOARD SHALL BE USED AT ALL TOILET ROOM INALLS, KITCHEN AREAS, AND BEHIND DRINKING FOUNTAINS. 1 10____ I n L , , I 4. SEE FINISH SCHEDULE, INTERIOR ELEVATIONS, AND I i FINISH PLANS FOR LOCATION AND EXTENTS OF APPLIED co -4- _ - - 0 1 [1] _.Y _ ,— — — — , - A — L I:7 5. S.. WALL FINISHES. PROVIDE 5/8" TYPE "X" GYPSUM BOARD AT ALL FIRE RATED WALLS. EXTEND WALL ASSEMBLY FULL HE I GHT TO F IRE-RATED FLOOWGE I L I NG ASSEME3LY OR ROOF (Li w Lu c.) z •Iv f.-- • cr, tzt Ce" : 0 •,% Ci• • <1 I a. [1 -_- __. — ; . . - . 0 0 . 0 0 0 PSEEECKRE. FLEGTED GE IL I NG PLANS AND DETAILS FOR FASG I A AND SOFF I T FRAM'NG INFORMATION. c) ,, Q h, 0 c.) (%,j cN 4* CI) co :***1 co to z s -.I "Z 0 0 t 7 - - - - — CI ....:. , , . . Z LO ±- ro Cn •cC CD CO: 2 WALL TYPE KEY I HALL — i 1 21b 0 - -- - - - I - ---, L . GI lAIALL TYPE NOTE MALL TYPE X = OMIT INSULATION F I RE RATED CONSTRUCT I ON I DESIGNATION (IN HOURS) ,1 Al-A 1 IR A NR = NON-RATED zzt Am w oz ° 0 Z — ° Z p • B NOTE: FIRE RATED CONSTRUCTION TAGS ARE APPL I GAE3LE < >- 1 _ FOR AR...EA/OCCUPANCY/CORRIDOR SEPARATION RATINGS. - 21 i lb I I,,-,,1 G) c-5 >Lt>-z ›_- , THESE ARE IN ADD!T 1 ON TO ALL I-HR RATED AREAS OF ce 1 ''1.03 1 i 1 ____. I I TYPE I I-1 HR CONSTRUCTION -0 oyh:c2w i, L 1 ALTERNATE NO. 2 Lo 'cr)01- D Ai ---- GS-1 __-) 0 (6) zulma) ‹ 0 u„ E o , ___T ism:::::mrimir , - i ,o, r- _,_) ••• ::Eimmws: i-M-7 , - ji. _E. , • DIMENSION NOTES: au. zz r, .(7.50 <co 771-1671-1-71---• -----1:- - ____l 1 ) _ ,...3 OA ce A ' 6-1 25/13 1 ) GS-I H ,., .. CD 6 1.---o • >z.M B , A D I MENS I ONS SHOWN ARE TO CENTERLINE OF COLUMN, 1-1- 0 Z Ct 0 ák I GG-I I B 11-", A FACE OF STUD, OR FACE OF MASONRY UNLESS 0 Li_ < I-I- co- ' .0 HALL D AM G NOTED OTHERINI SE. MASONRY DI MENS I ONS ARE 0..._. G&-I 251 _ vw NOMINAL DIMENSIONS UNLESS NOTED OTHERIN I SE. Tuji-,0 < c) C -a G6-I 251AI I G6-I GG-I GG-I G&-I . - _____) B DOORS NOT LOCATED By DIMENSION SHALL BE CENTERED IN MALL A5 SHOINN OR LOCATED 5 I/2" 0 0 25 ce z o ,Ii....J.,,,..,cii Il 1 Pf) r FROM FACE OF STUD TO FACE OF JAMB (DOOR it IV 7.1111ra J --i---. r 1- , I I 1 1 F • I --1 ----) ....._r 1 r SIDE). : 1 I 1-- _ f — 11- VA& 0 43) 0 o I le* 0 LEGEND > wiii, .= .4"..., LO Er _ 1 - ° ..... 1/ w0 ......... .1. -, H immiiiiiimumin NEIN DOUBLE TIER LOCKER UNITS Cl) 0 ic) mommeininimmiA ADA LOGKER UNIT co u) mosvaumm LO 7 4 NC miamuma CD .....„ 6 I_ , — 0,, ..... 1 — ra-- • INA I N5GOT, SEE INTERIOR '6 0 1 ELEVATIONS FOR TYPE .... L9 ....= _c 0 a. 0 : 0 oes cin __ _ Ask ..„,c u) - 17 ' .0 5 CORNER GUARD LEGEND = •-I F ] I 0 C .MINIM CO CD 0 _ - _I . - - Cil ii, CG-I = 2x2x48L INC •Iill cti -0 Lo G U) 0 1 G ,-1 0) Cl) fx L-9 _ = itcr. 1 _ ----- _ _ •• c 1.,_ E CNI all CNI II I T T I I I-1 ) --' r = cts " cy) ii— LIMN LJA... 0 1 r 0 1 f"-"" " 0 0 ' I I I —0 -N 0 D 0 I G6-I [--- ----...„ ........ c) CO -6 _ ,__1 ) ...I 0 T T--_ ___Y _____. as ,_ I --1 G6-I . = L__ 7 - -1 7 - -1 7 - -1 7 - -I 0 J 1 1 1 1 1 1 1 1 1 1 1 1 HALL 215 I I I I I I - o f= _ — 1 L_ . _1 1 1 L_ .. _J 1 L_ . 1 1 L_ . .1 _ CO . J 7 - -1 7 - -1 7 - 7 7 - 71 - • NOTE: ALL WORK IN HALLWAYS TH15 DRAINING 15 I NCLUDED I N ". 1 fail 1 t • ill IIIII I I I I I I I I ALTERNATES NO. I, 2 4 3. _ - I I I I I I 1 1 I I I I I 1 I 1 1 1 I 1 I i 1 1 1 _ __ 6 E6- L _ L_ . __I L , GG-I _ _ - - -_____ : r j 11 It _J 11111 _ 1 -------- _, . , . 0 , lo G6-I 1 _ 0 On F.; 0 DI 1 Q1=1 - .---.. -- 11 rt"----- — .gli II __ 0!i I ij IIKD ----- I'=-- 01 i lib. 1 01 illik — ll a .... . 1 I I fE -P-I ) .. M ILO — C _ , _ gi. IR \ y cl 111111121114"' _ ..c a. 1 I •11@ I_JJ i Illp C ____ A A 01 _____ Ef . , — AI ■ _ , key plan . D fe, B ---- ___ 01 LI . ---- , , D ' .0 B " - r j = I u, 1 gi I phase 4 CONSTRUCTION I _ . .__ A HALL - HALL „ , J L — 0 0 1 T —1 — I , ,.. ------1 210 1 ) r 212 1 LO ' O 1 0 -'- — I .1 DOCUMENTS J I L _J I i __Li r---I 1 _I L.-.1 -- L -...I ------L- L .1 mum 1 date 03.01.06 Fni ;_i ii 1 1 1 G I _ G6-I GS-I GO-I I i G6-I G6-I G6-I GG-I CS-I cr) A -1 i .o B I I 211 Anki A I revisions -c, HALL D 0) .03 JF p. 1 1 271 LO G 0 _ r , _____ N 1 pr 1-1 , _. _ _ ,_________ __________ _ ji„,..„._ _ ,...____: i , ____ GG- o 1 •..ms — - 0 C)--- _ co 17/ I. 1433 1 1 imer■ - ° ■■■.,„ 0 L A co •_ - 0 T..) -__. c:\n--- 25 U J 4 ro 'cf.03 17 ' .0 B 0 w ALTERNATE NO. 2 C _ ) ------) HALL cLi r 215 - I ..--- — project# 02054 z LL, I n r ii (----- co — MAIN FLOOR PLAN- . r BUSINESS/TECH. AREAS co I 1 -- I - 1.———n---n________._H______ik---i t-----11----i I') 0 Iii 1— < TRUE PROJECT 0 NORTH NORTH A2 • 2l to MAIN FLOOR PLAN-BUSINESS / TECHNOLOGY AREAS ow gni ,i- L.6 A. SCALE: 1/8" = 1'-0" vo ki it ii, .. ....„- . ,-= GENERAL SHEET NOTES gli51 I. NOTED WALL TYPES DEPICT TYPICAL WALL CONSTRUCTION. SEE ELEVATIONS, SECTIONS, AND DETAILS FOR ADDITIONAL INFORMATION. FURR EXISTING GMU WALL 2. ALL WALL ASSEMBLIES EXTEND TO UNDERSIDE OF W/ WS" METAL CHANNELS FLOOR DECK OR ROOF DECK ABOVE, UNLESS AND SHEATH W/ I-LAYER -___ N 8 -----_ a OTHERWISE NOTED. ARCHITECTURE + INTERIORS + PLANNING GYP, BD, FULL HGT. m • z WOOD PBE BENCH TYP.- FENCE W/ ROLLING 3. MOISTURE RESISTANT GYPSUM BOARD SHALL BE USED N - G GATES AT ALL TOILET ROOM WALLS, KITCHEN AREAS, AND __\ m BEHIND DRINKING FOUNTAINS. �iI_auiIIlIuI. .I._uriiaaiMINIM 0 «..� ®®®IIBUIRA AGIGJA CG-I - > ��E% � 1 128 6 � cv -------- � > ��EB ( (�8 _ --___-_- � 4. SEE FINISH SCHEDULE, INTERIOR ELEVATIONS, AND � � Or 218 .0 - A13 ��E% 1,* FINISH PLANS FOR LOCATION AND EXTENTS OF APPLIED u) N o > 023E A ■MES ° A GAGES G C4'tRL's 1 1_________I A w > 1 1218) °GA �DA N C %9 6 _ WALL FINISHES. 1 (218 B2 , LOGGER ROOM - w I BENCH d- �` - W 2 4 B 8 D © B 503 BI E 501 6 X HALL I 1�a _p 503 I I -10 � GIRLS 5. PROVIDE 5/S TYPE X GYPSUM BOARD AT ALL FIRE �C o > �11■1e11aeea111eae1a1ae1eaaaaaa aa1e111■�� D B w °- RATED WALLS. EXTEND WALL ASSEMBLY FULL HEIGHT W o 61-0" EEE 8 , 6 A '0 501 1 EE"% N BN 507 --' TO FIRE-RATED FLOOR/GE I L I NG ASSEMBLY OR ROOF G [ G .. riT-411714; •4.0 0 0 9. +I ��'s o .0 O 0 -- DECK. W 1 1211 a _1. E c _ 3 _ NEW BENCH HALL ■�E• 1218 II �� D �d B — B3 > 1218 1* B TYP - o cr ■z _ _ I 1 218 MN% - ,. 6. SEE REFLECTED CEILING PLANS AND DETAILS FOR °- -- 501 - ■ ,TOILETS- BELOW D 5 5 - a' :: - , o . OILETS dJ „„ - 505 G _� � 505 - FASCIA A AND SOFFIT FRAMING INFORMATION. Z Q - — A 51 R - _ a B�10 - VEST. 11�UIIlN�% 11111111 ———— 0 _ '�t- a VEST. : ' B ��, ■�®�®�®� -___-1 Q O M eTh i---- D 0 B 502A 502 m ; H ...L ��y��i� REPLACE CONCRETE rO 502 0 [ 1 • u) ti ; ,° _ e FLOOR SLAB WHERE I r --a p o `'� - 4 - OFFICE _ = d- OFF BY PLUMBING G 511A DANCE .� 15641 + BI DN. _ ;� Q _� G •I1�tG `, DN. 4- o tl STORAGE 'EMI 11111 M 11111111111 508 DEMO, TYP. ' DANCE i i' _ ,r. I ; 508 0 z o 511 A GMU WALL ON 5968 ) - STORAGE SHOO I 5 �■ 'x4''ADA . , `� FURR EXISTING GMU WALL - D © INFILL EXISTING DRAIN L• BN -i ¢ W/ 7/S" METAL CHANNELS NEW GONG. •0 .-�' CG-I 511 54b - B NCH N cc, ., -� ,7„�,,. A �� - WITH GONG, TYP, OF (6) ., 1BN 2-10© SHOV4E 5 • :--. = I'_p' 3'-p 31_2 D +.�; B � B506 �; `.::::::::::::: - - WALL TYPE KEY 0, M GYP, BD. FULL HOT. I ■ . [ .:.... `J -Iii -:Q, -------- --R s, .,....._ - 510 • 7. ................... .............. plittatem Ir :... - 1 ( m �l r REP A E i• I■_ -■ : _;.. Ii1 WWI .. BI _ ! _ TYP. WALL TYPE NOTE ( � WALL TYPE I AI-FLOOR � � �� NEW -. =SLAB WITH 024E �q PE. /■11111nee1111eaeeaa1111eeae i aaleemmisaneeeeeaeal 111aa11eema1a11:11a■��°�__ 0 4-10 TEAM RM. X = OMIT INSULATION 1 I R GONGRETE STORAGE TEAM M. OFF I GE A V BENCH AS 4 512 '• F D :. 6 ., B 514 518 CONCRETE STORAGEBN TYP. 514 + OFF I GE REQUIRED D t •1 B ■ =�� `�' 1 D ♦♦© B SIDE 1 -� d- 518 FIRE RATED CONSTRUCTION irlir;11111C 1 - f WALK-SEE a 5L2 = 2'x4' ADA BENCH 6 , DESIGNATION (IN HOURS) TO BRING BI -� _ NR - NON RATED - LEVEL G BI : : I` IS G yC- . DETAIL a U 11 ■ 3 A2 22 -I a _ �`A A , ;i; ':. . ' ''.WITH A ■ = �` , / I ,_ NOTE: FIRE RATED CONSTRUCTION TAGS ARE APPLICABLE ADJACENT ■ m A -__ (REPLACE _ - 2! 6 TEAM RM. SLAB • 1 TEAM . El 5T E� 'tL ••••• °.'- -- �t ■ ■'�;" FOR AREA/OCCUPANCY/CORRIDOR SEPARATION RATINGS. "�""" z — z F HALL _ ♦. , ♦: F ASPHALT = G-I � _� VERIFY W/ LOCKER MAN F, 515 E55-.w Q w ¢ THESE ARE I N ADDITION TO ALL I-HR RATED AREAS OF W E5 - ( (FORMER ;,1 '.� •r' D ♦i B 515 51 Q , PAVING 513 1 -2 j �BN d- ® d- SOFTBALL 0►- p w °Er TYPE II-1 HR CONSTRUCTION 010 0I- SHOWER 513 -- I _.,...g - D ♦. 4 T, B WHERE G '-I 1p,_5 3'-4" 4'-IO'�'�- = C ® STORAGE V ¢w z ROOM �41,�11111aeeee11111 11ee111111ee11eelaaeeleeeeeeellw? G 51111 i - � •. REMOVED) ,Y ' X 5 •� 6 6 W m O w t�- LOCATION) z ■.�� R 515A G 51aA �((��.... .a..............-... 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DEMO, 51 I h REPLACE FLOOR SLAB WITH m-1 HALL CENTERED IN WALL AS SHOWN OR LOGATED 5 1/2" 0 ~Lux°' ~ °- (' CONCRETE AS REQUIRED TO m a: N�'• 2, I Bj `4.0 BRING LEVEL WITH ADJACENT Z 521 FROM FACE OF STUD TO FACE OF JAMB (DOOR Ce SLAB (FORMER SHOWER ROOM SIDE). 1 L � LOCATION) �� - O A FITNESS .�► I Al 3 I I FITNESS - • 6 ROOM I ROOM LEGEND > L9 D ♦ B 522 522 0 �� M - G — I _ uum uuiuumuuuiii NEW DOUBLE TIER LOCKER UNITS = Ul) wool CI M 1 11111111111111111111111111111111111111111111A ADA LOCKER UNIT .• IIM miall 0 I N — 74--( WAINSGOT, SEE INTERIOR an MN= 0 C AIAR 032E I ELEVATIONS FOR TYPE 2 I I-.... 'I- N _. I-) mom (ND 1 o if) 1 ._,a....,----..) fil — GG-I I 0 0 - A I - A I CORNER GUARD LEGEND C D . B .. . VW D �� B C) G G 1L- GG-I = 2 x 2 x 48 L .I■.i M I ■mom m HEALTH HEALTH CO 0 ROOM I ROOM E N _ 524 524 - CO N.- 026 I A13 1 VEST. 2'-10" = VEST .73 0 523 523 I LIN S.. 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MAI N FLOOR ACCESSORIES/D I M ENS I N PLA O S N PHYSICAL ED . � � h di A . SCALE: 1/8" = I'-D" - ■. SCALE: I/8" = I'-D" WAI■1 = MY w TIME: 15:45:04 DATE: 03/06/06 FILENAME: \\FILE03\Projects\02054 Tigard HS - 2004\2-Construction File\04-Phase 4 Drawings\A240.dwg.DWG / /IQ 0 • (CI) 0 / / -71 M I i 5.1 ° 0 i M A . Arfil , - '' ' , K / 8 O 0 j' \ / //G Z 4' /, /7,/,-I T / i N ms' W : ,M / / / 913 ' X . , l. // \ * 0 / a ' - .0 '4:' f 0 ' 4 ' - °:. , ' - • / ./ 4, / .4, '14i.,, _ ■ a ,.. .' 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IIM DEMO/NEW or4 ROOF PLAN CID 0 k\ 4110p i -.■ ro 0.6) 0 4.c1 II.1111 . # is um ik, 7... / iii • ,-- AREA 10 II _ ...___._=_ ........._11.S PROJECT I 0) 1 * (BASE BID) 11") d" I I DEMO/NEW ROOF PLAN •. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .0 iiiiiiiiiiii A2 41 cr, 1 A 2.4 SCALE: 1/16" = 1'-0" 0 0 1111 W ciJ m p-- 1 GYMNASIUM BEYOND GYMNASIUM BEYOND ell 0 LEGEND ///// 11 sr EXISTING/NEW GONGRETE/GEMENT ARCHITECTURE + INTERIORS + PLANNING NEW BUILT-UP ROOF PLASTER, PROVIDE NEW ELASTOMER I G . ASSEMBLY OVER RIGID PAINT ALL SHADED SURFAGES IN'lSUULNNATION-SEE ROOF , AS5 MBLY OVER RIGID �oWVggI9OW AND INFILL INSULATION-SEE ROOF WITH CONCRETE MASONRY. FINISH PLAN/SPECIFIGATIONS REMOVE EXISTING MASONRY WITH CEMENT PLASTER. SEE WINDOW AND INFILL WITH DETAIL w CONCRETE MASONRY. I AS,O 0 . FINISH MASONRY WITH w o GEMENT PLASTER. SEE DETAIL Anki , w • U N -�---- AS.OI ................ o CC C, 0- i ...... .. .. ......... . .. . . . ............. : Z ch { ,v oti N ..................... ............................................. ..... ..................................................... ............. . *k ::::::::::: E G G o •N J Z Q O i F-- 0 0 O ....................................................................................................................... ......... ....................................................... p- -..1:.1:1 Q `° J N co M .M o r p ch 0 EXTERIOR ELEVATION-NORTH (GIRLS HEALTH CLASSROOM) EXTERIOR ELEVATION-SOUTH (GIRLS LOCKER ROOM) 3.2 SCALE: I/S"=I'-0" SCALE: I/8 I'-O►' CI 0 KS UZ o0 Z '- °Z GYMNASIUM BEYOND mum z z °' Q !;IIr;!I "� Wa tz D.. w0� 0f� oo U Z W Li- .. o,o ,= oo WALL IN FRONT , m „),. . , NEW BUILT-UP ROOF - = 1.1.100 < 0 ` z Q ■� ASSEMBLY OVER RI GI D NEW HOLLOW METAL PAINTED GALVAN I ED 11/4" D I A w U o Z INSULATION-SEE ROOF 0 = � x .•_ �� F-- cL w rn f- rZ cn PLAN/SPEC I F'CATIONS DOOR I N HOLLOW METAL NOMINAL PIPE HAN RAIL-SEE DOOR FRAME, TYP. OF (.�) DETAIL 3/A2.22 Ce ......................................................................................... O .................................................................................................. ......................................................................................................................... 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SEE DETAIL Aoki SCALE: I/8"=I'-O" AS.O C ' ” CO 0 ._ CO a) M a- t.C) CD (f) = CK ' OM E N T CO N tts (7) N.8 . L ��"—..'' Z3 E 0 ct CD uj CD c, " 0 o N (113 u) -6- CD NEW BUILT-UP ROOF I NEW BUILT-UP ROOF I I ASSEMBLY OVER RIG 1 D ASSEMBLY OVER RIGID INSULATION-SEE ROOF INSULATION-SEE ROOF PLAN/SPEG I F I GATI ONS, PLAN/SPECIFICATIONS, STRUCTURAL DRAWINGS _.. STRUCTURAL DRAWINGS I :.......;.,......T.ii„...„........... 11111111"liff ' ... , .1 1 1 1 1 t , 1 , I I , I 1 i , t ! , , ( , 1 1 1 , 1 1 1 g ' .i ma i° •;° --- --- •- - __. II I i I _, EXISTING GLU-LAM BEAM r' ;/;��''' , ;nu I Li I I I i U i i - PAINTED GAL VAN I ZED - M . 0 11 11 I i : : HANDRAIL-SEE DETAILS . ' iNSI TEAM ■ SUSP. GYP. ■■ ■j TRAM ■ TEAM ■ TEAM FITNESS HEALT!-! P.E. TEAM , ■ ■■ ■ ■ EXISTING IXI GLUE-UP ING STEEL NEW GMU WALL, TYP.B}-}pR ROOM ROOM M OFFI GE HALL ST STORAC■ 'ROOM ROOM ■ TILE CEILING TO REMAIN BEAM 514 : NP• H 506 i i 514 515 516 522 524 526 521 512 514 518 I TO I LETS i I I 1 ° i 505 U I I i I ; LAY-IN CEILING o r ■ ■■ ■■ 7 Z r -� r LOCKER AND BENCH, TYP. u u I I I I l I I I I f"1 I I CD O EO ID cI DD N [] M CP 4 BUILDIN G SECTION - GIRLS L OC KER ROOM BUILDING S - GIRLS LOCKER ROOM __ a • 3.2 SCALE: I/8"=1'-O" • SCALE: 1/8".1'-0" ...,. 0 0 d i O N ;l k e y p I a n c 0 0 phase 4 CONSTRUCTION 0 N DOCUMENTS ,f- CD CD date 03.01.06 1 0 0 4111 NEW BUILT-UP ROOF revisions _ ASSEMBLY OVER RIGID _ 20'-O" I NSULATf ON-SEE ROOF / T.O. CONCRETE CP iPLAN/SPECIFICATIONS, - -,-► WIN �- - -i- 0 In U - EXISTING STEEL TRUSS o VEST. SEE STRUCTURALLFOR HEALTH i 523 ROOM BRACING EXISTING LAY-IN CEILING 524 NEW LAY-IN GEILING Q LAY-IN ( DROPPED BE OW project# 02054 i L CEILING EXISTING . - O I I LI BUILDT BUILDING ING ELEVA SECTIONS IONS/ M O W 1- Q O 2 1 M 6 BUILDING SECTION - GIRLS LOCKER ROOM BUILDING SECTION - CE/2 ■ iii A 3.2 SCALE: 1/8"=11-0" • SCALE: VS"=I'-O" w M I- GENERAL NOTES ilii(dt I. NO DOOR 51NING INTO ANY CLEAR FLOOR AREA. 0 0 o.00.00 2. CLEAR FLOOR AREAS GAN OVERLAP. III Mr N 3. CLEAR FLOOR AREAS 4 TURNING G I RGLE CAN OVERLAP. GIRL'S 4. 1NALL-MOUNTED LAV MAY OVERLAP WATER I ■ ; T ' ■ I \ LOCKER ROOM U �:,,, U .� CLOSET CLEAR FLOOR AREA I S" MAX. - SEE USG ARCHITECTURE + INTERIORS + PLANNING I 1 °TYR I IOq.10.5.I 5. DOOR TO TO I LET ROOM MAY ENCROACH INTO Os 2'-q" 2�-rS - - '2'4-& 2'-9" TURNING CIRCLE I2" MAX. IN ANY P05ITION. je ' 1 b. MAX. FLOOR SLOPE 15 2%. 5y 2'_q�I/4" 21-441/2"I - - _ I ' r � I L _ J , b- KEYNOTE LEGEND . N w am ,:, _ ■ Y o 0 �� I - _ 1 ___, CORR. GhRLS t- D 2 B TOILET RM. 0 MIRROR (MI) W z TOILETS ® - �r �r = 513 .0 511 W 505 I'-6" -' [ - IF 0 TYP. 2 ELECTRIC HAND DRYER (HD) v I- - A C , !I — �TYP. - - 3 SOAP DISPENSER (SD) - FO I G Ch O O _ D 4 B I oT-rP. i_ (4,..) I T--'- z .� o N- `O I G 51-1" z 2-6" 0 LAVATORY - SEE PLUMBING p v it N G , , a5 GRAB BAR (GB-I 4 2) '� "' "' - - - .J '� z s - 4�ALL " \ eoci \` �, 1 1 GHQ. GDS. ` \ 6 WATER CLOSET - SEE PLUMB 1 NG O c. z 504 I r , _ __ a $ " J N I A SHOWERS _ 521 1 _ �, _ _ _ _ , x cc 4 N _ _ _ 506 Z . I I I �" O LOCKERS - SEE SPECS FOR TYPE J co WO I tg›. �- / T• E'1- i - D d B m I'-6 ` I 1 f FLOOR DRAIN (FD), SLOPE FLOOR TO DRAIN --. N O - SEE PLUMBING o 8 �,i :—., "..:t, 1 407 I G , , - , T y - '�-�-[ ` 2' !O�' O 0)2 I A ■ 1 I -0 3'-O" 3'-2" 3'-2" -- I' \ ;'_� i► i - T qO DRINKING FOUNTAIN - SEE PLUMBING 0 M ■ 1 r _ _ � I X �- ► T - — ' I ' �TOIL�r 0 "" \N P ' - J STACKED WASHER/DRYER - FO I G.. \- WO ® .Z: 1 /. - 0 • .. 0 I � - ei) ._ -' - �. I .... _ � 1 5101 ( , I'� TYP.G _ _ ;--�-.- 4 I -I ��r �� - I) SANITARY NAPKIN D15P05AL (5ND) (FOIL) .4 tY - - �� eTYP. O ii- .--- v �^ _ , _,_ _ `� b 000 12 TOILET PAPER DISPENSER (TP) (FOIG) I 1 O �� 0 0 0 TYP. TYP.TYP. 13 SEAT COVER DISPENSER (5C) v z o 0 —15 2 1� ACCESSIBLE SHOWER - SEE PLUMBING z w °' D ' .O% B X� �ow8 I� SANITARY NAPKIN DISPENSER (FOIG) "a o v I-- G w ` a:0wD I6 REFRIGERATOR W/ ICE MAKER - FO 1G G 0 0 0 m a z � o DI - F I E ovm'� zz 17 O G U o ¢ o j F5 wo rev) °t∎ QQ it : O .Vo9- o I ENLARGED TOILET ROOM 407 2 ENLARGED FLOOR PLANS-PHYSICAL - zw ° ED. 3 ENLARGED TOILET ROOD 517 �, A 4.0 SCALE: 1/4" = 1'-0" A. 4.0 SCALE: 1/4" = 1'-0" 4.0 SCALE: I/4" = I'-O" o vTWO©Q0 O = �X 8 S �� OF- a. w.. t- cL cn Cie 4i) .O o witig>11 0 14■1/ O CO co v) ---ill 0 M saC muIC CD — 0„. .. 0 2 0 11111111111•1111 CD .....a ... 0 0 CL a 06 cf) „,,c u) (I) T .T COO '- ' ._ ca a) T LO C) C1) I._ T E'�i' X t N ca I IV lam. "7:3 cs i, 1,,,.. 1.... , 0 co D) ;i cn - C) cD '- .- . c- O Film 0 Fine. CO 'KW 0 0 ou 6 [II= 00 U) 3 0 LL-11 12' 0 d- 4 v t a 1 0 a) LT k e y p l a n O C 0 2 L cn phase 4 CONSTRUCTION C O 0 1 cv o y 42 DOCUMENTS NI I8" date 03.01.06 z `i6 revisions C, ' t- < B ' Th ;.N (GBU 36" ` - o / 4 — o NOTE: ALL PLACEMENT / � 2'-O" DIMENSIONS ARE FROM FACE OF FINISHED SURFACE. In •0 a( GB2) 42" \ 0 34" MAX. II ` O 2q�� MIN. 44" GRABBAR - 6 MAX TO m ,c 21" 42 MAX. 44 MAX. , 36" MA 44 MAX. (HG) Q Z �' . 40" BACK 1NLL e'--''�� / 36" MAX. 40 MIN. (HG) LaJ ,�o MAX. Li 33" MIN. z I 27" MIN. I-i" MAX. IiI 1- "-1q" 31" MAX. project# 02054 J WRAP PIPE q" MIN. „--11 15 8 p W/1 NSULATI ON T SEAT RI M 5 ENLARGED FLOOR PLANS- o 0 LAVATORY (HG) 6 MAX. DRINKING DRINKING URINAL (HG) TO I LET (HG) TO I LET (STD) (SD) (HD) (PT) (5G) (5ND) (M I) (TP) (ND) PHYSICAL EDUCATION o ,�% " FOUNTAIN/ FOUNTAIN/ 50AP HAND PAPER SEAT NAPKIN MIRROR TO I LET NAPKIN 5" MI N COOLER COOLER DISPENSER DRYER TOWEL COVER DISPENSER PAPER DISPOSAL I- (HG) (STD) DISPENSER DISPENSER DISPENSER j < 17 MI N�--� � 0 N A4 . 0 1 o ro 3 STANDARD COUNTING HEIGHTS `" A 4.0 ,C,ALE: 1/4" = 1'-O" Li m I TIME: 15:31:00 DATE: 03/06/06 FILENAME: \\FILE03\Projects\02054 Tigard HS - 2004\2-Construction File\04-Phase 4 Drawings\A411.dwg.DWG ----0 . ) I I E > - ,n .L A K . _ .. r D IshrameNSINI V • • V \► Insramoser us �. ■■■ ■■■■■ ' N ti ; �e■■ ■■■■■■■■■■■■■ n ;1 MIN El■■■■■■■i O ►/►0 •�� .►'..... ,i III•11�AP'AP ��►..m2►��1.....z.��►.�.l.+►ti:►ziA . iia: ./,��∎..�/..��..:-.=K.:ooloto.�so • NK..51..41►1 +.1w .►. �..m..:��►:41:I ►1a61a2.10.1.444......1� ■■��1_!� :+►�� __ 'Q►/►.►.►/►1F►.►.►/� .�,��•►• ►��.,. •r� �� .. ,..�►� •�►��r. �,•�.,..��.,.. .r..'...�,'!,.•►"q"."•.�.�,.•...lr..i.,i.�`•..'�.••". fir ..►• � � •►�'! ► �r t� ► r_ i►.►.► ►�►mill►.►.►.►�►•I►•. .�'..o♦.�►�.►1►..+►�.►1�.��► .� 1� .�gin ♦►�►��+.�.�►� ►<-♦�►�.► ►... .�.,►�,.► � ..�►�.►1►..+►�.►1'..0.� ►�►..+► � � ►� ►�. . . ..' ►�►�►�►�►�: �► � ► t ►�,►4�..;►.A_►._ .iw.4.4►. .�►.,...A.►...1, .►._,• ►�iNK4,.. ��.t►. _► _ 7�►r►1•...►.... 14..,4,, - . .,►... . ..,7,..►..,-,_K. .ANI•4,T,..►-.. ,,... ..4. ..■■■■■■. 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INTERIOR ELEVATIONS 5 ARE DRAWN I N TRUE DIMENSIONS, UNLESS NOTED PLANS FOR 51 ZE5 Q O = OTHERWISE (I.E. ANGLED, CURVED). CASEWORK O BASE, B-3 20 WOOD TRIM - SEE DETAILS BLOCKING DIM. NOTATION: IN X HE X DEPTH 51 NAPKIN DISPOSAL b8 NOT USED SHEET !5 I ALL ALTERNATE TH(S a 3� NOT USED N LTERNATE revisions o, 3. SEE FINISH FLOOR PLANS, REFLECTED GE I L I NG PLANS, 1 NTER I OR 0 NOT USED O 52 TOILET PAPER DISPENSER BIDS NO. I, 2 3 a 21 HOLLOW METAL FRAME - PAINT P-2 bq NOT USED ELEVATIONS AND INTERIOR FINISH LEGEND FOR ALL FINISH a a Q .:1- INFORMATION. ACCENT PAINT COLOR (P-3) P-X PAINT COLOR (P-X) O NOT USED - 38 GLOGK (FO I G) 53 MIRROR - MI (24"X36") C.) NOT USED 22 EXISTING HOLLOW METAL FRAME O o a - P-2 MIRROR - M • F J6 NOT USED REF I N ISH PA I NT P 2 O NOT USED 2, RAMELE55, -�I EXISTING METAL LOCKERS 4. CENTER ITEMS SUCH A5 FIRE EXT f NGU I SHER GAB I NETS 1 N WA I NSGOT Q ADHESIVE APPLY TO WALL Q o PANELS. ACCENT PAINT COLOR (P-4) PL-X PLASTIC LAMINATE 23 EXISTING DOOR - REF{N I SH - SEE COLOR (PL-X) O WA I NSGOT, WSGT-i 0 SPECS 4p EMERGENCY HORN/STROBE DEV I GE O NOT USED �2 EX 15TI NG BUILT I N METAL LOCKERS Q TO REMAIN - REPAINT °- 5. PROVIDE GYP. BD. CONTROL JOINTS AS SHOWN ON INTERIOR S NOT USED CI NOT USED OR STROBE - SEE ELECTRICAL P AST - 56 L IG TOILET PARTITION, PTG I ro o 73 ATHLETIC LOCKERS TYPE B o ELEVATIONS. FOR ROOMS OR WALLS NOT ELEVATED, PROVIDE ACCENT PAINT COLOR (P-5) a 0 W CONTROL JOINTS PER SPECIFICATIONS. q WAINSCOT, WSGT-3 41 NOT USED J Q 25 NOT USED 57 NOT USED �4 NOT USED 0 0 6. SEE DOOR AND FRAME TYPES FOR ADD ITONAL INFORMATION AND TACK SURFACE IO EXISTING RUBBER BASE 26 METAL LOCKERS - NEW `I2 NOT USED NOT USED O Q 58 75 NOT USED W REFERENCE TO DETAILS. a Q zII EXISTING DOOR 4 FRAME 27 ATHLETIC LOCKERS - TYPE A 43 NOT USED 5q NOT USED PREMANUFAGTURED WOOD LOCKER project# 02054 W TEMPORARY WALL O a a 76 P J 1. ALL WALLS (NEW AND EXISTING), INCLUDING WALLS NOT ELEVATED, TO O BENCH �- BE PAINTED, P-I, UNLESS OTHERWISE NOTED. ALL WALL BASE TO BE 12 NOT USED 28 METAL LOOKERS - ADA TYPE O NOT USED J NOT USED ?7 CURTAIN ROD B-I, UNLESS OTHERWISE NOTED. REFER TO FINISH FLOOR PLAN FOR ir;%%% ç4 a 0 ADDITIONAL INFORMATION. INSGOT, FINISH PER 13 NOT USED INTERIOR ELEVATIONS ►♦♦♦♦♦♦♦♦, 2q NOT USED 45 SINK bl NOT USED \ ii,,. ♦♦ . . Ate, , SPECIFICATIONS 14 NOT USED 30 NOT USED O NOT USED 62 Q NOT USED o S. PROVIDE CASEWORK LOCKS AT LOCATIONS WHERE LOCK SYMBOL 15 Q w SHOWN (SYMBOL FOR LOCK 15 A SMALL CIRCLE SHOWN UNDER OR CERAMIC TILE, GT-3 I5 NOT USED 31 TACK SURFACE TS-I 47 NOT USED 63 NOT USED I-- NEXT TO DOOR PULL HANDLE). Q Q o< NOT USED 32 NOT USED 48 SOAP DISPENSER - FOIC 64 NOT USED A5 . 03 a. ALL SHELVING TO BE ADJUSTABLE UNLESS NOTED OTHERWISE. CERAMIC TILE, CT-5 a 0 C.; 17 NOT USED 33 NOT USED 65 NOT USED to iii O MARKERBOARD W M p EXISTING BULKHEAD \ 0 e / ,,/ P-I ROLLING CHAIN LINK GATE P-I p_I j I P-I % P-I P-I ` P-I \�, r -I MOBILE -1 LOCKER ARCHITECTURE + INTERIORS + PLANNING OPEN TO OPEN TO OPEN TO I I I 1 ! 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N 1111■■■01%01■■■■11e1%e1■■�■■s1%01■■■■■0111011 ■0■■�/%s�■■■■■\�i! ■■��■■a,�a■111■■■0�0,■■> ■II11��■■■■i ■��■■��■��a,■■■■■OG;O,■■.■■0,1 / / / / / / / / / / / / / / /� / / / / / / / / / / / / / / •,�...■ ■■011111■■■■■.d�.VION 1■.Q\'.■■11111 1■■1�\011 1 •••••100111■■a■■1'1111■■■■■.01101OQ■■111M`! \ ■■■■11111:?■■\■■Oa.0a1 ■■■■■.�`11M111111 ■■\011\■ ■■11■01101■■\■1 ■1�.0O.7■■■Nai■■M■■\.0�.\1111■■■\; ■■■■■■■■■■■■■■■111■■■■■K■1 ° °1■■4sud■!� 1- ■■■■■■■■■■\■■■■■■■■■■■■■■■i■■■■ 1 / ■■■■■■■■■i■■■■■1 ■1■■■■■■■ill\1111■■■■1■■U■■■■■■01■i 1111■■■■■■N■■■■ate■■■N■■■■■■I �� ■■■■■■■■■■11■■■■11111■■■■61110 01■■■r--- ■■■■■■■■■■01■■■■■■■■■■■■■.11011■■■■11 ■■■■■■■■■a0'■■■■■1 PARTITION . .■■...■111......■■■■11■..�.. ., w11■.N.i1N....a�...........1 < < < < ( < ( < < < < < < < < < < < < < < < < < < ( < ( < ( < CO 0 co A■■■■■■■■■■■■■■ 1■■■■1111■■i��wid■■■L_ ■■■1111■■1111■■■■■■■1111■■■■1111■1111■■■■■1 /" ■■■■■11■■■■■■■■■1 ■11 91111111■■111■■■■■■■■■■11■■11111.11■1 r■.■■■■rN■■■■10 1111■■1111■■■■1 0) r............ ...................r ■■■.■.■■..■■.■u..........■■■...1 ■.1111..■■■■.....1 ■■■■■iirtw111■■■■■■■■■■11■■■■■■■■1 ■■■■■■■...■■■■■......■■■■■I ■ttt�� ■■■■■■■■■■■■1■■■■■■■■■■■■■■■■■a ■■ ■■■■■■■■1111■■■■■■■■■■■■■■■■■■■1 / ` ■■■■■■■■■■■1111■■1 ■■11■■■■■•1111■■■ ■■■■■11■■■■■■■■1 ■■■■■■■■N�■■■■■■■■■■■�■■■i >l '> > l •>I •>! • I\ \ \ \ \ \ \ \ \ \ \ \ \I \I ( I \I \1 "�"� M w..1■■■■■■■■ 1■■MINIKA■■%■■■%■■■%■1 ■■%■■1111■■■ ■■■%■■■11■■■ MOW 1011111"41111 i ■ ■■■.■■■11■■■ ■1 ■■1111■■ ■■1111■■■%■■■1■Iu.aa,■■ ■I ■■%W%N■%■■11%■■■%■■■ ■■■; I >I 1 >1 /1 )1 /1 /1 /1 /I / 1 >I, >I, >I /1 /1 /1 /1 / / / > / > ■ o ■. LCD L11!■■■■■11 1■■■■■1111■■1111■■■■■.■■■1 ■■■■1111■■11■■■■1111■■11■1011■■■■■■1111■■■1 \ ■1111■1111■■■■■■■■■1 ■■■■■■■■■1N■■■■■■■■■■I.. ■■■■1 ■11.11■■■■N■■■■■■■■■■■■■■■■! 1 I 4 I111■■■■■■■■■1111■■■■■1111■1111■■■■■■1 ■■1111■■■■■■■■■■■■.11■■■■■■■■■■■■■■I / ■■■■■■■■■■■■■■■1 .1111■■■■■■■■■■11■■■■■■1/�/■■■■■■! .■■■■■■■�■■■■■■■■■■■■■■■■1 ( / / �/ Ln .../■■■L1■■■■■■■■■■■■■■■■■■■■■■■■■■■I ■■■■■■■11.11■■■■■■■■■■■■■■■■■■■■■■1 % \•■■■■■■■■■■■■■.1 ■■■■■■■■■■■■■■■■■■■NI 4111111111111111111111111 1 _ / / / / / / / / / / / / V / / ,, / / / / / / / / / / / / / a) th OMIT \ "'m E PA 1 1 ERN 3 1BELOW © o a a a 0 F- C\1 • L 0)L L INSIDE D STALL A B C D A B 0 Et L ft.,. T .� 0 tQ N CO U)cm 4 TOILETS 505 (CONT.) 5 SHOWERS 508 6 GIRL'S LOCKERS 507 .- Uri -- o �, • 5.0 ' SCALE: 1/4"=1I-0" A 5.0 ' SCALE: 1/4"=1I-0" A 5,0 SCALE: I/4"=1'-O" 0) I-- ® o G as 0 0 0 QAPA vir- a P-I 0 111 P-I P-I P-I P-I P-I P-I P-I "*......c \ \ \ \ \ \ N 11%...