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Specifications (3) BU P2008-00317/S IT2008-00020 TIGARD SENIOR CENTER 8815 SW O' MARA ST City of Tigard, Oregon • 13125 SWHa11 Blvd. • Tigard, OR 97223 September 25, 2008 • , • NI RE: ADDITION tet:'tftV3Atrk' Project Information Building Permit: BUP2008-00317 Construction Type: 5B Address: 8815 SW O'Mara St. Occupancy Type: A-3 Area: 564 Sq. Ft. Stories: 1 Name: Senior Center Sprinkled: Yes The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2007 edition and the 2007 Oregon State Fire Code 1) All improvements made to the building shall be inspected prior to covering. 2) Make approved set of plans available for all inspections. 3) All framing shall conform to accepted engineering standards. FIRE LIFE AND SAFETY/ GENERAL The main exterior door or doors are permitted to be equipped with key-operated locking devices from the egress side provided: 1. The locking device is readily distinguishable as locked, 2. A readily visible durable sign is posted on the egress side on or adjacent to the door stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. The sign shall be in letters 1 inch (25 mm) high on a contrasting background. Sec. 1008.1.8.3 All exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Sec. 1008.1.8 Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Sec. 1011.1 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. Sec. 1006.3 FYI Additional exit signs may be required by the city field inspector to clearly indicate the path of egress. 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. Amended Construction Documents: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in compliance with the approved construction documents shall be resubmitted for approval as an amended set of construction documents. OSSC 106.4 Work Commencing Before Permit Issuance: Any person who commences any work on a building or structure before obtaining the necessary permits shall be subject to an Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard-or.gov • TTY Relay: 503.684.2772 investigation fee equal to the permit fee that shall be in addition to the required permit fees. OSSC 108.4 Inspections: Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work shall remain accessible and exposed for inspection purposes until approved. Approval as a result of an inspection shall not be construed to be an approval of a violation of the provisions of this code or of other laws or ordinances of the jurisdiction. Inspections presuming to give authority to violate or cancel the provisions of this code or of other laws or ordinances of the jurisdiction shall not be valid. OSSC 109.1 Approval Required: Work shall not be done beyond the point indicated in each successive inspection without first obtaining the approval of the building official. The building official, upon notification, shall make the requested inspections and shall either indicate the portion of the construction that is satisfactory as completed, or notify the permit holder or his or her agent wherein the same fails to comply with this code. Any portions that do not comply shall be corrected and such portion shall not be covered or concealed until authorized by the building official. OSSC 109.6 Use and Occupancy: No building or structure shall be used or occupied, and no change in the existing character, use or occupancy classification of a building or structure or portion thereof shall be made until the building official has issued a • certificate of occupancy for such change in character, use or occupancy, therefore, as provided herein. Issuance of a certificate of occupancy shall not be construed as an approval of a violation of the provisions of this code or of other ordinances of the jurisdiction. OSSC 110.1 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. 