„.. OPEN TO I >1 >1 >1 >1 >1 >1 >1 > BEYOND 0 / < < < < < < < EMU 1, = D0 1 >5' / 1 Al Al AI Ai AI / IIIIIII " o / / / / / / / _ %Mira= _ I cy, © 0 0 0 0 0 a 0 0 c 1 ----- v ° G D E G A B C D d- N v GIRL'S LOCKERS 507 (CONT.) OFFICE 508 ..., =' 5.Q ' SCALE: 1/4"=I'-0" • �j,0 SCALE: I/4„-I'-O" k e y p l a n C O U - C phase 4 CONSTRUCTION O NOTES LEGEND KEYNOTES N DOCUMENTS o I. MATERIALS, WHICH ARE IN SIMILAR LOCATIONS NOT KEY NOTED AT FOIG FURNISHED BY OWNER INSTALLED BY CONTRACTOR o BASE, B-I IS NOT USED 35 NOT USED ® ELECTRIC HAND DRYER 66 NOT USED 0 EVERY OCCURRENCE. °2 BASE, B-2 Iq CORNER GUARD - SEE FLOOR PROJECTION SCREEN - PROVIDE O NAPKIN DISPENSER 67 NOT USED date 03.01.06 2. INTERIOR ELEVATIONS ARE DRAWN IN TRUE DIMENSIONS, UNLESS NOTED FO I O FURNISHED BY OWNER, INSTALLED BY OWNER PLANS FOR SIZES o = OTHERWISE (I.E. ANGLED, CURVED). O BASE, B-3 BLOCKING 51 NAPKIN DISPOSAL 68 NOT USED -0 CASEWORK DIM. NOTATION: WIDTH X HEIGHT X DEPTH 20 WOOD TRIM - SEE DETAILS 37 NOT USED revisions ✓ o o, 3. SEE FINISH FLOOR PLANS, REFLECTED CEILING PLANS, INTERIOR 0 NOT USED 2I HOLLOW METAL FRAME - PAINT P-2 52 TOILET PAPER DISPENSER 6q NOT USED ~ ELEVATIONS AND INTERIOR FINISH LEGEND FOR A FINISH O ALL - 5 NOT USED 38 CLOCK (FO f G) 33 MIRROR - MI (24"X36") ® NOT USED it) INFORMATION. ACCENT PAINT COLOR (P-3) P-X PAINT COLOR (P-X) 0 ® EXISTING HOLLOW METAL FRAME - o O ° - - O - MIRROR - M2; FRAMELESS, 6 NOT USED REFINISH PAINT P-2 NOT USED ADHESIVE APPLY TO WALL 71 EXISTING METAL LOCKERS 4. CENTER ITEMS SUCH A5 FIRE EXTINGUISHER CABINETS IN N WAINSCOT o 0 0 PANELS. ACCENT PAINT COLOR (P-4) -X PLASTIC LAMINATE 23 EXISTING DOOR - REF I N I SH - SEE EXISTING BUILT I N METAL LOCKERS COLOR (PL-X) O WAINSCOT, WSGT-I SPECS ® EMERGENCY HORN/STROBE DEVICE O NOT USED 72 TO REMAIN - REPAINT o i 5. PROVIDE GYP. BD. CONTROL JOINTS A5 SHOWN ON INTERIOR S NOT USED 24 NOT USED OR STROBE - SEE ELECTRICAL PLASTIC TOILET PARTITION, PTG-I 73 ATHLETIC LOCKERS TYPE B o 0 (:-.) 0 o ELEVATIONS. FOR ROOMS OR WALLS NOT ELEVATED, PROVIDE ACCENT PAINT COLOR (P-5) 41 NOT USED iii CONTROL JOINTS PER SPECIFICATIONS. O WAINSCOT, WSGT-3 25 NOT USED 0 NOT USED 74 NOT USED ri- i :• �+': TACK SURFACE 10 EXISTING RUBBER BASE METAL LOCKERS - NEW 42 NOT USED CD NOT USED 6. SEE DOOR AND FRAME TYPES FOR ADD I TONAL INFORMATION AND o 26 ALL ® NOT USED Lii REFERENCE TO DETAILS. - -.. , .. Q Il EXISTING DOOR 4 FRAME 2�t ATHLETIC LOCKERS - TYPE A 43 NOT USED 5q NOT USED Os PREMANUFAGTURED WOOD LOCKER project# 1 02054 z o 0 BENCH w I. ALL WALLS (NEW AND EXISTING), INCLUDING WALLS NOT ELEVATED, TO TEMPORARY WALL BE PAINTED, P-I, UNLESS OTHERWISE NOTED. ALL HALL BASE TO BE 12 NOT USED 28 METAL LOCKERS - ADA TYPE O NOT USED NOT USED 77 CURTAIN ROD o (1) a B-I, UNLESS OTHERWISE NOTED. REFER TO FINISH FLOOR PLAN FOR �1.....��1...11-�� NOT USED SINK INTERIOR ELEVATIONS 0 ADDITIONAL INFORMATION. '�� ' WAINSCOT, FINISH PER I3 2q NOT USED 43 61 NOT USED ��,��,��,��,�� SPECIFICATIONS 0 14 NOT USED 3O NOT USED (1) NOT USED 62 NOT USED a S. PROVIDE CASEWORK LOCKS AT LOCATIONS WHERE LOCK SYMBOL I5 Q SHOWN (SYMBOL FOR LOCK 15 A SMALL CIRCLE SHOWN UNDER OR CERAMIC TILE, GT-3 0 NOT USED TACK SURFACE TS-I 47 NOT USED 6) NOT USED Ili I-- NEXT TO DOOR PULL HANDLE). (:) A5 . 017 o ® NOT USED 32 NOT USED 48 50AP DISPENSER - FO I G 64 NOT USED q. ALL SHELVING TO BE ADJUSTABLE UNLESS NOTED OTHERWISE. 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ANGLED, CUIRVED). 0 WOOD TRIM - SEE DETA II S i CASEWORK D I M. NOTATION: WI DTH X HEIGHT X DEPTH 0 NOT USED revisions -. 3. SEE FINISH NISH FLOOR PLANS, 'REFLECTED GE I L I NG PLANS, INTERIOR OR 0 NOT USED ® TOILET PAPER DISPENSER 0 NOT USED 0 HOLLOW METAL FRAME - PAINT P-2 cc, ELEVATIONS AND INTERIOR OR F 1 NISH LEGEND FOR ALL FINISH NISH 10 CLOCK (FO IC) 0 NOT USED 53 MIRROR - MI (24"X36") 0 NOT USE - INFORMATION. ACCENT PAINT COLOR (P-3) P-X PAINT COLOR (P-X) ® EX I ST I NG HOLLOW METAL FRAME - v) Os MIRROR - M2; FRAMELESS, o 0 NOT USED REFINISH - PAINT P-2 0 NOT U5ED 0 EX I STING METAL LOCKERS (.1 ADHESIVE APPLY TO NALL o 4. GENTEfR ITEMS SUCH AS FIRE EXTI NGU I SHER CABINETS IN NANSCOT PL-X PLASTIC. LAMINATE I NATE ■ 0 EXISTING DOOR - 'REFINISH - 5EE 0 PANELS. " ACCENT PAINT COLOR (P-4) COLOR (PL-X) 0 INA I NSW T, I/45C T-I ® NOT USED 0 EX I ST I NG BU I LT I N METAL LOCKERS .+6 SPECS CI) EMERGENCY HORN/STROBE DEVI GE TO REMA I N - REPAINT 4) •-, E? 5. PROVIDE GYP. BD. CONTROL JOINTS AS SHOWN ON INTERIOR . 0 NOT USED 0 NOT USED OR STROBE - SEE ELECTR I GAL Cl) PLAST 1 C TOILET PARTITION, PTG-1 ® ATHLETIC. LOCKERS TYPE B ELEVATIONS FOR ROOMS OR P4,6‘LL5 NOT ELEVATED, PROVI DE . • ACCENT PAINT COLOR (P-5) ® NOT USED to : CONTROL JOINTS PER SPEC I F I CAT I ONS. 0 INA I NSCOT, 1/45CT-3 ® NOT USED ® NOT USED ® NOT USED Lu 0 NOT USED , ,,.'. , ., , ,• , TACK SURFACE 0 EXIST!NG RUBBER BASE .■- 6. SEE DOOR AND FRAME TYPES FOR ADD I TONAL INFORMATION AND 0 METAL LOCK.ER5 - NEN CI) NOT USED 01 NOT USED ■ 'REFERENCE TO DETAILS. •- ' -.- . - Lii II EX I ST I NG DOOR it FRAME ® ATHLETIC LOCKERS - TYPE A 43 NOT USED 0 NOT USED CD PREMANUFACTURED WOOD LOCKER m project# 02054 < TEMPORARY NALL BENCH z I. ALL WALLS (NEW AND EXIST'NG), I NGLUD I NG WALLS NOT ELEVATED, TO Lu ® NOT USED 0 METAL LOCKERS - ADA 'TYPE 0 NOT USED 0 NOT USED PAINTED, P-I, UNLESS OTHERWISE NOTED. ALL WALL BASE TO E3E CI GURTA I N it ROD LT_ B-I, UNLESS OTHERNI SE NOTED. 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SEE FINISH FLOOR PLANS, REFLECTED CEILING PLANS, INTERIOR 0 NOT USED 0 TOILET PAPER DISPENSER 0 NOT USED r--- 0 HOLLOIAI METAL FRAME - PAINT P-2 .4- ELEVATIONS AND INFORMATION. ACCENT PAINT GOLOR (P-3) P-X PAINT COLOR (P-X)INTERIOR FINISH LEGEND FOR ALL FINISH 0 NOT USED EXISTING HOLLOIAI METAL FRAME - 0 GLOGK (FOIG) 0 MIRROR - MI (24"X36") 0 NOT USED LC) 0 0 1 (.1 0 0 NOT U5ED REFINISH - PAINT P-2 0 NOT USED 0 MADII2R0sRivE- MA2;p P FLY TO LINAESLI 0 EXISTING METAL LOCKERS co 4. CENTER ITEMS SUCH AS FIRE EXTINGUISHER CABINETS IN IAIAINSGOT PL-X PLASTIC LAMINATE 23 EXISTING DOOR - REFINISH - SEE 0 EXISTING BUILT IN METAL LOCKERS <-) (1) PANELS. ACCENT PAINT COLOR (P-4) COLOR (PL-X) 0 INAINSGOT, IAISGT-I 0 NOT USED SPECS 0 EMERGENCY HORN/STROBE DEVICE TO REMAIN - REPAINT •..._, 2 5. PROVIDE GYP. BD. CONTROL JOINTS AS SHOIAIN ON INTERIOR 0 NOT U5ED 0 NOT USED OR STROBE - SEE ELECTRICAL 0 PLASTIC TOILET PARTITION, PTC-I 0 ATHLETIC LOCKERS 'TYPE B rn 0 ELEVATIONS. FOR ROOMS OR MALLS NOT ELEVATED, PROVIDE ACCENT PAINT COLOR (P-5) LLI 0 NOT USED ....., CONTROL JOINTS PER SPECIFICATIONS. 0 INAIN5GOT, IAISGT-3 0 NOT USED 0 NOT USED 0 NOT USED G.-. 0 NOT USED-` - ' - TACK SURFACE 0 EXISTING RUBBER BASE (I) METAL LOCKERS - NEIN 0 NOT USED 0 NOT USED 6. SEE DOOR AND FRAME TYPES FOR ADDITONAL INFORMATION AND , , _ , _. . . 6.1 ".' ' ' , ' '...-,.' -2_,- ' m REFERENCE TO DETAILS. project# 02054 < 0 EXISTING DOOR .4 FRAME 0 ATHLETIC LOCKERS - TYPE A 43 NOT USED 0 NOT USED 0 PREMANUFACTURED IAIOOD LOCKER z L., 'TEMPORARY NALL BENCH _.., 1. ALL WALLS NEIN AND EXISTING), INCLUDING MALLS NOT ELEVATED, TO L-7-_ ® NOT USED 0 METAL LOCKERS - ADA TYPE 0 NOT USED (1) NOT USED BE PAINTED, P-I, UNLESS OTHERINI5E NOTED. ALL MALL BASE TO BE 0 CURTAIN 4 ROD INTERIOR ELEVATIONS B-I, UNLESS OTHERIAII5E NOTED. REFER TO FINISH FLOOR PLAN FOR IP' NI III IP'Illr IP' 110" II IPA ' INA INSGOT, FINISH PER 0 NOT USED 0 NOT USED 0 SINK 0 NOT USED --. ADDITIONAL. INFORMATION. (0 0 44 5PECIFIGATION5 0 NOT USED 0 NOT USED 0 NOT USED ro 0 NOT USED 0 S. PROVIDE CASEWORK LOCKS AT LOCATIONS INHERE LOCK SYMBOL 15 ct.3 SHOWN (5YMI3OL FOR LOCK 15 A SMALL CIRCLE 5HOIAIN UNDER OR CERAMIC TILE, GT-3 0 NOT USED 0 TACK SURFACE T5-I 0 NOT USED 0 NOT USED 1- NEXT TO DOOR PULL HANDLE). . < 0 0 NOT USED 0 SOAP DISPENSER - FOIG 0 NOT USED 5 . II 0 .,_ ci. ALL SHELVING TO BE ADJUSTABLE UNLESS NOTED OTHERIN15E. NN \ CERAMIC TILE, GT-5 0 NOT USED vi 0 NOT USED 0 NOT USED 0 NOT USED ro di 0 MARKERBOARD t.i.i m I= 0 0 0 e ,EXMISATIINNG GAE31 NETS TO gil , l 0 t an P-1 P-I ... 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CV ....,.. 0 Cla C4 2 CE2 402 CONT. . . 5 OFFICE 403 CD uj cn . ic i=,- ...... 4z, .., ii--"". 0 I--- 2 A5.1I 5GALE: 1/4"=11-0" A5.11 SCALE: I/4"=P-0" PATCH AND REPA I R NALL INHERE CASEWORK EX I 5T I NG CASEWORK TO REMAIN — HAS BEEN REMOVED e o 0 o ... - , jiffs' 0 P-I On P-I P-I P-I P-I 0 o B6., I I 1 I I ' c:3 I I . 4 . , EXISTING I 5T I NG BASE TO REMAIN N 0 1; cr, EXISTING 5T I NG BASE TO RE MA I N EXISTING 5T I NG BASE TO REMAIN N EX 1 5TI NG CASEWORK TO REMAIN N — L EXISTING 5T I NG BASE TO REMAIN w 0 cS" ,4- A B C D B 4., V) 0 -C a. 4 OFFICE 404 5 CLASSROOM 405 0 c w f: A5.11 5GALE: 1/4" l'-O" A5.11 SCALE: 1/4"=11-0" ._ key plan 0 0 = ...,- . phase 4 CONSTRUCTION C 0 0 GENERAL NOTES LEGEND KEYNOTES 1 DOCUMENTS c„ .-- MATERIALS, !NH I GH ARE IN SIMILAR LOCATIONS NOT KEY NOTED AT 0 BASE, B-1 0 NOT USED 0 NOT USED 0 ELEGTR I G HAND DRYER 0 NOT USED o FO I G FURN'SHED Err °INNER, INSTALLED BY GONTRAGTOR. o EVERY OCCURRENCE. date 03.01.06 GUARD - SEE FLOOR 0 NAPKIN D I SPENSER 0 NOT USED F010 FURN I SHED BY °INNER, INSTALLED BY OWNER 0 BASE, B-2 0 CORNER PLANS FOR SIZES 0 PROJEGTI ON SCREEN - PROVIDE 2. INTERIOR ELEVAT I ON5 ARE DRAWN IN TRUE DIMENSIONS, UNLESS NOTED (f) 0 BASE, B-3 BLOGK I NG m OTHERINI 5E (I.E. ANGLED, CURVED). 0 NAPKIN DISPOSAL 0 NOT USED revisions -0 CASEWORK D I M. NOTATION: IN I DTH X HEIGHT X DEPTH 0 INOOD TRIM - SEE DETAILS 0 NOT USED o' 0 a, 3. SEE FINISH FLOOR PLANS, REFLECTED CE I L IN& PLANS, INTERIOR 0 NOT USED 0 HOLLOW METAL FRAME - PAINT P-2 TOILET PAPER DISPENSER 0 NOT USED ELEVATIONS AND INTERIOR F I NI 5H LEGEND FOR ALL FINISH in I NFORMAT I ON. AGGENT PAINT GOLOR (P-3) P-X PAINT COLOR (P-X) 0 NOT USED 0 EX I 5TI NG HOLLOW METAL FRAME - 0 GLOGK (FOIG) 0 MIRROR - MI (24"X3 ") 0 NOT USED 0 cv 0 0 NOT USED REFINISH - PAINT P-2 0 NOT USED c) MADIRROsRivE- M2; APPLY TO FRAMELESS, 0 EX I 5T I NG METAL LOGKE1R5 O 4. CENTER ITEMS SUGH A5 FIRE EXTINGUISHER CABINETS I N INA I NSGOT PL-X PLASTIC LAM I NATE -I-6 PANELS. . . . . . . ACCENT PAINT COLOR (P-4) 0 EXISTING DOOR - REFINISH - SEE EX I 5T I NG BUILT IN METAL LOCKERS COLOR (PL-X) 0 1NAINSCOT, SGT-I 0 NOT USED SPECS 0 EMERGENCY HORN/STROBE DEVICE 0 TO REMAIN - REPAINT 2 a. OR STROBE - SEE ELECTRICAL 5. PROVI DE GYP. BD. GONTROL JOINTS AS 5HOINN ON INTERIOR 0 NOT USED 0 NOT USED 0 PLASTIC. TOILET PARTITION, PTG-I 0 ATHLETIC LOCKERS TYPE B Po '.:. .:...... .:.. :- -''::: :.:. .' 0 ELEVATIONS. FOR ROOMS OR WALLS NOT ELEVATED, PROM DE . ..... ... ...:........ ' .: .::...:..: ACCENT PAINT GOLOR (P-5) L., ......::. . ..... . . ......'. .......... 0 NOT USED CONTROL JOINTS PER SPEC I F I CATIONS. 0 INAINSCOT, lAISCT-3 0 NOT USED 0 NOT USED 0 NOT USED __I LT_ „--- 0 NOT USED .-- ,_ , , , ... .. ,.‘. -, .. -.- TAGK. SURFACE 0 EXISTING RUBBER BASE 0 METAL LOCKERS - NE IN 0 NOT USED 0 NOT USED 6. SEE DOOR AND FRAME TYPES FOR ADD I TONAL INFORMATION AND , , .,. , . , , .,, . di REFERENCE TO DETA I L5. S. . .. ., • m < 0 EXISTING DOOR 5 FRAME 0 ATHLETIC. LOCKERS - TYPE A C) NOT USED 0 NOT USED 0 PREMANUFAGTURED WOOD LOCKER project# 02054 z TEMPORARY MALL BENCH l.LJ —J 1. ALL WALLS (NEIN AND EX 1 5TI NG), I NCLUD{NG HALLS NOT ELEVATED, TO G.: 0 NOT USED 0 NOT USED 0 NOT U5ED BE PA I WED, P-I, UNLESS OTHERINI 5E NOTED. ALL WALL BASE TO BE 0 METAL LOCKERS - ADA TYPE 0 CURTAIN N 4 ROD INTERIOR ELEVATIONS (0 B-I, UNLESS OTHERWISE NOTED. REFER TO FINISH FLOOR PLAN FOR .......... ........4 0 INA I N5COT, FINISH PER SOS NOT USED 0 NOT USED 0 SINK 0 NOT USED AD I T I ONAL INFORMATION. I ON. 1 x) D & 4 SPEC'F I GAT!ON5 0 0 NOT USED 0 NOT USED 0 NOT USED ro S. PROVI DE CASEWORK LOCKS AT LOCATIONS INHERE LOG( SYMBOL IS 0 NOT USED o SHOWN (SYMBOL FOR LOCK 15 A SMALL G I RGLE SHOWN CERAMIC N UNDER OR TILE, GT-3 0 C.) TACK SURFACE TS-I NOT USED 0 NOT USED 0 NOT USED t-- " NEXT TO DOOR PULL HANDLE). < 0 0 NOT USED NOT USED 0 SOAP DISPENSER - FOIG 0 NOT USED A5 • II II q. ALL SHELVING' TO BE ADJUSTABLE UNLESS NOTED OTHERWISE. NX\\X CERAMIC TILE, GT-5 0 : C.) NOT USED NOT USED 0 NOT USED 0 to 0 MARKERE3OARD Li; m p: ( 1?fit -STOP TRIM STOP TRIM 0 STOP T M STOP MIRROR ARCHITECTURE + INTERIORS + PLANNING I 0 ill (P-I) ` P-1 P-I 53 P-! P-I _ _____ ___ 1 P-I P-I o 0 SND O N 0 . III 0 • REFRIG I W a) ts ts . ,„,:,, 0 0 0 E [ L1 W z INI O DAN RANGE _ �� ' ° a. CD CD — C) A Q B 0 G Q D © -' 48 A p 5 p G 0 n p z V �N � N doTOILET 407 LIFE SKILLS 408 ,.;. SCALE: I/4"-1'-D" SCALE: {/4"=I'-O" -� zo '' 0 4' (D o 'Z _ a) `fl J < co N J " co c...)m o CD Lc) 0 7, W O Z O 0 Z - 0 Z z Z O� < CD > E2 � dW <t 73 OU,,'" OW� � ¢m� WIO- a mv) EZ U m Q Z Z ccDUO < 0 CD W O C) (nO QQ O O ° O W UQ0 ,_ i`- E U)O o0 m O V WOZ Q ow=OO 8 0 < 0 0 _ic X = I OC L .�._+► > - TFV o v 1 a •-- 4) M (i) J ® M +: v) ..._ u, ...0 -11: 0 -03 cii. ...... 0 0 ...... CD r. a OaC/) . 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SEE F I N I SH FLOOR PLANS, 0 NOT USED O 52 TO I LET PAPER DISPENSER 6a NOT USED L L , REFLECTED GE I L I NG PLANS, INTERIOR O 21 HOLLOW METAL FRAME - PAINT P-2 O O ,,- ELEVATIONS AND INTERIOR FINISH LEGEND FOR ALL FINISH O O INFORMATION. ACCENT PAINT COLOR (P-3} P-X PAINT COLOR P- O NOT USED 38 CLOCK (FOIL) 53 MIRROR - MI (24"X36") �0 NOT USED ( X) 22 EXISTING HOLLOW METAL FRAME - O O CV O - MIRROR - M2; FRAMELESS, cn 4. CENTER O NOT USED REFINISH PAINT P-2 3q NOT USED ADHESIVE APPLY TO WALL 71 EXISTING METAL LOCKERS GE TER ITEMS SUCH AS FIRE EXTINGUISHER CABINETS IN WAI NSGOT PL-X PLASTIC LAMINATE O O PANELS. ACCENT PAINT COLOR (P-4) COLOR (PL-X) 7 WAINSCOT, Y`�SGT-I 23 EXISTING DOOR - REFINISH - SEE EXISTING BUILT !N METAL LOCKERS O SPECS 40 EMERGENCY HORN/STROBE DEV I GE 55 NOT USED �2 O O TO REMAIN - REPAINT ■ 5. PROVIDE GYP. BD. CONTROL JOINTS AS SHOWN ON INTERIOR 8 NOT USED 24 NOT USED OR STROBE - SEE ELECTRICAL PLASTIC TOILET PARTITION, PTC-I 0 0 73 ATHLETIC LOCKERS TYPE B :�:��:� ACCENT P 0 T E PA COLOR (P-5) Q w ELEVA IONS. FOR ROOMS OR WALLS NOT ELEVATED, PROVIDE _ W GT- P # 41 NOT USED 5 3 FR P I IVORY CONTROL JOINTS PER SPEC!F I CATIONS. q !ALAI NSGOT, WSGT-3 NOT E O NOT USED O 25 O USED 57 �i4 NOT USED . o 6. SEE DOOR AND FRAME TYPES FOR ADD I TONAL INFORMATION AND TACK SURFACE 10 EXISTING RUBBER BASE METAL LOCKERS - NEW 42 NOT USED 5S NOT USED w O 2b O ,5 NOT USED m REFERENCE TO DETAILS. .. .. • O < L it EXISTING DOOR 4. FRAME 2� ATHLETIC LOCKERS - TYPE A 43 NOT USED 5q NOT USED 76 PREMANUFACTURED WOOD LOCKER project# 02054 zW TEMPORARY WALL O O O J O 1. ALL WALLS (NEW AND EXISTING), 1 NCLUD I NG WALLS NOT ELEVATED, TO 12 NOT USED � BENCH BE PAINTED, P-I, UNLESS OTHERWISE NOTED. ALL WALL BASE TO BE o 28 METAL LOCKERS - ADA TYPE 0 NOT USED O NOT USED 7� CURTAIN N ROD 0 o INTERIOR ELEVATIONS CO B-I, UNLESS OTHERWISE NOTED. REFER TO FINISH FLOOR PLAN FOR ��. ., .. .... .. .1 0 E L E 0 S ADD ITIONAL INFORMATION. � W 13 AINSCOT, FINISH PER NOT USED 2q NOT USED 45 SINK 61 NOT USED (0 0 �,��4 SPECIFICATIONS ■0 S. PROVIDE CASEWORK LOCKS AT LOCATIONS WHERE LOCK SYMBOL IS 14 NOT USED 30 NOT USED NOT USED 62 NOT USED O SHOWN (SYMBOL FOR LOCK 15 A SMALL C I ROLE SHOWN UNDER OR CERAMIC TILE, GT-3 15 NOT USED 31 TACK SURFACE TS-I 47 NOT USED 63 NOT USED Q NEXT TO DOOR PULL HANDLE). o 0 CERAMIC TILE, GT-5 I6 NOT USED 32 NOT USED 48 SOAP DISPENSER - FO IC 64 NOT USED /1■5 • 1 2 co ci. ALL SHELVING TO BE ADJUSTABLE UNLESS NOTED OTHERWISE. O N M 17 NOT USED 33 NOT USED 65 a NOT USED 0 LI; 34 MARKERBOARD m R LEGEND: 2X4 FIXTURE NO CEILING' WORK E. 2X2 FIXTURE THIS AREA 1 1 I X4 FIXTURE or .......iiii,...,„,...............-.,,m.,....,......,. . 011111111•111111111111111111C1■111•11111111111111111 1 I STRIP P F I XTURE ARCHITECTURE + INTERIORS + PLANNING ---- PENDANT FIXTURE I I 1 i • 1 I I PENDANT FIXTURE c) c; "<>. PENDANT FIXTURE CO DJ (NI Q o., tt . re 0 RECESSED FIXTURE o ELECT STORAGE TRANSITIONS 3 INALL SCONCE FIXTURE LU z I I 406 405 REPAIR EXISITNG LAY-IN 415 C = CE I L I NG GRIP AT NEW MALL © HIGH BAY FIXTURE 0 0.. OD INHERE GRID 15 REUSED IN ADJACENT ROOM - SEE 030 - c7 DEMOLITION PLAN SUPPLY AIR DIFFUSER z -...., c::. r•-• i 402 it CD IZI RETURN AIR D I FFUSER Cl) u.) u..., I _ r 1 I El AGGESS PANEL-SEE MECH. FOR FINAL NAL SI ZE AND LOCATION. 0 0 cp an _ _ Ji AR.ANGE L I GHTS IN (NOTE: ADD I T I ONAL ACCESS I I MI III III FIG II 403 Illii EXISTING GRID 1111 PANELS MAY BE REQU I RED-GOOR ID. IN I TH MEGH. 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FOR `'' ""I I ADDITIONAL INFORMATION — — pi SUPPLY OR 1 RETURN AIR Ana GRILL OR 14-"---■ I ir 8'-ba DIFFUSER ■I 8'_41' o 1 SPRINKLER :Lij - o z i! f I ( � I HEAD itz rn ¢ swim.I I I SURFACE TO BE - W E I ( I I '� PAINTED, PAINT o w o`t 8'-4" NUMBER INDICATED V a m o z w I-- �� SKYLIGHT ° J m . MI' I !!:tm!m ��;; ' T 1 - ' CO E 1-1-0 Ztr0 Alik -. :1.IN q,0 j � ��1■.■■•q.03 owOoaz W U o =max .mMD MIMI ��11�� MI 1111 ..� NM III Il AGT- - — — t LAY-I N ce0 CD 0 CD ■ '■'G' — — — — — ,�;�.. — _ _ /�►� 0 0 ■�) 1I ACOUSTIC TILE_ _ _ ___....,,,, __R AGT-2 �■■ ,r. I MIR LAY-IN ACOUSTIC 0 Cn M �I CEILING TILE ."� d.. — E)'-4" 0 Z.:()"'" IL _ O gill - - CU (1) --..e, — _ — — �� — _ — — - — AGT-3 L 0 .... t( ' ADHESIVE-APPLIED Q ■■.. 0 w 0 ACOUSTIC CEILING 0 r- I • . TILE ■� LI ..� -.. 0 CL 0 - PA o °I5 Cr) ,. NTED GYP. -I . ' : '.,:•.:....-.::• BOARD GE I L I NG MI t 1 .. ... 11 I i III li El IL III _ .�i M CU -0 I�7_ i - LAYER 5/8" GYP. 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SKYLIGHT m .TOILET . .. .. : �• .z ® . _., 520 � - W a•RM. - . . , - • • U gi:' ' "•,,' -,-. :...-••. � � � OQo•FURR DOI^IN TO : - . .._ . .• • • - I` i' I }_, .I • • . - •: CD (`;Q0 Q• UNDERSIDE OF •. ;-. ..... .V:. "�'. ,. •-` �- 0 - BEAMr= 'r' U Z CY_o li EXISTING °cn 0 < co 1 11111111111111111111111111111111111111111111111111111111111111 • . :... .... CEILING U.N.O. I�- ~ � �0 >- - — Um � �-=ZQ ' = W 0 0 0 0 W000(X Z ■■■■■■■■■1 ■■■■■■■■■■■■■�,. '� = X X .._M D CiORR. 0 I-- a. W O F-tl to 521 1■■■■■■■■1 : ■■■■■■■■■■1 ■■■ --- ■■1 AGT-I Ce 1■■■■■■■■1 • ■■■■ ■■■■■1 ■■M ■■1 1■■■■■■■■I : 11111111111111111111111111111111111 ■■■ ■■1 1■■■■■■■■1 : ■■■■■■■■■■1 ■■■ ■N ACOUSTIC TILE PREP AND PAINT - 1■■■■■■■■I ■■■■■■■■■■1 ■■■ MP EXISTING IX' TILE TO �' �"�� EXISTING 1■■■■■■■■1 .: ■■■■■■■■■■1 ■■■ ■■1 REMAIN-REPLACE �„� CD 1■■■■■■■■1 '' ■■■■■■■■■■1 ■■■ ■■1 p PLASTER CEILING 1■■■■■■■■1 ■■tip ib MINIM rs INIZr ■■i ■■■ ■■1 DAMAGED/LOOSE TILES MI 1■■■■■■■■1 • ■■■L3_Z►_�ii1■■1 ■■■ ■■1! 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I a .... -..-.. - tt ♦��♦ 2 LAYER 5/8 GYP BD I"I'h"L L.. �j��j�j�j�� • OVER EXISTING �''. 0 r45 *.i:�� STRUCTURE FIRE TAPED CO CO MATC-- _ co uj cn C) rrt" - - I ER" V IMMIMM. C1- _ .3C' I I - SOUND REFLECTOR 1 Il IHI «' •:'� • OPEN TO STRUCTURE, .:%:''..:: : NMI 111 OT5 PAINTED INHERE NOTED. - - INCLUDES ALL CD PAINT EXISTING GYP. 4110 EXPOSED ITEMS BOARD GE I L I NG r , . slit iNfAiltt I I - 0 ° I I a cs = Ell]N CO a 11:: i N Qn C_ 3 a ° ,t. Q) Lii.......4:11 13 o t a 1 O 0 { k e y p l a n U L. O phase 4 CONSTRUCTION N I i DOCUMENTS N date 03.01.06 v, 0 0 0 revisions CP Ln O N O U N O O W LI Li M W project# 02054 MAIN FLOOR RCP- O PHYSICAL EDUCATION 0 L] 0 TRUE PROJECT NORTH NORTH A 6 . 2 2 Lo r0 I MAIN FLOOR REFLECTED CEILING PLAN-PHYSICAL ED./CE2 L6 6.2 . SCALE: I/S" = l'-0" 1 \ 1 di ) II Wi, 4 4 •%.O • %.O ARCHITECTURE + INTERIORS+ PLANNING 4 •8.0 5 \ 5 •8.0 - •8.0 •8.0 In N N t/1 ° N v W d' II ►► ►► , ► ►� ►� 6 b / �_6 / 3 / -6 / '%.0 / 3_6 / 3-6 / 3 / • % • %.0 cc o o IO'-6" R.O. ,, 10'_6" R.O. / / 5'-O" R.O. ,, W z W . -� GLASS TYPE "I TO" THIS FRAME GLASS TYPE "G I T" THIS FRAME GLASS TYPE "G I T" THIS FRAME v `- co 0 A O z c, M V (J N N O � M co •4v (!) Lo I ALUMINUM STOREFRONT ELEVATIONS -' A 8.0 SCALE: I/4"=I'-O'► O ° g; J ¢'S co N J N (/) M O co U e- In M v.; 3'_4►► 6'-4" 5'-10" 81-4" 5'-g►► 3'_4►► 2 2 2" 2►► 2►► 2►► 2" 2-" 2" 2'' 2-► 2► 31-0" 6'--0" + ) 2'- 3'3►-0►► " " 3►_0►► 8 O 5-4 ,� Or it GENERAL NOTES: N N I. FIELD MEASURE ALL WINDOW OPENINGS PRIOR TO --7'. \ L.` kk \ . -- \ \ \ \ \ \ MANUFACTURING w z o 0 N Q 24 CO N N 2. ROUGH OPENING (RD.) = NOMINAL MASONRY OPENING rum Z>w rn< _ _ In N •q.0 m 1 CD_ _ _ _ _ 3 ALL GLAZ I NS AT STOREFRONT TO BE GLAZING TYPE "G I T", 091:52V2 l o w o Z? (N ' N - ry O Cy UNLESS NOTED OTHERWISE , r r N r- r- t-- r r-- r 1--- I. 0 o z c m 0 O N E ZUm< 2z NOT USED NOT USED m NOT USED NOT USED m RD-,-.50 < c)Q ce f= 60 ° 00 ScnON. Q ¢ 1 2 3 4 5 6 7 8 9 10 oo ziyo momma O E 2*..1)82<c2 oz¢ OF=-QWO)F=-- OCC/) Ce 2 HOLLOW METAL FRAME TYPES (SEE DOOR/REL I TE SCHEDULE FOR SPED I F I G FRAME DETAIL DESIGNATIONS) E 8.0 SGALE: I/4"=I'-0" CD 0 CD 0 4.0 1c? 6 6" 4'� r6►► y y MAX. AREA Ca J Q M 100 SO. IN. \ ———1 \ "c13 \ ZO N\ NC T.• 0 ' ° 0 N w r- 7 _.J N CD N = CO al 111 \ Y 0 0 °a (/) 0 kn 0 (1) c a o ._ ca a) or) SEE SEE SEE �.r.�. 73 U) r HEDUL 12 PAIR )GHEE'UL •GHEDUL a' CIA (1) = E -4- ■ E tv CV A B NOT USED C D (0 co i -C N. co 1:',,,. i•—• P. 0 ce O co N cn -� CO W 0) o L- ■�■ O tL� 0) 3 DOOR TYPES I— C..) F— Si' i= A 8.0 SGALE: I/4"=I'-O" INSULATED ALUMINUM WINDOW SYSTEM PREF I NISHED 51 LL PAN WITH END DAMS, SHIM AS REQU I RED . / • . / , . - SEALANT JOINT r a EXIST. EXTERIOR GONG. - EXIST. EXTERIOR GONG. WALL WALL P-LAM 51 LL AND TRIM ° 7 (I) LYR. GWB OVER MTL. ° (I) LYR. GWB OVER MTL. ' ° ° . STUDS - SEE WALL TYPES 4 STUDS - SEE WALL TYPES I rim-T LAY-I N GE I L I NG AS OCCURS PREFI N15HED FLASHING I N w��a t\lI', a EXISTING `,I`y; N REGLET-PROVIDE "SPRING" ,.iII' : ' TYPE ANCHORING Mil o .1r--- --..�wr. ' PREFINISHED HEAD fr ° �\ _ cz, B FLASHING IN EXISTING : ... 3cio illi we REGLET-PROYI DE "SPRING" �``'� SEALANT ::::::::: PREF I N I SHED 51 LL E �� FLASHING SET IN MASTIC. __• TYPE ANCHORING � ��`, SLOPE AWAY FROM "-41 SEALANT 4 3/8 PORTLAND ° BUILDING (TURN UP AT SILL GEMENT PLASTER c SEALANT $ BAGKERROD ° PAN) OVER GMU. FLUSH OUT � o SEALANT 4 BAGKERROD WINDOW SYSTEM ALUMINUM (I) LYR. GWB OVER MTL. WITH EXISTING d INSULATED ALUMINUM STUDS - SEE WALL TYPES PLASTER SYSTEM °' I WINDOW SYSTEM ' I EXIST. EXTERIOR GONG. a.°- WALL/NEW GMU W/ STUCCO d- ° 4 HEAD (& EXISTING CONC. 5 EXISTING CONC. 6 S ILL C� EXISTING CONC. - CMU/STUCCO INFILL 8.0 SGALE::3►►_1►_0" A ►► ►► k e y p a n A s 8.0 SGALE:3 =I -O Py,O SGALE:3"=i'-O" ' 8,O SGALE:3"=1'-O" 0 D phase 4 CONSTRUCTION 0 o 1 N .. DOCUMENTS O O N date 03.01.06 1 v) -a revisions a a, Nr- Ln O N O 2 U N O i d M O W J_ I.L. / / lii z project# 02054 w LT FRAME TYPES, ° DETAILS ° O ro O w I- A8 • 0 1 ,_ ,c M ..6 w I m ,,__ (E) DECK (TYP.) COMPRESSIBLE ELASTOMERIC SPECIFIED SEALANT BUILDING PAPER �� EXISTING METAL REGLET TAPE TO SPAN INSULATION WITH WOOD FIBER IRREGULARITIES SURFACE MOUNTED ( EXISTING SIDING OR NEW SIDE i NSULAT I ON A5 SPEGIFIED EXISTING WALL FASTENED yA,ll I NG FLASHING W/ HEMMED EDGE , - giCt 952 ' GOP I NG SC: Ro?: E W 4 NEREN , 110. ,A (' - •� W``��'````��. MI THE COUNTER FLASHING AND Z Q S4 SEAL ��i - FLASHING TO THE WALL. Z �A CONTINUOUS METAL CLEAT . - J tn Z STAINLESS STEEL X ARCHITECTURE + INTERIORS + PLANNING . z v � � .� SLOPED P.T. NAILER w cow r 1� SCREW W/ NEOPRENE ''sNii1140j 0 WASHER ® 24 IN. O.G. GOUNTERFLASHING-SEE ,8.0 EXISTING WALL Z 1,. COUNTERFLASHING WHERE REQUIRED METAL WALL FLASHING OVER •.- I / \ \.\ /\ 0 J CONTINUOUS BUILDING PAPER CLEAT FASTENED / BASE FLASHING AS ,� / N cz 16 I N. 0.C. SPEGIFIED PARPAPET WALL - `∎.∎q'Q' �. STAINLESS STEEL SCREW W/ NEOPRENE W I♦♦♦♦♦� - WASHER FASTENED ® 18 O.G. PINNING o / ��,`��- / COUNTER FLASHING AND FLASHING ° SLOPED P.T. / NAIL WOOD GANT TO :■,Ati T HE GOU TE NAILER / BLOCKING 2 ROWS LAP BUILDING PAPER OVER /� ��t, SURFACE COATING TO THE WALL. W °z - STAGGERED EACH FLASHING V "' ■ °p°°°° A5 SPEGIFIED ° 0 0 0 METAL COUNTER FLASHING METAL COUNTER FLASHING KYNAR w v t- _ . [ AL. . oft ow s ' ,* , 4%' ROW 24 IN. O.G. -�. ° °o°o°c MULTI Y ROOFING c� ,•_; o o L L KYNAR FINISH W/ HEMMED FINISH W/ HEMMED EDGE. �} o �i „� �. EDGE. _ �, i II . / ' : • ( `� INSULATION WITH z w N N. �,�4 i NAIL WOOD GANT TO WOOD FIBER ELASTOMERIG FLASHING EXTEND UP ELASTOMERIC FLASHING EXTEND UP 0 o� M SECTION A-A °0 000 0 0 SURFACE COATING GDUNTERFLASH I NG 1 INSULATION AS WALL MINIMUM 8" MAXIMUM 12" WALL M!N i MUM 8", MAXIMUM 12" 01 •o 0 0 o A5 SPEGIFIED BLOGKI NG 2 ROWS SPEGIFIED i► 1► •�, • o o c 1■\ 1■► z ;._�a :'<"t:: . ••o o p / STAGGERED EACH i■■► FIBER GANT 1■■\ FIBER GANT ..1 v o S ° / ROW 24 IN. O.G. BUR MEMBRANE z •, MULTI-PLY ROOFING i MUM. BUR MEMBRANE Iiiii► 0 A 1■■■■■► 1■■■■■► `: INSULATION WITH WOOD NAILER SECURED TO- 1■■■1111M. 1■■■■►�► _ co i■■■■■■■► i■■.■■■■► J CO WALL WOOD FIBER .v . DECK WITH APPROPRIATE I■■�■■■■�, --� < N ........ 1■■■■■■■■■► i■��■�■■■■► t J INSULATION AS FASTENERS, 2 ROWS .....LMIL..MIL `> -- N WOOD NAILER SECURED TO DECK WITH SPEGIFIED '!�� STAGGERED EACH ROW 24 — co o R n _ APPROPRIATE FASTENERS, 2 OWS I N. O.G. a� ►n STAGGERED EACH ROW 24 IN. O.G. FLASHING AT CONCRETE WALL REGLET 0 M w 1 PARAPET COPING 3 PARAPET WALL DETAIL 4 WALLS/PAR APET S COUNTERFLASHING 5 6 COUNTERFLASHING A 8.0 _ SCALE:N.T.S. • 8.0 , SCALE:N.T.S. A £'j,0 . SCALE:N.T.S. A E3.0 . SCALE: N.T.S. • 8.Q - SGA :N.T.S. BUILDING PAPER Z WALL METAL W/ HEMMED EDGE / SET PRIMED LEAD FLANGE PERFORATED 16 GAUGE LEAD GAP 1 IN. - // / � IN N SPECIFIED MASTIC MULTI-PLY ROOFING 5.5. GRAVEL GRAVEL DOWN INTO P 1 PE c�i ROLLED LEAD FLASHING I" _ STAINLESS STEEL SCREW W/ / /7 .- FASTENERST�iNS�CEN (\ w DOWN INTO PIPE. INSTALL 1/4" NEOPRENE WASHER v z o • Y / STEEL SCUPPER TUBE BOTH 5I DES a'''MEI 5.5 SCREEN SET IN CAULK TO FASTENED ® !8" D.G. PINNING z - von' z -� / - 2b 6UAGE STAINLESS STRAINER arm z NAILS 3 IN. O.G. I ,, / COVER OPENING ON ALL THE COUNTER FLASHINo AND o w›- Z Q / / / GRAVEL ROOFS. FLASHING TO THE WALL. CD rz - ¢w STAGGERED 2 ROWS 4 JOINT OVERLAP _ / g�� A�•�j 6`ANGE BENT f � � _ 0 v� o�� WITH DOUBLE BEAD / SOLDERED TO SCUPPER TUBE CLAMPING RING I I 774- J ID ¢ w z 1-- METAL SET I N � • / 40. � /. � m �w t-- SPEG 1 F I ED OF SEALANT PLUMBING VENT STACK a z m ¢MASTI G-PRIME FLANGE I 4 LB. LEAD FLASHING z o J o< I / PRIMED AND SET I N WALL 1=- w ¢ BEFORE STRIPPING / _ � �, bXb STEEL SCUPPER ,.• � '"•-., SPEGIFIED MASTIC r� SET LEAD FLANGE IN o v m z z TWO PLY STRIPPING "�� SPEGIFIED MASTIC rzwo°¢O • o TUBE 2b GUAGE ••• -- V Q v) SPEGIFIED MASTIG .. / o ` MEMBRANE PLIE5 AT �/FELT ENVELOPE y kw......PKW■ \\4ii _ TV4O-PLT 4 LD• 1 5TR1 PPI NG =DECK CLAMP •'•'/ > i r i r � .,,.:•::. . � g4 rr/ -r r r r ,��..::.•;,i e D -r= It-IT- r r = 1 �iy, F-in - acn �� ••••�� r- -r-r: r j •,::�. METAL COUNTER FLASHING SURFACE COATING iiV %%r-r-r-i r A o-v ►� -„ ,00000 '.�f -r-��i i i-1 •o,:I'`' ; TWO-PLY STRIPPING . 7141V -' , • 0 0 0 SURFACE �►♦♦�♦.� 0 0 0 f �• , •: i r ► i 4 \ KYNAR FINISH 1N/ HEMMED A5 SPEGIFIED , .. l IX 0 0 COAT I NG A5 .♦♦♦ o o O �/! �..••,.••.• - EDGE. �+,,0°0000 SPEGIFIED ;, ��♦�� o 0 0 0000 1,, LIM E, c *4. p MULTIPLY ROOFING ALL DIN COMPONENTS SHALL BE MADE OF CONTINUOUS �� RAIN INSERTS SHALL BE USED. it-. :•411:11100.:, -:: TAPERED INSULATION WITH ; '-'�� ?::. O CLEAT FASTENED ' ♦♦♦A�. GAST IRON. NOD 1 •.: mow 1 '•.V:::::--I N (E) GONG. WALL �•�j♦♦�� , -.,,� WOOD FIBER INSULATION ■ ∎.4,, �ii/ ELASTOMERIG FLASHING EXTEND � S� d' Ib N. D.G. / t♦ INSULATION WITH • • AS SPEGIFIED i ��. -:>. j\ UP WALL MINIMUM 8", MAXIMUM I2" / �• 19 2. EXISTING WALL WOOD FIBER PRIME THE LEAD BEFORE INSTALLATION! NAIL WOOD GANT TO BLOCKING INSULATION WITH ROUND OUTSIDE CORNERS OF LEAD �' i �''•.; � � �� ., 1■�► FIBER GANT � INSULATION A5 •�� •• : M 2 ROWS STAGGERED EAGH ROW WOOD FIBER DECK , MULTI-PLY ROOFING I■■�� BUR MEMBRANE 0 d' SPECIFIED GRAVEL ROOF: I” x 4" STA I NLE55 GRAVEL STOP. 3b I NGHES SQUARE ; ∎� jQ�■■■� ATTACH NAILER TO 24 IN. O.G. INSULATION AS MIN. SET i N APPROVED MASTIG AROOUD THE ROOF DRAIN. I / INSULATION WITH WOOD FIBER 1■■■■�a` M WALL REFER TO SPEGIFIED r 1■■■■■■■► J O FACTORY MUTUAL DATA WOOD NAILER SECURED TO DECK INSULATION AS SPEGIFIED 1■■v■■■■■. NOTE: OVERFLOW NOT SHOWN-PROVIDE A5 A SINGLE INSTALLATION W/ OVERFLOW TYP. '! W SHEET I-4q WITH APPROPRIATE FASTENERS, fir■• 2 ROWS STAGGERED EACH ROW DEGKING . Min 0 -as 24 IN. O.G. WALL o., •— o GRAVEL STOP EDGE PLUMBING VENT 12 COUNTERFLASHING -� 8 SCUPPER DETAIL � ROOF DRAIN 11 ...... CD .....= 0 • SCALE:N.T.S. SCALE:N.T.S. • 8.0 , SCALE:N.T.S. 0 C..)8.0 8,G , SCALE:N.T.S.NT5 • ao . SCALE:N.T.S.NT5 8.0 a CD . (/) Cin ■_0 °ft; c) CO .ice -0 an to ce `,' "um C H. E ("NJ X CO tTS N 1 L. E. cs, "Ci L. im_ E-CD E) ce TWO-PLY STRIPPING O CI) uj MECHANICALLY ' . STAGGER FASTEN 3 2" MIN. 26 GA. STAINLESS Immul () i.. . O 1= N. O.G. �, PITCH PAN WITH STAINLESS GAP SURFACE NAIL WOOD GANT TO METAL FLANGE SET COATING AS BLOCKING 2 ROWS MASTIG SEAL AT EXISTING ROOF ACCESS REMOVE AND REINSTALL IN SPEGIFIED MASTIC SPEGIFIED OPEN FLANGE FOR CAULK FORMED WITH STAGGERED EACH ROW 24 PERIMETER HATCH OR SMOKE VENT EXISTING MECHANICAL UNIT PRIME FLANGE STAINLESS STEEL N. D.G. THE LEAD II OR DUCT BEFORE STRIPPING. MULTI-PLY CLAMPING RING ' t II�.,,,--t� SPEGIFIED 4 LB. LEAD FLANGE l 24 GAUGE GALVANIZED o ROOFING �tN•o Qo, FASTENERS WITH SOLDERED TO 2b GA. PREFINlSHED FLASHING °o°o°0 4 LB. SHEET LEAD NEOPRENE SEALANT STAINLESS STEEL. SET W/ HEMMED EDGES $ 1/4" 0 0 0 0 0° INSULATION WITH JI WRAPPED 11/2 TIMES WASHERS �..►' IN MASTIG OVER THE o , � OOD FER AROUND IPE \ \�.�' FIVE GDURSE FLASHING 3 PIPE PETRATION O �,4",_ ��,;. REFER TO FACTORY '�!�� ' / IDES � � _,_- .1.t _ o� � MUTUAL DATA SHEET i-4Q '� a ( � r ® 12 D.G. ALL 5 i I �. Z _ I I 4 � o 0 0 00 ,,,___.-------- SURFACE COATING AS I // ...."// / EXISTING CURB OR NEW m - \ 0 0 SPEGIFIED �` / EXISTING NG PREMANUFAGTURED 4 LB. LEAD JACK SET I N �♦ o c / 1( _ MASTIG. PRIME AND 5 '♦i♦ii . / �or_ '�!�♦♦� - MULTI-PLY ROOFING ROOF MEMBRANE G CURB OR NEW CURB CURB COURSE FLASH FLANGE •i ice. f - GUI II R " `♦�•♦S� MULTI-PLY ROOFING W/ BASE MULTI PLY ROOFING W/ BASE o BRACKET 36 I N. ATTACH NAI ER TO INSULATION WITH WOOD FILL 1.5" FROM TOP .�.� ,� F LASHING AS SPEGIFIED FLASHING A5 SPEGIFIED, APPROVED MA51TG--� IULATIOIITH WOOD FER Kt-rk-t NoN_ 5}{RANK `�*' !�' a I 1 tR STRAP 3b FACTORMUTUAL F I BER GANT F I BER GANT D.G. IJ1 T D T //4iuiI��I 4■■+%■1 I Q WOOD FIBER ,.I�� ) DRY SHEET FASTENED {b N. D.G. THREE COURSE FLASH SPEC FIEDN AS r� _ . .. _ , ►i RIGID INSULATION WHERE pii-- —np RI FELT ENVELOPE � WOOD FIBER INSULATION A5 EXISTING WALL I I EXISTINALL MEMBRANE AROUND THE ROOF MEMBRANE \- ROOF DECK PROJECTION PRIOR TO 4 LB. LEAD SOLDERED TO PITCH EXISTING DECK �- NOTE: SECURE ROOF EDGE W i TH TWO FASTENERS WITH (" o NEOPRENE WASHERS AT THE CENTER OF EACH FASG I A INSTALLING THE P I TCH PAN PRIME LEAD FLANGE, SET I N EXISTING DECK NOTE: SLOPE GUI I ER TO o DOWNSPOUTS 1/4 N./FT. M I N I MUM SECTION PAN. SPEGIFIED MASTIG. ROUND ALL a CORNER OF FLANGE. __A_I__ 1 PITCH POCKET CURB DETAIL 18 CURB DETAIL ROOF EDGE VV/ GUTTER 14 LEAD SHIRT ON PIPE ,5 RAISED �iIETAL EDGE 16 1-r key p I a n 1 SCALE:N.T.S. •' 8,0 - SCALE:N.T.S. •' 8,O - SCALE:3"=I'-O" A 8.0 - SCALE:3"-I'-D" O 8.O SCALE:N.T.S. E . , SCALE:N.T.S. f.� o L O phase 4 CONSTRUCTION 0 N DOCUMENTS . - a 0 N date 1 revisions -0 0 0 N O 0 O O i tl O W J CZ / m project# 02054 z ROOF DETAILS 0 co 0 0 Li A8 . 02 02 N ro M tii W m F- SEE WALL TYPES FOR SEE WALL TYPES FOR SEE WALL TYPES FOR WALL ASSEMBLY WALL ASSEMBLY WALL ASSEMBLY INFORMATION INFORMATION a INFORMATION V INSULATION WHERE OCCURS ° ' 6 GMU LINTEL ° y__ -- S GMU LINTEL SEE WALL TYPES �:. /...,_______----- ° (I) LYR. /a GYP. BD. EA. /41 . -/ 5I DE - SEE WALL TYPES • HEADER - SEE WALL / ; . TYPES 4 STRUGT. BACKER ROD ARCHITECTURE + INTERIORS+ PLANNING ■ / BACKER ROD ( / �,, .SEALANT, TYR //i/// _a ° FME- . HOLLOW METAL FRAME - \ `\ GROUT SOLI D �-- `_ GROUT SOLID HOLLOW METAL FRAME k _ k o 0 r ) • - ....:1- u) .:,-: . m • O. W a> iz iz /.. DOOR AS SCHEDULED :��"�`� SCHEDULED DOOR ,.:fr.."' - SCHEDULED DOOR w ci Tc !• W . / 1 v o N Adi z ,.., . , ,, .,N ~ O V cv 0> M w � to DOOR HEAD DOOR HEAD i HM HEAD 2 3 ._ ` ' ct•Q SCALE: 3 =I'-0 C1,0 SCALE:5"=1'-0" A Q.Q SCALE:3 =11-0" = c U) 1 < ca N N SEE WALL TYPES FOR HARDWOOD CAP AT i o M co WALL ASSEMBLY WAINSCOT - a V co u, INFORMATION INAI NSGOT WHERE OCCURS o w - SEE INT. ELEVATIONS ° ° J- i INSULATION WHERE OCCURS 8 GMU - SEE WALL TYPES °° , ° 5 �: '.. 6" GMU ° ... . ' (I) LYR. /8 GYP. BD. EA. ------ SIDE - SEE WALL TYPES ° a ° METAL BOXED STUDS r =. :. � - MASONRY ANCHOR SEE WALL TYPES FOR v z o 0 ° ::._.'.k {... MASONRY ANCHOR :'..� SIZES a :/ BACKER ROD $ SEALANT �� z ` 7 --- -,-.._____ ::.:.I Z t- z �� __ � � SEALANT. TYP. : :�°:{'..�.....� (� . � .� -� : � ..: � o> w -z >- 3/8 �.� �. � ,. . :°.:�:{�.�... . .��:...:.� BACKER ROD � SEALANT ..� .:..{ . �.,. � �... CHAMFER, a�� ...�... .... :{ .._a �.. . . . 4. . ..C :.. .. HOLLOW METAL FRAME- �U � z � WAINSCOT T FRAME- °° w Q 0301-D �� ,/.6/ f/4 � HOLLOW ME AL � � ° ( { .tt HOLLOW METAL FRAME '� .AINSCOT l` � ' � T.��,.- .-L:— .., -.-... z— ' GAP : : ::.. ..`.:..: .: �.. GLAZING STOP WHERE OCCURS F- w r........%_______ Q L:_ . J L , Um Z Z �� U O Q O - SCHEDULED DOOR '111 f SCHEDULED DOOR � Q� W7 � DOOR A5 SCHEDULED O� o 9 Q SCHEDULED GLAZING �/ c'w z o c 2- WHERE OCCURS o E >-'-'°mi " ¢�--o0 ,....„„, 0 c:0- A, 1 O U W=w o O Q o Ups Z 0 F-O.. WC3r;t-1 (n 1 HM JAMB , DOOR JAMB Q DOOR JAMB Ct • c{to SCALE:3"=1'-O" ' q{,Q SCALE:3"=I'-O" ' CI•Q SCALE:3"=1'-O" > moNd I.CD 0 CD O PES FOR SEE WALL TYPES FOR SEE WALL TYPES FOR ,� = Q O' SEE WALL TY WALL ASSEMBLY INSULATION WHERE 0 co M WALL ASSEMBLY WALL ASSEMBLY INFORMATION INFORMATION INFORMATION FIELD VERIFY OCCURS SEE WALL a . ."". �t TYPES CD ^ `/� r 'w'_ I I YR. 5 "GYP. BD. � � '�� t V INSULATION WHERE OCCURS limb INSULATION WHERE OCCURS I () L /e - SEE WALL TYPES - SEE WALL TYPES EA. 51 DE SEE L 0 6 WALL TYPES am ■,m O a (I) LYR. 5/8" GYP. BD. EA I i (I) LYR. 5/8" GYP. BD. EA MI _ 0 s 2 : �.:; SIDE - SEE WALL TYPES �: .. ; SIDE - SEE WALL TYPES i ; METAL BOXED U °- i HEADER - SEE WALL HEADER - SEE WALL STUDS SEE WALL 0 TYPES $ STRUGT. r TYPES 4 STRUGT. TYPES $ STRUGT. 0 Cl) SEALANT, TYP. SEALANT, TYP. SEALANT, TYP. � ~`\� HOLLOW METAL FRAME �� HOLLOW METAL FRAME HOLLOW METAL Q FRAME ■ CO NI CD .�.i ri, 1" .. LOUVERED HORI Z BLINDS 1j LOUVERED HORI Z BLINDS LOUVERED HORI Z _ '�' L9 WHERE NOTED I N SPECS WHERE NOTED I N SPECS BL 1 ND5 WHERE 0) (I) = w L„ NOTED I N SPECS ■ HOLLOW METAL STOP ® HOLLOW METAL STOP ® HOLLOW METAL X CZ -C (• RELITES $ 5I DEL ITES RELITES $ 5I DEL ITES STOP 0 RELITES $ L 51DELITES -a • 0 c, A N AS L"" GL AZ!NG AS SCHEDULED GLAZING AS SCHEDULED GL AZ I G � �..r, � 0 ® RELITE5 51 DEL ITES 1 L-_ @ RECITES $ SIDELITES J� SCHEDULED 2 V ® REL I TES $ � � j, die 2 2 51DELITES �CO uj _C O C3 15 HMHEAD I.4 HMHEAD ( HMHEAD 1 I- A G1.Q SCALE:3"=1'-O" ' Q,0 SCALE:3"=I'-O" CI.O SCALE:3"=1'-O" SEE WALL TYPES FOR SEE WALL TYPES FOR SEE WALL TYPES FOR VARIES WALL ASSEMBLY WALL ASSEMBLY WALL ASSEM5Li' __ - INSULATION W W HERE SE ALL TYPES INFORMATION INFORMATION INSULATION WHERE OCCURS INFORMATION FIELD VERIFY OCCURS - SEE WALL - SEE WALL TYPES 'I TYPES DOOR AS SCHEDULED - r r'�r _ \ d VERIFY SWING DIRECTION iN i (I) LYR. 543"GYP. BD. - _ 1 INSULATION WHERE OCCURS �: INSULATION WHERE OCCURS ��l EA. SIDE - SEE �,b �� - SEE WALL TYPES - SEE WALL TYPES WALL TYPES HOLLOW METAL FRAME i1 rI (I) LYR. 5/e" GYP. BD. EA (I) LYR. 5/e" GYP. BD. EA I liu GLAZING STOP (PAINTED) SIDE - SEE WALL TYPES I. . SIDE - SEE WALL TYPES _`- r—• METAL BOXED GLAZING - SEE SCHEDULE I METAL BOXED STUDS - ,.I L: . 2X6 STUDS - SEE WALL :) + ---''-'\ STUDS SEE WALL SEE WALL TYPES FOR .. !. TYPES TYPES $ STRUGT. i SIZES SEALANT, TYP. HALL/CORR. INSIDE ROOM(i, SEALANT, TYP. SEALANT, TYP. `, �� ! °: TYP. TYP. 0 T HOLLOW METAL FRAME �� HOLLOW METAL FRAME N HOLLOW METAL DOOR AS SCHEDULED - ■ FRAME _ T • i, 1.._____ ` = VER!FY SW 1 NG DI REGTI ON O 0 �1 i� �i f I-�oLL�oW METAL $ �, � i: =' 00 STOP ® REL TES t'O Q 1 SI DEL ITES m N\; \i WAI NSGOT WHERE N� 0, HOLLOW METAL STOP ® HOLLOW METAL STOP e HOLLOW METAL FRAME G OCCURS - SEE 3 i RECITES $ SIDELIMs RECITES $ 51 DEL ITES a -14 8/AQ.01 FOR TYP. � GLAZ i NG STOP PAINTED CS ! ' ! NOTES 1 GLAZING - SEE SCHEDULE GLAZINS AS SCHEDULED GLAZING AS SCHEDULED N ® RELITES $ 5I DELI TES i ® RELITES $ S I DELI TES GLAZING AS a I► �' SCHEDULED a je 2 je �, 2 je 2" ® RECITES $die HALL/CORR. INSIDE ROOM 5IDELITES ?YP. TYP. ° (; 4S\ HM JAMB HM JAMB HM 24 HM MULLION/JAMB Cf. 20 21 JAMB k e y p l a n SCALE:3"=1 1_O" ' a.0 SCALE:3"=I I_O" o q,p SCALE:3"=1'-O" •Q SCALE: 11/2' = I -O 0 j phase 4 1CONSTRUCTION 0 SEE WALL TYPES FOR SEE ALL TYPES FOR SEE WALL TYPES FOR W N WALL ASSEMBLY WALL ASSEMBLY WALL ASSEMBLY INFORMATION / VARIES ,. / VAR 5 DOCUMENTS o I NFORMATI ON /� INFORMATION /� SEE WALL TYPES o \/ v ' SEE WALL TYPES N 2" 2 LOUVERED HORI Z BL I ND5 -1... GLAZING A5 date 0 3.01.06 i / / LOUVERED HORI Z BL I ND5 / / 2 V 2 � WHERE NOTED IN SPECS WHERE NOTED IN SPECS / / SCHEDULED / 2 / LOUVERED HORIZ BLINDS / / revisions T LOUVERED HORI Z WHERE NOTED I N SPECS - GLAZING AS SCHEDULED a GLAZ!NG AS SCHEDULED GLAZING AS SCHEDULED --''�� BL I ND5 WHERE CP NOTED IN SPECS HOLLOW METAL STOP — HOLLOW METAL STOP - GLAZING AS SCHEDULED to o HOLLOW METAL cv . - i ^ '�� STOP HOLLOW METAL STOP v HOLLOW METAL FRAME HOLLOW METAL FRAME - o --- HOLLOW METAL ��-I —� °% _- FRAME HOLLOW METAL FRAME tv ° SEALANT, TYP. :. ,` - SEALANT, TYP. , : , , i... : SEALANT, TYP. m , HOLLOW METAL FRAME ./ J.. CLi SCHEDULED FINISH - SEE : SCHEDULED FINISH - SEE :. ' (I) LYR. 5�8"GYP. BD. I - �l, project# 02054 z i WALL TYPES WALL TYPES EA. SIDE - SEE _ _ ' SEALANT, TYP. WALL TYPES �- %.• CZ INSULATION WHERE OCCURS INSULATION WHERE OCCURS i FIN 15HED FLOOR HOLLOW METAL STOP I N T E R I 0 R DETAILS o - SEE WALL TYPES _ - SEE WALL TYPES i . ' INSULATION WHERE m :...: j I , OCCURS - SEE WALL -I" :: j TYPES ■ GLAZING AS SCHEDULED O ' il` _ � HALL/CORR. TYP. INSIDE ROOM TYP. 0 w HALL/CORR. TYP. 1 5I DE ROOM TYP. Q WAI NSGOT WAINSCOT WAINSCOT WHERE (WHERE OCCURS) (WHERE OCCURS) OCCURS - SEE I NT. 25 SILL Q H � SILL 2 � H � SILL 2a HM SILL F L 00 R 3Q H M U L L I O N TYP.ELEVS. iiiii .. a,Q SCALE:3"= -O ' rn SCALE:3 =I -O ' 01•Q SCALE:3"=I'-O" ' a,Q SCALE:3"=1'-D" • �,Q SCALE:3"=I'-O w m 1()I-t i ARCHITECTURE + INTERIORS+PLANNING METAL LOCKER, TYP. SEE INT. ELEVS. 4 PLANS FOR TYPE \ \ \ \ \ \ \ \ \ i IIIIII, \ \ \ \ \ \ \ \ \ %1`11:7 Cl) CN1 CI \. \ \. \ \ \ \ \. \ f■ ' IA li cr) t3 ) 1 ) 1 ) 1 ) 1) 1 )1 )) )1 ) 'V , GYP. BOARD— rz 0 4% 1 / / / / / / / / / . SEE NALL TYPES ui IALSCT-1 INHERE ci / / / / / / / / / 4k- J OCCURS, SEE — — 1 w ifk INTERIOR ELEVS. FOR . I v PI - cc 0 " LOCATIONS . FACE OF INAINSCOT a. cz 1 • t,......___ ■------- - Ty; \ \ \ \ \ \ \ \ \ CORNER GUARD, f:ZE <---" BELOIN z c• (.,, \ \ \ \ \ \ \ \ \ INTERIOR ELEVS. $ . -... c') " PLANS FOR SIZES 4 . v• ) I ) I ) I ) I ) 1 ) I ) I ) I ) I ) LOCATIONS .,: 1 rlif■-'-------- CORNER GUARD BELON, I SEE PLANS FOR 1 1 LOCATIONS ...J / / / / / / / / / I I - I - 11 C) o r / / / / / / / / .. - ..... . : -.. . , :._ . . - , 1,, LARDYNOOD GAP—MITER 0 4 ( 'II ' ..-------- CORNER. — o) / / / / / / / / / - '. .. cn ..i < co ."‘..'''- 1 ..._°4) FIN. FLOOR -.1 c'si c4 AZIk 0 CONCRETE co a) = vw BASE BASE, SEE INTERIOR ELEVATIONS FOR TYPE 3 TYPICAL STUDENT LOCKER ELEVATION i WAINSCOT CAP (& CRNR - a3.0 , SCALE: 1/2" I 10" ' c 4Q , SCALE:3" I LO" imm. 1 z 6< CDfxr_-_ <La Illa 0:(iti.-i21.W.E * 0 -/LIZCID2Liji-. 5 oS)mc");`,C) Ezc.4<tc2z w ... _u) N<< Et 17---z 0 g SLO" PANEL TYP. 1-1-0 zfro i co HARDWOOD GAP 3/4" / .r• , • E >-.1('-'mx - i-Ea-cn Q..(..,0>- 2'-0" 2'-0" / .c)- cf) D < i / / I/8" RADIUS . 0 Li-0±6 8(c2<2 GI .- 1 . HALL ASSEMBLY, SEE PAINT P-6 AT 1/4" ROUTERED t -D , •. WALL 'TYPES REVEAL REVEAL .1: \ ...4 , MALL ASSEMBLY - NALL ASSEMBLY - Ce . .* r HARD 11001, CAP-SEE . SEE HALL TYPES SEE 1A1ALL TYPE-5 b diL tk. IN5CT-1 SEE SPECS ZN1 , ... SPEC 1 F I GAT'DNS FOR FINISH ' ■ / LIN ......0 > ID 0 8 ...... 1..... -4- RIP iv.. 44. Ahillk A. .... A.____,e,____■,Ir.6.v,...____... .... ■ A,_.... AIM, .... Al FOR FINISH . 11L: r .. lir "114 'V 'V -mg 1r 1.- ■ r vow ■ -•-■r ■• 4 v 1 v. ' . • I/8" RADIUS . • : / . • . <....... 0 .41. 0 LC? -.1 4,' 1 ■ , \ - , . SEE INTERIOR .- • ill ': . ELEVATIONS FOR MGT P-•- " - - 1 Pr - - - -111Pr -11 r •11, 40r Cn CO CD 0 II=EMI 414:r < Wveir owriair ■ , If : , r■- . 4 NOTE: AT RETURN .- . - LOCATIONS/PAO 1 ERNS Ad A L. Al., ■ .■ A,. .41. Ai .e.. 411. 411. 411. ANNlik AM Abh. 4111h. Allh. Al. A. AI. AAIL. Alb,. .1116. 411h. AA A. . CA 11.1111111 a F.') • s° ke ■ BASE, SEE INTERIOR . , / ENDS OF ' CD aS (11, asimm LO Zt I, 4 4■ 4 ELEVATIONS FOR TYPE ', 1 1/2" INA INSCOT/CAP-NOTCH INAINSCar AND OMIT . 1/4" REVEAL, 1/4" r 1/4" ii= simm ril . PAINT P-6, TYP. SEE INTERIOR // SEE INTERIOR Sam 0 6' 11•. . . .4 . . .41116. . . . .41 I.. .416. . .4. ..... A . I RAf3BET IN 1^100D CAP ,. ei 50 END OF CAP 15 I:- ELEVATIONS FOR INSCT ELEVATIONS FOR 1^15CT a, •-• ,„,,, c 0 s■I5 FIN. FLOOR SOLID-CHAMFER GAP BASE, SEE INTERIOR LOCATIONS/PA I 1 ERNS LOCATIONS/PA 1 I ERNS avaim (19 AS SHOWN ON DETAILS ELEVATIONS I 1 ---, 10 'c1.0 a 0 co RUBBER WAINSCOT WAINSCOT ,...= co ti) c c S TYPICAL WAINSCOT ELEVATION q WOOD CAP WSCT 10 BASE • WSCT II REVEAL DETAIL 12 REVEAL DETAIL ... (f) ay ' c1.0 , SCALE: I/2"=I 1-40" ' 4Q . SCALE: b"=V-O" • cf.0 , SCALE: 3"=1'-0" ' Q . SCALE: NOT TO SCALE ' 61.0 , SCALE: NOT TO SCALE • 0) 01 = matt (111 ,-cj 1.0 CD th Lo W 1 -4- "m° E 1._ CNI CO IT .. CU CNI C N.- " " CD mia l. "0 cf, cr 16. LEM CC Saris, co CD uj DI cp Ci I- CU •10.. ....... Q „a.m. fula Az, 2282 a , ICI n 1111 Of Al 4 • •$ \ LOCKER NOISE ISOLATION ,,, \ , BUSHINGS (BY LocKER, MFGR) SEE WALL TYPES ' OF 0 ' - n:Fla Ir LOCKER 10Ir' SECURE LOCKER TO /'__ . CONT. FURRING 1 if L3/0/KER rAw- - SECURE LOCKERS TO BEVELED P.T. I= 0 SCHEDULED OVERHANG 1 -g 2X4 CONT. 1/100D na or BASE ---' ) . . . SLEEPER II I= cl 01 q y - . ., L-.- .6:r':.a.•/ s-...-* - . 'r—ig. .s ...t::-.. e:7: -i:?:.:w.? i 8 IX2-INCH LAGS 6 24" O.G. ,t. STAGGERED 111111 I X6 INCH BOLT IN o DRILLED ANCHORS 0 48" z _ 0 O.C. IIIP.11111 -I Is LOCKER BASE DETAIL La) k e y p I a n A. 4§ (1.0 - SCALE:NO SCALE (AT GIRLS PE TEAM AND LOCKER ROOMS) ...,2° phase 4 CONSTRUCTION oi DOCUMENTS 0 ,, date 03.01.06 1 icn revisions f._ co 0 0 /I Lli m project# 102054 1 w ..., a . INTERIOR DETAILS .0 60 Lu A9 . 02 Nh A Old I-7m GONNEGTI ON DEV I GES TO BE GOUNTERSLOPE HANGERS IF VERTICAL STRUCTURE ®12" OF AN APPROVED TYPE AND MORE THAN 1:6 OUT OF PLUMB OG EACH WAY EXTEND FRAM IN6 HAVE 100" GAP flP#11:1 TO STRUCTURE . ■ �� - �i SECURE ALL METAL STUD WALL FRAMING TO �, /'' i� HANGERS TO _ UNDERSIDE OF DECK STRUCTURE ■ N BUILDING STRUCTURE < �� 3 I/2" STUD �4 � KICKER 48" OG GYPSUM WALL BOARD TO DECK ■ 14 / TO DECK 1.) - ADDITIONAL J j i . .a _ _ •�..,,,TeS ! AloRK ;. a ' '�_ C�WB ON METAL STUDS ARCHITECTURE + I N T E R I 0 R S + P L A N N I N G $ RGP `- FULL HEIGHT TO DECK COMPLETE SEPARATION L M OTIONS 1� 8 OF PERIM. ,4 �� AGOUSTIG TILE AGDUST I G TILE ∎� 454b(111") I, (WHERE I S OCCURS) DUCT I.:... / WRAP OPENING WITH GYPSUM �� SEE :r` BOARD TD MA I NTA I N I HOUR ,d Z MAIN RUNNERS RGP GROSS RUNNERS F!T CONSTRUCTION U) ° ° c‘r GYP. BOARD SOFFIT STAB BAR BETWEEN T ®4'-0" OG w (FRAMED OR SUSPENDED ALL MEMBERS c� BE WEEK MAIN SUPPORT W/#12 WIRE RUNNERS # ' O ° _ SEE ::; P RI I SYSTEM) M ®4' O" OGORW/ � WIRE O" OG RGP w o ' " 11 " 8 MIN. / 41-0" OG (5'-0" OG) 1 4'-O" OG (5'-0" OG) , 4-O OG (5-O OG) / w J b'-O" MAX. z o `" je 2" MAX. FROM GROSS MEMBER ./ 12'-O" OG EACH WAY, TYP. ` •� a .- _ a, Z o en NOTE: SEE RGP DRAWINGS ° N FOR CEILING HEIGHTS NOTE: THI5 DETAIL TYPICAL AT N I SOFFIT DETAIL 2 BRACING FOR SUSPENDED CEILING ALL SUSPENDED GRID GEIL1N65, 4 BULKHEAD DETAIL TYP. DUCT PENETRATION NOT USED �� La q•0 SCALE: I-I/2 - I -O " a•0 SCALE: NO SCALE •0 SCALE:3" = I'-O" ' c(•0 SCALE: I" = i'-D" •0 ' SCALE:3" = I'-O" O L z ci Lo = a�co u) N J y N > � o EXTEND FRAMING °' "' TO STRUCTURE DEFLECTION HEAD TYP. ® -DEFLECTION HEAD TYP. ® CI M WALLS TO UNDER51 DE OF WALLS TO UNDERSIDE OF STRUGTURE/DEGKINS STRUGTURE/DEGKING F IRESAF I N6 AT F I RESAF I NG AT CORRIDOR WALLS GORRIDOR WALLS w -,: EXISTIN0 ROOF -EXISTING ROOF �' z►�-z Q SHEATHING SHEATHING r ,. :. . . , . ,, iv OvWZ :..,..... :- .----_ • 1 GYP. BD. EA. SIDE O o p m m Q E GYP. BOARD SOFFIT 1114*-- Z o w < U m Z Z (FRAMED OR SUSPENDED tt WOOD JOI5T PARALLEL v o<° E. SYSTEM) -� TO WALL o ° . _ 0 I=Zors I-1-0 ZWO WOOD JOIST GYP. BD. EA. 5I DE ° L., a w •• PERPEND I GULAR TO >- ° m m 00 WALL E �=mEn a °° � U- D Z Q 0 NOTE: SEE RGP DRAWINGS =S. o= wOU°� Z FOR CEILING HEIGHTS I- w rn�- a. cn Ce C) SOFFIT DETAf L 8 NCJT USED Q VVALE DETAIL iO WALL DETAI E �i NOT USED 12 NOT USED SCALE: I-1/2" = 1'-O" a.0 SCALE - l'-0" �{.0 SCALE: - I O � .0 SCALE: I-I/2" = I'-O" A a.0 SCALE: • CI„C) SCALE: Los ■41.110 > old •...... .4. VARIES A...i 1 .., ' i r i.(VIE) 7 5/8" GYP BD ON MTL ..... (i) ---11 C:I 0-3' � M STUDS - SEE WALL TYPES CU Q „,,,,. LOCKER, SEE PLAN _ 0 am '� 0 c • Y,F. a E (E) GONG. WALL f' ::`°° :, .' , METAL STUD AS REQUIRED O t„7 n' SAWGUT EXISTING *5 tan : : CONCRETE WALL ^ : .. N\ v E .�. HOLD STUD OFF END OF ,<:'�.. ....;.:.,;.. " �-- Cn 0 CO : i GONG. WALL AS REQ'D .4= ........ cy, _ . NC a MIN CES -1:3 LC" . ,.__._� GYP. BD. GEILING AS = d" NOTED •am estss E N RS N NOTE• SEE RGP DRAWINGS . a) FOR CEILING HE ""2 ry. MTL STUD FURRING, SEE L Q / E WALL TYPES ?%",'';" / '/; % '% C4 CC OPENING IN EXISTING _ P _ ;� as 13 WALL DETAIL 14 CONCRETE WALL E (.) cy, � , .,' i ' i C.. it i, i i cf.0 SCALE: I-I/2" = I'-O►' A �.O SCALE: I-I/2" = 1._0.. - �E 1.. -, T .. ., 1 ill Ji 1 .� - 13/8" TYP. ...•.•.•..., - -- AL 16N, TYP. , V ' n .:„ ...*' .0 :: ii C3 9 6 oi ,1E141 - - M I3/8" QI:= DO rn TYP. °' ALIGN, TYP. •o I O cu A LL :•:, k e y p l a n o 'r, —ul f ti �. phase 4 .. . r ;: p CONSTRUCTION N " ` A I DOCUMENTS A . . , , .. . N I • f la A date 03.01.06 1 .- - - -i, . (n .1 L- u % _ - k; '�• � . revisions i= - 1 --/ ' , ------------ k 0 N O 1 S U N •-, Ct M O • W J r / M CENTER LINE OF DOOR INTEGRATED METAL CENTER LINE OF DOOR INTEGRATED METAL project# 02054 w MAG. SHALL NOT EXCEED ORAL NOTE FOR DOOR POCKETS I S VERIFY DOOR SYSTEM MAG. SHALL NOT EXCEED GENERAL NOTE FOR DOOR VERY DOOR SYSTEM 8" FROM EDGE OF DOOR POCKET DEPTH SO DOOR IS PARALLEL AND 8" FROM EDGE OF DOOR POCKET DEPTH SO DOOR IS PARALLEL LEL AND `` FACE FLUSH WI WALL F.T. BAGK I N6 FOR DOOR FACE FLUSH WI WALL F.T. BACKING FOR DOOR o F.T. BLOCKING FOR DOOR DOOR CLOSER AS F.T. BLOCKING FOR DOOR DOOR CLOSER AS MAG. AS REQUIRED, TYP. REQUIRED, TYP. . MAG. AS REQUIRED, TYP. REQUIRED, TYP. INTERIOR DETAILS O ro DOOR TO BE PARALLEL DOOR TO BE PARALLEL iS W/ WALL, TYP. W/ WALL, TYP. co 25 INTEGRATED DOOR ASSEMBLY JAMB - SEE ALT. NO. 2 21 INTEGRATED DOOR ASSEMBLY JAMB - SEE ALT. NO. 2 A9 . 03 • ci.O ` SCALE: 3"_11-0" • CI.O ' SCALE: 3"=11-0" iii w M I- STRUCTURAL DRAWING LIST STRUCTURAL NOTES STRUCTURAL STEEL ISSUE LOG GENERAL 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE "AISC MANUAL OF STEEL co o CONSTRUCTION". 1. ALL PHASES OF THE WORK SHALL CONFORM TO THE STANDARDS OF THE 1998 "OREGON 2. STEEL PLATES, SHAPES AND RODS - ASTM A36. 3 (//)(1 STRUCTURAL SPECIALTY CODE" (1998 OSSC), AS A MINIMUM STANDARD OF PERFORMANCE. rri 2. THE CONTRACTOR SHALL VERIFY AND CORRELATE ALL DIMENSIONS AND ELEVATIONS ON THE 3. RECTANGULAR, SQUARE AND ROUND TUBING (HSS) - ASTM A500, GRADE B 0 STRUCTURAL DRAWINGS WITH EXISTING CONDITIONS AND ALL OTHER DRAWINGS AND SHALL 4. STEEL PIPE - ASTM A53 GRADE B NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR INCONSISTENCIES, PRIOR TO STARTING 5. H.D. GALVANIZED FINISH AT ALL ITEMS EXPOSED IN EXTERIOR LOCATIONS. o SHEET NAME CONSTRUCTION. 6. ALL WELDING PERFORMED BY CERTIFIED WELDERS, USING E-70XX ELECTRODES. 3. THE CONTRACTOR SHALL COORDINATE ALL BRICK VENEER, OPENINGS, SLEEVES, INSERTS, 7. WHERE WELD SIZES ARE NOT INDICATED, USE THE FOLLOWING AS A GUIDE: X S1.0 STRUCTURAL NOTES ARCHITECTURE + INTERIORS + PLANNING DRAINS, SLOPES, DEPRESSED AREAS, AND RELATED EQUIPMENT WITH ALL OTHER DRAWINGS. A. GROOVE WELDS - FULL PENETRATION OF PLATE THICKNESS 4. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO B. FILLET WELDS - UNLESS NOTED 3/16" MIN SIZE NOT INDICATE THE METHOD OF CONSTRUCTION, UNLESS OTHERWISE NOTED. THE CONTRACTOR - COLUMNS TO BASE PLATES - 1/4" MIN SIZE X S2.1 FOUNDATION PLAN/DETAILS - GIRL'S LOCKER ROOM SHALL PROVIDE ALL METHODS AND EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN 8. BOLTS X S2.2 ROOF FRAMING PLAN/DETAILS - GIRL'S LOCKER ROOM AND OTHER PERSONS AND PROPERTY. THE CONTRACTOR SHALL ENGAGE, AT HIS OWN EXPENSE, A. STEEL TO STEEL CONNECTIONS - ASTM A325 (BEARING TYPE CONNECTION WITH THREADS X S2.3 PLAN ANDDETAILS - CE2/TRANSISTIONS QUALIFIED PERSONS TO DETERMINE ALL NECESSARY PRECAUTIONARY MEASURES AND TO INSPECT ALLOWED IN THE SHEAR PLANE) .0- SAME AT JOBSITE. B. ALL OTHER - ASTM A307 PROVIDE WASHER UNDER HEAD AND NUT AT ALL WOOD CONNECTIONS (I) N ° DESIGN LOADS C. ANCHOR BOLTS -- 3/4" DIAMETER, ASTM F1554, GRADE 36, MINIMUM EMBEDMENT 12" U.O.N. w rn 1�� & LARGER DIAMETER, ASTM F1554, GRADE 55, MINIMUM EMBEDMENT 18" 4 TOTAL DRAWINGS Et D. ALL BOLTS AND ANCHOR BOLTS - CUT THREADS ARE REQUIRED Y o 1. SOIL BEARING PRESSURE - 3500 PSF, PER SOILS REPORT BY URS DATED JAN 30, 2004. 9. PAINT w Z 2. ROOF LIVE LOAD - 25 PSF (DRIFTED SNOW PER 1998 OSSC CHAPTER 16 APPENDIX) A. ONE COAT SHOP APPLIED RUST INHIBITING PRIMER 3. WIND LOAD - 80 MPH ,EXPOSURE B, 1998 OSSC B. NO PAINT ON SURFACES TO BE EMBEDDED IN CONCRETE. w cJ i- - 4. UBC SEISMIC ZONE 3 10. GROUT ... COMFORM TO ASTM C1107 GRADE A & CORPS OF ENGINEERS CRD C621 �'" � o 5. FLOOR LIVE LOADS USE IN STRICT COMPLIANCE WITH MANUFACTURER'S WRITTEN DIRECTIONS a. - A. MECHANICAL ROOMS - 60 PSF (REINFORCED LOCALLY) 11. POWDER ACTUATED FASTENERS (PAF) -- AS MANUFACTURED BY HILTI INC. AND INSTALLED IN r, 0, B. STORAGE ROOMS - 125 PSF ACCORDANCE WITH ICBO REPORTS NO. 1290 & 2388. MAXIMUM SPACING AS NOTED IN DETAILS. z v N D. CLASS ROOMS - 40 PSF FASTENERS BY OTHER MANUFACTURERS MAY BE USED PROVIDED THEY HAVE EQUIVALENT ICBO 0 0.) u N E. CORRIDORS - 100 PSF APPROVED LOAD CAPACITIES. H A. WOOD TO STEEL CONNECTIONS -0.177 INCH DIAMETER, SPACING = 24"o.c. MAX ,- z B. WOOD TO CONCRETE CONNECTIONS - 0.145 INCH DIAMETERx3" LONG, SPACING = 32"o.c. ..1 c o STRUCTURAL ENGINEER'S SPECIAL INSPECTION PROGRAM 12. EPDXY ANCHORS -- DIAMETER AS NOTED IN DETAILS. MINIMUM EMBEDMENT = 8 DIAMETERS. 0 z ,° HY-150 ADHESIVE AS MANUFACTURED BY HILTI, INC. AND INSTALLED IN ACCORDANCE _ GENERAL ICBO REPORT NO. 5193. OR SET-HIGH STRENGTH EPDXY AS MANUFACTURED J a to MANUFACTURED BY SIMPSON STRONG-TIE AND INSTALLED IN ACCORDANCE WITH ICBO REPORT NO. N 1. SPECIAL INSPECTION IS REQUIRED PER CHAPTER 17 OF THE 1998 OREGON STRUCTURAL ER 5279. -1 SPECIALTY CODE (OSSC). 13. EXPANSION ANCHORS -- DIAMETER AS NOTED IN DETAILS. MINIMUM EMBEDMENT = 8 DIAMETERS. ABBREVIATIONS . cn M co 2. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE KWIK BOLT II AS MANUFACTURED BY HILTI INC. INSTALLED IN ACCORDANCE WITH ICBO REPORT - "' COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE NO. 4627. AB ANCHOR BOLT JST JOIST PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. ADDM ADDENDUM JT JOINT 3. PRIOR TO THE BEGINNING OF CONSTRUCTION, THE ARCHITECT(OR ENGINEER) SHALL CALL CONCRETE BLOCK MASONRY ALT ALTRENATE A PRE-CONSTRUCTION MEETING WITH THE ARCHITECT, ENGINEER, BUILDING OFFICIAL, ALUM ALUMINUM Lbs POUNDS CONTRACTOR AND SPECIAL INSPECTORS TO REVIEW THE SPECIAL INSPECTION 1. BLOCK WORK SHALL CONFORM TO ALL REQUIREMENTS OF CHAPTER 21 OF THE 1998 EDITION APPROX APPROXIMATE LH LEFT HAND REQUIREMENTS. OF THE "OREGON STRUCTURAL SPECIALITY CODE". ARCH ARCHITECTURAL LL LIVE LOAD 4. DUTIES OF THE SPECIAL INSPECTOR INCLUDE BUT ARE NOT LIMITED TO: 2. STRUCTURAL DESIGN BASED ON F'm=1500 PSI AND WITH SPECIAL INSPECTION AVG AVERAGE LLH LONG LEG HORIZONTAL A. ACKNOWLEDGE THE SPECIAL INSPECTION AND TESTING AGREEMENT PROVIDED BY THE 3. GRADE N, TYPE 1, MEDIUM WEIGHT UNITS LLV LONG LEG VERTICAL LOCAL JURISDICTION. 4. TYPE S MORTAR BF BRACED FRAME LSL LAMINATED STRAND LUMBER B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE 5. COARSE GROUT - F'c = 2000 PSI - ALL WALLS ARE SOLID GROUTED BLDG BUILDING LVL LAMINATED VENEER LUMBER APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO 6. REINFORCING STEEL - ASTM A615 GRADE 60 BLKG BLOCKING 4D THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF 7. PROVIDE #4 DOWELS FROM CONCRETE AT ALL VERTICAL REINFORCING. BM BEAM MAX MAXIMUM UNCORRECTED TO THE ENGINEER AND TO THE BUILDING OFFICIAL. 8. MINIMUM REINFORCING - EXCEPT AS NOTED BO BOTTOM OF MECH MECHANICAL w� C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION A. VERTICAL #4 ©48"o.c.. BOC BOTTOM OF CONCRETE MEZZ MEZZANINE 03 TO THE BUILDING OFFICIAL, ARCHITECT, ENGINEER, CONTRACTOR AND (OTHER B. HORIZONTAL --- BOND BEAM WITH 2 - #4 ©4'-0"o.c.. BOD BOTTOM OF DECK MFR MANUFACTURER aNC DESIGNATED PARTIES), IN A TIMELY MANNER, AS ESTABLISHED AT THE PRE BOF BOTTOM OF FRAMING MIN MINIMUM CONSTRUCTION MEETING. C. AT OPENINGS -- 2 -#4 VERTICAL EACH SIDE, EXTENDING FULL HEIGHT OF WALL.. BOS BOTTOM OF STEEL MISC MISCELLANEOUS CL. D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK -- LINTEL OVER OPENING WITH 2 - #4 AT BOTTOM. BOS BOTTOM MO MASONRY OPENING BOT REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE SPECIAL INSPECTOR'S D. PROVIDE CORNER BARS AND 65 BAR DIAMETER LAP SPLICES. STAGGER HORIZONTAL KNOWLEDGE, IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS LAP SPLICES. BRG BEARING MS METAL STUD .....1 AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE OSSC. 9. ALL REINFORCING BARS ARE TO BE IN PLACE AND HELD IN PROPER ALIGNMENT BY BRK BRICK MTL METAL 5. DUTIES OF THE CONTRACTOR INCLUDE BUT ARE NOT LIMITED TO: PREFABRICATED WIRE BAR POSITIONERS, BEFORE THE GROUT IS PUMPED INTO THE WALL. BTWN BETWEEN A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AT LEAST 10. ANCHOR BOLTS N/A NOT IN CONTRACT L 0 BOL NIC NOT IN CONTRACT 0 24 HOURS BEFORE SUCH INSPECTION. A. 5/8" DIAMETER WITH 5" EMBEDMENT CIP CAST IN PLACE No NUMBER B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED B. A307 QUALITY WITH CUT THREADS CJ CONTROL JOINT NOM NOMINAL E 0 UNTIL IT HAS BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE C. BOLTS SHALL HAVE STANDARD HEAD, BENT BAR ANCHORS SHALL HAVE 90-DEGREE BEND I, CL CENTERLINE NS NEAR SIDE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL. WITH INSIDE DIAMETER OF 1-7/8" AND EXTENSION OF 1-1/2". CLG CEILING NTS NOT TO SCALE CD 0 C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED CONSTRUCTION 11. PLACEMENT OF PLUMBING AND ELECTRICAL LINES IN MASONRY WALLS CLR CLEAR (N) NEW DOCUMENTS, INCLUDING SHOP DRAWINGS, AT JOBSITE. A. MAXIMUM DIAMETER OF EMBEDED ITEM SHALL BE 1" CMU CONCRETE MASONRY UNIT Ct IX D. MAINTAIN AT THE JOBSITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL B. VERTICAL ITEMS SHALL NOT BE IN SAME CELL AS REINFORCING. COL COLUMN o.c. ON CENTER INSPECTOR. C. HORIZONTAL ITEMS ARE NOT ALLOWED IN MASONRY WALLS. CONC CONCRETE OD OUTSIDE DIAMETER `"'"`' L �0 6. DEFINITIONS CONTINUOUS INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT ALL CONN CONNECTION OH OPPOSITE HAND c w - O OPNG OPENING � ■S TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. FRAMING LUMBER CONT CONTINUOUS OPP OPPOSITE O t B. PERIODIC INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME COORD COORDINATE v -�-+ INTERVALS NECESSARY TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION 1. GLUE LAMINATED MEMBERS - CP COMPLETE PENETRATION PAF POWDER ACTUATED FASTENERS .• CO j IS IN CONFORMANCE WITH APPROVED CONSTRUCTION DOCUMENTS. A. BEAMS AT CONCEALED SPACES - SPECIES = D. FIR-LARCH CSJ CONSTRUCTION JOINT PL PLATE I O """ d' 7. TYPES OF WORK THAT REQUIRE SPECIAL INSPECTION Fb = COMB 22F-V8 CSK COUNTER SINK PLWD PLYWOOD °V J Q CAMBER = SPAN/400, EXCEPT AS NOTED CTR CENTER PNL PANEL M A. STRUCTURAL WELDING AND HIGH STRENGTH BOLTING B. COLUMNS Fc = 2100 PSI, Fb = 2200 PSI, COMB 4 PP PARTIAL PENETRATION O 1. FILLET WELDS EXCEEDING /16"- CONTINUOUS � �� 2. GROOVE WELDS - CONTINUOUS C. USE WATERPROOF ADHESIVE DBL DOUBLE PRT PRESSURE TREATED < �■ 5 0 -_: D. MANUFACTURE PER ANSI A190.1-CURRENT EDITION, WITH THE ADDITIONAL REQUIREMENT THAT DEMO DEMOLISH PSF POUNDS PER SQUARE FOOT L 3. SINGLE PASS FILLET WELDS NOT EXCEEDING /16 - PERIODIC THE MOISTURE CONTENT AT THE TIME OF MANUFACTURE SHALL NOT EXCEED 12%. DET DETAIL PSI POUNDS PER SQUARE INCHES ■.... 4. FLOOR AND ROOF DECK WELDING - PERIODIC 2. FRAMING LUMBER GRADES - 1998 WWPA GRADING RULES - STRESS VALUES SHOWN ARE BASE O 0 5. WELDED STUDS -- PERIODIC DIA DIAMETER PSL POUNDS PER SQUARE INCHES 6. WELDED STAIR AND RAILING SYSTEMS -- PERIODIC MEMBER VALUES. DIAG DIAGONAL P/T PARALLEL STRAND LUMBER am= L9 ....a 2x4 STUDS DIM DIMENSION 0 0 CL 7. WELDING OF A706 REINFORCING STEEL FOR EMBEDS - LARGER THAN #5 - PERIODIC (NON BEARING PARTITIONS) CONST. GRADE, D.FIR/LARCH, S.DRY, Fb=1000 DL DEAD LOAD R, RAD RADIUS - #5 AND SMALLER - PERIODIC STRUCTURAL LIGHT FRAMING No. 2, D.FIR/LARCH, S.DRY, Fb=875 DN DOWN REF REFERENCE 0 03 B. STRUCTURAL MASONRY STRUCTURAL JOISTS & PLANKS DO DITTO (SAME) REINF REINFORCEMENT 1. PREPARATION OF PRISMS AND TEST SPECIMENS - CONTINUOUS (INCLUDES 2x6 & 2x8 STUDS) No. 2, D.FIR/LARCH, S.DRY, Fb=875 DTL DETAIL REQD REQUIRED 2. UNIT PLACEMENT - PERIODIC 4x & 3x MEMBERS No. 1, D.FIR/LARCH, S.GRN, Fb=1000 DWG DRAWING REV REVISION _; 3. PLACEMENT OF REINFORCING STEEL - PERIODIC 3. PLYWOOD SHEATHING ---- NOTE ALL PANELS TO BE OF 5 PLY CONSTRUCTION (MIN) RH RIGHT HAND " �J 4. GROUT SPACE - PERIODIC A. GRADES - EA EACH RO ROUGH OPENING CO 0 c O 5. GROUT PLACEMENT - CONTINUOUS 1. 1/2", "C-D", GROUP 1, INTERIOR APA WITH EXTERIOR GLUE EB EXPANSION BOLT I- M B. NAILING AND PANEL LAYOUT REQUIREMENTS C. OTHER EF EACH FACE SAD SEE ARCHITECTURAL DRAWINGS ■� � t1� 1. EXPANSION ANCHOR INSTALLATION PER ICBO R T _ 1. PLYWOOD AT ROOF OVERLAY - NAIL WITH 10d "BOX" NAILS (0.131"0x3" LONG) EJ EXPANSION JOINT SCH SCHEDULE Ce "V CBO EPOR OR EQUIVALENT PERIODIC Q. PANEL EDGES 6"o.c. EL ELEVATION SECT SECTION = .4:1- b. INTERIOR BEARINGS 12"o.c. ELEV ELEVATOR SF SQUARE FEET 14: C E N HANGING OF SPRINKLER LINES AND OTHER EQUIPMENT c. PERIMETER 6"o.c. (VERIFY EXISTING FRAMING) EN EDGE NAILING SHT SHEET J tt3 N d. SHEATHING CONNECTORS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE FACE PLY ES EACH SIDE SHTG SHEATHING 1 �.. a) SPACING OF SUPPORTS FOR THE SPRINKLER LINES AND OTHER EQUIPMENT SHALL BE SUCH THAT THE e. LONG DIMENSION OF PANEL TO BE PERPENDICULAR TO FRAMING EF EACH FACE SIM SIMILAR S"' MAXIMUM HANGER LOAD AT JOISTS OR BEAMS IS LIMITED TO 150 POUNDS. HANGERS FOR THE f. END JOINTS IN ADJACENT RUNS TO BE STAGGERED 4 FEET EQ EQUAL SQ SQUARE L� SPRINKLER LINES SHALL NOT BE LOCATED AT THE SAME MEMBER AN R F g. END JOINTS IN PANELS TO OCCUR OVER EXISTING FRAMING MEMBERS. ai E E ASH HANGERS FOR OTHER ITEMS. 9 EQUIP EQUIPMENT SPECS SPECIFICATIONS `�, Q DISTRIBUTE THE HANGER LOADS FROM THE VARIOUS TRADES UNIFORMLY THROUGHOUT THE ENTIRE CUT SHEETS TO LENGTH AS REQUIRED EW EACH WAY SS STAINLESS STEEL C -- FRAMING SYSTEM. (E) EXISTING STD STANDARD 4. JOIST HANGERS AND FRAMING CONNECTORS CD uj �_ O EXIST EXISTING STGD STAGGERED CO WHERE SPRINKLER LINES OR EQUIPMENT ARE PARALLEL TO THE JOISTS, DISTRIBUTE DETAILS ARE SHOWN WITH SIMPSON "STRONG-TIE" CONNECTORS. NAILING SHALL BE PER ICBO EXT EXTERIOR STL STEEL O CO WEIGHT OF PIPE AS FOLLOWS: RESEARCH RECOMMENDATIONS TO ACHIEVE FULL ICBO APPROVED LOADS. THE MAXIMUM GAP BETWEEN STIFF STIFFENER 0 sa END OF JOIST AND SUPPORTING BEAM SHALL BE /4". USE "U" SERIES HANGERS WHERE 2x JOISTS FRAME INTO THE SIDES OF MEMBERS FDN FOUNDATION STRUCT STRUCTURAL PIPE WEIGHT (INCLUDES WEIGHT OF WATER) MINIMUM SUPPORT FIN FINISH SYMM SYMMETRICAL LESS THAN 7.9 POUNDS PER FOOT ONE MEMBER "HU" SERIES HANGERS WHERE 3x OR 4X MEMBERS FRAME INTO THE SIDES OF MEMBERS FLR FLOOR (ING) BETWEEN 7.9 AND 16.4 POUNDS PER FOOT TWO MEMBERS "HU" SERIES HANGERS WHERE 31/8" & 51/8" GLUE LAMINATED MEMBERS FRAME INTO THE FO FACE OF T&B TOP AND BOTTOM OVER 16.4 POUNDS PER FOOT APPROVAL OF STRUCTURAL ENGINEER SIDES OF OTHER BEAMS, EXCEPT WHERE OTHER HANGERS ARE DETAILED FOB FACE OF BRICK T&G TONGUE AND GROOVE NISHKIAN SUBSTITUTIONS MUST BE APPROVED BY THE ARCHITECT AND HAVE ICBO APPROVED LOAD FOC FACE OF CONCRETE TEMP TEMPERATURE CAST IN PLACE CONCRETE CAPACITIES EQUAL TO OR GREATER THAN THE SIMPSON "STRONG-TIE" CONNECTORS. FOF FACE OF FINISH THK THICK (NESS) II E A N 5. WOOD ABUTTING MASONRY OR CONCRETE FOM FACE OF MASONRY TN TOE NAIL A. SILL PLATES - PRESSURE TREATED - SEE SPECIFICATIONS CONSULTING AND STRUCTURAL 1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF AC1 301-99, 1/2" FOSH FACE OF SHEATHING TO TOP OF "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". B. BEAMS PROVIDE A /2 AIR SPACE BETWEEN SIDES AND ENDS OF BEAMS AND FOS FACE OF STUD TOC TOP OF CONCRETE ENGINEERS SINCE 1919 2. STRENGTH "SPECIFICATIONS F'c = STRUCTURAL PSI, ALL SLABS ON GRADE BUILDINGS". ANY CONCRETE OR MASONRY SURFACE. FOFW FACE OF FOUNDATION WALL TOD TOP OF DECK (ING) 319 SW WASHINGTON STREET-SUITE 720 F'c = 3000 PSI AT 28 DAYS, ALL OTHER CONCRETE C. LEDGERS PRESSURE TREATED OR w/ 30# BUILDING PAPER FT FEET TOM TOP OF MASONRY �TEL PORTLAND, 50 NO4.1843 OREGON 97204 3. REINFORCING STEEL - ASTM A615 GRADE 60 FS FAR SIDE TOPL TOP OF PLATE TEL 503-274.1843 FAX 503 273.5896 1 - ASTM A706 -- ALL REINF TO BE WELDED NAILING SCHEDULE FTG FOOTING TOS TOP OF STEEL 4. THE ROUGHENED SURFACE SHOWN AT HORIZONTAL CONSTRUCTION JOINTS MEANS THAT THE SURFACE CONNECTION NAILING FP FULL PENETRATION TOW TOP OF WALL SHALL BE INTENTIONALLY ROUGHENED TO A FULL AMPLITUDE OF APPROXIMATELY 1/4". THE TS TUBE STEEL rt RUCTUAg4 JOIST TO SUPPORT - TOE NAIL 3 - 8d 5 ALTERNATIVE WOULD BE A KEYED JOINT OF ACCEPTABLE SIZE. BRIDGING TO JOIST - TOE NAIL EACH END 2 - 8d GALV GALVANIZED TYP TYPICAL PROF 5. MINIMUM REINFORCING REQUIREMENTS - UNLESS OTHERWISE NOTED BLOCKING TO JOIST - TOE NAIL EACH END 3 - 8d ICE `�/ A. PROVIDE CORNER BARS AND 42 BAR DIAMETER LAP SPLICES. BLOCKING TO PLATE OR BEAM - TOE NAIL 3 - 12d GL GLU-LAM UBC UNIFORM BUILDING CODE OG 4 0b B. STAGGER HORIZONTAL SPLICES. AT FOOTINGS AND FOUNDATION WALLS STAGGER LAPS AT 2" DECKING TO SUPPORT - BLIND & FACE NAIL 2 - 16d GYP GYPSUM UON UNLESS OTHERWISE NOTED 719; :` °`' LEAST 5 FEET. - STUD TO PLATE - TOE NAIL 4 - 8d HD HOLD DOWN VERT VERTICAL ., t C. FRAME OPENINGS WITH 2-#5 BARS EXTENDING 2'-6" BEYOND EDGES PLUS 4-#4x6'-0" ©6"o.c. OR - END NAIL 2x6 & 2x4 STUDS 3 - 16d ~ DIAGONALLY AT EACH CORNER. HDR HEADER VIF VERIFY IN FIELD OREGON ,..„-, '7, Thx--Co,. AND - END NAIL 2x8 STUDS 4 - 16d ..,_ Q '16 A~ v 6. MINIMUM CONCRETE COVER FOR REINFORCEMENT __ " HORIZ HORIZONTAL ON 4y16, 1� Qy MULTIPLE STUDS OR LAMINATED COLUMNS - FACE NAIL - - 16d C�12 o.c. 9 A. CONCRETE CAST AGAINST EARTH ... 3" TOP PLATES - FACE NAIL 16d ©12"o.c. HSB HIGH STRENGTH BOLTS w/ WITH '4<4' L GOB° B. FORMED SURFACES EXPOSED TO EARTH OR WEATHER ... 2" TOP PLATES - JOINTS & INTERSECTIONS - FACE NAIL 4 - 16d EACH END HT HEIGHT W/O WITHOUT C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND LAMINATED HEADER - FACE NAIL ALONG EACH EDGE 16d ©12"o.c. HVAC HEATING VENTILATING & AC WD WOOD ExQtiftATtacs D ATE: s ©-03 BEAMS AND COLUMNS ... 11/2" JOISTS, LAPS OVER SUPPORTS - FACE NAIL 4 - 16d (4-12d) WP WORK POINT SLABS, WALLS AND JOISTS .... 1" BUILT-UP CORNER STUDS 16d 012"o.c. ID INSIDE DIAMETER WS WELDED STUD IN INCHES WT WEIGHT INFO INFORMATION WWF WELDED WIRE FABRIC NAILING SCHEDULE AND THE STRUCTURAL DETAILS ARE BASED ON THE USAGE OF "COMMON" WIRE INT INTERIOR NAILS, EXCEPT THAT 16d "SINKER" NAILS (0.148" DIAx31/4") MAY BE USED WHERE 16d IS YD YARD SPECIFIED. IF "GUN" NAILS ARE USED, THE CONTRACTOR SHALL SUBMIT NAIL DATA FOR REVIEW PRIOR TO BEGINNING CONSTRUCTION. K e y P l a n phase 3 CONSTRUCTION DOCUMENTS date 03.01.06 revisions project# ND432.04 STRUCTURAL NOTES GIRLS LOCKER ROOM S 1 • 0 ,ND432_Tigard_High_School\Dwgs\Structural\432_04\432-S100.dwg,2/28/2006 12:01:16 PM I 111 f_2"f I�1 � I� III Il. I i l� 1 1' k 1 A I li idr !,)1 �4 1 �l ,I IN1 �)] II, 1,1 11 1, Il ) I II jj „! t . �, i I i. I I t t �� ! I I J {1 �� f ARCHITECTURE + INTERIORS + PLANNING T.O.W. c o \ V to I i I U.1! ! 1 I Y O 1 (. (E) 8” CONC WALL \ LIJ g \ \ uu - C.) CC \ _ rn o M f » \ I I \ i N Z N 4 1 00 -o o Yv M •' 0) Lo i-z Z s \\ /(E) OPENING TYP. 14 J L o S2.1 0 8.1 a, co NEW OPENING N co M O 2 = CONC W A LL _ LVATIO \ ,oI il l' r 5 . 1 14".1 f_af, 1i N.8 ' 1Fl v. .. P 6" CMU INFILL g 8" CMU _ gclim I •i TYP I� ii 0) El., I "{ I CONCRETE LOCKER BASE CU I�: I iwwrra rrarwiwww� 1 I 1 '` , ' TYP. SEE ARCH. DRAWINGS • 1 I, , ! .� I hr Iam ' 1 1 $ 1 . . '• ■wwi�r�wi��wi 1 0 {n .:1 NW i L 'N $ T YP „,.,7 . r I I ! I I I 5. :. :. .I I / 'V I I 1 LJ I \�' I b / ; Eo , r___ ..1 Li ' \-, bao(Vq\ CD 0 I I &/<<,/ ;bo\'• VP 10 t W Ce t y Mw 1 lI S2.1 J :11 li • ;1 TYP l R O O I I I I i ;I___ '1 .° ►/ �. 1( L ss i I wiiiiiwi�oIo�iiwiwwi i��rw.�riw.iiwir 0 i■ S� ltd I-!' (E) CMU WALL TYP ; �� O 0 I I (E) CONC SOG 0 C!1 �M . 0 .1 ! 3 w 1 100.-o” i imig ---1 r) c-75- / / u / tD ! .1-- l r r.�r�wiwwwww 1111lA' ►siwwii.�rriiwwiwii wiwwi tirw�w.r� • ( 14 �� Lj� ., 1 /� ,% QQ 13 1 �� OPENING ■L S2.1 3 PLCS. p f 0 0 GO i o •� _C 1 1 VW Ir o V a. rwiiiiwwiwwwwwe jur�wiiwiwww�r111111 wi�Iwwwiiiiiiiiiiiiiii riwiw�wi�rw�►w��• 0 C/) MP1 .1 i 10 ii / » i P QQ 17 1 i (1) 0 cz ,, I AD o`v• S2.1 1 1.1 �l mic E.NM Lo . ., 41) cv -2 , SEE ARCH DWGS ! 1., i Q I 1 co�,�Q TYPICAL 1 •� N j 'b \,• 6 CMU f WALL Ca N #4x1 -6 EPDXY DOWEL GO I 8" #4 © 4 -O "o.c.� VERT = 2 I�- 3" ©24"o.c. ; 8 CMU IN FILL (2) #4 © 4 -0 o.c. HOR1Z •L. 1 s- 0, ••' :'I SOLID GROUTED ■■� EMBED 11,1 V (m ct (E) 6" CMU WALL I I,._'I '! ni Cl) CORE DRILL 1"0 HOLE OR 8" CONC. WALL I CD uj CY) c) cti" AT EACH CORNER - { r' 1��_._.�� 1 1 ■� .. .� DO NOT SAWCUT PAST CORNERS 7 i�C=..i`j� t WALL Et.I! I I- w I —V\--,- (2) #4 HORIZ. , a ' - ' NISHKIAN W #4 VERT. .: CORNER wuj PROPOSED OPENING WHERE OCCURS 1 I-- c� /C` �� i AT CONCRETE WALL CORNER OR INTERSECTION ,•.l, 1 /� K‹-\ SEAN � CONSULTING AND STRUCTURAL r / ' I ENGINEERS SINCE 1919 #4x1'-6" EPDXY DOWEL ! r �' I. ••; 1 319 SW WASHINGTON STREET SUITE 720 , #4 VERT. ©24"O.c. I PORTLAND,OREGON 97204 I�, 1 1 O ! TEL 503-274-1843 FAX:503-273-5696 100'-0" ! :� 1 1 1I211711�: 1 ! 1 ' c._i'ii� _�I- I ■ I (E) CONC SOG 91fkUCTUR,p4 71 ! I 100,_0„ , k PROFFf i ,f (E) 6 CMU WALL , 1.1, ,. ! 1 ..� ,�YNE�� O 3 I — I I I., ' :; 7159 ''a'' g EMBED - I ! I 1 5::.„.., . C... -„6 CMU WALL JJ ARCH) :ate..- ` . (8" SEE } i-` u; I ., .. _w::. .,.� n. � f END TO END - It it I �•° OREGON Qv- �lY "s55 v I i i ; op 16, G,lP I I I��.; 4° L Gp'° °il 1 iI .ii I ! I _ EXPIRATION DATE: 6-30-07 14 3TAL o 3iTAIL- I \ FLL & I \ HRSCTIO \ S - o 1. OE 52. 1 3/4".1 '-0" S2. 1 3/4„_1 '_0„ L- , 6” , .,,,,/,&' 11 '1:- I ' Illrir » " 2 y 2 3 3" 4" 1)i"1)iff PL 3/4x6x11 — .1� `1 .- - III w/ (2) 5/8"o LI K e y P l a n EXP. ANCHORS M r ® ® WALL phase 3 CONSTRUCTION DEMO (E) CONC. WALL (E) 8" CONC. WALL I I t PLAN WHERE OCCURS OR CMU WALL ' DOCUMENTS 8"± LOCATE VERT. BAR id 6" CMU WALL date 03.01.06 AT WALL %I #4 ©4'-O"o.c�� VERT. I , 0 4" (2) #4 ©4 -0 o.c. HORIZ. iiIJ revisions 4,6"±/ 3"0 PIPE COL. c).--- #4x1'-6" EPDXY DOWEL 3"s� PIPE COL. It 3/4x6x0'-1 " ©4 -0 o.c. NON-SHRINK w/ (2) 5/8"O i'-- , 1j1 (2) #4 CONT. _„ ::,:::: O.G. -- (E) 8 CONC. WALL 1 \ ID AT 10 \ P LA G I R S L o C K _ R R 0 0 M I i E) e FOR BSEPLATE SOG 1/4 100 _O = < � NOTES: ( - 1 100'-0” INDICATES FINISH FLOOR ELEVATION. _,.�_., �- N project# ND432.04 i ; I i III 1 > OR COLUMN PLAN FOR I i (E} 8"- '1, 2. 0 0 INDICATES STEEL COLUM SEE LA 0 SIZE. FOUNDATION PLAN CONC. WALL ' 3. ® INDICATES CMU WALL. SEE PLAN FOR THICKNESS. AND DETAILS _ GIRLS LOCKER ROOM I 4. [..2:.._. INDICATES EXISTING 8" CONCRETE WALL. U.O.N. SECTION SEE PLAN FOR THICKNESS. (E) 8" CONC. WALL 5. ® THE SYMBOL DENOTES A BUILT-UP WOOD COLUMN U.O.N. 17 D -TAIL 13 3 3 -----TAIL 6. REFER TO DEMOLITION PLAN ON SHEET A1 .21 FOR S2 • 1 ADDITIONAL INFORMATION. S2. 1 3/4"=1 '_0" S2. 1 3/4„=1 '_o„ 52. 1 34„_1 ,_0„ JD432_ iigard_High_School\Dwgs\Structural\432_04\432-S201.DWG,2/28/2006 12:01:30 PM iefi ' ARCHITECTURE + INTERIORS + PLANNING v C CO N v n, . W a' 3 O W � I W _ a, Z ° c,, Q o ti N N p 4* Le,� z J C) p C2 0 Q Z = `°a7 c/) J ¢S to N J ' N co M a? . 0 M 4-; I° 1 1 I j i! 11 I , d 31/ 8" GLULAM BLOCKING ! i I I I i / N.8 , - .� P z T- — Q .� I \ U A Q I I _ I RTUO4-7 ' --= j H• ADD 1/2" PLYWOOD W D z A c) 1 , ! N I 2000 LBS. �i ' OVER (E) ROOF ■w W 1• X 1 w�� iwwwiwil L ! SHEATHING V ©`f d. Z Z Q ): , �! I. 0 z U©oD ¢z il'3 $ . a Z = j, I 1 <r ...L.. r• • I H = Xl,yj 0,z j $ o Q � aW3 >-.. it _1 : • 1 - Ii ( "1LL.I AIWA 1 . �, 1 -- I 10 a >— U >— cnxH�-� i � ¢�W = wI_. ' :• ! U d Gq <C '�lsl Q WAI— UoA — I I) SIM cr J 1 �- zcYC.�Wozz glik N I , ; I. O I- 0 <LAI <0 x 4 i - j �� Cie 1 I z�=., • ! 1 / �/ TYP %w.ii�0 1 0 , P / / c�z I __ .4.."r . I � I in° i •j R th 0 ° 1� ¢ > a Co Lo 1 L -- -- - .4`wiiiwiiiww�rwwwii ( �..�iwiii�riiww•,1 S_ N • ff j + - (E) 2x12 C 1 6"o.c. I / (E)112x12 @ 1 6"o.c. m (E) 2x12 @"1 6"o.c. . d' 1/2 PLYWOOD OVER I ; I _ U ' AppeCn Numal (E) SHEATHING • I____ I+ i 0 e„,.bc CI ce) ..... .._._________._-------- r I /rsiw / wiwwiwi�wiwwiiiwwwwwwiiywwrwwiiwiwww� wiwMwwii.�o�iii • �w �✓ �,�11 N ��,Y 14 + O —Nj; \11 . ' I ,�C3 X111 ! ■� 0 2 mr= '!, 1 ,gyp 10 / I I O CD .....= -c _� S2.2 0 0 CI- ..4 ji -431- \___ Pj APpl .• i.la g • I j NW ff I �i �wlw//�wwww�rlwwwwwwwwwwwwwwdwww/wwwlwwww�� wwww,flwwwll•1 'D (E) 2x12 ©16 o.c. fI t , / /MIN — 11/2x71/4x3'-0" LSL L31/2x21/2x1/4x0'-6 LLV -l 1 \G7 +J w/ 3) SDS /4x2 SCREWS 14 in YP CO 0(2) SDS1/4x31/2 SCREWS THRU LSL PLATE - I 1 TYP AT EACH JOIST VE174 PLCS. 0 j ■... 0) :.-- — oi 0 Mc II IMO CO ID , BRACE PARALLEL TO ROOF JOIST j' t - ' 01) (1) rX I'Y (E) 2x12 ©16"o.c. • - 1 ! I - ' >>s, co N 11/2" LSL BLOCKING i I ! \�,, C) (3) 16d TOENAILS EA END (3) 16d AT BLKG I I i ,4 j �.. I : '��; , , ' SIMPSON CMST14 CONT i �, ; ! LEI �''" 0., ! �i w/ t2) ROWS10dBOX 1 �► x X , i » 3 /8 GLULAM BLOCKING - I o� >�. NAILS (0.131 s�x3 ) ®31/2 o.c. • I ! �; u,i i MATCH JOIST DEPTH '�y' » 1/2" PLYWOOD OVER �n i �� O ,c _�� ■�_iil•,i•,_j�___,• SIMPSON L50 ©16 o.c. i _ J ; I 0 C I— I ' '- ■,_._,a (E) SHEATHING ammummir IPA 11/2x71/4x3'-0" LSL 3" (2) SDS1/4x31/2 SCREWS _ AT EACH JOIST •; k- NISHKIAN L31/2x212x6' LLV w/ 2x6 ©16"o.c. 1� I-1 I • E A N BRACE PERP TO ROOF JOIST (3) SDS1/4x31/2 SCREWS THRU LSL BLKG �"'='"� w/ 1/2" PLYWOOD I i ..1 CONSULTING AND STRUCTURAL. 1 ENGINEERS SINCE 1919 "H I • I 319 SW WASHINGTON STREET-SUITE 720 /�1 (E) 2x12 ©16"o.c, o0 2x6 P.T. PLATE �. ., w/ 5/8"0 ANCHOR BOLT ( PORTLAN,OREGON 97204 1 MIN p , ! TEl 503-274.1843 F .:3'473-5696 1.5 MAX :, :- AT WALL ( ) 2x14 (E) `x14 '©1 o:r 1 ( ) 2x 109'_4►' l @ 16"o.c. ©16 '0.c. ,1a R'qC 11111 T.O.W. IN T.O.W. - I D PROF '�-- -RTU04-8 ��3 � � N j f /8x4x8 L21/2x21/2x1/4 BRACE TYP % r I 320 LBS. I �� ,AGI 0 CTR ON BRG j I _ I I i j ( �`` 7i5s:' ' = ' 1111 BRG (� 1/2x8x8 10d ©4"o.c. AT EDGES III is• - ' I i I i �. : 3/16\ (2) 1/2 A.B. ©6 GAGE (2) #4 CONT. ' •1 I ; i Q ! OREGON ` 3/16• -- _ ( i ' j ni ti _ ti v BEAR It ON CMU 3/8x4x4 EA SIDE ;ph l - -- RTU04-9 I •� 6" CMU WALL 1 380 LBS. i t j % '16.40 G,O'�C' 6 CMU WALL •! L13 cfp NOTE: NO CMU OR STUD WALL AT SIM. I..I I j I ` EXPIRATION DATE: 6-30-07 BRACE AT CMty WALL '� 14 D _ TAI I (' i6 "\5 E T AII o / 4., 00 2.2 / „_1 ,_0„ 2....._ � „=1 ,_o„ :1 1 7. ! • I i j IIIIII- a '. GL 51/8"x12" 1 --- I r i.i 1� , ,, K e y P I a n 4 . ' !i� i I phase 4 CONSTRUCTION 111' ff BRG. 3/4x51/4x6 B.O.DS t I - DOCUMENTS AND 1/4x6x6 SIDE It 1 " N w/ (5) N16 NAILS /2 PLYWOOD OVER (E) CONC WALL (E) SHEATHING date 03.01.06 y4" MAX. GAP TYP. 5 e • es" 5" revisions / / / A -..r— Ia / * Nomi moo mom moo — IN ins : ■ 1 ROOF FRAV \ G PLAN GIRLS LOC 'KIR ROOD KAY S2.2 1 /8".1 ,-0"GL 51/8"x12" i 1 A 1/4 % , (E) 2x12 ®16 o.c. NOTES: f� 1 I (E) 2x12 ©16 o.c. 3 1 1 1 s xx'-x" _ INDICATES ELEVATION AT THE BOTTOM OF ROOF DECK. BRG. /4x5 /4x0 -10 0 SIMPSON U210 HANGER project# ND432.04 AND 1/4x6x0'-10" SIDE It 1 1/4 1/4" MAX. GAP BETWEEN p rOJ 2x12 AND GLULAM BEAM w/ (10) N16 NAILS I 2. O OR • INDICATES STEEL COLUMN SEE PLAN FOR SIZE. 3"0 PIPE COL. GL 51/8"x12" ROOF FRAMING PLAN 3. m�� INDICATES CMU WALL. SEE PLAN FOR THICKNESS. AND DETAILS SECTION A-A 4. 17 INDICATES EXISTING 8" CONCRETE WALL U.O.N. GIRLS LOCKER ROOM NOTE: ROOF JOISTS AT BEAM NOT SHOWN FOR CLARITY. 5. Le THE SYMBOL DENOTES A BUILT--UP WOOD COLUMN U.O.N. . REFER TO DETAIL 19/S2.34. 13 ID - TAIL I -7.-- TAIL, TAIL ■ 6. REFER TO DEMOLITION PLAN ON SHEET A1 .21 FOR 2,2 3/4"=1 '—O" _.2..2 3/4"=1 '—O" ADDITIONAL INFORMATION. 1/4ND432_Tigard_High_School\Dwgs\Structural\432_04\432-S202.DWG,2/28/2006 12:01:44 PM I ARCHITECTURE + INTERIORS + PLANNING Nt. o U3 ° N � 1- • W 0) ti 0 vizsQ W Z d W v i•-• - CC sy 0 °' `l i z M v CD N. N (Ni p o, 4t *4 1...: M '� Z t;...:,J v 0 c1'''� C3 z ' _111_, I l� �l� _ 2 I I J d co to N -` g g r) I to 0, to M +.i Adlar/AI 4 .\\ I z -� 19 -¢ c:, S2.3 PI zdo Csr---12.-8 I u dAo 3 I-�, cz co ' � � (W/5Zd'�WA >- �_ " 0 Ell LI No 8 •12o.c. D z A-A 6" STUDS ®16"o.c. rx f z s (6005125-33) w =Uw~ dz I- 6 n ) › d I- dz Ce 0ZZ�ziWd I 1- Z1--- _1 1"-- E -i d F-,+W W t- j U <45P4df�i<L 0 WAt-UDA(/) :EQ WWc2zz 6" STUDS ©16"o.c. 0 I-CI dAN <Cl 'CL EXIST JOIST (6005125-33) Ce 6" VERIFY I AX. BOTTOM CHORD LIN .• STOP OF, wALL EXIST JOIST .V O 1 A - (2) No 8 s� CO EACH SIDE I \-- CD 0 ...... ...,4. I A _ - - 0.145 PAF ®32"o.c. To n M 600T150-43 O +600S162-43 (3) No 8 _ LO 600T150-43 GYP BOARD 0.145 PAF ©32"o.c. omm L. hi CONT EACH SIDE I p 6005125-33 016"o.c. __ CD .. : 0 V o_ -+1 0 Cta CD 1 9 TOP 0 - WALL_ D T AID 1 WA P - R P - \ I AR T - X I T \ - - \1 LL _ _ � G � L_ O S I G JOIST �AL� L_ PARAL_ L_ L_ TO X1571 JOIST v)52. 3/4".1 -0 52.3 1/2 1 ,_0,f 52.3 1/ „_1 ,_-0" C 'F=U) O (its Cl) C . co -0 ltd FLANGE D) � Ce -',- WIDTH ,- = N xI-;- cci MILS = GAGE IMIN O miCi� ,� 33 20 � 5.... � � 43 18 L. .,�,� 0 54 16 -- EXIST CONC WALL (2) 600S162-43 68 14 D) ijj O csii NO.8 SCREWS ■� CD 1.11111. 0 Emma C) CT) TOP AND BOT (2) ROWS ©12"o.c. (2) NO.8 EA ROW M �-- 1 -fin rI- i (2) NO.8 I ' 1 L NISHKIAN EA SIDE J I I I I ; I DEAN I + I I I r CONSULTING AND STRUCTURAL 6005162--43 I ENGINEERS SINCE 1919 6007150-33 ( l I I I I I I i 319 SW WASHINGTON STREET-SUITE 720 LOCATE JOINTS I I II FoRnANO,OREGON97204 AT BRACE- MEMBER S=STUD OR JOIST FLANGE THICKNESS , TEL 503-274-1843 FAX 503-273.5696 I 600T200-43x1'-0" o� f (4) 3/16x11/2" WHERE REQ'D DEPTH T=TRACK WIDTH IN MILS �RUCTU/�q RAWL SPIKES IN 1/100 INCHES IN 1/100 INCHES SEE I I + g n L 600 = 6" 162 = 1.625" CHART I I ' I" 800 = 8" I EXIS ING ST EL JOIS S AND ET AL D CKING ► �� a�� 1000 = 10 I I �� iNE�� O "-�� 11 I � I I � � 7159 � i ::::11::(1 i I TYPICAL i j 1 ,� OREGON ' _ _ _ I ; 1+ ; `�' �� ._ _ ._ H i i I i I �9q h'I6, 1 �P 14 STL STLD IND \ TIFICATIO\ , � �o�� 3�4"=1 '-0" , 52.3 Iii I� I Ii I I I I I EXPIRATION DATE: 6-30-07 C 18 BRAG = DT:-- TAIL_ S 1 �� ' I ��- �� 1. ALL STUDS SHALL BE MANUFACTURED BY MEMBERS OF THE STEEL STUD I I I I I 314 -1 -O MANUFACTURERS ASSOCIATION (SSMA), CHICAGO, IL. I I - I 11 BRACTS I I II 2. MATERIAL SHALL COMPLY WITH: S2.3 WALL DETAILS 181 I 1 I TYPICAL ASTM A653 SS ile fbc6x18GAx12 GRADE 33 FOR 33 AND 43 MIL MATERIAL I , ,' I S2. ' , r limo(8) NO.8 SCREWS GRADE 50 FOR 54, 68 AND 97 MIL MATERIAL I � 1 j i - THE PHYSICAL AND STRUCTURAL PROPERTIES LISTED UNDER ICBO ER-4943P 1 ' I 1 I I I I ' SHALL BYES E CONSIDERED THE MINIMUM PERMITTED FOR ALL STRUCTURAL 11. . iiill. . • . COLD-FORMED FRAMING AND ASSOCIATED ACCESSORIES. I I I I I 2'-Q" / / i K e y P l a n I I 'i ► " I i -.T 6 _p , 6 _p i j i I Mr 3. INSTALLATION SHALL COMPLY WITH ASTM C1007. i ! / /-- / /4 -� / I I I I/------.- • 4. FASTENERS: 11 ( i I i phase 4 CONSTRUCTION CONNECTIONS SHALL BE MADE WITH SELF-DRILLING, SELF-TAPPING [ I r I n '-- I I + I j !