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. Respectfully, Dan Nelson Senior Plans Examiner (503) 718-2436 dann @tigard--or.gov • „ . • .' IP!: 1: (.2:4.•-.11.'..::.;;;....'•'.':'..;;;...Y.:.. ''''. 1' e**-', .. . . . , ... . ... ii . . . ...... .•, II , , I .: .. ,‘, .. PVC Membranes DeckShield Product Details DeckShield roof membrane is a skid resistant waterproofing system ' made from a composite layer of durable reinforced PVC. DeckShield ,,,.Nt,4„pi,,,,,,, . colors are fade resistant and suitable for all types of climates. .4 ,,,,,-,i ,,,„4,',. ' -'9-'i '' DeckShield was specifically designed for residential and commercial • e " i-, exterior walkways, patios,decks, balconies, around swimming pools, ;'41::,,,:+:'.1:';',' hot tubs, and locker rooms. It is designed to withstand heavy foot traffic.ffic DeckShield can be fully adhered to plywood, concrete, and most rigid surfaces. Most installations are completed in one day or Tan DeckShield Gray DeckShield less,and ready for foot traffic the next day. •Membrane:5'8”x 90'/500 sq.ft./0.060 mils. •Coverage:500 sq.ft. •Color:Tan, Gray. •Weight:200 lbs. •Packaging:All rolls individually wrapped with 6 mil plastic. Property Test Method Requirement 60 mil n Overall thickness of PVC sheet,inches D 751 ±10%,mm .045 .060±10% Optical 0.016 0.02 lakkoess mow scrim lathOptical Breaking strength,lbf/in D 751,A-Grab Method MD 200 MD 326 XMD 200 XMD 288 Ekowystkm at break,% D 751,A-Gab-Method XMO 35 MD015A MD 35 xm 15, Seam Strength D 751,A-Grab Method 75% Pass Roterans 0 peqmilles atter heat 4049 03045,176•F for56 days±1 h 11144Ing Moth^/6 of MOW D 751,A-Grab Method 90% Pass lAmgatbso,%of(MOM 0 751,A-Grab Method MS Pass Tearing strength,Ibf D 751,B-Tongue Tear Method,8"x8" xMDD445 MD 65 m 5 XMD 50 tow tompwidase bend 0 2136 -40°F Pass Accelerated weathering test Practice G154 5000 hrs Cracking 7x magnification None None Crazing 7x magnification None None Must&mislead disqe 01204,1761 br 6 h MD±0.5 -0.4 AID±0,5 0.0 Change in weight after immersion in water Ualkhotbeetesistooce(th) D 570,158±2°F for 168±1 h ±3.0 <3.0 0 5602,331hf@ 73•F±2.F Pass Pass Dynamic Puncture resistance(lb) D5635,20J @ 73°F±/F Pass Pass , • ' , r, , „."., . „Th„. .11 ,.. re,. qt. gy.: l''''''I'' ' - '''''..s ts(1,-..t. .'. • ' - . ..,: i• . ...,/...,,,d i -, eTrlitxf:,1,4-1'. ' ,-.Li-.- ! . • - .-.,' . -...,..: .. ,i*.;.. in j:4...,,,L - % — 1,5 goili:: .! 1 4,,'i.284 '-i ' f k,-,'Irii,,,..!:,-,,....•:-, ,.. ,,,,,,,iii:,,,.,, ..,1.: ..,, ,,,,...:- CGT Material Safety Data Sheet SECTION 1. PRODUCT IDENTIFICATION AND USES COMMON/TRADE NAME: CI# Not Available IB CPA MEMBRANE Synonyms: DSL Not Available CPA Laminate (Copolymer Alloy)/Sheeting Chemical Name: CAS# Not Available Polyvinyl Chloride-Nitrile Rubber Diendi(PVC) Chemical Formula: Code CGT-009-04 Not Available CGT-009-03 Chemical Family: Plastic Molecular Weight not available Supplier: IB ROOF SYSTEMS 2877-B Chad Drive Eugene, OR 97408 Material Uses: Single-ply roofing membrane SECTION 'IA: First Aid Measures Eye Contact No known effect on eye contact, rinse with water for a few minutes. Skin Contact No known effect according to our data base Inhalation Allow the victim to rest in a welt ventilated area. Seek medical attention. 'gestion Do not ingest. I SECTION 2. HAZARDOUS INGREDIENTS Name CAS# % by Weigh Exposure Limits LC50/LDS0 Laminate 1)PVC Resin 40-70 2)Phthalate Plasticizer 25-50 3)Antimony Oxide 1309-64-4 2-5 4)Chemigum P83 9003-18-3 5-18 Not Available Not Available Sheeting 1)PVC Resin 9002-86-2 30-60 2) Phthalate Plasticizer 7-13 3)Calcium Carbonate 471-34-1 10-30 SECTION 3. PHYSICAL DATA Physical State and Appearance: Color: Various Colors Solid PH(1%Soln/Water): Odor: Characteristic Not Available Odor Threshold: Taste: Not Available Not Available Volatility: of Available Melting/Freezing Point: 160°C (320°F) Boiling/Condensation Point: Not Available Specific Gravity: 1.35(Water=1) Vapor Density: Not Available Vapor Pressure: Not Applicable Evaporation Rate: Not Available Viscosity: Not Available LogKow Not Available tonicity(Surface Active Agent): Available Critical Temperature: Not Available instability Temperature: 420 Fl 400 F. (Hazardous decomposition occurs at 's temperature.) .snditions of Instability: HCL gas is evolved Dispersion Properties: Not Available Solubility: Insoluble in cold water, hot water. SECTION 4. Fire and Ex • losion Data The Product Is: COMBUSTIBLE Auto-ignition Temperature: 412°C (773.6°F) Fire Degradation Products: HCI gas, CO, 002. Hazardous emissions may occur during processing at elevated temperature. Flash Points: CLOSED CUP: 301°C (573.8°F). Flammable Limits: Not available Fire Extinguishing: SMALL FIRE: Use Dry chemicals, Co2, water spray of foam. LARGE FIRE: Use water spray, fog of foam. DO NOT use water jet. All fires produce toxic gases. Fire fighters should use self contained breathing apparatus and full protective gear. Flammability: No specific information is available in our database regarding the flammability of this product in presence of various materials. Flammable when exposed to external ignition sources such as shocks, heat, flames and sparks. Risks of Explosion: Risks of explosion of the product in presence of mechanical impact: Not sensitive to impact. Risks of explosion of the product in presence of static discharge: Not explosive. No specific information is available in our data base regarding the products risks of explosion in the presence of various materials. SECTION 5. Reactivity Data This product is stable. Hazardous Decomposition: HCI gas. Degradability: Not available. )ducts of Degradation: HCI, carbon oxides (CO, CO2) Not available. Corrosivity: No specific information is available in our data base regarding the corrosivity of this product in presence of various materials. At elevated temperatures, HCI gas may be emitted which is potentially corrosive. Reactivity: Not considered to be reactive according to our data base. SECTION 6. Toxicoloc ical Properties Routes of Entry: Ingestion TLV: Not available xicity to Animals: LD50 Not available LD50 Not available Acute Effects on Humans: Not available Chronic Effects on Humans: Carcinogenic effects: Not available. Mutagenic effects: Not available. TERATOGENIC EFFECTS: Not available. Toxicity of the product to the reproductive system: Not available. There is no known effect from chronic exposure to this product. Repeated or prolonged exposure is not known to aggravate medical condition. SECTION 7. Preventive Measures Waste Information: Recycle to process if possible. Consult your local or regional authorities. Waste Stream: Not available Storage: Keep container in a cool, well-ventilated area. Precautions: Use process enclosures, local exhaust ventilation, or other engineering troll to keep airborne levels below recommended exposure limits. Keep away from sources of ignition. ' Small Spill and Leak: Use appropriate tools to put the spilled solid in a convenient waste disposal container. trge Spill and Leak: Use a shovel to put the material into a convenient waste disposal _ontainer. Prevent entry into sewers, basements or confined areas. Eliminate all ignition sources. Protective Clothing: Boots. Full Suit,,Gloves. A self contained breathing apparatus should be used to avoid inhalation of the product when exposed to extreme temperatures. Safety glasses. SECTION 8. Classification TDG Road/Rail: Not a TDG controlled material. Maritime Transportation: Not available. WHMIS: Not a WHMIS controlled material. Tderal and Provincial Regulations: Not available. SECTION 9. Protective Clothing Gloves, PVC. Safety glasses. Emergency Phone #: CGT (519) 5234 630 to the best of our knowledge the information contained herein is accurate. However,neither the