- I '-- p SHEET METAL SCREWS OR POWER ACTUATED FASTENERS (PAF), AS i I \ i ' DOCUMENTS 6" STUDS FOLLOWS, UNLESS OTHERWISE NOTED: I II I � I ' TOP TRACK STUD TO STUD OR I I 6007150-33 TRACK OR SHEET METAL #8 X 5/8" WAFER HEAD i I I { I i 1 ' date 03.01.06 GYPSUM BOARD SHEATHING TO revisions 1 PLAN-TOP WALL PLAN AT PLUMBING WALL STUD, TRACK OR SHEET METAL #8 x 1" FLAT HEAD AT CORNER INTERSECTION PLAN AT INTERSECTION (w/ 0.292"0 HEAD) 3/4" .1'-0" 3/4"m1•-0" 3/4".0'-o" TRACK TO CONCRETE 0.177"0 PAF, INTERIOR WALLS 6 STUD OR TRACK TO 0.177"o PAF 52.3 L2x2x18GAx0'-8" STRUCTURAL STEEL (3) NO.8 TO TRACK SCREW FASTENERS SHALL BE ORGANIC-POLYMER (CADMIUM WITH (3) 3/16x11/2 RAWL SPIKE CHROMATE) COATED FOR CORROSION RESISTANCE. HILTI "KwikCote" TO CONCRETE WALL OR ELCO "STALGARD". EXIST CONC WALL SCREW FASTENERS SHALL BE INSTALLED SO THAT PENETRATION OF THE SCREWS THOUGH JOINED MATERIALS SHOULD NOT BE LESS THAN 3 EXPOSED THREADS AND AT A SPACING AND EDGE DISTANCE NOT project# I ND432.04 LESS THAN 3 SCREW DIAMETERS. ' 41111111111111111 5. WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH THE LATEST AWS D1.1 AND D1.3 STANDARDS. WELDS SHALL BE FILLET OR GROOVE STRUCTURAL NOTES TO MATCH THE THINNEST MATERIAL BEING JOINED. 6. 'SLP-TRK' SLOTTED STEEL TRACK IS MANUFACTURED BY DIETRICH METAL FRAMING CE2 / TRANSITIONS P L- A\ A T S T D W A L AND APPROVED BY ICBO ER-5344. I \ TRSECTIO \= 5 P I_A\ � CO \ CRTi WALL 13 \ OTFS S 2.3 3/4".1 -o S 2.3 3/4"=1 '-o" 2 . 3 i • D432_Tigard_High_School\Dwgs\Structural\432_04\432-5203.DWG,2/28/2006 12:01:59 PM F" 16 ARCHITECTURE + INTERIORS+PLANNING Q o co ° v W a) CI O ° W z W ti 1-- - 3 a ce Z 11o c.) .,. o ti N N O V ft 1w i— O„, ci), ,- . s v F. 0 0 ). 0 0 t3 = :to c J < co N -I N @7 0 O Q) r ' 0 c, w PLAN MOTES L 0- (E) CABINET EXH FAN TO BE REMOVED Q-- (E) ROOF EXHAUST FAN 4 CEILING GRILLE TO BE REMOVED O— (E) UNIT HEATER TO BE REMOVED. REMOVE ASSOCIATED STEAM 4 CONDENSATE LINES U z O o 0— (E) STEAM CONDENSATE PUMP 4 ASSOCIATED PIPING TO BE REMOVED z - ° z Q � 6; Q mrn z l- z 7:1 001- ow ° w ¢ m01- D O 'az0w Cl)m z f-- w ' 0 c.� mazz cDVO <t0 Li W 1= Z() 0 .. > Q OQ � n O I-1- UCr OwQI'- U) O o0 f-Y- (-A) o E it -h--- (f) 60 >- wOwO � az = lYX � � � � El_ L ' o f- a w rn I- m rn , L_ Ce , J __ U IIIIIIiI CD 0 Q J1 -F9. . '= g1°r I I I,1_11 bJ._LLb.L1L 1 1 Li I .4g1 I CII. 0 te -___- I i I I I I I I I l l i _- 1 __ � - - , i 1 1 1 , - t , C L J - 1.1.111‘.1.1.111‘0 . L M \-. - ` r YL. 1 CO tin moming Lo - `, 1 I 1 1---� -n C I 1 i 1 I --k t - ' Tl I r � I 1 11 -11 I J - [ 1, J i l 1 -II , o I _il i1.'' a ■..II II -II O... am= 0 ...a ,, I, ' L, LA L L L� II 0 CL - O O I O °6U) r( - —r — - � F-- -I hi I I I 1 _ v' -,,' -v7 ► � /► o CU 1NE1,4ACCIESSPANELNCEILN&V i jff r _ILO;GJ ►C_7 I - 1: I I 1 ® 7� �� co 0) Lc) ...0 ..:, - _ - 1 -r-7°�t I I 11 4-_-_— - —1 �:-- -t�1 t LL j�- I i I /�- (� 11 N 7-1 if D) V • C/ L)•son I i I- I I 1-L-1==1 _�s ,h F___= I I N ► ` Li CONDENSATE 4 STEAM - t+ -'-' -+ + ?---�— +T i � X Cali FR: RS CN1 LINES TO BE GAPPED - t+-11:&"A` - 4 REMOVE BEYOND _ L el �Ny 11 n n II _ L.L. �� L� La II - �j' O I or) J 4J _ ' ' L'13) 0 I 1 -,i r- , = rg- ri i- (4') j:: 4. : C”--. 0 I - Fr.� Rv7 v7 O t� J L 4-i r--�I 1 . L •--*--- (E) RA GRILLE ; - --'i- TO REMAIN I r_- r LJ I � r EXPIRES: 31 DEC06 I �L-'-___� LL ...---(E) IS"� EXPOSED SA W/ Consulting Engineers ;' I GRILLES TO REMAIN "A5-I S" ikhI : Ash St.OR 97214 , PHN: (503) 234-0548 N FAX: (503) 234-0677 - Ir�C.11'1P9�_MFIA-ENG.COM �i, CONTACT: ROBERT RUSSELL X C30 '. i i��i ~ (E) DUCTWORK � ASSOCIATED � � � 00 � � - q DIFFUSERS/GRILLES TO BE REMOVED IN THIS AREA \` ^ ! t--_1..f -��iL .GPI- -�. _ -'�� t 1 I \ ` / ___-.\ U 11 REMOVE (E) IL"4) SA/RA -.• / TO THIS LOCATION FOR I I kI INSTALLATION OF NEW DUCT I r;''- ' 1 15-7/1----1 r IF-1 IP U. I I itr---Fr-III ---1 1-- (E) RACU-2 TO BE REMOVED 4 RETURNED Ill It.ILL I I k e y p l a n TO OWNER PER SPECS. (E) JCI CONTROLS I I I I TO BE DISCONNECTED 4 TRANSFERRED TO -- IIMIMIIIRIIIIMIMIIMIINIMMIII NEW RTU-04-8, GAP (E) GAS LINE I I 1.-\-kf- ---7:1 phase 4 CONSTRUCTION ii t----I—----r- (E) STAT TO REMAIN DOCUMENTS �I .+-j TRANSFER CONTROL - f TO NEW RTU 04-q date 03.01.06 rti (E) 5A/RA DUCTS 4 ASSOCIATED _ GRILLES TO BE REMOVED reViSiOnS `� ill' I., ...t.—..—i — 1F117111.0, WIMP FIP ......`it I -7"-- - --, "1--. ---41 I ► 1 z H 1 ,A__ J1 1 - 1 -(E) RACU-I TO BE REMOVED AND RETURNED TO a OWNER PER SPEC. GAP (E) GAS LINE. TRUE PROJECT NORTH NORTH project# I 02054 1 MAIN FLOOR HVAC DEMO PLAN-PE LOCKER ROOM r ti MAIN FLOOR HVAC M I.2 I SCALE: I/811 = I 1-011 \ ■I 1 DEMO PLANS M II • 211 L / F 10 i / f ARCHITECTURE + INTERIORS+ PLANNING 0 0 k t/! cv v ti 1 w °' ci 42 r �c o .� r w ° z w . v I- - acn — o, Z o rz I i V Ala , r _..... ■ SEE O. TYP. _ 0 u gtN cNIN. i az I- CS 0 co Z In G~ 24X8 E H SEE SE I�tE RAL NOTES TES a m - � D G�iRiZIDOR 22X22 E�N 14X14 $A '�� M6/ N 1000 C4M 1 425 CFM - Cl) 501 �.�...... �' ii 6 c co A D 13,111M--- I 14X% A Si , -5EE FOR DUCT SEISMIC SUPPORT Q'- "' ID iAl � 14X14 SA (TYP OF 3) M6.1 0 r;":, w - GACSES, ■................. _ _ 425 CFM �► DUCT 505 ,4 !i _ I! 14 S _ x 'SHOWER EXHAUST DUCTWORK, 5EE SPECIFICATIONS FOR CONSTRUCTION GIRLS— MOUNTED 0X12 LINED 5• { 14 ->A I LOCKER ROOM _ a D - = 1� . EE ►TYP. N SENSOR ■i.��.......ri � .p; �►7-i F i �... �i"1�D.� � 50-1 - - - - - - - - - - - VEST. _. V Q ; - : ! ,'—!! , -2ox.4 L1NEV �'I _ - - - - _ 111 502 ■ � / 1 ; i n....ar� _.��, i � ` � l I 6 13 E o....n.1►....„. .-i�►a■��._ __ ■ A p ■C :L;ii� /io0 CFM r► ! ■ ,• � - PLAN NOTES --G) > W 4.2 STORAGE IV SHOWERS , C' cr r---7 < '-'-''s Q i 36X8 EXH 506 ., .„.04,- � - .i ,g2,AAri 42 6X6 EX1-I O U p W..,�� 51 I �� .. � _ _ � I W� 2,�>!� ' 1:;Ø;c; 4 �- z ,_ m< o ill all-�.� ■�'■ m z OXB EX _ �.►�► 1■ ►■ ®L9III © N� ♦ 200 GFM <t- -�,�i7�”. .rte.. 1111,�� l• WM§Wi►�- t- W p t\ Q O o O STORAGE --1- Q �mil. � � Q OFF 1 GE 6X6 EXH 0 z o pip 6D'. EXN ell � tl� ��• �.►' ,rc■�.■► O 1L Q W o0 512 I 518 - ►cn- o = ,....i 100 CFM ■ EAM RM. 11 !Irmo 8X8 EXH r-- - o o >- ■ - I 514 i �'►� U� �, t ��llawO 2X2la EXH �1► =M ■ �I i— W Q)4— to 0 fit i w�� .. Hill111�r.��.s�� i- if i TEAM ''M. �►i �•- ET ®- IOX13 5A 6'. $A .IOili■� 10' SO BALL GORR. 100 CI=M i ca jai }'� " '�' ,r.�. STORAGE -10X10 $A ■ � r I � 2�� CFI"i w !! A . I 51� o ir.1I 513 • : S'O 41, �� as r�_.� 1 ■ w 6'4 $A Q-NOT USED O In tra 'A ■ ,� _ lsa0 CFM 3... ,�,�1 ■ STORAGE J - 18X18 RELIEF W/ BAGKDRAFT DAMPER UP TO RELIEF HEAD SEE ti��_-- TEAM RM. � ;;.nn1`1 .1 M AI 516 �rs�'T ��! W. $A K -36X13 EXH ROUTED DN BELOW BEAM BACK UP INTO SOFFIT CD ■'-' d- I' GIRLS _ A r^►.�, r';� OILET R ■ ►� 1(dDw FM DN OPP051TE 510E Q M am' o oil ' ' . ' L -- 18X8 5A DN IN SOFFIT TO BELOW 36X8 EXH w .•�� i r I 0-24X8 SA FROM BELOW BEAM, UP THRU SOFFIT TO CEILING SPACE tU ® 10Xlfd EXN 4 a ■. O c CORR. • 2�0 CFM SEE M6.1 TIP. ®—10X8 5A; ROUTE DN BELOW BEAM AND TO 8X24 DUCT BELOW BEAM .� ( .c 2 521 0 0 CL (E) 42X10 RA GRILLE; O-20X12 LINED SA, 20X14 LINED SA UP TO SA DROP IN RTU-04-1 PLENUM; REBALANCE 26XI4 LINED EXH, 18X14 LINED EXH UP TO RA DROP IN RTU-04-1 PLENUM; GE TO 1200 GFM 0 vgjW CO b21 " 5EE � FOR DETAIL INC CO V" (- 4 (E) 113X10 5A GRILLES; �„J 5 REBALANCE TO 400 GFM ®-- 113X14 LINED EXH 0i 7 ,_ (TYP OF 3) -A,--- 'J :€6. w CD O 36X8 LINED EXH = .,� co - T II FITNESS � � � ROOM � / � � d'>17 522 , lima i_ a co M tts N s' I La. 1 s-- cD rn Li I2II1 . ,,-,4_; , 5EE a M�o.1 s.. s—' 0 NEW 18"4) SA/RA S ` CtS NI CO co - 14X14 LINED 5A CD CD CO $�� $A I I 4$I '� 5A E� �1■ • 0 E- 200 CFM .., �' -1 - '�. .!�► '��`...1 tn� 0I�Es 1V �. `N NUJ %am col I AL _ _ � 10 � SA 2>�CFAM 1 I - ILI 2"10 CFM �� tNFS 1'7** ,,„,4_ , , SEE as ��'�7 Elf onIMINNIIIN Elk 0 M6.1 i HEALTH ..yam. ' �' 178 '� ROOM - i OREGON )4X14 LINED RA 524 lfd' $A _-�C� .,l,,Y :0 �� 7;',31I11•Min a. 21fd CFM Off, •�� • r7;', IALTsi 15 X15 RA "•• w' M 200• C M 815 CFM �;; MI1�w I EXPIRES: 31 DEC06 I 3 T SEE TYP. v► 0 Consulting Engineers I , ' VEST' 6X6 TRANSFER GRILL 1: 523 - IN DOOR AT 12" AFF P7 l aSn.E,. 61'19414 1,4/ w, 1 (503) 234-0548 rir, INC.FAX: 234-0677 _X___ _ __.' 15'.C$ Q 0 i 4. 00 a Iffillell I i I I b I i IP OF � k e y p I a n phase 4 CONSTRUCTION DOCUMENTS i I date 03.01.06 revisions 0 411) 410 I i project# 1 02054 MAIN FLOOR HVAC PLAN TRUE PROJECT NORTH NORTH In FLOOR HVAC PLAN-PHYSICAL ED. /44-"V Ai M2 . 21 M2.2 SCALE: 1/8” = I'_0" lI I IIIIIIMIIIIIIIIIIII I • I --( 0 825 CFM j ( (J 2200 CFM ARCHITECTURE + INTERIORS+PLANNING %i ii ; CLASSROOM r4 oo CFM 53S25 CFM 405 PLAN O c. E ,„, . --. ®1200 GFM - y I w `' �' I ( )-RE-SALANCE (E) RA GRILLE TO AIRFLOW LISTED ELECT i�?�NSITONS �C o .� 406 , - : _Y 415 w °z ® GE2 '':lr'� O-BALANCE SUPPLY AIR TO FLOW RATE LISTED. DIVIDE FLOW RATE EQUALLY NEW IN (E) DUCT, SEE _ �' - w 1111, (222 _...__._�__ __ i-;� 402 I TO ALL DIFFUSERS UNLESS NOTED OTHERWISE U j ^-- _r; -RE-BALANCE (E) SA TO AIRFLOW LISTED °' C p,----: J I UD -(E) ASU-1A TO REMAIN A5-I5 EXCEPT TO RE-BALANCE TO 2000 CFM ... N ti ,, c- PROVIDE NEW SHEAVES 4 BELTS 0 �, MM '_;._ ' ' } RELOCATE (E) 12"4P SA I w y" ~ 2 �,,_,-_____.._-----.- O-(E) ASU-1B, REBALANCE AIRFLOW TO 3770 GFM. PROVIDE NEW SHEAVES -p "' "' i_________,. DIFFUSER 4 BELTS "� �' I NEW 5A TO (E) NEW 8"fi SA I VE (E} CODLING COIL FROM UNIT. PATCH CABINET 4 INSTALL z . , (E) 40X36 SA Q—REMO m ,;,;,l;Ol 25 GFM Q Ofd'� F-., ,: TO ( ) tbX 14 SA^ ` �` � AP (E) SA ;/ ,: � ` NEW 2 FILTER FRAME UNlT J Q m T- 4 REMOVE ..rl N f BEYOND B ' +OFF IGE� K1/2/.../. ; �,�IC 1K )2000 CFM "'til EXTEND NEW REFRIGERANT 1 ' f' ; 404 'f-';! 8 1 RELOCATE _L E o w PIPING TO (E) - ,-` s 12fd CFM �� ,______.__._.___- (E) STAT I NEW I-1/4" CD TO (E) LINE _.__=U`_.._. 0 ' 1, i1 ." , i.i 1 .-. Y:,-�1', c��125 GFM 0120 CF (,,' •.'1 3 '`! ��, r___, OFF F J NEW 6 RA TO _ lz-''y - X00 GFM I ®tZr—. . .. `,' 4c=_- (E) 24X12 RA DUCT - © ;—.f./ 250 ��w'� 00 :/ ®1300 GFM Z . a_ LIL 1 - , � LJ 00 COOL I NcA Co I L �'I i t r0 ¶FAM �D' CJ,QI NERA TO (E) 18XIb RA ®2OLOGFMJ2oQGFMy; IoFE24xI2RA---y �� -�►. ,E,�. RA NUMBER �- rn Q z ~ w � -ICE o > w avail TYPE DUGTMOUNT 0 v f- o w ° I. �.1 I � — �� 401 � E_- Q�`' Q C r all I Q z� � w w m0w"- �� - � SYSTEM ASU-1B 0 `" z m r- TOTAL GFM 3'710 z ' 12X10HODDEXHUP ooQZz THRU ROOF; TERMINATE " o c.i m z o W/ EXH HEAD /EF\ MAX. AIR STATIC LOSS 0.35" H2O v o rj- SEE 4 (TYPICAL) w o Mk\ NEW KITCHEN HOOD; PROVIDE LABEL REFRIGERANT R-22 0 ci °IC >- Q 1 -- © �� ►- z o ° ABOVE HOOD THAT READS: SEE (TYPICAL) 4 EXH UP THRU ROOF; ENT. AIR DBIWB (°F) �S.b/62.5 w ( °ct o "NO GREASE LADEN VAPORS ALLOWED" ° ° w <`` 00 TERMINATE W/ EXH HEAD LEAVING AIR DB/WB ( F) 55/54 cn o TRUE PROJECT GAPAG!N (MBH) ~ °� u m o ° < NORTH NORTH G8.4 v = Woo < o�- - % Ark h'fAX. AIR VELOCITY (FPM) 500 M 0 AI N FLUOR HVAC PLAN- CE2 i \ ASSOCIATED COND. UNIT AGGU ~ w �~ a - � SCALE: i/8" = i'-O" ` 4111 / ` 1 A550G ♦ �` ../ - (E) COND. UNIT 15 NOMINAL 10 TON UNIT, SIZE Ce REFRIGERANT EXPANSION VALVE 4 COIL ACCORDINGLY IIINI _ CD n:111k CE I L I NG EXH FAN; 50 CFM; 0.25" ESP, 120V;CONTROL W „0 larBY TIMEDELAY SWITCH; GREENHEGK 5P OR EQUAL c.::: , — o -1--• KR',4) RANGE HOOD; 36" RESIDENTIAL; 450 CFM 0 (an znt; co —al o M CCI tin .. IS ■IC Ta: a - - 0. .. 0 2 — C.9 ..= 0 _. --AIR BYPASS CLOSE-OFF -DUCT TRANSITION (45° MAX.) 0 oat 0 CL. COIL ° o a� 30 MAX. 45° MAX. th _ - SPIN-IN MANUAL VOLUME DAMPER Q i`� � FITTING SHEET METAL Lamilml. � �FLOW �. SLOPE TO DST FLEXIBLE DUCT ■� --"�.._ DRAIN MAIN SUPPLY DUCT t,[�FOR FINAL GONNEGTlON Z3 N. A ONLY. SAME SIZE AS LINED RETURN AIR I- ,an VP = IC? A DIFFUSER NECK E N c------ 4 ,@ I (- ---- c---- ...._ _..._____. dittilluilk SIZE. PLENUM FULL SIZE RETURN/EXHAUST ,� N / REGISTER/GRILLE JAIR *70GT U BY N0" HIH� ` �1 ,/ SEISMIC DAMPER N CO -z7 mi�U SLOPE TO RESTRAINT TAB (TYPICAL) �1► aL�� ' ■� � �� r-■.,.„...,.,,,,„,„..D c _ o I _. DRAIN PANDUIT STRAP ( } t7 _•....Z -.----STAINLESS IL -L -1= � WATERTIGHT SEAL (TYP.) ---a..- STEEL PAN GEILiNG SLOPE TO 1 DRAIN CEILING DIFFUSER CEILING TO OPERATOR RODS IN DRAIN RETURN/EXHAUST REGISTER/GRILLE INACCESSIBLE CEILINGS � ,4/7.',:-`-P Ali fit/I EIAI SECT I Oil A—A 410 SUPPLY DIFFUSER 4' 7 7884 '� . , SCALE: DETAIL GC '�%L. a." RETURN GRILLE ("--2) ! ;L; i N INE COOLING COIL �Y 2.2 SCALE: DETAIL ��' G 25. 9 ,"12 CAL : ETAL O', W. M`‘'' EXPIRES: 31 DEC06 MConsulting Engineers 2007 S.E. Ash St. AAPortland, OR 97214 PHN: (503) 234_0548 FAX: 503 234-0677 �.( ,ENG.COM INC. MFIA C:1 p 41:-.3 111 ., Mg. IIIPluilli k e y p l a n phase 4 CONSTRUCTION DOCUMENTS date 03.01.06 revisions project# 1 02054 CE-2 MAIN FLOOR HVAC PLAN M2 • 22 / i r ARCHITECTURE + INTERIORS+PLANNING E CO c4 N v ti • W rn tt ii ; a m _ m z Z. ° era O V f N r+i F. C co it, J '. z s v I- C) k- 0 cD CS = :to co _d < Co N J N t) = O a) to 0 era wi Li 1 -\ - �:i�■■'�i■■ I�■■■ - - - - - - - - ■■■■■■■li- :L r- - l I - • - - r - _ - D - - - - - I I- - - - CORRIDOR z z o z 25`1 m. z : z rn Q ■ o > w - z }- ' I oQ„ z � [ 0 ( m � w � z oo Q ll T I J I it I 1 0 o J Cn I — j i i '��' ( �' I ! [! I 1 — I fl ii 0 1 -- -- - - - - HES - - - - - - - - - - - - - - - - - - - - - -- - -----, I' - - _0 ACCOUNTING 0 ° <>--- t Q LAB ROOM IC 1 ft F- zoo _o t_:.3 .____ 25q ------ o [� z 1i o ri U,o °° _ _ PRO ECT COMPUTER I - _____ 0 E v = w o o Q o CAREER RS•Y GRAPHICS - _ x ° _ CENTER 262 261 0 [- a w rn !- a cn 258 1 it El) _ J_ - - - - - - I - - - - - - - - -� 1 - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - I . Q Pill 4i) 2 �/ G7 Mill ELECT. VIDEO Q I 1 . - PRODUCTION (E) REL LOUVER ABOVE ROOF �J It 280 263 ! .�■ !-- IIIII■ (I) 0 CO(E GEU I; REBALANCE FAN TO 11,325 CFM I J CD C*.7) PROJECT _ 'V / , - - - - O tU i 1 .,,,, ..,,THE T �., ,7 STEET" STET �,L \i\ 246 ' / '11 _T T �i��__ {mil � AI-+ 0 Cn - - _ (EXIST) q._ - o _ ro{ { ( iI _ •- ■ 0 - - - - - - - - - - - - - - - ± — o — - - - - - - - JCOIDOR �- - IN/ DIRECT DRIVE MOTORS; �,,- , °; :}�; y,�:,;;;�? tiT x� -} •'�"� �-' co 275 REBALANCE AR) TO 11,325 GF '' < ?)',-,;*.. , ,:K t., ..,,.r,; �, m ■■■. .��,j[o - �� X)C r >' AT 3.66" T.S.P. - ,,, :,,;: ),, , T:F •x , CL NI- V 4 > / day A X>��•',>...tr,`t \5 4Y Y A Y. I I%'`, ,13 x 03 F— CU C\1 ❑ ___ __ _-__I _-______, 0 I ma = 1... t P. 0 ce ~ - Pit I I • ,i o . - - - - - - - - - - - - - - - - - - . - - - - - - - - - - - - - - - - - - - - e - - - - ` ;IT : D) W c, te ■�■ .— J CAREERS _ CAD/COMP. —I ' • p .� CLASSROOM MARKETING SCI LAB _ - d) E"' 265 LAB 2S7 ' IX I I 0 266 ❑ - I c3 I • - 1 N "Is° 1 - or :„---744, csS4-1111 , , = 111 . ftl- li / ' (LOCATION TO BE GOORD (Fc (LOCATION TO BE COORD ��,,,� �_� > 84� �� -' Q IN/ ARCHITECT) 2 IN/ ARCHITECT) - I�, Ill / FA-RA %/�/. - - - - • - - - - - - - _ - - - - - - - - - �~ ORE r r , 1��1 --J 1161".... ( I '+MMMI�f' Oa a■ W. M EXPIRES: 31 DEC06 El r I T G I LET �'r 01� i[Q ' ' V 1 ; Consulting Engineers VEST. - 214 .]j I - ; T2007 S.E. Ash St. I I- I �' 2 1S =_=' - ' '�' Portland, OR 97214 1 J �i - - ----�—{- I - - - - - - : I N C S S - - - - - `� - Ga - - - - - - - - - - - - - - - {- - - - - 1 OFFICE/BYOB. �� - � (503) 234-0548 a1 ' 268 INC.FAX: 234-0677 MARKETING 1 --� - J LAB �° n i a i 26q 1 CORR. _ 4 E:3 00 N, , 1 272 „, „, _ i L __I mj 1 ao In � __ .' 13. 1 I I I L 1 1- 111 I i�. i I � 1 - I 1--1-- 1 — :; 4 - 1 I l I- IIIPIPIIIIII ll ---, ____.i CORRIDOR i k e y p l a n 271 I II phase CONSTRUCTION --El) __ I_ - - _T; - _ - - - - - --�— - - - I;I►� - T - - _ - - - DOCUMENTS - date 03.01.06 revisions TRUE PROJECT TRUE PROJECT NORTH NORTH NORTH NORTH 0 MAIN FLOOR HVAC PLAN—BUSINESS (.....,..\\ ilk 1� ATTIC HVAC PLAN—BUSINESS TECH ik SCALE: 1/8" = 1'-O" 411W 141 1 I I�� 2.� SCALE: 1 f 8 = 1 -O \� .�W project# 1 02054 MAIN FLOOR HVAC PLAN M 2 • 23 _..... I (E) 2" GAS Ai I (E) 1_1/2" GA5 r (E) 5 PSI GAS METER; • , • - µ - - NEW I" GAS LINE DN TO (EZ METER; ( ..-.- _____.___.___ ,__�___'._.._—_____ GOORD CONNECTION AND ADDED - - - - - - - - - - - - - - - - - - - - - - - - - - ARCHITECTURE + INTERIORS+PLANNING LOAD OF 420 MBH WITH NW NATURAL GAS CO. - C) i w N U ti • W a3 Cs Y o° • GAS REGULATOR SIZED - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FOR 420 MBH FROM - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w a 5 W . �+� �' m O N , • , , ,, ,, i , �, C-��l�I RAC NOTES Z �, , • .. . , .� o ti ,-.., - USE MIRO POLYGARBONATE PIPE SUPPORT FOR ALL ROOF MOUNTED GAS LINES 0 w `°' J u+ tit J .' Z q.Z. O ' ' in- - - - - - - - - - - - - - - - - - f - - - CI z J 3 m N co) co In GAS UP ON ALL ° W TO UPPER ROOF i y G G -G -G G G G G i I GAS ON ROOF v z 5, o Q oi Q Nom z : z I" GAS ON TO LOWER ROOF-- 0 CO ° > w Q w Q (E) GAS LINE TO REMAIN U w Q ch O m O , i WU. ' 0 w m a ►- z U, 0 0 _ , _ _ _ _ _ - - - _ _ _ _ _ - - - - EE " w ° 0 . „ op _ < 0 . , „ (._, 0 ,. , ,, 0 a) < FC.-. 319 >--- - .- - fX }-:-..-D- ` ) tcQQ 0 z0 , ° 0 ,.. : � Q0� Ow ..O . , E F--- — co . . . :., G G1-------G .94_ , SEE m6.1 co w .._ 0 0 >.-- • , ,._. .. . Li" 6A5 0 wov82Qo -- a_ wrnE- av) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ - _ - _ \.... _ _ _ _ _ _ _ - - -,., - : - - - - Ct Alk sm. v+assi PROVIDE NEV CONTROLS AS NOTED ON Nip CD 0 O CD C) > soNV L 41) 0 .� M J O M CCU 0 .... to 0 d. •— C' c , IMMO CD awa ...= 3/4" GAS ON ROOF 0 dolt 0 a_ CO(.:: 1 0 wl° CO / , 0 CO o) I/ . . p INC 11= ..... CO Cti -cs too _: i N I _-_-- _ _ L L. o ce . , N co tip- , cp Lii m o A CU 111111111 CI.) Fmm CO a°� 1- C'; (E) 6A5 LINE TO BE APPED FOR REMOVAL OF (E RACU-2 Z@ C) .A_D PROip ' , _------_. ____-3 T 17 4 '�- �� - 3/4" GAS ORE 410 40 0 144 �� REINSTALL ..0 i CONTROLS G� OPERATION TO MATCH 'r w. MN'' EXISTING OR AS NOTED ON I M5.1 EXPIRES: 31 DEC06 (E) GAS LINE TO REMAIN ^ / T �- / . .,\\ i Consulting Engineers • 1\......\_ 2007 S.E. Ash St. 1 Portland, OR 97214 SEE (TYPICAL) j\\ (503) 234-0548 ■1111 INS.FAX: 234-0677 PROVIDE NEIN CONTROLS AS NOTED ON I 00 4 C".3 00 4, 7.-A . \, ,::: f/) k e y/ .. Weil p l a n (E) RAGU-I TO BE REMOVED; ,ri 6 -.•. r►- PATCH ROOF TO MATCH (E); GAP AS LINE phase 4 CONSTRUCTION DOCUMENTS date 03.01.06 revisions project# 1 02054 ROOF HVAC & 1 1 PLUMBING PLAN TRUE PROJECT NORTH NORTH ROOF HVAC PLAN- GIRL'S LOCKER AREA 1 l 1 � M2.4 SCALE: i/8 = I -O i 1 4 1 -/ \` .w 0 0 0 0 0 A/ 1 24" TALL ISOLATION CURB TO A LLO 1N ARCHITECTURE + INTERIORS+PLANNING �.� 11 SE O DETIL 1 1 DUCT TRANSITION ABOVE ROOF; SEE �� FOR CURB DETAIL; LEVEL CURB TO 1 �� RELIEF HEAD; SEE PLANS FOR DETAIL STRUCTURE AS REQUIRED }'''Iro-} . . 8X20 EXH 36X8 EXH 12 SA 1 1 8"d� 5A 14X8 SA 18X8 5A 10X6 SA (TYP) it,<<`r; - __ _- 26X8 EXH / 16X 14 5A 1111111 MIMI EMI-2-5A — �r;rr'r, , _ -_ X 1X20 LINE■ 5A E v� o co cs rrr O EXH r,r 5"d� A ■,■;■;■,■,►�j■�■;■�■,■;■,■,■,■■■— �,■� - — 8x3! - .. Er " — --- —..............-_-- --- .- .- . ,13 , 1" Immli mom= �.�.■..�� ..� r1r,r � ��► — -- rte itl�1 �� W , LI ■ ■ ■■ ■ ■ — _ —— _ ----- ■ _-- — -- �C 14X14 A i i i •• i• • 1(d'0 SA . ■ ■ ■ 6°� SA o TE - M R00,' �, I X8 EXH �''i8X30 LINED EXH i 18X14 LINED EXH l0'. 5A W z ' . 425 CFM r, ■■ ■• • ■ D RANGE ¢ ji ■■ , 2�fd CFM !O cD SA ISX18 RELIEF DUCT $ GRILL• ■ ■ ■ ■■ E A RO• j E 4■ ■ ■ 200 CFM W v EAM ROOM STORAGE 24X8 5A TO I L'Ts ■■ SHONE-S ■■ .(4 if FITNESS ROOM (TYP OF 2) i i i ■ II II II II 515 ■505 506 522 HEALTH ROOM CORRIDOR ■ SHOWERS _ c_ (I ■ i i GHANC�I NCB OFF I GE '^� n- a'■ ■■ ■ ■ 524■ ■■ ■ ■ ■ 8X24 SA ■ 506 ■ ■ 50c1 508 o• • ■ Z .., Co ca 1-- _r ■ •■•■ •I �.■ �� - n, ■ ■ ■ (� N N qk 20X20 EXN , ,0x,0 S,4 O ...., 500 CFM 200 CFM Z L. 1 c f I I I I I O J "� © `'�► C) I- i`' z LO X go J < m N J N co co MBUILDINGSECTION 2 SECTION 0 M w SCALE: 1/8"=1'-CO" W O z op z - ° z < > Oi d 0 > W z< 10 eL Q W 0 CD c) f--- 2 W„ W ` w, D L3 ? 2WI- C7zOW mc� E zO w 0 mQZZ °D Q O U O CD Q w O 0Q� oI < 0 „to — 0 LL U Z CC 0 EE 0 L` < i� 00 , (4) 0_ , Umcon- Dz < a = w00Q0 W000a: z o = c, X .. = . D I- D_ wM1- a_ (r) Ce L v , isomi a (0 M .- d. tw CD o C M as in L = 0 id• O_ •— 0 c Oc: 2 a 0 co a_ .0 N v - cn o•._ -�. c� 0)INIC ....... ■� CO .y, co � t 2 = ce , ._ -as csi X tv0 I—• i � .13 t IlD ca L L- CL' CU N CU o CO -ci D) W CD o CO II=III IN 111111111111111111 C) rin , .,,,..4/ .0,DIPRApitri dri '''- 18 ,??-7,, � t'l OREGON EXPIRES: 31 DECO6 i Consulting Engineers 2007 S.E. Ash St. ,llt-1 li Portland, OR 97214 (503) 234-0548 INC.FAX: 234-0677 k e y p l a n phase 4 CONSTRUCTION DOCUMENTS date 03.01.06 revisions project# I 02054 MECHANICAL SECTIONS PHYSICAL EDUCATION M4 . 21 f 10 # CONTROLS FOR RTU-04-1 SEE I/M5.1 POINT DESCRIPTION INPUT OUTPUT ALARM ARCHITECTURE + INTERIORS+PLANNING DIGITAL ANALOG DIGITAL ANALOG MIXED AIR DAMPER X EXHAUST DAMPER X O5A DAMPER X e GAS HEATING o 0 SECTION HEAT 1"HEEL STATUS X W o cs' HEAT RECOVERY Y�IHEEL --IDPF- COOL I NG D15GHARC�E HEAT YAtHEEL 5/5 X Y o 0 COIL 5A FAN START/STOP X o T T w z _.._ No, 5A FAN STATUS X X w ) / 1 I ;! l I I „ „ - I I ` EXH FAN START/STOP X 3 •x a cg OSA J > SA TO SPACE EXH FAN STATUS X X `-3 °� \ �'`' M - Dx - FILTER DIFFERENTIAL PRESSURE SENSOR X 0 v N GT -1---n k\7\1 4 GT SMOKE DETECTOR X N w , `a SUPPLY AIR TEMP X '''V o `''� C r� CT EXHAUST C z o tO EXH TEMP X 0 z Ct SD COMPRESSOR START/STOP (PER COMPRESSOR) X ...1 < N I COMPRESSOR STATUS (PER COMPRESSOR ) X co cn I T COMPRESSOR CHAS VALVE POSITION X X ° GT IMIXED -- AIR TEMP X 0 "' CL) CONTROLS FOR RTU-04-q SEE 2/M5.I �.„ INPUT OUTPUT i POINT DESCRIPTION ALARM W DIGITAL ANALOG DIGITAL ANALOG FAN START/STOP X Lu FAN STATUS X X z z o° FILTER DIFFERENTIAL PRESSURE SENSOR X mow z z °' < OSA DAMPER X ° ,—_ LQwp RTU-04-7 CONTROL DIAGRAM CO2 • X ° U � p w w ¢ m o ? SCALE: DETAIL SPACE TEMP X 0 Inzu-) LcbjE :„„ f= w � o SUPPLY Al R TEMP X _ c-.� m `� zz RA TEMP X � U Q (i..._ wo ov) o ,� QQ COMPRESSOR START/STOP (PER COMPRESSOR) X Oe 11:: OS,t) p° o0 COMPRESSOR STATUS (PER COMPRESSOR ) X ° U, o < = . GAS HEATING E -SECTION GAS VALVE POSITION X X � m � o_ °° Q HDPE- - COOLING HEAT/COOL STATUS X 0 w o c� o ° z = w p O Q � COIL MIXED Al R TEMP X �i ~ � Wd' ~ O- � T T �o. te I I I l { I � I I / -W- - CONTROLS FOR REHEAT COILS i- -'-. OSA, ) J Mi. > 5A TO SPACE INPUT OUTPUT ( o y POINT DESCRIPTION ALARM �- �� °x - DIGITAL ANALOG DIGITAL ANALOG /� I (1)GT O T SPACE � START/STOP X Cn g O ■.-CT ,- SPACE TEMP X J D �M. CIS 0 - .`o CONTROLS FOR FIRE/SMOKE DAMPERS ,� - . . INPUT OUTPUT ■T POINT DESCRIPTION ALARM 0 c T COMPRESSOR DIGITAL ANALOG DIGITAL ANALOG — �.= ._ DAMPER POSITION ■ X X 0 0 a. ICO2 dat DAMPER COMMAND X fl C!) � .' * EACH DAMPER TO HAVE INDIVIDUAL DAMPER POSITION SIGNAL TO DOC SYSTEM < 0 c T CO et � Cj3 0) . a am NC CU -0 CD Cn = LO T SPACE TEMPERATURE SENSOR CT CURRENT TRANSFORMER - - PUMP ■' � t�Cj N A' .. _ O a N- 2 RTU 04 9 CONTROL DIAG�;A� I- M5.I SCALE: DETAIL P SPACE PRESSURE SENSOR 0 MANOMETER Q � - (f- 2-INAY VALVE T Z.... O k FrE VARIABLE FREQUENCY DRIVE CC CSI al CO DP DIFFERENTIAL PRESSURE SENSOR 3-1NAY VALVE D) W CD O @:: CONTACTOR/STARTER '=III - _� T TEMPERATURE SENSOR SD SMOKE DETECTOR MOTORIZED DAMPER FILTER GAS HEATING SECTION; D I SGHARC�E TEMPERATURE 1 7;4 DX COOL I NCB P DUCT PRESSURE O2 CO2 SENSOR ED PRO/6, +0_ I Pi.4444 , 4i 7884 �° rr OSA DAMPER T �,�'' .o' - T 'ACS�G025,1- ,�, � �) SPACE TEMP EXPIRES: 31 DEC06 T CT --iii C) \\ ii `GO2, COMP. Consulting Engineers /\ e • 0 2007 S.E. Ash St. ( � Portland, OR 97214 41i\ (503) 234-0548 GT INC.FAX: 234-0677 -ADD CO2 SENSOR 4 PROGRAMMING PER SPECIFICATIONS a IF a flO i It REMOVE CONTROLS FROM RACU-2 FOR INSTALLATION ON RTU-04-8 atilr ROOFTOP UNIT CONTROL DIAGRAM uPrill , ,15.I SCALE: DETAIL k e y p l a n phase 4 CONSTRUCTION DOCUMENTS date 03.01.06 revisions project# 1 02054 MECHANICAL CONTROLS M 5 • 1 ____________mmom ...._ f ff, J GALVANIZED /k i SHEET METAL ENCLOSURE ATTACH DUCT TO CURB BAGKDRAFT DAMPER 5/16" LAG BOLT EMBEDDED ARCHITECTURE + INTERIORS+PLANNING MIN. 3" INTO WOOD NAILER. BIRDSCREEN ALL AROUND MANUFACTURER FLASHING ROOFTOP UNIT TYPICAL AT EACH CORNER 24 GA. FF FLASHING GAS PRESS. REG. VALVE SET FOR ATTACH SEAL c9 12" 0/C 26 &A. FF GOUNTERFLASHING e ATTACH DUCT 4 FLASHING Z-2 PSIG. TO WC. v� ° °v TO CURB (TYP) C1 CANT BUILT-UP ROOF w °' ti GASKET re SCREW " GAS SHUT-OFF VALVE IS" 2 LAYERS OF 5/8 � � � W °z SHEET ROCK I T. , INSULATION 4 . < i GAS LINE DN ROOF• SEES ', W E- _ LiFemirf---Ialir ,C ], . ,........_ROOF CURB _ _ . S f FOR CONT. 2.4 iiiihh.. ' 0 i i �+► O N 16 GA GALV. ANCHOR PLATE _ \___6" DIRT LEG - WOOD NAILER : _= ATTACH FLANGE TO 4X P/T SPACER MANUFACTURE APPROVED CURB �' N N W/ MN. 1/I6" LAG BOLTS. IMBED a� " co ° it FLASHING A MIN. OF 3". STL. SLEEVES MIN. Ib GA. ,t, ROOFING :.: .._.. ATTACH 4X P/T SPACER TO PLATFORM z �:, W/ MIN. 1/Ib" LAG BOLTS. IMBED J ° v ROOF A MIN. OF 3" i-I/2 X I-1/2 X 16 &A. ANGLE 0 z o ....: 4X P/T CONTINUOUS SPACER TO LEVEL CURB _ CANT STRIP 2 ROOF MOUNT RELIEF H TAD MINIMUM 3" SLEEVE PROJECTION, / ON 3 SIDES. PROVIDE CONTINUOUS GORE APPROVED FUSIBLE LINK EACH SIDE OF WALL ""� N .../ i M6.1 SCALE: DETAIL N -- �-+t SUPPORT AT SLOPED ENDS FIRE/SMOKE DAMPER ASSEMBLY -I p r•OF AND p M u) cr, :a sto .0 INSULATION 120V ACTUATOR LINED RETURN AIR DUCT f-STRUCTURAL PLATFORM ANCHOR FLANGE TO PLATFORM W/ MIN. �_ _._._ I ,,It 1/16" LAG BOLTS. IMBED A MIN. OF 3" t� ,-,� o O �j �--(E) ROOF DECK AND STRUCTURE AIR FLOW I i LINED SUPPLY AIR DUCT w-1, li 0 NA io ■ ACCESS PANEL ATTACH I LAYER OF 5/8 SHEET ROCK O O G, I 2/ . -' 2/ eN, TO DUCTWORK W/ SHEETMETAL SCREW � iø 4 FENDER WASHER Q z o 0 LINED RETURN AIR r -� �� } z rn Q SMOKE DETECTOR PLENUM FULL SIZE AIR DU/EXHAUST DG SYSTEM Yr °I ! - - w>_ 27 >- Q REGISTER/GRILLE AIR DUCT DUCT o v 1-- o w° BY MIN. 10" HIGH ,� #10 SCREWS ® 8"D.G. TYPICAL ALL SIDES ,�, Q m o MAINTAIN CONTINUOUS DECK BELOW UNIT /,,,_, .,,.,___ MANUAL 6 M N. O o z m VOLUME DAMPER POSITION INDICATOR; SEE SHEET M5.1 z 1- w Q o co I ROOF TOP I W/ RB DAMPER INTERCEPT (E) LOCAL 12OV ELECTRICAL CIRCUIT, o v O Q o MC.1 SCALE: DETAIL r ;L�, PROVIDE SNITCH DISCONNECT 0 DAMPER FIRE RATED o ° >=Q _� WALL w f= o 0 od- cam - o I wc.„ zCC o CEILING ° � o � = � EXTEND DAMPER OPERATOR RODS ~ _m a. c5 ° >- RETURN/EXHAUST TO FLUSH CEILING OPERATORS IN CO DAMPER v = w o o Q o REGISTER/GRILLE O INACCESSIBLE CEILINGS z0x °z � Z M�,1 SCALE: DETAIL 0 1- awrnE-- cLCn it 5 EXHAUSTGRILLE I- - � � MC.1 SCALE: DETAIL ■is 0 mile d., SEISMIC > Ci) 19 SPIN-IN MANUAL VOLUME DAMPER RESTRAINT T" FITTING 0 M SHEET METAL FLEXIBLE DUCT TAB (TYPICAL) �� FLEXIBLE T FOR SPIN-IN FITTING WITH � � MAIN SUPPLY DUCT DUCT FOR FINAL CONNECTION LINED PLENUM I LE BLE DUG O MANUAL V (1) 0 Cr) ONLY. SAME SIZE AS LARGER THAN FINAL CONNECTIONS AL OLUME DAMPER DIFFUSER NECK DIFFUSER NECK ONLY - MAX. 48" LONG, MAIN SUPPLY DUCT CC 0 L >< ' SIZE. I FUL11iF DIFFUSER , ,O imim. CD ..0 I SESTINT TAB OPEN AREA 1 0 06 co PANDU I T STRAP (TYPICAL) 411411r EIC ti) I 1._ ■ co 0 -T lir ._ c� CS) DIFFUSER CEILING PANDUIT STRAPS ZZ �� CO EXTEND DAMPER OPERATOR ■"■ C� - Lo GEILIN& CEILING RODS TO FLUSH CEILING `"MIN. OF 2 #12-I4 SHEETMETAL SCREWS CD CO T Ix d' OR DIFFUSER OPERATORS IN INACCESSIBLE AT TOP 4 BOTTOM OF PLATE ■•■• N CEILINGS = F... ° ROOFTOP UNIT FLEX CONNECTION I -E 18 SET FOR ATTACH DUCT TO 4 SUPPLY DIFFUSER , &ASPRESS. RE&. VALVE o SPRING HOUSING (TYP,) FLEXIBLE DUCT CONNECTION --• al CS1 C/3 CO w M(.1 SCALE: DETAIL GASKET 414-4L CD uj O sec, GASKET 11„F„m,- 02 GAS SHUT-OFF VALVE j V f-- 8 }— STRUCTURAL FRAME , i , 13 b DIRT LEG �..,,// � `._� , _ I i r-_,.. SEAL ALL FASTENERS W/ `1i VULGUM SEALANT .`��J ROPFs SPRING HOUSING - _ ' 2" STATIC DEFLECTION G �� T L=�j ISOLATOR AND •� 17;i► , ROOF CURB ___ ; ROOF CURB ==��, EARTHQUAKE RESTRAINT ,47, A� �� BULB SEAL • FRAMING •� �, ' "' WOOD NAILER ANCHOR TO CURB IN/ 1/1b" LAG J►)'x,,41'25.093 4, GI IFLASHING (ATTACH TO CURB) _ BOLTS. EMBED A MIN. OF 3° ° r M‘V N ROOFING I EXPIRES: 31DECO6 .. F /Ilk ROOF GAS LINE ON ROOF, SEE x 2.4 SUPPORT STRUCTURE SUPPORT STRUCTURE CANT STRIP 2 LAYERS OF 5/8" . �� \� � G S _ �.T... Consulting Engineers I y�/ ... 2007 S_E. Ash St. SHEET ROCK � Portland, OR 97214 jI �1 II «� (503) 234 0548 INSULATION ■ 1 I �.� i:, �:i = = INC.FAX 234-0677 - . ANCHOR FLANGE TO ROOF IN/ MIN. ROD COUPLING ROD COUPLING /.6" LAG BOLTS. EMBED A MIN. OF 3" LINED RETURN AIR DUCT ` (OORP. BLOCKING A S REQ'�D ATTACH I LAYER OF 5/8" SHEET ROCK MASON TYPE 5GB MAIN TYPE SRC MASON TYPE SRC LINED SUPPLY AIR DUCT - ' TO DUCTWORK W/ SHEETMETAL SCREW M ! 1 T._T d FENDER WASHER ANCHORAGE ��l ISM SEISMIC ROD CLAMP _I __lSI SEISMIC ROD CLAMP , , __._ 1 IF i�.EQU I RED MASON 'TYPE SOB IF 7EQU 1 RED J ANCHORAGE ' SMOKE DETECTOR `E' . __`_ •, THREADED ROD THREADED ROD MAINTAIN GONTNNOUS DECK BELOW UNIT °' � ! ROD STIFFENER ANGLE o �� f ` ,� , \ ii' IF REQUIRED l el ROD STIFFENER ANGLE - i1 I I IF REQUIRED ,� 4=i• ` . N �i c, SCBH ONLY SHOWN !N LATERAL DIRECTION ,. : D T :_-= ROOF TOP UNIT W/ VIBRATION ISOLATION CURB r ` +'I� FOR CLARITY. ADDITIONAL 5GBH5 ARE v ti ili! REQUIRED AS SHOWN IN PLAN VIEW BELOW MS.I SCALE: DETAIL k e y p l a n .00 REQUIRED CLEARANCES ` REQUIRED CLEARANCES DUCT ROD COUPLING FOR LOWER ROD NO.10 SELF-TAPPING ATTACEMENT phase 4 CONSTRUCTION ',WM---- SHEET METAL SCREWS SCBH OPTIONAL ... I., i MAXIMUM 12" D.G. ATTACHMENT DETAIL `� I IN. a NO.10 SELF-TAPPING (2) SHEET METAL STRAPS SHEET METAL SCREWS DOCUMENTS `' 2 1/2 IN. X !2 GAGE MAXIMUM 12 O.G. II date 03.01.06 1 ■ TRAPEZE SUPPORT :Bran gol3r • 0 0 0 O 0 i % 11101 : revisions Y w 1114 'ir i PI Pi P It a.��lit Q' O O O O O Pil t�LAa��a:AIRCRAFT GABLE iiS c MASON SCBH-SEISMIC PI PO ; GABLE BRACE HOOK A 1 RGRAF T GABLE 13 :: A. MASON SCBH-SEISMIG ROUND DUCT CABLE BRACE HOOK TANSULAR OVAL. DUCT � EC I ..- �28" IN DIA. OR LARGER ONLY b 50. FT. IN CROSS-SECTIONAL i Lii NOTE: MATERIALS BASED ON MASON INDUSTRIES. SIZE MATERIALS AREA OR LARGER ONLY Z BASED ON APPLICATION 4 MANUFACTURER REQUIREMENT. project# 1 02054 , J 2 MECHANICAL DETAILS & SCHEDULES .0, ( \\ SEISMIC PIPE SUPPORT b J SCALE: DETAIL 0 M 6 1111 I iii N Oi o Lii 2 F / VENTILATION AIR SCHEDULE NOTES ROOFTOP HVAG UNITS MECHANICAL LESEND 1/ I MARK AL l*T ""T ROOMS THAT ARE NOT SUPPLIED OR EXHAUSTED AND DO NOT HAVE CODE REQUIREMENTS FOR MINIMUM OUTSIDE OR EXHAUST AIR ARE NOT 5C,HEDULED. NUMBER *4- do 4-i', *4-' , 'OCCUPANT LOAD' INDICATES AVERAGE OCCUPANT DENSITY FOR PURPOSES OF VENTILATION AIR REQUIREMENT CALCULATIONS. Ea SUPPLY AIR DIFFUSER AFF ABOVE FINISH FLOOR * - EXHAUST AIR (NO OUTSIDE AIR REQUIRED) SYSTEM GIRLS LKR. FITNESS RM HEALTH RM AHU AIR HANDLING UNIT TYPE C.V. IN/ HEAT CONSTANT CONSTANT [57 RETURN AIR GRILLE B.D. BOTTOM OF DUCT ARCHITECTURE + INTERIORS+PLANNING i BHP • BRAKE HORSEPOWER , RECOVERY. VOLUME VOLUME [g] EXHAUST AIR GRILLE BTU BRITISH THERMAL UNITS GFM CUBIC FEET PER MINUTE VENTILATION AIR SCHEDULE - RTU-04-1 TOTAL CFM 3115 1200 1000 VI PERFORATED RETURN AIR PANEL CONN. CONNECTION z ECONOMIZER YE5 YES YES CONT. CONTINUATION o 1 I OR d-- -DIRECTIONAL AIR FLO1N C1N DOMESTIC COLD WATER * E 1---- MIN. 05A (CFM) 3115 405 * 300 * DB DRY BULB c) 0 O ■ co ,,, ‘.3 ROOM NUMBER AREA (SQ. FT.) OCCUPANT NUMBER OF NUMBER OF OUTSIDE AIR OUTSIDE AIR SUPPLY EXHAUST AIR Lu 0 EXTERNAL SP. ("H20) 15" I" I" .--- MANUAL VOLUME DAMPER DIA. DIAMETER iu p... 0, ti DIST. DISTRIBUTION tr AND NAME LOA FIXTURES OCCUPANTS REQUIREMENT k-EQUIRED (CFM) AIR (GFM) AIR (CFM) SYSTEMS z D < RPM 1845 1648 11q1 m SUPPLY AIR DUCT UP 4 DOWN EXH EXHAUST AIR o ,c D ;s (SQ. FTJP) (CFM/P) LL EDB - ENTERING DRY BULB TEMPERATURE ioo < WHEEL TYPE/ SIZE PLENUM/ 18.5" F.C. IOXIO F.C./ IOXIO a OR(CFM/FIXT) * 0 Lap RETURN AIR DUCT UP 4 DONN BNB ENTERING WET BULB TEMPERATURE w . _., MOTOR HP. 5.0 1/4 1/4 EAT - ENTERING WATER TEMPERATURE _ re 503/501 GIRLS LOCKER 860 0 0 0 50 0 1100 1000 RTU-04-1 POWER EXH FAN YES NO NO A , . EXHAUST OR OUTSIDE AIR FF FINISH FLOOR m o " a. a) 505 TOILET 125 0 3 0 50 0 0 500 RTU-04-1 DUCT UP 4 DOWN FIXT. FIXTURE FPM - FEET PER MINUTE z `1 .... c) c., cp ,... 506 SHOWERS 120 0 4 0 50 0 0 500 RTU-04-1 . FEET PER SECOND 0 " C•1 qt 508 OFFICE 225 200 2 20 40 200 200 RTU-04-1 TOTAL GFM z EXTERNAL SP. ("H20) 3q00 + Z 0 SUPPLY AIR DUCT UP 4 DONN FPS FT. FEET / FOOT ct) ..., to , t-: 2, co it, 501 CHANGING 60 300 I 15 15 15 0 RTU-04-1 1.0 0 RETURN AIR DUCT UP 4 DOWN GA. GAUGE 510 TOILET 60 0 I 0 50 0 0 100 RTU-04-1 < GPM • GALLONS PER MINUTE U- RPM 150q CI 0 EXHAUST OR OUTSIDE AIR H HEIGHT 0 z IL) 511 DANCE STORAGE 150 300 I 15 15 100 100 RTU-04- 7 i HP HORSEPOWER x 40 512 PE STORAGE 145 300 I 15 15 100 100 RTU-04-7 X WHEEL TYPE/ SIZE tu PLENUM/ 18.5" DUCT UP 4 DONN I.D. INSIDE DIAMETER ...1 co a c0 514 TEAM ROOM 260 100 3 0.05 13 200 300 RTU-04-1 MOTOR HP. 3 . N k. N..*'z VAV TERMINAL UNIT IN. INCHES -J " " 515 TEAM ROOM 260 100 3 0.05 13 200 300 RTU-04-1 L LENGTH cn co 516 TEAM ROOM 260 100 3 0.05 13 200 300 RTU-04-1 AI VVT TERMINAL UNIT LBS. POUNDS 511 GIRLS TOILET 140 0 2 0 50 0 100 200 RTU-04-1 MIN FILTER AREA (SO. FT.) 10.0 3.33 2.S LDB LEAVING DRY BULB 0 c° 518 OFFICE q0 300 1 15 15 100 100 RTU-04-1 FILTER TYPE 2"- 30% 2"- 30% 2"- 30% (E) EXISTING L1NB LEAVING 1NET BULB LINT - LEAVING HATER TEMPERATURE 5Iq STORAGE q0 300 1 15 15 100 100 RTU-04-1 & CONNECT TO EXISTING MAX. MAXIMUM 520 STORAGE q0 300 1 15 15 100 100 RTU-04-1 . MBH THOUSANDS OF BTUs PER HOUR kb GAS INPUT (MBH) 210 q0 60 Z CtAC.-4 THERMOSTAT OR TEMP. SENSOR MIN. - MINIMUM TOTAL 2135 10 11 Ibq 3115 3q00 < SO% SO% SO% Ap. SYSTEM DP SENSOR NC NOISE CRITERIA Lu N.C. NORMALLY CLOSED = STAGES (MIN.) 3 1 I N.I.M. NOT IN MECHANICAL LL1 0 NOTE NO. NUMBER 0 z c) z - ° z z I N.O. NORMALLY OPEN < ›- ai < ma. z VENTILATION AIR SCHFDULF - RTIJ-04-i3 TOTAL CL6. (TONS) b 3 3 O.A. OUTSIDE AIR 0 ACEL. 4) z EQUIPMENT DESIGNATOR P ---- PERSON 62.1 22.8 Iq.1 NT .0 0 0_ Li j z fr - SENSIBLE CL.G. (MBH) ...1 PSI - POUNDS PER SQUARE INCH 0 L.01cooi- D O ENT. EVAP AIR TEMP (DB/NB) 18.1/633 16.6/63.6 80.3/64.13 1I F BALL VALVE IT PRESSURE / TEMPERATURE 0 (nz Li)10j1.7c ROOM NUMBER AREA (SQ. FT.) OCCUPANT NUMBER OF NUMBER OF OUTSIDE AIR OUTSIDE AIR SUPPLY EXHAUST AIR 1/4) 1LL RA. RETURN AIR _J 0 AND NAME LOAD FIXTURES OCCUPANTS REQUIREMENT REQUIRED (CFM) AIR (CFM) AIR (CFM) SYSTEMS AMBIENT AIR (°F) q5 c15 q5 k GATE VALVE RECT. RECTANGULAR ,ThzL-). 16„.1 , . . (SQ. FTJP) (GFM/P) EER/ SEER 11.2 EER 13.0 SEER 13.0 SEER REO'D REQUIRED c.) 0 NI CHECK VALVE ) < If LCL j) c). >-- OR(CFM/F 1 XT) * 5.A. SUPPLY AIR re =.) c) c) N . < o .,,- (:)=. 0 ....1 ill FREE SENS. HEAT CAP. 60.1q MBH 01 . do BALANCING VALVE S.P. -- SQ. STATIC PRESSURE SQUARE LL c) z LL CD 522 FITNESS 1010 40 27 15 405 1200 1200 RTU-04-8 ILIKI ADD. COOLING EFFECT (%) TEMP. TEMPERATURE 0 u_ < b._ .. (n 0 co E 315% 4 THERMOMETER TYR. TYPICAL CO CL DZQ TOTAL 1010 0 Ti 405 1200 1200 1;( PURGE SECTION (TOTAL FLOIN) I% VAV VARIABLE AIR VOLUME 0 LocT) L,-.)18., < 9 w --*-- DIRECTION OF FLOW 11 WIDTH 0 EL< ai 1T-- I SYSTEM EER 11.1 INB NET BULB IR PUMP WPD HATER PRESSURE DROP Ce VENTILATION AIR SCHEDULE - RTU-04-q ' - DIAMETER DESIGN 1NEIGHT (LBS) 2000 150 150 1\4 STRAINER 161. 4,-, , SMOKE DETECTOR YES NO NO I? PRESSURE GUAGE -------- (E) EXISTING 0 () Q. . Co ROOM NUMBER AREA (SQ. FT.) OCCUPANT NUMBER OF NUMBER OF OUTSIDE AIR OUTSIDE AIR SUPPLY EXHAUST AIR ISOLATION CURB YE5 NO NO (D) DEMOLISH >0 amiV LO T PETE'S PLUG 0 •4•01P I AND NAME LOAD FIXTURES OCCUPANTS REQUIREMENT REQUIRED (CFM) AIR (CFM) AIR (CFM) SYSTEMS Cf) Tint; (50. FTJP) (GFM/P) BASIS OF DESIGN AAON RM- CARRIER 48HJ sitr.J.Kit - DOUBLE CHECK ASSEMBLY NEIN NORK e 0 . . 'It. OR(CFM/F I X T) * PRESSURE REDUCING VALVE HWS (1-11N5) HEATING WATER SUPPLY (1) maml r") R * BALANCE TO 10% OF AIRFLO11. USE CO2 CONTROL PER SPECS. III UNION CC fn .. to 524 HEALTH 110 40 20 15 300 SOO SOO RTU-04-q HWR (HR) HEATING WATER RETURN C r: 0 523 VESTIBULE 434 0 0 0.05 22 200 200 RTU-04-q A 2-WAY CONTROL VALVE mi 0 FIRE DAMPER Q ••••• 0 TOTAL 1204 1204 0 20 322 1000 1000 ELECTRIC REHEAT COILS g 3-1NAY CONTROL VALVE 3 ..... .c 0 ....a 0 L-I . MARK CAP 0 FIRE / SMOKE DAMPER; SEE NUMBER li'R4 4G- e SMOKE DETECTOR AV MANUAL AIR VENT; SEE SPECS 4 0 oat DRAWINGS FOR LOCATIONS BC U) SIZE (K1N) 2.0 KIN 1.0 KW 11- MOTORIZED DAMPER 0 c C DUCT SIZE 8"X8" 6"X6" a.. STEPS 2 2 CO 0 co ...0 ..... as ct) TM (I) = c e L? •... ea x F gcl- F. , ELECTRIC FAN COIL L. a -E 8; MARK -a t -p. NUMBER 0 (F ,) ism 0 AIR DISTRIBUTION DETAILS co cski ca cf) .„5- TYPE CABINET HTR CD uj 1:3) c) P CO ARRANGEMENT VERTICAL BOTTOM DUCT II -1 r-T 1 •Nom Emu 0 F-- se smeme c) ....._ 0 Cr) 0) i- AIRFLOW (CFM) 305 lull 1 _fl-i 1.1111111e 15° MAX. -4-15° MAX. SIZE (kW) 45 kIN MEW 10 I ., STEPS 1 TOP DUCT PI 'TURNING VANES IN ALL SQUARE ELLS AND TEES LINED DUCTWORK \ RECT. TO RECT. RECT. TO ROUND 1 I 0 PROire 114: Lr LENGTH X HEIGHT (IN) 33"x 25" DUCT CROSSING G 1 DESIGN WEIGHT 155 LBS IP= SPECIFICATION I REFERENCE TRANSITIONS *EZZZM 1 :: • /5"- VOLTAGE 211 V . .-- SA = SUPPLY DIFFUSER \ik LAGGED DUCTINORK _ I ' 7( ' r-/ ' 41 •-, GON 11111110 A i RA = MATCHED RETURN 4- BASIS OF DESIGN: TRANE FFBB060 i On 1/1.r.,r, Agib43 44, EXH = EXH GRILLE fyi, SA ARROWS INDICATE * SET THERMOSTAT TO MAINTAIN ROOM TEMPERATURE AT 10° F 15°<A10° A ____771f200 CFM DIRECTION OF AIR FLOIN 1.;. <_I5° SMOOTH RADIUS EL1301N, 1^1/0 VANES MITERED ELBOW NECK SIZE CEILING DIFFUSER/GRILLE , BALANCED AIRFLOIN, +7 EXPIRES: 31DEC06 ELBOWS SIDEINALL DIFFUSER/GRILLE _L.. FLEX DUCT - MAX 48" * ..,..„..Consulting Engineers BRANCH DUCT F I 2007 S.E. Ash St. i AL..Portland, OR 97214 +ROUND OR RECTANGULAR MAI+ ALL I SPIN-IN FITTING INHERE (503) 234-0548 5:a ROUND 5A/RA DUCT ri APPLICABLE. GENFLEX TRANSITION FROM I SM-IDEL (INITH DAMPER INC.FAX: 234-0677 MAIN TO ROUND . AND 45° EXTRACTOR) 1" (MIN. CROSS-SECTIONAL LICT APPROVED EQUAL. ■•..,.. _ , AREA TO MATCH ROUND). ROUND DUCT IN/ CONICAL FITTING MANUAL VOLUME MANUAL VOLUME DAMPER \ DAMPER ROUND DUCT TRANSITON IN/ SPIN-IN FITTING OFF TOP OF MAIN DUCT 0 ROUND DUCT TEE AIR TERMINALS 6, RECTANGULAR MAIN • , 't! 0 c., • 0. c x . O key plan c'S • a: phase 4 CONSTRUCTION 1 a. 1 DOCUMENTS 2 I date 03.01.06 1 0 revisions = •0 0 at In 0 C•I 0 / 0 ••, X 2 c‘ :. 1, ■ 2 project# I 02054 < z c MECHANICAL .,) 0 . SCHEDULES C74 .■ C 0 0 ..q M6 • 2 0 c.▪1 6; 0 tz 2 P „ , hi ARCHITECTURE + INTERIORS+PLANNING co 0 0 N V ti W rn ts W ii Z o c., Z. CO ti V N N 0 gk N I- O co- V I– Z to CS = o) `a' co J < CD N J M ', C: U) 0 ch ;.: / I w _ z - ° z i li L- M � i=1Ow : 11� N ►; 1 _ DI1\10 NOTES '� °Qwz : Q � al i GAP (E) WASTE LINE _ �/ _ z m Q -1 TO DRINKING FOUNTAIN ! 1/2 TEMP. — A�--REMOVE PIPING !N CHASES AS NECESSARY FOR NEW FIXTURES o o ( v.) q D i 1 AND REMOVE BEYOND ,, z i= w o HW TO REM N {_______ 1 __.___.___._. v m 4 z z - _ .__-- -----..---.____-- a�-++�+- O-SHOWER DRAIN TO BE REMOVED. REMOVE WASTE UP TO POINT OF NEW RD (7) 0 < o ' } CONNECTION, SEE 2/P2.2I < o °. Q Q O-(E) WATER CLOSET. REMOVE FIXTURE, CAP WASTE 4 VENT BELOW FLOOR Ce 1- z < p __w�1 I I (E) FD TO ._.._ _ wo °z° o i REMOVE WATER LINE (TYP. OF b) o ,� z w ° 1 (E) 4 W REMAIN t �,,o 0o - - - - - — - - - Ji - - - - - - - �____� - - - - - Q D�--(E) SHOWER ASSOCIATED PIPING TO SE REMOVED (TYP. OF Iq) E m° ' >- ("--- -; ..........n i `, I i = w oQC� i* _ __ _ 1 ' 1 1 E -(E) SINK/LAV TO BE REMOVED. GAP WASTE BELOW FLOOR, REMOVE O w o v °o z - 1 t � li - - - VENT HATER 0 x .. _ - �wrn�- [Ltn i 'I w = 1J---- I I I -' 1 I _ _ I i ®-REMOVE CONNECTION TO HINR LINE II:t r . I I if L. �'.1 L.1 '' .I- L.� r H --- t : ■..- �� ( I I I O—GAP (E) 3” W BELOW FLOOR. REMOVE (E) FLOOR DRAIN (TYP OF 3) U. �� © 1 ----- ,, 8 . 11 c) 1 .,—.- - -- I I I•-i - TO REMOVED O I;III A (E) SHOINER MIXING VALVE OBE �, i 1 1 L- - - - -- - - - - - - - - - - - - - R @—NOTUSEc _ } I I-� FROM H W R HALLS I ._..- --_-..__. --�';� '�_ _--. .___ ;__.._ .....__....-. __...----.----.---------.._.. t_;�- -_-- - ---.--_-_-- , .. __---- ----_-: —REMOVE ALL WATER 4 VENT LINES F O S O E LS • L r - t o - I t'' 11 i 11 ,- `, -� ®-(E) DRINKING FOUNTAIN TO BE REMOVED. GAP WASTE BELOW FLOOR I I __ 1 1 r l 1 . / � �' 1 1 I 1 I i L 1_ ��_� I v r REMOVE WATER s# VENT •••� :z. 61(E) 2 CI W :# 1-1/2 HW 11 I I 4�'= t_1 === ' '� MC REMOVE BEYOND_ u E `" i I L I I Q-(E)(E) ROOF DRAIN ASSOCIATED PIPING TO REMAIN (E) 2" CW, 1/2" HW FOR REPLACEMENT I O ® I I I II a ■ 0 -d- ®—(E) DRINKING FOUNTAIN, WASTE 4 VENT PIPING TO REMAIN AS-IS. REMOVE GIN p i/2 HWR IN � AP (E) W �„� � � CRAWL SPACE PIPING FOR NEW CONNECTION. REMOVE (E) FIRE HOSE CABINET Cs, .11 REMDVE CE) W I�'!— D (E) FD BEYOND+lid' 4.1.+.....V.........H1 Ii 1 Al. / o6 111 11 I- Cf) u 17-4_—.....0 Eit{- }.® 1 I ' i ! 1 I u 1 IN 1111111•11111 K ft --rf 11--111 - (10 0__-41 I , ■�. ' O) NJ`--I II I - L ._co to =- Co .D +M ce Lc? E.-t— le-1 '1 1......:.9,.._ iL ...i ?-I L- 1 I i CU CNI 1 I I 1 X as- I -REMOVE (E) FLOOR DRAINS �■■ • Q I I r-- GAP WASTE BELOW FLOOR (TYPICAL) ID Q c/ 1---I N cn 1 1 O CO ...------- 111111.11 (44) Hs CS) 1-52) -) cc,�,I N4+`.CQ0 V •- ' 178:. "23 - // TRUE PROJECT •- ,=" NORTH NORTH <_ 1 �� /��\ APOO t,�y Z5,ASpg�(V v,,,, MAIN FLUOR PLUMBING DEMO PLAN c , ash �. w. P1.21 SCALE: 1/8" = i,_O� 1 mi ir`, EXPIRES: 31 DECD6 Consulting Engineers 2007 S.E. Ash St. A Portland, OR 97214 (503) 234-0548 INC.FAX: 234-0677 cz"-I p 4. 00 iiell moil , k e y p l a n 11111111111111111111111111111111111111111111R phase 4 CONSTRUCTION I DOCUMENTS date 1 03.01.08 revisions I I I project# 1 02054 MAIN FLOOR PLUMBING . DEMO PLANS PII a 211 -, /,,. I-1/2" HINT ARCHITECTURE+ INTERIORS+PLANNING fil 1 i 1-1/2" GW -I I-1/2" HH 'T\ r o 0 to cv v _ aC o o fi-.H---- WI IT__I �- *� H MAT'L: I b CAA. W - - - - - - - - - - - - - - - - - - - - - STEEL STAINLESS N- 4t GIRLS .� a - - LOCKER ROO - - rn 1-1/2" VTR _ 507 Z .`� °o ti (E) 4" H , �. @(TYP. F ' ft GAES , v .. ' 0 3))-- — -------- [-------. - --- ----7 SCALE: I" 7 °' ch v Cs zo 505 �>•r.,��lPig CORRIDOR J TOILETS *"V", Lv-1 (TYP. OF 3) y HIGH FLOW VALVE a,, t� o 501 505 - - {E) FD, P o = co - - /EST. LOIN FLOW VALVE a CO - - - - - - - - - - - - - - - - Q BOTTOM ANCHOR N - Oz !� ; ' DUAL STAGE UNIT SIZED FOR 30 GPM -a WC `y -2 I. 0 20 PSI MAX. DROP. LOIN FLOW VALVE lk _1iJ!iIo(TY •25 VEEP ATTACH SECURITY CHASE u' o WC-1 HOLE AT TO BOTTOM 4 TOP ANCHOR IN/ 0 w - -. ___.._____ (TYP. OF 2) MIN. FLOH SHALL BE OS GPM. LEONARD STAINLESS 'STEEL VANDAL r 22 TM-15b SERIES OR EQUAL LAWLER, DANG TR ,_il� �s� " Ol 3) w© OF)=1GE GHA �� 508 POWERS OR ARMSTRONG O t Q/HEFT METAL SCREWS // STORAGE r 50a] i _-3 — 51 I FD-1 n i�'r...r■'„�'OILET`• ,______________.„._, 0 - 5N-1 w � Ir TO SEi4 W, mill FD-1 5 MASTER SHOWER M VALVE ANCHORS TO INALL IN/ - - - _ � ,:, •►� _ - - - - - - - - P2.2� SCALE: DETAIL -1 ,-. ., A R MASONRY INSERTS 0 IS" O/C �� WC-2 I w IIIIIDIS, ./lO 2 < Uz o° z - .. z N V A V MATERIAL: IS GA. STAINLESS STEEL z z °' `� � ~ � awQ 2' VTR --.....tae._.-_.__ . 2" VTR SIZE TO MATCH SHOWER ENCLOSURE • wow o ^� 51-4-3 w 45 5H-2 (TYP. OF 2) ; OFFICE '� oQmo � STORAGE TEAM RM. 51a HIN/GIN PIPING ENCLOSURE DETAIL 0 v2 z �, m Q 514 512 P2,21 SCALE: DETAIL z �- w Q °ix.— NEW CEILING t m z z I I i SOFTBALL - - -: , _ _ _ o Q o two GORR. - STORAGE - - - - - lit- - - - - - - - - ` z cn ° 1CQQ TEAM RM. - 51q ? W � ° � oac. 513 515 SURFACE MOUNT PIPING o v w < o0 I 1 ...11jj L E >- v--) i GIRLS ' -TOILET R11 Wt.-1 t ,51� , - 1 r , � awa� � � c�FD-1 TAM RM 304 S.S. ENCLOSURE w o v o z sm„ ' [ _ E � , STORAGE O Ce � c LV-1 516 FOR SURFACE -..._ _._.___ __----__-__ _ _ __ 520 MOUNT PIPING 2" VTR WC-2 1.---' 0" ' 16 4 MINIM 1 I I 2, O n tli CJ T TRUE PROJECT O -�NEW 1-1/2" IN TO (E) SEE _ FOR DETAIL 4 W NORTH NORTH MAIN FLOOR WASTE & VENT PLUMBING PLAN-PHYSICAL ED. r ilk 0 .c' c.v.; alk P2.21 SCALE: 1/8" = 1'-O" NW ` -"--SURFACE MOUNT SHOWER UNIT .�t � � tip "-� CI � , RC arm CO 6— a1 ;';; 0 4 SHOWER ENCLOSURE -- a.. P2.21 SCALE: DETAIL 0 td‘i CO NC - PLUMBING CONNECTION SCHEDULE 1.6 MARK FIXTURE IN V CA HIN REMARKS (i) 0 as (N 0 INC-1 WATER CLOSET 4" 2" I" FLOOR MOUNT, FLUSH VALVE anC PI Q INC-2 YVATER CLOSET 4" 2" I" FLOOR MOUNT, FLUSH VALVE, ADA 01 I� ce L9 / 5H-1 SHOVER-SINGLE 3" 2" 1/2" I/2" STUDENT, ADA, SEE 4/P2.2 I •�" . g N U) N p') SH-2 SHOHER 3 2" 1/2" 1/2" STUDENT, SEE 4/F'2.21 • = SH-3 SHOYNER 3" 2" 1/2" 1/2" COACHES SHOWER 'V "V LV-1 LAVATORY I-1/2" I-I/2" 1/2" 1/2" RECTANGULAR WALL MOUNT, STUDENT �" i'- 0 ,� PLAN NOTES o CD LV-2 LAVATORY I-1/2" 1-1/2" 1/2" 1/2" RECTANGULAR /NALL MOUNT, STAFF C CO ,/ AO-MASTER SHOWER MIXING VALVE, SEE 4/P2.2I J -TRANSITION BELOH STRUCTURE, PROVIDE PVC JACKET PROTECTION CO a) H5-I HOSE BIBS 3/4" NON-FREEZE ■m p to BO-3I4" GIN, 1/2" HW DN IN HALL TO BELOH FLOOR ® Ii/4hl GH, 1/2" HH DN TO BELOH FLOOR FD-I FLOOR DRAIN 2" 1-1/2" J.R. SMITH 2005A (ROUND), NV PRIMED TRAP I".' C.) I- -I-, @-I/2" GW/HH FROM BELOH UP IN NEW CMU WALL TO STOP 0-NOT USED 0-NOT USED V.L. - VENTED LINE - 0 2" W UP TO ROUGH-IN, 1-1/2" V UP TO ABOVE CEILING .� CONNECT TO I-I/2" VENT HEADER 0-PIPING BELOW FLOOR �P --(E) PRIMERS TO SE RECONNECTED P � 2!= o ��(�� NSF 2 OD -HIN/GW INTO CHASE BELOW DUCTS. INSULATE 4 0- 2" W TO (E) 4" W 0-PIPING UP IN (E) CMU CHASE OR NEIN CMU � �' �-4 f Q- PROVIDE PVC JACKET PROTECTION " WALL, GOORD. 1N! OTHER TRADES ■ 178 �'®_rGl'4DNIN (E) GHASEBEHINP (E) GMU WALL TO NEW @12: W TO (E) 2 W " iZ - I-1/2" CW, 1/2 HH PLUMB ING L E G S �!D o�EC l--;:.- ROUGH-IN LOCATION. 2 V UP IN CHASE TO ABOVE O d` CEILING CONNECT TO 2" VENT HEADER 0.-Q4 3 W TO (E) 4 IN J, �� 0-NEIN 1/2" GW DN FOR E DRINKING FOUNTAIN _ _ ��'0 F - ( ) f21 \.Q 0 �NEW 11/2 TEMPERED HW TO (E) LINE AFF ABOVE FINISHED FLOOR (GY�U GOLD WATER W. M N r / ARCH ARCHITECTURAL EXPIRES: 31 DEC06 ' B.G. BELOW GRADE - - (HIV) HOT HATER I BTU BRITISH THERMAL UNIT cn -- (--- CAP. CAPACITY - - - (HWI?,) HOT WATER REG 1 RG \�, _ J - I I 1 I � G.I. CAST IRON Consulting Engineers COMP. COMPARTMENT HWT (HINT) HOT HATER TEMPERED 200 S.E. Ash St. - - - - - - - - - - CONT. CONTINUATION Portland, OR 97214 L _ I GU. CUBIC �-- -- --- (Y) BELOW GRADE `�', (503) 234-0548 0 o' .RRIDOR - INC.FAX: 234-0677 LOCKER 171 DEIONIZED WATER) H 501 a(TYP. OF 3) - ( ABOVE GRADE HASTE "4- 1507 I ELEV. DIAMETER ON GAGES =,.�,.Z.,=.,_.. V V (V) VENT 13,3 EI" ELECTRIC WATER COOLER O 503 � � Ln LV-1 (TYP. OF 3) FD FLOOR DRAIN RD (RD) RAIN DRAIN O Iii I/21 " HIN - FDG FIRE DEPARTMENT CONNECTION / _ 0 T (L'`��T�W F.F. FINISH FLOOR _ _ RELOCATE - - - - - 11 - - - - - - - - - - - FLG. :LAAsH6E -� 502 1 . 05 . (D) DEMOLISH, (I� �) ■ © �� I�,....-..�.-, FT OOT lFEET -------- ________._-_____.___._. _� UJC-2 p' G (E) EXISTING 0 DANCE ,. DO (TYP. OF 2 G GAUGE NEW WORK GALV• GALVANIZED / a- STORAG: =':��r`� - ANGE GPM / S1 i _ �■ Q( . OF 3) 50q _ GALLONS PER MINUTE G•V• GATE VALVE 0 " - © . .......,,,... HP H gSEPOV4ER R PRE55URE/TEMP RELIEF VALVE k e I a n N (E) 2" GW I� = _ I-I/2 HY�tT/GY�I � Y P= E I-I HW © - 3!4" HWT 1011 LY-2 _ HR. HUR 11 I BUTTERFLY VALVE IIIIIIMMIIIIIMIIIMIIIIIMNIIII '�- O /�2" 1-1/2" HW -_l ! i-1/2" W U, OFFICE I.E. INVERT ELEVATION / (E) 3/4" HWR ��•�• kW KILOY�IATT / 2" GW r i 111;..w= _ _.,. ��.= ..:_ I! ` _ _ ( 508 LAV LAVATORY D:51 GAS PRESSURE REGULATING VALVE phase 4 CONSTRUCTION ""'"'� C� i L85 POUNDS OR-0- TOP CONNECTION . . AM W - - .u,,� �-- am ..sows MAX. DOCUMENTS MAXIMUM ;- -_-_ _ -6.1'4 ■1II : :- :;; ;l! .v4 MBH THOUSANDS OF BTUs PER HOUR. MINIMUM BOTTOM CONNECTION date 03.Q G+DNNEGT I/2" HHR Z TO (E) 1/2" HYdR O� I-I/2" HW 51-1-1 5N-2 TEAM RM. OFFICE _ M.J. MECHANICAL JOINT e+--+o W F.E. (N�'• OF 2) 518 N.I.M. NOT IN MECHANICAL 0'-0 PIPE TURNED UP, PIPE TURNED DOWN• ' L / _r,I CONNECT 2" CH AND I-1/2" STORAGE 514 OUTSIDE STEM 4 YOKE revisions ile 3!4" HW Y GATE VALVE NH TO (E) CH AND HH 512 PROT. PROTECTION - i UP IN E STRUCTURE PRV PRESSURE REDUC f NG VALVE PO FU SIZE BALANCING 3/4" HIN " SOFTBALL PSI, PSIG POUNDS PER SQUARE INCH --11)F- BALL VALVE 0 - • - SET FOR 0.5 GPM STORAGE P/T PRESSURE / TEMPERATURE -6-GORR. 2 GW TEAM RM. 51q _ REQ'D REQUIRED BALANCING VALVE N 513 f/2 HHR 5f5 RPBP REDUCED PRESSURE BAGKFLOIN PREVENTER 0 RPM REVOLUTIONS PER MINUTE �.H- CHECK VALVE I � t I TYP. TYPICAL GIRLS ; ��, I N x'41 LET R WC-1 -.�{�- UN O 0 1'51, - UR URINAL FD-1 VTR VENT THROUGH ROOF TEAM RM. DOUBLE CHECK ASSEMBLY W i LV 1 ' 516 STORAGE C WATER CLOSET . I— r ,4 _ - 520 project# 02054 uJC-2 1pIIiv- i�� •••� ��- �-; , EQUIPMENT MARK NUMBER S CONNECT TO EXISTING ...� TEE ii-i T TRUE PROJECT xxx FIXTURE MARK i CAP L ELBOW MAIN FLOOR PLUMBING � NORTH NORTH PLANS OA � (E) EXISTING « NOTE 40 CLEANDUT a 2 MAIN FLOOR DOMESTIC PLUMBING PLAN-PHYSICAL ED. 0 P2.2 1 SCALE: I/8" = 1'-O" Vi M.,. r P2 • 2 1 11.i I= I ARCHITECTURE+ INTERIORS+PLANNING `r c. o Va N V W °' o O o W a PLUMBING CONNECTION SCHEDULE W N a° MARK FIXTURE IN V GW HA REMARKS WC-2 WATER CLOSET 4" 2" I" - FLOOR MOUNT, FLUSH VALVE, ADA z .y ° ti LV-I LAVATORY I-1/2" I-1/2" 1/2" 1/2" RECTANGULAR WALL MOUNT, STUDENT 0 0a CV N c te l'e CO so FD-1 FLOOR DRAIN 2" I-1/2" - - J.R. SMITH 2005A (ROUND), NV PRIMED TRAP Z c;, DIN-I DISHWASHER - - - 1/2" o : z o V.L. - VENTED LINE E : J < m N J N DOMESTIC HOT WATER HEAT GABLE: "' Self-regulating tracing cable with braided tin copper outer jacket and all necessary accessories including o °; w pipe straps, power termination kit, end seal caps, thermostats, etc. Raychem HWAT, Thermon HSX-BG, ____ _____-) i or approved substitute. Provide with Paragon EC-11, 1-day programmable electronic time clock to start and stop the heat cable. INSTALLATION: A. Selection: Select cable to maintain water temperature indicated based upon pipe size, specified . insulation thickness and manufacturer's recommendations. 0 B. Installation: Install in accordance with the manufacturer's installation instructions using the components supplied by the manufacturer. Run the heater linearly along the pipe's lower v z o 0 quadrants after piping has been pressure tested and before the insulation has been installed. z - z ELECT. CLASSROOM F GE2 TRANSITIONS G. Secure cable to piping with cable ties or fiber glass tape. w _z Imo- z °' < C 406 405 402 415 'i D. Electrical: Connect to nearest available power source indicated on the Electrical Drawings. CD ° > w c w Q Verify electrical characteristics required. ma a cti=Q W° c E. Tests: After installation and before and after installing the thermal insulation, subject the heat m o w �- cable to testing using a 1000 VDG megger. Insulation resistance should be between 20 and 1000 o o J m megohms regardless of length. E z I- w Q o _ , vm zz �,,...� cr o o Q o .Q � wO ..� i o () °�, Q Q Eef.---- z o cl:, Oi^FIGE ' o � O`L� co OFFICE I--- F- � 0C> >-- 404 403 c.� — u) D z <t C 4 = w0000 i (E) b" WASTE; _ ° X°._0 I APPROX LOCATION 0 I- °- w rn I- °- In Ce (/----- {" GIN DN IN MALL TO 1/21 HW DN IN WALL SERVE INC-2 4 LV-1 �r t O O 1 I p (%) 1/2" GWTO �► FI~I I � C) �� ' r---� L O G:E O c=i 401 /� J �- \IV 2" - DLtJ-1 (�a I GW I►N IN WALL i int (__ - - - f�—NEW4" TO (E) b" W;- 'E� °o o� � � �� .��- - .� "'-C � / I NV 0 APPROX 5.82'-12.5' •••••1 �, ��■�� BELOW FINISH FLOOR M CONNECT NEW 1/2" HW FROM (E) 1/2" HW LINE k , FD-l Q TO NEW DISHWASHER; ROUTE WASTE FROM • 1 . t 0 cip- - LS DIN TO (E) SINK TAILPIECE , - WC-2 SAW-CUT (E) GONG SLAB ' maC L (E) SINK TO REMAIN FOR NEW 4" HASTE LINE; (E) 1/2" GW/HW 4 I-1/2" V cL •-.. 0 c PATCH AND REPAIR INFEN Ng% ;2f1 1/2 k 1 DN ON WA TO REMAIN• .�PROVIDE NEW IS GA. 5.5. INSTALLATION 15 GOMP_ETE cat) CL AUTO SHOP CHASE COVER AROUND PILING 0 oat i XXX ! 0 CO , i `' RE U) .) V ._ - , _ . (E) 1/2" HW IN TRUSS SPACE TO �� i (/) 0 co REMAIN; REMOVE INSULATION REMOVE (E) I" GIN AND .� FOR INSTALLATION OF NEW REPLACE WITH NEW �i co -p tt) HEAT TRACE GABLE; RE-INSULATE; I-I/4" GIN LINE u? 1 , E N M , ins i cz-10 c; ce ! j- IV Ls.- % - tai o CV co _ , ] CD uj CY) c) R co aco t 5," i---- , NEW I-I/4" GIN TO (E) I-1/2" GIN IN TRUSS __-- _ ___1__. - -___ ____ _ __-_._-.____ - -.----z.- - -__ l -_.-- SPACE . ; (E) 3/4" IAN ---\ '�' 17884 (E) 30 GAL ELEC HATER HEATER ON MEZZANINE } v- ` bRfOt ___I `L-►- f Z 0 44-�C�✓G�Y A w.25, r _ —(E) 1-1/2" CW DN EXPIRES: 1 0 1 m Consulting Engineers 2007 S.E. Ash St. -.4 Portland, OR 97214 -A TRUE PROJECT PHN: (503) 234-0548 NORTH NORTH FAX: (503) 234-0677 INC.WWW.MFIA-ENG.COM CAIN FLOOR PLUMBING PLAN— E2 0 0 " SCALE: I/8" = l'-O" A*) 1 WI CD UEI k e y nig. p l a n phase 4 CONSTRUCTION DOCUMENTS date 03.01.06 revisions project# 1 02054 CE-2 MAIN FLOOR PLUMBING PLAN P2 . 22 / j; kJ 1 / ARCHITECTURE + INTERIORS+PLANNING (0 ° E N V ti • W o, ts o % W •Z W ir, (E) FIRE SPRINKLER SYSTEM IN THIS AREA TO BE J '" z REMOVED FOR INSTALLATION OF NEIN SYSTEM AREA TO BE PROTECTED BY (E) FIRE SYSTEM #2 0 a z m X cD U) • J < co N J y N 1 _ M LO i .�,� 0 CO d.: I ORR'DOR ■......... L.GP. - #O EO 1 w lamm...,..... el W A 5 ,I4 i oz . 0 `05 g i� z O z il / .10.21........ ■ W > L }- I. Wrir 1 0 _ v I- • ■ ct"CI L.L_,H- E5 A ; �� i , �� (/7 z CD Q 502 . �� , O O W Q to...... ; ., i . Ai ' OF `Lzz 04) tt, c,-- L,s,mfr.,. ■ ....., ce ," Z(,) O D,...) . 1 D '5 OR Vrogri 1 ��'' ' OIL, �8 o � � Q � O I , ,___0 ,i- rte - 0 �� ■ lippor - - — C: — (n D z <C... .._ A = wpOQO a E 1-- W o o ,z z [ Air Aodym.4.14.11-r-1010 1010 10-:10 = rYX 1010 _ CSC 5 T�•A 4jjriiprM " Alpiiikl IFF4 CD Cui) CO CD � �2r—..ice 1r 0 -�—+ r 7 O_ 4jU1iUAd'I4W 0 Air E Ar AA: , = I 0 Asell ....... 0 ...a 1 Air ca ois L ,� A I AM a Cl) __�. ._ 11\II NC In 0 _ ..11... (/) 0 s GORR. ■— % a) .�.� 21 �: CO LO NIC CD tn = Cr LcI) (E) FIRE SPRINKLER SYSTEM IN THIS AREA W 1 = r..... TO BE MODIFIED FOR NEIN CEILING 1'"" C '� I o ES�. CO N t� � ROM D) W �CO CD " 2 IN nom C� F.,. V F-- P IV I.�► -_. � \ . ......... ... .;--.0,.. rir.....,-,....-....-,....,,,II.IIo.,....,...a.w.,. ..........,Illii,N.,....iwh,.......,.ae ilibi 1 0 ;:j 1 (E) FIRE SPRNKLER SYSTEM iN THIS AREA 2� M��,� SPRINKLER HEADS FOR INSTALLATION W MODIFY (E) FIRE SPRINKLER PiPINC� OF NEW LAY-IN TILE CEILING EXPIRES: 31 DEC06 IN TH15 AREA A5 NEEDED FOR INSTALLATION OF NEW RTU'S 4 DUCTWORK . ' AL I RO' Consulting Engineers LIZ 1p /24A � 1\ All Oil 2007 S.E. all914 Portland, . (5AO3) 234 0548 .... INC.FAX: 234-0677 o 0 : 4., 00 ,.",...".. ,11 A AJI adril • i 0 IIPI 4110 TRUE PROJECT NORTH NORTH OA k e y p l a n I MAIN FLOOR FIRE PROTECTION PLAN-PE LOCKER ROOM Alk P4.21 SCALE: 1/8" - ►'-O' kw/ `_ IF phase 4 CONSTRUCTION DOCUMENTS date 03.01.06 revisions project# 1 02054 MAIN FLOOR FIRE PROTECTION PLANS P4121 sf r --N i / F ' LHGIRIGAL SYMC) L L / ,, LIGHTING SYMBOLS POWER SYMBOLS SIGNAL SYMBOLS ABBREVIATIONS ARCHITECTURE + INTERIORS+PLANNING IIMI FLUORESCENT LIGHT FIXTURE, RECESSED tb RECEPTACLE, DUPLEX +18" A.F.F. 7 DATA/TELEPHONE OUTLET, +18" A.F.F. 'A' LIGHT FIXTURE TYPE (SEE FIXTURE LIST) I :xi I FLUORESCENT LIGHT FIXTURE, RECESSED - EMERGENCY * RECEPTACLE, QUAD +18" A.F.F. $ DATA TELEPHONE OUTLET, ABOVE COUNTER MOUNTED A.F.F. ABOVE FINISHED FLOOR ill FLUORESCENT LIGHT FIXTURE, RECESSED - WALL WASHER * RECEPTACLE, DUPLEX, ABOVE COUNTER O CLOCK C CONDUIT I: to c., v 0 FLUORESCENT LIGHT FIXTURE, SURFACE MOUNT RECEPTACLE, QUAD, ABOVE COUNTER O P.A. SPEAKER, RECESSED CEILING MOUNT CATV CABLE TELEVISION W cr, tt • FLUORESCENT LIGHT FIXTURE, SURFACE MOUNT - EMERGENCY CI FLUSH FLOOR BOX WITH DEVICES PER PLANS U P.A. SPEAKER, HORN, WALL MOUNT C.T. CURRENT TRANSFORMER Y ° "t° W Z 11.----011 FLUORESCENT LIGHT FIXTURE, STRIP ® RECEPTACLE, SPECIAL (COORDINATE WITH EQUIPMENT SERVED) @ VOLUME CONTROL, +48" A.F.F. E.L.C. EXTERIOR LIGHTING CONTROL W . J I----M FLUORESCENT LIGHT FIXTURE, STRIP - EMERGENCY ® POWER/COMMUNICATIONS POLE V INTERCOM STATION, +48" (E) EXISTING y o •N a D DOWNLIGHT FIXTURE, RECESSED PLUGMOLD RACEWAY ♦ INTERCOM STATION, +18" A.F.F. FACP FIRE ALARM CONTROL PANEL o LENGTH & OUTLET CENTERS AS INDICATED ON PLAN s z ° N 0" DOWNLIGHT FIXTURE, RECESSED, WALLWASHER FO INTERCOM SPEAKER, RECESSED, WALL MOUNTED G.F.I. GROUND FAULT INTERRUPTER 0 a� ■ DOWNLIGHT FIXTURE, RECESSED - EMERGENCY ® MAGNETIC MOTOR STARTER ® CAN OUTLET GND GROUND o, p c J . O 44.:, .. FLUORESCENT LIGHT FIXTURE, WALL MOUNT 4 JUNCTION BOX H.I.D. HIGH INTENSITY DISCHARGE 0 v Z 0 LIGHT FIXTURE, CEILING MOUNT D DISCONNECT, NON--FUSED HP HORSEPOWER a `s' 0' DISCONNECT, FUSED FIRE ALARM SYM B O L S MCB MAIN CIRCUIT BREAKER -� N 10 LIGHT FIXTURE, WALL MOUNT F. � O EXIT SIGN, UNIVERSAL MOUNT, SINGLE FACE ® ELECTRICAL CONNECTION © FIRE ALARM MANUAL PULL STATION, +48" A.F.F. MLO MAIN LUGS ONLY = °' "' O LIGHT FIXTURE, RECESSED, WALL MOUNT Fso FIRE/SMOKE DAMPER CONNECTION © MAGNETIC DOOR HOLDER (N) NEW j *0 POLE MOUNTED FIXTURE OR BOLLARD LIGHT 'O' ELECTRICAL CONNECTION, SINGLE MOTOR 0'- SMOKE DETECTOR, DUCT, PHOTOELECTRIC TYPE W/SAMPLING TUBE P POLE �- FLOODLIGHT '®' ELECTRICAL CONNECTION, MULTI—MOTOR ® SMOKE DETECTOR, PHOTOELECTRIC TYPE P.A. PUBLIC ADDRESS ' ELECTRICAL DISTRIBUTION PANEL, RECESSED ® HEAT DETECTOR, RATE-OF-RISE OR FIXED TEMP. PH PHASE SWITCH SYMBOLS — ELECTRICAL DISTRIBUTION PANEL, SURFACE 0 FIRE MAIN FLOW DETECTION SWITCH (R) RELOCATED L..1 z O 0 $ SWITCH, SPST +48" A.F.F. = MISCELLANEOUS PANEL, RECESSED 0 FIRE MAIN TAMPER DETECTION SWITCH T.R. TAMPER RESISTANT maw z z °' Q w � L r $2 SWITCH, DPST +48" A.F.F. t� MISCELLANEOUS PANEL, SURFACE .F(�4 FIRE ALARM HORN U.G. UNDERGROUND o f= o 1.-1 o $3 SWITCH, 3-WAY +48" A.F.F. >• FIRE ALARM HORN/STROBE, +80" A.F.F. OR 6" BELOW CEILING U.O.N. UNLESS OTHERWISE NOTED L z c:00 -- D m Q 1115 O O O cn cn E $4 SWITCH, 4-WAY +48" A.F.F. 2A-9 WIRING SYMBOLS F FIRE ALARM STROBE, +80" A.F.F. OR 6" BELOW CEILING W WIRE z z w Q o z � Um Q D Q D UO O $0 SWITCH, DIMMER +48" A.F.F. PANEL & CIRCUIT NUMBER W.G. WIRE GUARD #10 1( )- w o o >= $p SWITCH, SPST, W/PILOT LIGHT +48" A.F.F. HOMERUN TO PANEL ON E— LINE IAGRAM S YM B 0 LS W.P. WEATHERPROOF P 0o o o PANEL ,y mO $K SWITCH, KEY OPERATED +48" A.F.F. CONDUCTOR SIZE (IF OTHER THAN #12) 'A' ELECTRICAL DISTRIBUTION PANELBOARD (MLO) 0 U,u_. Q u a- $K3 SWITCH, 3-WAY, KEY-OPERATED +48" A.F.F. PHASE CONDUCTOR NOTATIONS c.> w o o O = 0Q $K4 SWITCH, 4-WAY, KEY-OPERATED +48" A.F.F. NEUTRAL CONDUCTOR DRAWING NOTE O z� E w xaiI_ � (D I) $a AUTOMATIC CONTROL SWITCH, SP, +48" A.F.F. GROUND CONDUCTOR PANG. f"ELECTRICAL DISTRIBUTION PANELBOARD (MCB) Ark ce 'A' / $cs3 AUTOMATIC CONTROL SWITCH, 3-WAY, +48" A.F.F. CONCEALED CONDUIT SUB-FEED CIRCUIT BREAKER NW DETAIL REFERENCE: TOP=DETAIL NO., BOTTOM=SHEET NO. we.,....-%\y-- ©x OCCUPANCY SENSOR, TYPE AS NOTED, SEE SPECIFICATIONS / C.) 0 o /1-1/4"C EQUIPMENT NO. SEE EQUIPMENT SCHEDULE > je .1= .41. i"'Ns__CONDUIT SIZE 0 ( t� CONDUIT (UNDER SLAB OR FLOOR) (1) mai M as tin ...... 1.0 ...0 •r: 0 w- arn •— 0 ( s ....ic 0 oat 0 o Ci) v = - Cl) O I ._ c� ...= 0, en in . . D) C1) ce u? FIXTURE •�LIGHTING FIXTURE LIST LIGHTING LIST 03 CV TYPE LAMP MANUFACTURER CATALOG NUMBER DESCRIPTION OPTIONS TYPE LAMP MANUFACTURER CATALOG NUMBER DESCRIPTION OPTIONS CO ;3; 'G' TYPE . 'A' NOT USED TYPE : Z3 ►� G NOT USED E MOUNTING : MOUNTING : 0 HOUSING : HOUSING : CIS N CO u) -,5- LENS/REFL LENS/REFL: CD IA DI c) zi-, VOLTAGE : VOLTAGE : •• .— co BALLAST : BALLAST : F- g e 'H' CFM32W KIRUN RR80619 TYPE :6" DIA. DOWNLIGHT BALLAST TO BE LOCATED INSIDE 'B' (2) 13218 UTHONIA SP8 SERIES TYPE :2X4 FLUOR. TROFFER TRIPLE TUBE MOUNTING :RECESSED HOUSING, .125" CLEAR POLYCARB COLUMBIA MOUNTING :RECESSED HOUSING :ALUMINUM/STEEL SHIELD BELOW LAMP. METALUX HOUSING :STEEL S.\c -0 PROFFSS'zrec LENS/REFL:LOW IRID. SPECULR CLEAR DAY-BRITS LENS/REFL:.125 ACRYLIC PRISMATIC v� LNG t NEE4) oy VOLTAGE :120/277V LI{ -1TOUER VOLTAGE :120V 4`` 16,597 9 35W BALLAST :ELECTRONIC 62W HOLOPHANE BALLAST :(1) ELECTRONIC •00., 'H1' CFM32W KIRUN RR80618 TYPE :6" DR. SHOWERUGHT BALLAST TO BE LOCATED INSIDE 'C' (3) F32T8 LITHONIA SP8 SERIES TYPE :2X4 FLUOR. TROFFER --- OREGON TRIPLE TUBE MOUNTING :RECESSED HOUSING. COLUMBIA MOUNTING :RECESSED vtl Y \043 HOUSING :ALUMINUM/STEEL METALUX HOUSING :STEEL 20. �\, . LENS/REFL:RADIAL POLYCARBONATE DAY-BRITS LENS/REFL:.125 ACRYLIC PRISMATIC T L. C ` VOLTAGE :120/277V UGHTOLIER VOLTAGE :277V 35W BALLAST :ELECTRONIC 93W HOLOPHANE BALLAST :(1) ELECTRONIC EXPIRES 12-31-20071 'J' NOT USED TYPE 'C1' (3) F32T8 UTHONIA SP8 SERIES TYPE :2X4 FLUOR. TROFFER M Consulting Engineers MOUNTING : COLUMBIA MOUNTING :RECESSED 2007 S.E. Ash St. HOUSING : METALUX HOUSING :STEEL IL Portland, OR 97214 LENS/REFL.: DAY-BRITE LENS/REFL:.187 ACRYLIC PRISMATIC A FAX: (503) 234_0548 � / FAX. (503) 234 0677 VOLTAGE : UGHTOUER VOLTAGE :277V .11WW.MFIA-ENG.COM BALLAST : 93W HOLOPHANE BALLAST :(1) ELECTRONIC `K` (2) 32W TRT KIRUN RS81146-43 TYPE :11' SQUARE FLUORESCENT BALLAST TO BE LOCATED INSIDE a 'C2' (2) F32T8 .LITHONIA SP8 SERIES TYPE :1X4 FLUOR. 1ROFFER 0 MOUNTING :RECESSED HOUSING. PROVIDE DOOR HOUSING COLUMBIA MOUNTING :RECESSED, FLANGE MOUNT IC3 00 HOUSING :ALUMINUM WITH TAMPER PROOF SCREWS METALUX HOUSING :STEEL LENS/REFL:PRISMATIC & 1/8" POLYCARBONATE DAY-BRITE LENS/REFL:.125 ACRYUC PRISMATIC VOLTAGE :120/277V UGHTOLIER VOLTAGE :277V 70W BALLAST :ELECTRONIC 62W HOLOPHANE BALLAST :(1) ELECTRONIC 'D' (2) F32T8 UTHONIA VRT SERIES TYPE :1X4 ROUGH SERVICE FLUOR. TROFFER COLUMBIA MOUNTING :RECESSED METALUX HOUSING :STEEL 111111 Mil DAY-BRITE LENS/REFL:.140 HIGH IMPACT 112 ACRYLIC UGHTOUER V O L T A G E :120V k e y p l a n 62W HOLOPHANE BALLAST :(1) ELECTRONIC 'E' LED UTHONIA LV SERIES TYPE :EXIT LIGHT, VANDAL RESISTANT .130" THICK UV STABILIZED phase 4 CONSTRUCTION SUREUTES MOUNTING :UNIVERSAL POLYCARBONATE COVER P DUAL-UTE HOUSING :DIECAST ALUMINUM PRESCOUTE LENS/REEL:GREEN STENCIL FACE DOCUMENTS VOLTAGE :120/277V 6.5W BALLAST :N/A date 03.01.06 'F' (2) F32T8 LITHONIA C SERIES TYPE :4' FLUOR. STRIPUGHT WHITE WIREGUARD revisions COLUMBIA MOUNTING :SURFACE METALUX HOUSING :STEEL DAY-BRITE LENS/REFL:N/A HOLOPHANE VOLTAGE :120V 62W LIGHTOIJER BALLAST :ELECTRONIC project# 102054 LIGHTING FIXTURE LIST SYMBOL LIST El • ..... 7 7 1- ,) , 4 I _, _ _ / = _ ,__ , _ ..._, r ARCHITECTURE + INTERIORS+ PLANNING 9 0 0 r 0 0 '- 0 0 0 0 l _ r ; 1- i- - _i !G J _ c o _ N r_ cN v —' --t ,__ W Cr) b 1 --t r-- �G o .o tt --I 1-- o I W z ..._-I t-- _ W _.--1 r- 7,71 " -- a °' ---4 L._!G _1 1-- _ g 1 -� I L_ Z o r-- V N C4 ---1 1-- 0 a) C4 - I - .' c ---t t-_ t� .,.• '0 I I _ V 1- —-...t ;. t-- O C9 c --I t I+ _ ti = z to I I _ 4 m -- ' le—J I- J _: r- <4 I CO in � I t a r -; �_ o co w ■ _-4 - I _I J ..._,...i N. --1 tc.--1 1 \ 1 I \ 1 (�' LN L N. --I N. -1 (R)�� N- -1 �1 F1 is-\(R) N.-1 N. -1 Ic -1 IC`I N.--I 1�T1 - w ! \ Im I \ I ! \ 1 I \ I .., I \ I I \ I I \ I (R)t.,IN I \ I I \ I I \ I 4\(R) .., I \ I (R)�"` 1 \ i \ ! z - oa LVI LA LA LN' LN LN LN L LA LN LN �! LN LAN rr.�. z ,__ z -- owo I 0 Col CZ 1--- - T. _ a w r,--_-- �I�_ �I�_ __ _ r ,-----,TT-I-I`T-I-ET- ET-1-r-T r- -1-77 T-7-I-i- t u t t=- T7 1-17 7-1-T- T- -�'7-I-T-T-I-I-T- FT-I- I'T1 t�� p z Cp Q i� t i r� ____J t I L ,1 1 1 1 1 1 1 r I f i ( i l t, I t l l t l t l ( i 1 i I I I I I I iLl L1J I f I I i I I t ► I I I 1 I n \ — 0 J < �, n\ J I ( l it � 1- LLIQ � 11 i —T— 1 , , -i---1"----T--- r , r i r t , E i Ji L____--a I L____L_.__1____J L____L __J..___1___1_._-1.__ -1,----I---J----J J O m z z I� I j �/�--1� II!!ii o z O c ,, at PC-) (-) 0 r:' 'L, .< -_ �;' _ _ -- - GENERAL NOTES O w z w .Fl r�� • E >--- i' ° icia 1 I 1 h —• -1 A. UNL� OTHERWISE NOTED, _ ALL ELEGTR I GAL ITEMS SHOWN ON DEMOLITION I- m�,-,� o o >-- E i L i i `� PLANS ARE TO BE REMOVED. REMOVE ALL ASSOCIATED ITEMS IN CONFLICT �'= w O o Q o I 1 0 1NITH NEW CONSTRUCTION. MODIFY CIRCUITING A5 REQUIRED TO MAINTAIN FEED w o c..� o cr z c ' --i TO DOWNSTREAM DEVICES OR FIXTURES SCHEDULED TO REMAIN. PROVIDE p II a w �F=- n- u BLANK COVER PLATE AT FLUSH MOUNTED BOXES IN WALLS SCHEDULED TO IX 1 1 1 1 I REMAIN. 115 L T B. REMOVED LIGHT FIXTURES (IF NOT RELOCATED) ARE TO BE RETURNED TO S"" '__ t- ; r I , . I— —71 THE DISTRICT. 0 J . .� d' I I J I /J > �J I i J =NMI 0 co r , .4 ,", , _..„__ 7 1 i _1 PLAN NOTES 0 _ , i 0 OR) NOTATION INDICATES EXISTING DEVICE TO BE RELOCATED, TYPICAL. Q M t--I El (R)L, 0 co O a --I I NI IIIIC rom 0 in- - -r Le_-• -1 P Om ■ art CD c 1--1 am. (01 ...ic ...= 1 I-_1 1 p malt fTT '�; ! ALL ELECTRICAL WORK SHOWN ON THIS PLAN 15 INCLUDED IN ALTERNATES p co r ...._i 1 i 1 0 f o t I i 0 ° 1— -i L _ _ AS FOLLOWS: NC tin n _ a 11 1 L_._I L C -� \\ 1� L 1 � L: :::. — 1 ALTERNATE #I REMOVE LIGHT FIXTURES, SMOKE DETECTORS AND SPEAKERS C� T .,--, AT CEILINGS. (J) 0 f, = I L_ _ LL,\ i E-I - SEE SPECIFICATIONS FOR COMPLETE ALTERNATE DESCRIPTIONS. �� "� M r . L_ , IN J ri-------1111111 r-_-."I r----, r-----I r-----I - J L J • E gi,{1111111 - r - -1 I (s 1 I tr) T j_i______-, (RK..t aS CSI CO CO -6 4 ==\\ J L i t ■D) W DI O s- ____ -tr _ O 0) r----1 r-----I r----1 r----� ,J O CD I- MI ° i1 u 11 456.0 PROpess /04, �� _ ��S ��G NEF,� goy L____J L____J L____J L____J r- �"- . �k, 16,597 9l I mt - L-a L 1 ° - ' i-r -' E- OREGON I--a L T,\\\ r J hi •fi N \,n 1 I- 20 1 ,' I 1 Oil KO EXPIRES 12-31-2007 ®] i u 1 I - _ . . ■ _ Consu ting Engineers ■ Im\ ti; 01 [U 2007 S.E. Ash St.isi II I, Portland, OR 97214 PHN: (503) 234-0548 ►► L o to -Q 42 _ FAX. (503) 234 0677 -I j i Q___.)) C r--..„,-71 II INC.Www.14F1A-ENG.COM ., a r--- ,.._ -1 i le E J 1 _ ---E. J____ \-- r LI T --) ._ ---1 ---1 ------- cTh " MIME -1--- J _ _ _ _ LL_ Q 0 ami 1 FJL1JJ L I 1 -) Ll_l__J 1_L1_I_LIJ_L1_I_L1 1_L1Jl_- ' T-1 r I ,N � j � - _ 1 I 1 N.1 Ic 1 �1 �� N. �1 N. N. N.1 N.--1 I«1 I' I \ I I \ ! (R) ' 1 \ 1 �'1 \ 1 1 \ I (R)("' 1 \ I I'I \ 1 (R) ' 1 \ 1 �!IN f \ f I \ ! I \ I \ ! L L L L.N L L.N L.4 LN L LN L L.-N k e y p l a n _1 t (R)t,' I - -�, - - ,,` I phase4 CONSTRUCTION Z..) a - ■D DOCUMENTS ----) E 271 date 03.01.06 I Le_ revisions — ... I o E ___ 1:). I 11 it 11 ti 1 - 1 ti I t 1 -.( - . .__J 1 1 I P it h--i I It 11 t 1---it--11---I 1 11 It I.-- ,___=---/l •-.--- U 7 P1 ro'ect# 02054 _____.) ,.__,... _ _ MAIN FLOOR PLAN - - - - BUSINESS/TECH. DEMO. �T � T 1 MAIN FLOOR PLAN - BUSINESS/TECH . ELECTRICAL DEMOLITION TRUE PROJECT I NORTH NORTH E I,I I SCALE: 1/8"=1'-0" EILIIII (..„, ik '` / 1 1 f 0 i ARCHITECTURE + INTERIORS+PLANNING (-----, EXH FAN----\ (---- I r Y -- –i �` < > =� I � L -..0 L Q(R) I n n J n L_ n r _ n J ( N v < n I I H 1 ! I - I I L--__0 __J I I T W rn ti o re �° LA f' o 1 1 �' �' *� J ,p, I I W z - I < i 121 EXH FAN r- --- 1 i O I o i o , , w D n L----n- h 3 x a N - a - n n uNn HEATER I I I I L i y �__ ___-,, 1 I ! 1 i i _ z N N (--... .�\ 2 �> _ �> _ 0 411 t_ r-----1 f M (--- - + o -�F--_ --- (a CO -I .61 El ; ;; i / 3 �) PANEL `Q' I Q J p `'� v _ 11 p ,' I I o�. = a' r , n n n nl 1 1 I! - I II I co 1 Z. L. L L-1 L, I I I I CO P `_ = U - LIL II J : N N _ — I X11 `' — 0 i<> 0 EXH FAN K.-i -I (R) IC 1 ' 1_-- OVERHEAD BUSWAY LABEL 60A/2P CB to M �: 0 FAN I 1 \ 1 1 \ 1 1 \ 1 1 \ 1 _ PUMP L .N L N L .N L AT ( PNL 'D1' AS "1 r 7 c 7 I - 'SPARE' U L. ti.M UNIT (R) (R) (R) CR)' • r I C�J C^J i 1 1 U 1 1 © ] r__,21 0 O 1 I r �- /-- 1 -.\ fi,� HEATER (R) (R) O (R) (R)L-- �" - '� I I a a /� K.-1 w` — _,. __.. — _... n „ 1 1 1 P \/ - L -1 1 7f LJ ® L 0_ : LI 1 ; L �1 L L L ( ) LIGHT FIXTURES o o W Li R I{ } - UNIT -- TO BE RELOCATED. o o - z z 0 0 �, < < ' SEE SHEET E2.21 < > o < O(E) PANEL &I' ,, $ 1 n n n n t> i HEATER (R) (R) R) ■■MO z I_ z II 1 L� LA, , a E35 [11>- z ,>,( II 1�J I I 1 1 1 1 ! I I I ICS ICS w _ aW U U U U U I \ I I \ I I \ I ovOW° 1 ..1 I _ QWZ � 0(E) PANEL 'G' i i J �' �- ` ,e/-EXH FAN p O L�I L �1 L�I m ' wl�- _ z � 1 p ,�- © o � mtan_ _.... C 7 r Q<J V` n r i____, O O 0 0`-FAN n ,�J - I I I I 1 I PLUGMOLD z wo a Q t.. I r LI rLJ _ EXI-L FAN_, U L_ O 0 L _1 L J LiU z � 0 �� / 0OLQl� p C-7 v7 L _1 L_ (R)® ice- O co 1 1 I�t r I I L I-- m 0 O �-ci_ 4E, ((� I I I X ` 'I WOUper Z L J 0 1- CL 1...LJ 6) 1- LLt.!) r-- 0 J I L —{ I L_.1 1---1 1 .4.0 =,------) LL--J-----3 CL--_ 42) CI) Q C) > jig 1.= 3 T 1.6•111a 1 LOWER FLOOR PLAN - CE2 ELECTRICAL DEMOLITION co M .... I .2I SCALE: 1/8''=1'-0" a,) o ._ ,�. U) M 0 0 o_. •— O C,----1- am= CD ....= R 2 a. I- -1 I I I I 0 0 06 (7) I<IA I ._ INC CO 1 J 1 r--I- CO O e alk GENERAL NOTES _ :615 -- , .... vir ROOFTOP MEGH A. UNLESS OTHERWISE NOTED, ALL ELEGTRIGAL ITEMS SHOWN ON DEMOLITION ai 5 ce UNIT RAGU2 PLANS ARE TO BE REMOVED. REMOVE ALL A55001ATED ITEMS IN CONFLICT ■■■■■ N I- �, - J W1TH NEW CONSTRUCTION. MODIFY CIRCUITING AS REQUIRED TO MAINTAIN FEED tv to N ' TO DOWNSTREAM DEVICES OR FIXTURES SCHEDULED TO REMAIN K—A - PROV1 DE f J BBLLANA NCOVER PLATE AT FLUSH MOUNTED BOXES IN WALLS SCHEDULED TO •� B. REMOVED LIGHT FIXTURES (IF NOT RELOCATED) ARE TO BE RETURNED TO co Q _ ROOFTOP THE DISTRICT. i T3 ,[MEH UNIT ■NMI .•� CD >� --L- K r 71 G. REMOVED CLOCKS (IF NOT RELOCATED) ARE TO BE RETURNED TO THE p .� -- DISTRICT. }'— r -i 1 I � �REp PROP Fs I. B s I I cp LNG 1 NE fip %y °� L_ `_` J �� 16,597 9l _._) _. _A__ ‘ ►- -� - �- H - H H J PLAN NOTES / .'"1 1 (R) NOTATION INDICATES EXISTING DEVICE TO BE RELOCATED TYPICAL. � 1 a OREGON ,,, AL EX STING PANEL 'G' TO BE REMOVED. BRANCH G I RCUI TS TO BE EXTENDED y 20, ,1 lilir TO NEW PANEL 'G'. SEE SHEET E3.21. ; Tl. © CIRCUIT SERVING RAGU-2 ORIGINATES AT (E) PANEL 14A161 LOCATED IN (EXPIRES 12-31-20071 MAIN ELECTRIC ROOM. CIRCUIT TO BE MODIFIED TO SERVE NEW RTU-047, SEE SHEET E3.21. ` Consulting Engineers © REMOVE EXISTING PANEL 'Q' AND ASSOCIATED FEEDER TO (E) PANEL 'G'. 2007 S.E. Ash St. PATCH WALL TO MATCH ADJACENT SURFACE. ALL BRANCH CIRCUIT5 ARE fil][A Portland, OR PHN: (503) 234 05 4-05 48 REMOVED FROM THIS PANEL DURING DEMOLITION PROCESS. FAX: (503) 234-0677 0 EXISTING SWITCH TO BE RELOCATED. 5EE SHEET E2.2I. INC.WWW.MFIA-ENG.COM IEXISTING PANEL 'Gi' TO BE REMOVED. ANY ACTIVE BRANCH CIRCUITS TO F� U -,- L BE EXTENDED TO NEW PANEL 'G'. REMOVE FEEDER FROM EXI5T'G PANEL 'G'. 4, , _ SEE SHEET E3.21. QREMOVE PORTION OF SURFACE RACEWAY IN CONFLICT 1NITH NEW WORK. MAINTAIN FEED TO DO/AIRSTREAM DEVICES WHERE APPLICABLE. SEE SHEET E3.2I. Mir WWII . k e y p l a n phase 4 CONSTRUCTION DOCUMENTS date 1 03.01.06 CO M revisions AIN FLOOR PLAN - PHYSICAL ED . ELECTRICAL DEMOLITION SCALE: 1/8"=1'-Q" project# 02054 FLOOR PLANS CE2/PHYSICAL ED. DEMO. TRUE PROJECT NORTH NORTH Ell • 21 (4„,„ Ala . l � 1\, ,,,,, ., • • 0 _ 1 _ / "—a 1 . 1-- 6 ---) — ARCHITECTURE + INTERIORS+PLANNING L. 0 . - i I ----____ 2/ 0 , _ I , .....- 0. co t, ..._ 0 0 0 0 0 0 0 0 — _ _ tr 0 0 ots ,._ _ (E) • .... LIJ Si t ILU - t..) 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PROJECT RM AS REQUIRED TO ACCOMPLISH THE INTENT OF THE DR.A1A1IN&S. .0 U) 7 c j) c C 264 ...... III I G. ALL ELECTRICAL NOW SHOINN ON THIS 5 PLAN IS I NCLUDED AS AN ALTERNATE. i ,.. - SEE SPEC!F I CAT I ONS. CO 0 al O 0 0 r---,.... . I — — • 1 0 1 1 , 1 0 _ I--[ 1 [ 0 0 0 • I 11111.1111111 _ _JII osPa cl • . . . 1 1 ii L__ I I PLAN NOTES ac :Imo 0) CO CO U) 21 It ractl"? •Nom 3: CIS EtN It CU c\I E. 8; . III 0 covERNNEIF,rC.-T TO EXCTISIOT'NG PCOORRINLIDOR EMERGENCY LTG CIRCUIT FROM PANEL `XF1. Lon ma _ I 1 Illil 0 11111111 III EXTEND EXISTING L I&HT I NG CIRCUIT AS IND I GATED. CD C4 CO 1,111111 , , co - 5 I r-----1 r————1 r————1 r----i CD U.I CD 0 ciii Him 0 PROVIDE 30A/I P C I RCU I T BREAKER IN EX I STING SPACE AND CONNECT. .2' •..... co I CO CORR. 0 CONNECTION AND CIRCUITING TO ELECTRIC HEATERS IS NOT AN ALTERNATE. ...._-) 1 CAREERS CLASSRM 275 0 --- a m A RLKAEBTI N G C AsDc/i CLOAr Emu 0 H. Ci) I- - 265 • 266 267 ' 111 O 0 . IN 0 L_ _1 L ___J L _J L__ _J I .‘06..p PROPest,14%1,4 cp oGI NEeip wit, ----) r____i r _1 ri r __I Cl I / U.0.N., ALL ELECTRICAL WORK SHOWN ON THIS PLAN IS INCLUDED IN <4, tk- 16,597 ..-- , / a I 1 OREGON :11.41EICT4.5tiiitTER flit EEHLE14 HEATER ALTERNATES AS FOLL0115: °It}"20 \43 = ALTERNATE it 1 - PROVIDE L I GHT I NG IN CORR I DOR5 AS SHOWN ON PLAN. 21-1V 1 rji-271\4 I i 1 1 I SEE SPEC!F I CATIONS FOR COMPLETE ALTERNATE DESCRI PTIONS. .1.' j 1 1 u L ___J il O 0 __----j , L _ _J at Alltr_N L_ __1 „IILP 1_.....__ J A I i/•ii.0 1 1 1111 141 is ' 7 Ala w EXPIRES 12-31-2007 #10 #10 III II , 1 Consulting Engineers FiZt'll-g- tfth9tH I I . . (E)SPA 0 MI 0 M5DA I D D 0 0 DI L - ri_T___,., ................... A PHN: (503) 234-0548 . - - ti - 7411 —1 01) riK.3.- FAX: (503) 234-0677 INC.li 1 401---,... 1= 1=1 III ,VEST. ..,Mig I I \ O 0 BUSINESS I ••2-75 grop -- LAB -- r I p 4 ci 1 I _ 26q 4 -L _ ----,,, I (-)1 1----j , .-,.. _ , -----, I ....... (E) _., L- (E) 'NV ...giC1 - 1 CORR. (E) PANEL 'E' (E)4A04-25. 1 278 I BUSINESS ---1--- f■ CORR. (E) PANEL 1XF' OFFICE/STOR. - CORR. A I I )./.5.„..... Li 1 268 1 1* .4 1■11111111111 ■ i 270 -- (E) PANEL *.2L A' H 272 A -11 ,..... . Ilk PANEL ISDN II - E 7,.71 d . (E) L Milin■ I 0 ri, 0 0 , (01 (E) -r (E) 1 mil I (E) LP_ ' Q Q a key plan - I I 0 I (E) (E) LPIIIIIIII•EINIMOMINII Aft 1111111111 I I — - 1111111111111 111111 INIIIIIP IIIIMMIIIIIIII....... 1 II ... I , ,, 7, 2- ---i, cil_.___an in ' 11111F phase 4 CONSTRUCTION I Or NW 41114- IF •- (E)xF Ir 1 CORRIDOR IF E. sommiiimeminie . 11. „Elli DOCUMENTS E luf C 1 A cl ci ci A .... 2-71 A_ date 103.01.06 1-1ri /(E) I O 0 I-1 — — _ — f — —1 111 I —I 1 ----1 I -----I —=,... --•...--r ...., r revisions _i i 1 I I I 111.M.I.... _,.. A., ft 1 cz] ___) 1 0 Pi■-4i 11 ,I 1 . . ..., - 111 _ 1 1 (-1- MAIN FLOOR PLAN BUSINESS TECH . - LIGHTING ____ ---- i ii II if II I ri i -...m project# 102054 _ 11 E2.) SCALE: 1/8"="1'-0” r ____ I I ............ r_ - ========== MAIN FLOOR PLAN BUSINESS TECH. - LIGHTING _ I 7 t I T T -i-' n I, I T TRUE PROJECT NORTH NORTH ...,„,,....-..„„„,... .„,,.._ E2 . 1 1 to N, ail kvAi ", pl .......__ / ' i I i / ARCHITECTURE + INTERIORS+PLANNING , _pi____, r 1 i -- r- I 1 / ' 1 -. r---- v- E 41t C■1 t4 o - (E) - - - 4 - - - - - (E) - - - - ' T a I} $ -ter _!NM _...I� I err•-- �r•�_allI�•—,�i� I I \ I I \ I 1 \ I I \ I I \ I I \ 1 "' _• C O R R. CAGES 2 �•••••••• 0 2 N --) 1 L LN L L LN L LN 3 o <l > 501 503 ( . . \ W.G. GIRL'S CLASSROOM a �, - ; I ■......\....■....... LOCKER ELECT. 405 Z "I ° p -..�N !pi ( :� �/� 41d 1i O X07 = N A V 4t _<I D 'I • T!FIT S i''�1''-=r�"'--� "-, .- . 1 \ I I \`1 " I I \ I I \ I I \ I I \ I co Z i' E •�•••■■�'� - ■ 505 K L L L _ L �I L L N L.N TRANSITIONS J '' ° `'`� 0 v �.. - - - - _ - - = E T. i - ■ - - - - - - - - - - [ ; EXISTING LiC-�HTS TO 415 p &, Z ° (----- r - • ii ,;,� I i...�.� ► REMAIN, TYPICAL _• 0 F-1 N.-1 F-1 -J■ el r2 ■ • ;, 5+� - HANGE 3 N H � •j; H ,LL Tl@... LN LN LI LN 1 \ I I \ I I \ I 3 F M 0 (E) 3 )_ T _ SH WR S `""""-- w C E 2 7 6., - - OFFICE : # \ � `�'P la. ©4CE) �-I N.-1 N1 T oFFI CE im1 \ 1 1 \ I 1 \ 1; 4v - R L N L L N . ■ 1 ■,■/_-_,k 510 el N (R) R) R) OFFICE 1 1 2�'"'' 403 P.E. STOR. TEAM OFFICE ®(E) 512 1 I I S 14 518 �- i O -I ..1 ,, © o 0 ow z o0 02 = K . T.,.�,,>r,••_,�,,,,i ;�I•�..-_,,.�,�c 1 o I \ I I \ I I \ I I \ Q r Cr; z PANEL 'G' I :Al `�'(•�2 I I L N L N L N L z „.-- z 1 L �„� r wG. I u 1 0 (R) 'oo CD °> wawQ 1 ■ Z 1 1 11 I oo }-- � owo - ( �■ 3 J--1 101 10 _ MO OOWa 6-2. 1�� I I TEAM S TOR. (E) (E) (E) (E) (E) (E) R) Ti 1 ,3 k R� 111111� t� ®E !_- : : ■ P_... c �RR ig (E) (E) E) o o , _ -, e - - _ _ Or - - - - C rt 1 -1--E(E) K ,q! 1 I Y�-_..∎i�� _T►'...•t F O v- cn Dz ¢ CORR. . i D I I TEAM D STOR. _ X o ° I 1 . 1 516 520 F ri w rn f-- cL cn 521 (,` it "�1 —I r- -I r- --II 4D 0 ©(E) CD . ..0 FITNESS '■'�� r - ROOM ► LOWER FLOOR PLAN CE2 - LIGHTING o .� M„,,,,, 522 X2.21 SCALE: 1/8"=1'-0” J M (E) (E) (E) (E) LQ ( LIGHT INC- T„ 0 . . FIXTURES A •••• 0 c TO REMAIN - �11 ....c � ,•ej I .....0 oat V CI- - L :- L_ L �J 0 C/7 ®(E) (E) (R) (E99 U) 41, T teaI . _ (E) SWITCHES 03 L SENERAL NOTES cn 0 U CLARITY, TICK MARKS CONDUCTOR DESIGNATIONS MAY ■� 0) TO REMAIN A. FOR REASONS OF GL ) M .-- C NOT APPEAR ON THIS DRAWING. CONTRACTOR IS TO PROVIDE CONDUCTORS = as -0 tt� 0 0■4I AS REQUIRED TO ACCOMPLISH THE INTENT OF THE DRAV4INGS. ) W L9 IHEALTH ■ t E VE S T. ROOM x a ii. 523 C 524 C = Cl ,--- PLAN NOTES L t P. CI (R) NOTATION INDICATES RELOCATED EXISTING DEVICE. REVISE CIRCUITING C O 0 N U) - AS REQUIRED AND RECONNECT. TYPICAL. 1:3) T o ,� 1 EXTEND EXISTING 'NORMAL' CORRIDOR LIGHTING CIRCUIT AND CONNECT LIGHT ••� Q •-‘ _ 49. C C Immilamm Cm) C) I- �.. --- FIXTURE AS INDICATED. (E) EXTEND EXISTING 2TIV 'EMERGENCY` LIGHTING CIRCUIT AND CONNECT LIGHT 4'114 C� © FIXTURES AS INDICATED. ED PROF R £ - c,�`'��oG I NEER S/0:-#G C CONNECT TO EXISTING 211V 'NORMAL' LIGHTING CIRCUIT IN THIS AREA. REVISE 4``' 16,597 9r - (E) ...,` 0 EXISTING CIRCUITING AS REQ'D. �_- ,,, 1 1=1 T. © RELOCATED SNITCH, SEE DEMO PLAN SHEET EI.2I. REVISE CIRCUITING AS REQ'D. • OREGON s I I I I n - RELOCATE EXISTING LIGHT FIXTURE. EXTEND EXISTING 2T7V 'EMERGENCY' 14Y 20, 19°'� O LIGHTING-' CIRCUIT AND CONNECT EXIT LIGHT AS INDICATED. .- . *-L. EXPIRES 12-31-2007 Consulting Engineers ' 2007 S.E. Ash St. ii T Portland. OR 97214 /® PHN: (503) 234-0548 1-�- FAX: (503) 234-0677 2 MAIN FLOOR PLAN PHYSICAL ED. - LIGHTING INC.wwW.MFIA-ENG_C0M E2.21 SCALE: 1 /8"=1'-0" I 1 0 _r-- 1 I T k e y p l a n phase 4 1 CONSTRUCTION I 1DOCUMENTS date 103.01.06 revisions project# 02054 FLOOR PLANS CE2IPHYS. ED - LIGHTING TRUE PROJECT NORTH NORTH d!4ik� I IF IIIIIIIIIIIIIIIIINIIII -, ; _ . (E) UTILITY I rr 1 1 I (E) SERVICE RATED BUSV�IAY . G.T. CABINET 1 2,000A, 480Y/277V (E) MAIN DISTRIBUTION Id I I I I I. BOARD 'MOB' , I I _ _ I ,,, (E) UTILITY (E) UTILITY I �6F� PADMOUNT BUSSED ti TRANDFORMER METER I -�-- I (E) 2000A BUS 480Y/277V SPACE X--,- ♦ ` -, --r ♦ e ♦ 10-- * ,.I. .... „_ e- ARCHITECTURE + INTERIORS+PLANNING ■ > I (E) 2000A MGB ,i \ ; ♦ M' -G .T. \ \ \ \ I I > I (E)800A 1 (E)300A ) (E)150A ) (E)800A I (E)250A ) (E)800A ) (E)800A I (E)1200A j (E)400A ) I 3P 3P 3P 3P 3P 3P 3P 3P 3P I I ( 1 / . i ti ti ti Ti Ti • n SPARE - E i_ 7 - N ta C _ I i -I- I W u t 4 I 145,6 48A 1 i , aL D n Q W z SYM Q Q D Q J L (E) SECONDARY L - - _ J L. LL LL 01 LL LL W ry v SERVICE ua w D #Nt w 3 °re Q • a vz z c a �,, r v 4- m , I3,IlbA - - !`I{, o v 4 N MFIA PANEL SCHEDULE 23-Feb-06 TO (E) SUB DISTR. TO (E) PORTABLE TO (E) THEATER # SYM TO (E) SUB D I ST. TO (E) SUB D I ST. TO (E) SUB D I ST. c - panel mounting location connected load amps PANEL 'SDJ' CLASSROOM BUILDING PANEL 'SDG' PANEL 'SDF' PANEL '5DH' J •v z c.; 4897 (EXISTING) SURFACE GYM MEZZ. 148 _ DISTR. PANEL SEE 0 z 0 voltage phase bus & main calculated load amps PANEL SHT E : 480Y/277 3 225A MLO 159 I-I/4"C, 3#4 ( E3.21 , -i 3 co C service va a/p no. a b c no. a/p va seance C 1#10 GND MAIN D I STR. BOARD MDB LOAD SUMMARY _1 N SPARE _ 15/3 1 * 2 15/3 SPARE PROVIDE CIRCUIT = co * * _ 3 * 4 * * COORDINATE ROUTING BREAKER IN CONNECTED FACTOR CALCULATED ao co a a * 5 * 6 * * OF FEEDER THROUGH EXISTING SPAGE. EXISTING BLDG DEMAND * 611.0 KVA 1.25 831.0 KVA 5 XFMR 'T-G' (PANEL G) ** 10280 60/3 7 * 8 15/3 SPARE EXISTING BLDG WITH m SEE PANEL SCHEDULE 5 * 9084 * 9 * 10 * * ARCHITECT TH15 SHEET ADDED LOADS 5 a 8461 * 11 * 12 * a = Q 1 (E) UGHTS 2300 20/1 13 * 14 20/1 1840 (E) LIGHTS 1 LIGHTING 18.1 KVA 1.25 123.4 KVA 1 (E) UGHTS 2300 20/1 15 a 16 20/1 1840 (E) UGHTS 1 ` 1 (E) UGHTS 1840 20/1 17 * 18 20/1 1840 (E) UGHTS 1 UNDERGROUND 6,041A w O RECEPTACLES 155.1 KVA IOK +.5 82.6 KVA 1 (E) UGHTS 1840 20/1 19 * 20 20/1 1840 (E) UGHTS 1 HATER PIPE, SYM v z o ° 1 (E) UGHTS 1767 20/1 21 * 22 20/1 1840 (E) UGHTS 1 SEE SHT E3.21 M I SG EQUIPMENT 62.8 KVA 1.0 62.8 KVA z z SPARE 20/1 23 * 24 20/1 1840 (E) UGHTS 1 480/3 480/3 ""' o I__W z r rnQ SPARE 20/3 25 * 26 20/1 434 (E) UGHTS 1 T-G PLUGMOLD (PHASE 3) 15.1 KVA 1.0 15.1 KVA Q� = �.__. J E) T-2897 °�' °z UJ O a * 27 a 28 20 1 100 (E) UGHTS 1 4, 45 KVA 45 KVA .t w a * a / ( } #6 3 PH ( �' 13 PH MOTORS 510.0 KVA 314.4 KVA w m ° 29 30 20/1 SPARE ,� U' z � � m Q 6 (E) RACU-23 3270 25/3 31 * 32 25/3 3880 (E) ASU-8 RF 6 208Y 208Y ELECT HAND DRYERS 345 KVA 1.0 34.5 KVA ° ��'' Q ° * 3270 * 33 * 34 * 3880 * 6 ° Q o 6 * s * a #b GU c � WOZz KITCHEN 1.1 KVA 1.0 1.1 KVA o >- 6 * 3270 35 * 36 3880 6 0 5 (E) PANEL 2B97 XFMR 12900 70/3 37 38 40/3 5820 (E) ASU-8 SF 6 5 * 9360 * 39 * 40 * 5820 * 6 SYM A '� it W w 0 ° z o * # A ELEVATOR 28.2 KVA 1.0 28.2 KVA 0 ° Q w O 5` a 12000 * 41 * 42 * 5820 6 Ni- z v 0 o = 00 Phase A 44404 VA NOTES: line-line voltage `� N SUB TOTALS 1 465.3 KVA 1,581.1 KVA '= m ° ° ° '_ Phase B 39261 VA ** INDICATES NEW CB TO 480 BOND TO METAL `9 + °= w o Q a 1 VA REPLACE XI TING largest motor (va) .WATER PIPE IN ry # N 0 =°x °o = Phase C 3895 A E S g { } REMOVED LOAD Total Connected 122616 VA 17460 P.E. STOR. 512 � 0 ~ E `�' °' `- W N load code: ph. A ph. B ph. C total factor calculated load (va) CEILING SPACE .) r ± -1 CONDENSING UNIT (PHASE 2) -124.5 KVA -124.5 KVA ft 1. UGHTS= 8254 7847 5520 VA 21621 1.25 27026 PANEL I PANEL I 2. RECEPT.= 0 0 0 VA 0 1 + 0.5 0 'G' 1(E)28971 MISC. (PHASE 3) -20.1 KVA -20.1 KVA INE -f-+ 3. HEATING= 0 0 0 VA 0 1.00 0 I I 4:::) 4. KITCHEN= 0 0 0 VA 0 1.00 0 1-- - --_I TOTALS 1,320.1 KVA 1,4453 KVA SEE 1,742A 48OV, 3 h .b 5. EQUIP. 23180 18444 20461 VA 62085 1.00 62085 SHT E3.21 p ""'41� r 6. MOTORS= 12970 12970 12970 VA 38910 * 43275 0 M 7. MISC= 0 0 0 VA 0 1.00 0 * MAXIMUM DEMAND DURING PREVIOUS I YEAR PERIOD PER NEC 220.81. . * 125% of the largest motor + 100% of the balance) TOTAL = 132386 125% OF LARGEST MOTOR + 100% OF BALANCE, LARGEST MOTOR = 115 KVA (n -1 -j j ( AG'RAM '*PART 1 AL ONE L.I NE D I *** INCLUDES ADDED LOADS FROM TH15 CONTRACT AND PREVIOUS PHASE I, PHASE 2 E5.I 480Y/211V - 208Y/120V AND PHASE 3 CONTRACTS. .t. L OLO m •.... 0 c _. MF1A PANEL SCHEDULE 23-Feb-06 mmem CD 4::: 0 panel mounting location connected load amps 0 oat c.) CL G SURFACE P.E. STORAGE 512 78 t) 1 voltage phase bus & main calculated load amps Cn 208Y/120 3 225A W/125A/3P MCB 85 C C service va a/p no. a b c no. a/p va service C •-- 1 (E) UGHTS 682 20/1 1 a 2 20/1 1287 LIGHTS 1 CO 0 CO 1 1 (E) LIGHTS 682 20/1 3 * 4 20/1 1512_UGHTS 1 + . . M 1 (E) LIGHTS 682 20/1 5 * 6 20/1 540 RECEPTS 2 = ■E CU '.0 t1) 1 (E) LIGHTS 564 20/1 7 * 8 20/1 540 RECEPTS 2 Ca CO = Ce 9 1 (E) LIGHTS 930 20/1 9 * 10 30/1 2300 ELECT. HAND DRYER 5 1-1 �1 r • N 1 (E) LIGHTS 372 20/1 11 * 12 20/1 200 FIRE ALARM POWER SUPPLY 5 (E) PANEL 'DI' I(E) I(E) I(E) I(E) i(E) f -�. = I' ' co � 2 (E) RECEPT - GYM 180 20/1 13 * 14 20/1 900 RECEPTS 2 �u (E) L r 1 (E) UGHT BLDG EXTERIOR 500 20/1 15 * 16 20/1 720 RECEPTS 2 (E) XFMR'S ____) s•-• -c3 ,,,,= 2 (E) RECEPTS 360 20/1 17 * 18 20/1 900 RECEPTS 2 U 5... 2 (E) RECEPTS 360 20/1 19 a 20 20/1 360 RECEPTS 2 (E) PANEL 'A' a 03 (NI (1$ co ...,6 7 0 0 1 21 * 22 20 1 150 FIRE SMOKE DAMPERS 5 2 I rs) Lu CM 2 (E) RECEPTS 2 2 / _ / FIRE/ SMOKE `' 2 (E) RECEPTS 720 20/1 23 * 24 30/1 2300 ELECT. HAND DRYER 5 (E) PANEL 'B' B (E) WI REMOLD #4000 ■om • 2 (E) RECEPTS 720 20/1 25 * 26 30/1 2300 ELECT. HAND DRYER 5 CLASSROOM (E)� , TWO COMPARTMENT O 405 2 (E) RECEPTS 720 20/1 27 * 28 20/2 1000 REHEAT COIL NO. RC041 3 (E) PANEL 'C' I RACEWAY 6 RTU-49 1387 30/2 29 * 30 * 1000 * 3 -- ELECT 6 * 1387 * 31 * 32 20/1 1000 REHEAT COIL NO. RC442 3 llU 406 1.1- 1 CE-2 TRANSITIONS PRO SPARE 20/1 33 * 34 20/1 SPARE (E) PANEL 'SDG -� ► ( 402 415 S��RE� P£SSi o6 SPARE 20/1 35 * 36 20/1 SPARE # 4v� LNG 1 NEFR �*9 J (E) WIREMOLD 4000 I . SPARE 20/1 37 38 _ 20/1 SPARE 16,57 r ' SPARE 20/1 39 * 40 20/1 SPARE TWO COMPARTMENT (E RACEWAY (E) WIREMOLD #400 -, '' SPARE 20/1 41 _ * 42 20/1 SPARE TWO COMPARTMENT /� Phase A 10280 VA NOTES: line-line voltage RACEWAY OREGON Y 20. �g� Phase B 9234 VA 208 'N. ;. Phase C 8461 VA largest motor (va) 4 Total Connected 27975 VA 2663 I `' EXPIRES 12-31-2007 load code: ph. A _ ph. B ph. C total factor QS O O F F I CE 1E1 1. UGHTS= 2533 3624 1054 VA 7211 1.25 9014 [ (E 403 O OFFICE (E) I Consulting Engineers 2. RECEPT.= 3060 2160 2520 VA 7740 1 + 0.5 7740 404 0 1 3. HEATING= 1000 1000 1000 VA 3000 1.00 3000 .. P00 1 ni Ash in Ft OR 97214 4. KITCHEN= 0 0 0 VA 0 1.00 0 I(E) = (l\( ) PLUGMOLD (E)DI (E)DI-q.11. /� PHN: (503) 234-0548 5. EQUIP.= 2300 2450 • 2500 VA 7250 1.00 7250 z _ _ _ ` 5 1� -(E) 0 q Lam. FAX: (503) 234-0677 6. MOTORS= 1387 0 1387 VA 2774 * 3440 4 '' , 41l10/11a. �IIE. 00 INC.www.MFlA-ENG.COM t ii = 0 0 0 VA 0 1.00 0 411 1�.��.�115 IMO �� .�.■.11 0 0 7. MISC= (E) PLUGMOLD 1 1 I (* 125% of the largest motor + 100% of the balance) TOTAL = 30444 I I VEST. (E)DI-5.i. ' . 0\ q 407 /r" © • OFFICE 00 401... „ _ „...i,,,,..„,..im.,,,_ , ----J 4 =W4 ) VEAL'1.4kw--,-- too H_I --.4-- I_ „ , I(E) 5 7 0 EF-051 0 /B I/I2HP, 12OV ! FRIG (E)DI IlDREisHWASHER WW1" O RANGE HOOP RANGE k e y p I a n 1 I phase 4 1CONSTRUCTION I DOCUMENTS date 03.01.06 1 LOWERFLOOR PLAN CE2 - POWER E3.21 SCALE: 1/8--=---1'-0" revisions GENERAL NOTES PLAN NOTES A. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF ALL WIRING DEVICES , 0 EXTEND CIRCUIT FROM REMOVED PLUGMOLD TO SERVE RECEPTACLES AS WITH ARCHITECTURAL INTERIOR ELEVATIONS. SHOWN. B. MAINTAIN FIRE RATING INHERE CLOCK BACKBOXES OR OTHER DEVICES ARE 0 RELOCATE EXISTING OUTLET IF FOUND TO BE IN CONFLICT WITH NEW WALL. INSTALLED IN FIRE RATED WALLS OR CEILINGS. COORDINATE WITH ARCH. RECONNECT EXISTING REGEPTAGLE(S) DISCONNECTED DURING DEMOLITION. G. FOR REASONS OF CLARITY, TICK MARKS (GONDUGTOR DESIGNATIONS) MAY O UTILIZE WIREMOLD SURFACE METALLIC RACEWAY. NOT APPEAR ON THIS DRAINING. CONTRACTOR IS TO PROVIDE CONDUCTORS project# 02054 AS REQUIRED TO ACCOMPLISH THE INTENT OF THE DRAININGS. BIL EXISTING PLUGMOLD 15 SERVED BY (2)20A/IP CIRCUITS FROM (E) PANEL 'DI'. ii/ EXTEND CIRCUIT AND CONNECT REGEPTS AS SHOINN. D. COORDINATE ROUTING OF CONDUIT THROUGH EXISTING BUILDING WITH ARCHITECT FLOOR PLAN CE2 - POWER PRIOR TO ROUGH-IN. PROVIDE 50A/2P CIRCUIT BREAKER IN SPADE AT PANEL AS INDICATED AND ONE LINE DIAGRAM O CONNECT RANGE CIRCUIT. E. 'I-HOUR' OCCUPANCY SEPARATIONS ARE PROVIDED IN THE REMODEL AREA. SEE ARCHITECTURAL PLANS FOR LOCATIONS. CONDUIT PENETRATIONS ARE TO BE SPRING WOUND TIMER SWITCH FOR CONTROL OF EXHAUST FAN, 0-12 HOUR, SEALED TO MAINTAIN OCCUPANCY SEPARATIONS. O INTERMATIG OR EQUAL. 0 CONNECT ELECTRIC HEAT TRACE, 12OV. COORDINATE WITH DIV. 15. E3 • 1 111 i' ._, o � , \ / / / - _ 1 I 1 / - - - - - - - - - - - 10— - - - - - - - - ��lll VV- 1 i - - - - - ' - - - - - - -- - - - - - - - - - P I CAGES 10 - Q ; 503 - 12O) ARCHITECTURE + INTERIORS+PLANNING (--- V - 0 18 i■■■■.■■. GIRL S _ CORK. ; y10 i I ■—��t l►.. 1■ /■■■■! 4 L■ "i■\ ► ►� (7 ill !_ 2OG.". HALL O 504 LOCKER O 507 0 r D 501 I8 6-24.26. _ G.P.ib 0 Ili N r v o cs• - r- \--„,____ - .._ TLTS O. 505 ' I -- I I 6 c, l R AI 0I6 Y W W •v O o o z J .. DANCE.ST. • : (I 511 504 o ,_,, v P ► - SHWRS ' 1 I© ..j i�. - OFFICE z h o �., 506 ©V27 `l ► N L d� 508 O v Z N _ _ o� _ Q - ■ Ie f = GENERAL NOTES y - . �■ ■ �■e■■.. 16 n ■Il ■ gra TLT _ z_ _ (E) P ANEL '48 17' - _ _ _ - - - ij - i� _ 5I0 Iq, - - - - - A. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF ALL INIRIN6 DEVICES )-- IN ELECT. CLOSET FIRE/SMOKE DAMPER _ ► � own., SMITH ARCHITECTURAL INTERIOR ELEVATIONS. �' z CA ABOVE RELAY FOR RTU-041 6-12. P `I' �„ "' SEE DET SHEET E4.21 E STOR. 14 m B. MAINTAIN FIRE RATING WHERE CLOCK BAGKBOXES OR OTHER DEVICES ARE -.. < N 512 6 TEAM OFFICE UT INSTALLED IN FIRE RATED HALLS OR CEILINGS. COORDINATE WITH ARCH. -I N 518 o, ° III FIRE ALARM REMOTE L 6-6.8. i 514 G. FOR REASONS OF CLARITY, TICK MAR co co ■ MARKS (CONDUCTOR DESIGNATIONS) MAY � M r.: POWER SUPPLY 1 _ 14 NOT APPEAR ON THIS DRAINING. CONTRACTOR 15 TO PROVIDE CONDUCTORS -" 6=I1 i 411 _� AS REQUIRED TO ACCOMPLISH THE INTENT OF THE DRAWINGS. ; LEL 0 PANEL '6' CORK. 1 7 D. COORDINATE ROUTING OF CONDUIT THROUGH EXISTING BUILDING V UTH ARCHITECT 513 L ■_6 TEAM STOR. PRIOR TO ROUGH-IN. 0 XFMR 'T-6' 4i►b G-IO. ;- .5i5 0 i o E. 'I-HOUR' OCCUPANCY SEPARATIONS ARE PROVIDED IN THE REMODEL AREA. SEE #10 I4i1`� ARCHITECTURAL PLANS FOR LOCATIONS. CONDUIT PENETRATIONS ARE TO BE C.F.I.( �� SEALED TO MAINTAIN OCCUPANCY SEPARATIONS. w CORR. ' ' : III _ z - o ° 521 I ■ - Q - z z ,_ °' `r GIRLS ,,C Pf �� TEAM !� Q j iw Z >- 5I7 '�� ■ 6 516 6-14.I6. � ! !: :w 0 STOR. 1110 om520 1— — — — — .�_1 U1 Z1 -- w< o 0 PLAIN NOTES ° D & o < o two CONNECT ELECTRIC HAND DRYER EHD' - 23OOW, 120V. SEE ARCHITECTURAL z ° r� Q Q 0 PLANS FOR ROUGH-IN MOUNTING HEIGHT. w o °o ° o w 0 I., < Lt._ .. MrEXTEND EXISTING BRANCH CIRCUITS FROM REMOVED PANEL 'G' LOCATION AND >- ° = 00 RECONNECT. SEE SHEET EI.21 FOR REMOVED PANEL 'G' LOCATION. '= m o ° '" FITNESS MOUNT ROOFTOP RECEPTACLE ON UNIT ENCLOSURE WITH CIRCUITING ROUTED z X °. _ D .= 0 THROUGH UNIT BASE. i- O wrni- O o ROOM 522 MODIFY EXISTING IX 6 CIRCUIT TO REMOVED UNIT RAGU-2 TO SERVE RTU 04�. 1 © REMOVE EXISTING CONDUCTORS, PROVIDE CONDUCTORS PER SCHEDULE. REMOVE EXISTING 25A/3P CIRCUIT BREAKER AT (E) PANEL 4A16, REPLACE CD 0 WITH 35A/3P CIRCUIT BREAKER AND CONNECT. CONTRACTOR TO VERIFY O = CONDUIT SIZE AND REPLACE IF REQUIRED. > ■■ Ilk ' PROVIDE CIRCUIT TO 'RTU-048' PER SCHEDULE. PROVIDE I5A/3P CIRCUIT 0 Cn �M 8 g 0 BREAKER AT (E) PANEL 4A16 AND CONNECT. ROUTE TO PANEL WITH 'RTU-04T ct- (Ii , , •_ , Q I i11110 I) CIRCUIT IN NOTE #4. N J M 1- -1 (E) (E) qE TRANSFORMER 'T-6' TO BE FLOOR MOUNTED ADJACENT TO PANEL. �� Lo © ... L CD (_ _J TRANSFORMER T-6 BONDING CONDUCTOR CONNECTION AT WATER PIPE ABOVE N 6-22. i © ACCESSIBLE CEILING. �'� 0 ....... c.,9 ....= . ... .. TRANSFORMER 'T-6' GROUNDING CONDUCTOR CONNECTION AT METAL HATER Q I 0 I'4 PIPE. CONNECTION TO BE MADE WITHIN 5 FT OF UNDERGROUND PIPE ENTRANCE 1 TKII I) INTO BUILDING. CO - HEALTH , VIA RTU-041 FIRE/SMOKE DAMPER RELAY IN P.E. STORAGE 512. SEE DETAIL R 0 0 M Mr SHEET E4.21. �. M MINIM 524 (E) coo4- VEST. 4g/ - C as p M -C 2 523 FSD Cla CP) = ce 4 , _ r OC co 1 . .g N im 4 0 - 0 , , U alp t k-____. E 0 ce z .g Ca CSI � S' O_) ._ -- in (E) a p I i cpcs ilce: I- oI- a .,c_.© PROFS, -: C�`G' ti„G 1 NE- si'y'x - - — •4`' 16,597 -1 1 % OREGON 14Y 20, 3 EXPIRES 12-31-2007 I I Consulting Engineers n 2007 S.E. Ash St. I I I Portland, OR 97214 A PHN: (503) 234_0548 EQUIPMENT SCHEDULE I M(503) 234-0677 NC. FIA ENG.COM I I NO. EQUIPMENT NAME HP/KW VOLTS PH AMPS CONDUIT WIRE GND 1 CIRCUIT t , R ROOFTOP RTU47 ROO TO UNIT NO. 047 480 3 30.0 MCA 3/4" 3#8 #10 (E)4A96-1.3.5. I I E__ RTU48 ROOFTOP UNIT NO. 048 480 3 8.7 MCA 1/2" 3#12 #12 (E)4A96-2.4.6. -� RC041 REHEAT COIL NO. 041 2 KW 208 1 1/2"C 2#12 #12 G-28.30. �--- �--� 1 I I RC042 REHEAT COIL NO. 042 1 KW 208 1 1/2"C 2#12 #12 G-32. 0 0 0 1 L k e y plan phase 4 CONSTRUCTION DOCUMENTS CO FLOOR PLAN PHYSICAL ED. - POWER .21 SCALE: 1/8"=1'-0" date 03.01.06 revisions l project# 02054 FLOOR PLAN PHYSICAL ED - POWER TRUE PROJECT NORTH NORTH � r l � I E 3 • 2 I % __ N. �� Q._5) , /' O o 0 -..U / i 17- -1 / - i ■ - ARCHITECTURE + INTERIORS+PLANNING L.. = .... I ____ O 0 0 — ------___ / _____\ = IT I-- _ _ _ - V _ -1 0 0 • • o 0 F. . . .cetcc-4rc a-,)- E ccf!tza lt-, (E)rA hd o *tzt 1 — g i I I: o * Ili iii - 1-- M cc 0 " a. cp 0 0 — 62 .... I] I I 0 CV ft " CO ..**4 CD It, H O(R) c.) 0 0 C, 1 0 /ZS X SO 1 CO ...1 < CD i " i CORRIDOR ....1 c.) 1 BUSINESS 276 g M c) 0 0 LAB a) to 256 0 / I d&1 — I ---,k IMF il — \ il ;1 ---- *------ LIJ ii') I I O 0 I L I-- J J (E)• 1 _ i ----1 j 7A.._ 1 f I I , )D ::-. •. -1) I I -- CORRIDOR i r\- - CORRIDOR 2T7 1:-- w. 0 Nza32 -LiE:j1.- —t ® 0 0 0 0 257 0 0 ® ..-. bow al) 0-.44.1.,...„3 (R) (R) (R) ©(R) MOW -1 :1Er z----- _J Lc-i-Qi < z , ----- 0 ® - 0 D <c o CD - C 0 __A C.D0C) r:..,: . ith,„ - 0 11111111111111 I MIN MINI MIMIIIIIII IIIIIIII MIN=1 MINE MIN MINN ____. _ Cle 1-- Zo 00 0 ""' Ull11111111111111111111111111111111111111=1 ir,,, --- _ LL. 0 z fX 0 0 0 0 0 51 i HUB RM 280 LII INN mill 4111i\ 1 ____ I 411 (n o cc E f->----- 1-- i -6 8 fi-dcef.°L<LE-u) ,,q;._ -,-?,c2 .J EIU —77 Fri N, , ___ __,._ ,, _ ,_, I Ce / II CAREER _._ am -I--', CENTER — 0 CD C.,„) g 258 ACCOUNTING COMPUTER VIDEO • ..... > Rate • LAB GRAPHICS PRODUCTION — • A 11-67i311:1).„,„----o‘4-141611-1()::1 :c1)43)Ecea.:LI-.)')6:1-0)::543::%"---. 0 0 __T__ _ _ _1-i, 25G1 PROGECT 261 265 — Co T... __I_____; ,' ,.i ROOM 111/ (1) 0 .... 1 262 , ____, 1 (.1) mill a ELECT. IN — - 27ci (:)(R) _ -- _ I": 1 I IMil 0 ---1 • . . _ . . c) 0 MINN (.9 ,..,c O 0 .III PROJECT a M — 0 (1)436 264 _ &1E) - — — r- GENERAL NOTES NIC V) — I A. CONTRACTOR SHALL COORDINATE XACT LOCATIONS OF ALL INI RING DEVICES _ - I lAll TH ARCH I TECTURAL INTERIOR ELEVATIONS. lamielliiii I I 1 r 1 CO 0 co ...... _ 1 B. UNLESS OTHERINI SE NOTED, ALL DATA/TELEPHONE, INTERCOM AND TV OUTLETS 1 I L — ARE TO BE PROVIDED WITH 4"X4"X2.5"12 BOX HI TH 51 NGLE GANG MUD-RI NG. INIC Pil - NM=0 I; .1i. El PROVIDE I"C FROM DATA/TELEPHONE OUTLETS TO ACCESS I BLE CE I L I NG SPACE, 0 all I o. I 1 0 a II • PROVIDE 3/4"G FROM INTERCOM AND TV OUTLETS. - _ 0 0 IIII a moo 1..... E cli- - al NI C. MAINTAIN FIRE RATING INHERE BAGKBOXES OR OTHER DEVICES ARE INSTALLED _ IN FIRE RATED HALLS OR CE I L I NGS. COORDINATE WITH ARCH. 1 • ' 11 CAREERS 'V -F2. ,,,,,,,, . twin, . CL A-S-S-R-0 Ott -, D. 'I-HOUR' OCCUPANCY SEPARATIONS ARE PROVIDED IN 'THE REMODEL AREA. SEE I 111 ARCH I TECTURAL PLANS FOR LOCATIONS. CONDU I T PENETRATIONS ARE TO BE (‘S CNI ,C0 ' ---„„„„ , r-----I 265 r----1 r ----1 11111111 SEALED TO MAINTAIN OCCUPANCY SEPARATIONS. /2) 1_1_11 iffilm 1 , a MAFRK E-rtiv G E. SEE SEPLICGTRIF I CICAALTI 011°RKNS. 1 @(R) SHOHN ON THIS PLAN 15 INCLUDED A5 AN ALTERNATE. •Ems _. c) LAB i 11 266 1 I IIII 0 I- 0 I--- 0 0 III • L____J L____J L____J L__J CAD/COMP. sa LAB I 267 II CORRIDOR c.1 c. 4' # r----1 r----1 r- 1 1------1 . 2'75 44k5' 1 6,597 1:-. a 0 I _...------ rill I PLAN NOTES - OREGON - 1'1 I' fii) III 0 EX I STING FIRE ALARM PULL STATION TO BE LOINERE17 TO +46" A.F.F. TO COMPLY 4h, 2O, .\,\,, LJ LJ LJ LJ II , ! 0 0 HI TH ADA REaMTS. PROVIDE FLUSH BOX WITH HIRING CONCEALED IN HALL CAVITY Y ,. I imm I _,,,,,.., ra : . 1110 IF POSSIBLE. UTILIZE HIREMOLD SURFACE RACEWAY HI TH SHALLOIN SURFACE BOX , EXPIRES 12-31-20071 ! MI IF CONCEALMENT 15 I MPRACTI CAL. . ii D 1 . • , , 1 II Mk PROVIDE 3/4"C FROM 4" 59 J-BOX TO ABOVE CEILING FOR °HINER'S SECURITY , 1 Consulting Engineers 0 0 . o I IT DEVICES. VERIFY J-BOX HEIGHT WITH OWNER. , ii 2007 S.E. Ash St. 0 0 am. ••••NI Portland, OR 97214 , _ , --, — -r 1 --sr, . hilk. PHN: (503) 234-0548 til_I T. ti al io 0 PROVIDE 3/4"G FROM DOOR FRAME TO ABOVE CE I LING FOR °INNERS SECURITY Y III BUSINESS VEST. 274 1 ii FAX: (503) 234-0677 OFFICE/STOR. 275 - 01 1 EOM INC.WWW.MFIA-ENG.COM , ©(R) _‘11111 rammi..= Iv 268 I—I III II APIL (R) NOTATION INDICATES RELOCATED EXISTING NG DEVICE. REVISE CI RCU I TING AS ' 0 0 I 0 , 01 to 4111 0 , ES(E) I 11 gm 4111, Vir REQUIRED AND RECONINECT. TYPICAL. I I _-- --En--1 BUSINESS 17-) 01 10 ' LAB .. s ' 4 , I 26c1 CORR. I 4 I i■jr 1 1■1011•111 .■1 L.. 272 . .X1 CA I (E) 1 0 0 01 1) 1 ALL ELECTRICAL WORK SHOWN ON THIS PLAN 15 INCLUDED IN ALTERNATES WWI — 1 .1, CORRIDOR L, , (E) • IllikaN .... am I ' 278 AS FOLLOINS: CORR. X gig.... I .21 ' 270 0 - L 1111111M. 0 ALTERNATE #1 - SMOKE DETECTORS AND SPEAKERS AT CE IL I NGS, LONER 0 0 11114 1 LQ.-..... 2 Q _ PULL STATIONS PER NOTE I, ADD STROBES/HORN STROBES. IIP"IIII _J M MMI i 11 -r (E) (E)" I 0 1■1111..........■■•■ D 11110 I I ALTERNATE *2 - MAGNETIC DOOR HOLDERS AND SEGUR I TY ROUGH-IN PER k e y P I a n LWOOMENEMOM IMMO - - I I MEM. MINIIIMMOMENI 1 11 imil.....a 0 NOTES 2 AND 3 AT ADDED CR055-CONNECT DOORS. 0 0 D (E) Iii 4 SEE SPEC I F!CATIONS FOR COMPLETE ALTERNATE DESGRI PTI°NS. phase 4 CONSTRUCTION 11311,. (R) 00 0 0 0 CORRIDOR ® 0 0 (:)(R) J P 1 (R) 0 2-11 (R) DOCUMENTS 0 • 0 (E) a(E) - IA• 0 0 rd. date 03.01.06 0 °_.] e/ 1 , , , _ = ,...t..... ____ =.-.....111 11-- ,....., 11 . li 1 ii,„ 11-11-11111 h GI il I _II -il . ,,,,., 11 . __..._.......,_.... ....,._. - (E) INTERCOM - MASTER PANEL (E) FIRE ALARM CONTROL PANEL _ I ■INMI■111. I II I 0 . 0 immel CI(E) 1 0 il 1111 1 R MAIN FLOOR PLAN BUSINESS/TECH . - SIGNAL E4.1 I revisions project# 102054 Vii F MAIN FLOOR PLAN I IN 1 =1=1:1====== 1----11---1F---- 1 II il I BUSINESS/TECH. SIGNAL _ -) :t 1 i TRUE PROJECT NORTH NORTH E4 • 1 (04 Ilk kv■I moyi ,.....iw \‘. .1.w __,_____. ki I O o T ,„ _______Ti___. r --V- '-- - >j ©(E) _ I?1 I — 1 (J (E)Q O(E) Q (E) �© O(E) ARCHITECTURE + INTERIORS+ PLANNING I (E) 1 CAGES 0 (E) J _ ‹ › ic 505 itc. © wG_ Th2ELILII0 ° 0(E) ® • �w c. WG.pV w(J © LOCKER (E) ;4 i U ( 0 'J50� = y, O(E) 0(E) r,., . N N v D CORR. IDLE 1 ■1 1■ 0 IW a) o D wG.■ _ 501 , © �• w CLASSROOM Y ° '� d �. w c. - ' - il�' © _ , , ELECT 405 W Q [ - - - - • - - - - - 406 TRANSITIONS W z T ■ ■ w.G. w •G. 0 p W.G. 0 C I CE-2 (1 ,(---- 415 v er - 50 W.G. G.p. 505 �� :�© CHANGE r0 Q [ 402 ''y .� a o 1. SOq (R) - w _ I I 1 ( ■ W.G. Z y Q c 3 DANCE.St. ■ ® 0 0 (---- ti 511 ' •V■ H ALL • cy . r, N" — _ SH WR S W.G. © 504 © • ® OFFICE �_ ©(E) Ai _ . 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CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF ALL WIRING DEVICES � h WITH ARCHITECTURAL INTERIOR ELEVATIONS. 0 Ci) r- 0 e ,' B. UNLESS OTHERWISE NOTED, ALL DATA/TELEPHONE, INTERCOM AND TV OUTLETS u) M ARE TO BE PROVIDED WITH 4 X4 X2.5'D BOX WITH SINGLE GANG MUD-RING. PROVIDE I"C FROM DATA/TELEPHONE OUTLETS TO ACCESSIBLE CEILING SPACE, 03 0 . Lo TO MAGNETIC — — — -�..-(E) TO FIRE SHUTTERS !C ,� CD . - V 1_. , �. © PROVIDE 3/4 G FROM INTERCOM AND TV OUTLETS. DOOR HOLDERS --� (PHASE 2) i� _ a G. MIRING FOR DATA/TFI FPHONE, INTERCOM AND GATV SYSTEMS SHALL BE RUN EXISTING 0.. "'� 0 IN CONDUIT TO ACCESSIBLE CEILING SPACE. O FIRE ALARM mow CD -c 2 ® D. MAINTAIN FIRE RATING WHERE BAGKBOXES OR OTHER DEVICES ARE INSTALLED (E) TO MECH SYSTEM CONTROL DATA LOOPS, AS REQ D, TO SMOKE '� PANEL FOR F IRE/SMOKE PANEL, DETECTORS, PULL STATIONS, FIRE WC°IN FIRE RATED WALLS OR CEILINS. COORDINATE WITH ARCH. DAMPER CONTROL. 'SIMPLEX' SPRINKLER RISER AND DUCT Cn p.9(E) --- (E) (PHASE 2) - --0• I is -SMOKE DETECTORS CO VEST. ® b E. 'I-HOUR' OCCUPANCY SEPARATIONS ARE PROVIDED IN THE REMODEL AREA. SEE #4020 .r 523 ARCHITECTURAL PLANS FOR LOCATIONS. CONDUIT PENETRATIONS ARE TO BE T - SEALED TO MAINTAIN OCCUPANCY SEPARATIONS. Q (E) (E) TO ELEVATOR CONTROL CO HEALTH PANEL FOR 'RECALL' NOTIFICATION APPLIANCE ■■.. W CD (E) ROOM FUNCTION. CIRCUITS. PROVIDE REMOTE M 524 (PHASE 2) _me_ --I 1 - POWER SUPPLIES AS REQ12 �i ca ce , ■_ E V- -�— PLAN NOTES T gil ►J4 EXISTING FIRE ALARM PULL STATION TO BE LOY€RED TO +48" A.F.F. TO COMPLY i ii... co Iiir WITH ADA REQ'MTS. PROVIDE FLUSH BOX WITH WIRING CONGEALED IN WALL CAVITY L J �■. ® IF POSSIBLE. UTILIZE WIREMOLD SURFACE RACEWAY WITH SHALLOW SURFACE BOX O _ {)P IF CONGEALMENT IS IMPRACTICAL. �• T e _ Is t� CO 0 (E) (E) (R) NOTATION INDICATES RELOCATED CLOCK, TYPICAL. SEE DEMO SHEET EI.2I. FIRE ALARM SYSTEM NOTES N © I. PROVIDE WIRING, BAGKBOXES AND ALL OTHER ITEMS NECESSARY FOR A COMPLETE • W Z g 1 WORKING INSTALLATION. PROVIDE WIREGUARDS INHERE GALLED FOR ON THE DINGS. ■� 2. LOW VOLTAGE WIRING MAY BE RUN OPEN ABOVE ACCESSIBLE GE I L I NG AREAS. LOW - I I I � VOLTAGE WIRING CONGEALED IN WALLS OR OTHER INACCESSIBLE AREAS TO BE IN CONDUIT. <--:::3:NREZSS/oCnC!:1---"CrctC-2) 3. REVISE EXISTING FIRE ALARM SYSTEM CABLING IN CONFLICT WITH NEW CONSTRUCTION. �<v� EXISTING GABLES ARE LOCATED IN TUNNEL SYSTEM AND ABOVE SUSPENDED CEILING 16,597 o� AREAS. MODIFY SYSTEM AS REQUIRED. OREGON CO IAL FIRE ALARM SYSTEM ONE LINE ARTS PROVIDE PAGING SPEAKERS AND ,21 SCALE: NTS ROOM GALL SWITCHES IN REMODEL EXPIRES 12-31-2007 AREAS TO MATCH EXISTING. SEE PLANS FOR LOCATIONS. Consulting Engineers 2007 S.E. Ash St. Portland, OR 97214 CABLING PER PHN: (503) 234-0548 1- -� MFG REQ'MTS NORMALLY ENERGIZED tII�.MFIA, 234-0677 INC. ENG COM I HOT (OPEN POSITION), NEUT 0 Q DE-ENERGIZE TO CLOSE { -- PAGING ROOM - SPEAKER GALL SWITCH { I --- CABLING PER RELAY, TYPICAL • /∎ MFG REQ'MTS (E) CABLING O OR EACH AIR SFD HANDLER-A YL--- i ; El — 2 -r- — — 0 — \ . f■ L i F L (E) PAGING (E) ROOM S 0 L_ -} SPEAKER GALL SWITCH I- -`'--� j— (E) 'RAULAND' INTERCOM • CONSOLE IN MAIN OFFICE I I SFD k e y p l a n 2 MAI N FLOOR PLAN PHYSICAL T D. - S I G N A T AREA. INTERCEPT (E) CABLING. UTILIZE TERMINAL BLOCKS IN SCREW COVER, NEMA I J-BOXES. LOCATION OF h - - - -1 r - - - 12OV DAMPERS F4.21 SCALE: 1/8"=1'-0" J-BOXES TO BE APPROVED BY OWNER. LABEL (E) FIRE I I(E) 'DDG' 1..........--— R • VERIFY QUANTITIES J-BOXES AS 'INTERCOM'. LABEL TERMINAL BLOCKS ALARM I I CONTROL I -1 AND LOCATIONS phase 4 CONSTRUCTION IN A MANNER ACCEPTABLE TO THE OWNER. PANEL I I BUS I L. T I WITH DIV. I5, h- —1\i t-— J DOCUMENTS INTERCOM/PAGING NOTES I i SEE date 03.01.06 I. REVISE EXISTING CABLING IN CONFLICT WITH NEW CONSTRUCTION. EXISTING CABLES I DIV. 15 LV CONTROL WIRING ARE LOCATED IN TUNNEL SYSTEM AND ABOVE SUSPENDED GLG AREAS. CONTRACTOR L- - - - J I- - - - J BY DIV. IS . TO VERIFY AFFECTED GABLE LOCATIONS, MODIFY' AND RECONNECT AS REQUIRED. revisions ALL UNUSED GALES ARE TO BE REMOVED. (E) INTERCONNECT WIRING 2. CONTRACTOR HAS THE OPTION TO REUSE EXISTING CABLES TO SERVE NEW DEVICES. BY DIV. 15. COORDINATE MODIFY AS REQUIRED AND RECONNECT TO PROVIDE A COMPLETE AND OPERABLE WITH DIV. 15 SYSTEM. 3. PROVIDE WIRING, BAGKBOXES AND ALL OTHER ITEMS NECESSARY FOR A COMPLETE NOTES WORKING INSTALLATION. PROVIDE WIREGUARDS MERE CALLED FOR ON THE DINGS. RELAY TO BE NORMALLY ENERGIZED, DE-ENERGIZED UPON ALARM 4. LOIN VOLTAGE WIRING MAY BE RUN OPEN ABOVE ACCESSIBLE CEILING AREAS. LOW V CONDITION (ALLOWS DAMPERS TO CLOSE). PROVIDE WITH 20A CONTACTS VOLTAGE WIRING CONCEALED IN WALLS OR OTHER INACCESSIBLE AREAS TO BE IN AND COIL VOLTAGE AS REQ'D BY DDC PANEL. EACH RELAY TO CONTROL CONDUIT. SMOKE/FIRE DAMPERS ASSOCIATED WITH ITS RESPECTIVE AIR HANDLER. MOUNT RELAYS IN NEMA I ENCLOSURE IN P.E. STORAGE 512. project# 02054 5. VERIFY 'PAGING ZONE' REQUIREMENTS WITH OWNER, PROVIDE CABLING AS REQ'D. FLOOR PLANS INTERCOM SYSTEM MODIFICATIONS FIRE/SMOKE DAMPER CONTROL CE2/PHYSICAL ED - SIGNAL X4.21 SCALE: NTS F4.21 SCALE: NTS TRUE PROJECT NORTH NORTH i,,,, E 4 . 2 1 (-4," A k I ri, ��