above named supplier not any of its *lanes assumes any liability whatsoever for the accuracy or completeness of the information contained herein. Final determination of ..ility of any material is the sole responsibility of the user.All material may present unknown hazards and should be used with caution. Although certain hazards are described herein,we cannot guarantee that these are the only hazards that exist. City of Tigard, Oregon 13125 SW Hall Blvd. Tigard, OR 97223 September 25, 2008 q• III z*1 RE: SITE WORK t '? {s � Project Informationf 01 Building Permit: SIT2008-00020 Construction Type: 5-B Address: 8815 SW O'Mara St. Occupancy Type: A3 Area: 564 Sq. Ft. Stories: 1 Name: Senior Center Sprinkled: Yes The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2007edition and the State of Oregon Fire Code (OFC), 2007 edition. The submitted plans are approved subject to the following. EROSION • Erosion control measures shall be in place prior to excavation or grading. FIRE DEPARTMENT ACCESS • The driveway is considered a fire department access roadway. The driveway shall be capable of supporting a gross vehicle weight of 60,000 pounds. ACCESSIBILITY • Accessible walkways and routes shall not exceed a running slope of 1 unit vertical in 20 units horizontal (5% slope). Cross slopes shall not exceed 1 unit vertical in 50 units horizontal (2% slope). • Accessible parking spaces and access aisles shall be located on a surface with a slope not to exceed 1 unit vertical in 50 units horizontal in all directions. 1104.4.3 OSSC 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 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. 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. Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard-or.gov • TTY Relay: 503.684.2772 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, Dan Nelson, Senior Plans Examiner (503)718-2436 dann@tigard-or.gov __... ,: co4 6 8 9 10 0 1 ,,..1 .. - - MIUMM . .. .. ..I - - - - _ _ - - - - - ""♦ I I I Lrs:I, Ilem___ 1 I 1 AREA OF WORK 1 I AO 1 1 1 1.• I I I TERRACE I ► I I I ARCHITECTS I - - - /\""."/'660 SF I GENERAL NOTES I � (44/15) I 720 NW Davis 503.221.1121 IR I I 1 1. THIS CODE ANALYSIS PLAN IS FOR REFERENCE ONLY.SEE ALL Suite 300 503 221.2077 D I 1 O. I OTHER PLAN SHEETS FOR CONTRACT DOCUMENT I i 1 INFORMATION.THIS CODE ANALYSIS IDENTIFIES SOME Portland OR 97209 www.IrsarchlteCts.com I 1 I I I ( SPECIFIC BUILDING CODE REQUIREMENTS BUT IS NOT e 1 44 1 INTENDED TO LIST ALL BUILDING CODE REQUIREMENTS. 910410W01 - A. Vilhh 2. SEE OTHER PLAN AND DETAIL SHEETS FOR ACCESSIBILITY ilailailhillaill , r„„.,,,,,,,,, „ti! - 1 iI A CONFORMANCE. ,,spo, ♦ ♦♦♦♦♦`�►♦�'"�'`�""I" _ �I� ��r■�ww_nrrl�'� --- ��i �■�wM r■r■�w��rr �nw .... – �.. _ �r� '► . Mk. i�''"r"'� w �� • !• ` ''�i�` ', ' ria 3. TE P R IT P LINE AND �'"�j�� / M C� (� ��► '�,�►, ''�;�► � SEE SI LAN FO EX DISCHARGE, ROPERTY �'0 r' -- '•' M • .► „t % dik ,/ 1� 111 SEE SITE WAY LOCATIONS. UL. ' ' ►Y ,�• 1 I I I�,, OFFICE OFFICE '� ... �;.,,� ► �,,� ��r ■ 207, , �� 1\2U6 s S`' W K r - : ° - �� r�i� -- 65 SF 1 r 67 SF ! . 4 -3 .. .. .. .. .. .. .. .. ..� �.. 18 _ - f 1 ! *ic; h;:i 4 ' c'►�► ' ' � �� ) .�315SF , " \ ► .___ .._.... .`..I (2/200 S ►.1 " ' .. ► - ,-..1 ! .. DINING / _ r�., � � �°'� � 212 Acr�VrrY � � r."�`"�`► �1► '{'�►. r,�►r / ', 211 ,\ _ ,,/,024 P "!',1�► 701.► L(SWc;(4I1I, COMD D / 1 e �,�,,, r1,� �� LEGEND G'. -1 "o, to 1iI► WORKROOM �►' � ► ''1' OFFICE �'�h ,/�,,.. 122/15) ME • �'�'�� 112 SF 1� �� g�� OCCUPANCY GROUP A 2 AREA 2 , (,l► it* X14 ' i JJyOMEN ''�, 071,700. 114 SF 41 ^. '" '► (2/1 .1!!n. ___ (2/100) �I►i�►► rIrwk 3 50SF ��8� z0s 1►�1► �,�� ) ,� ►�,r/�► ) .,� ,�j�j� .,/Vw(2/200 _, W.. . i moat ►�.�,r......►►..* ( rah ✓`.� " -- ^ ,\ OCCUPANCY GROUP A-3 AREA CONSULTANT: ` I ! T♦"T S� •:.(':�♦ ♦�►-♦♦ 1%�`-=7♦■♦ ♦♦fir ♦`�r�►'1► �►'..i♦ ♦ ♦ '''"Ir1'♦♦ ♦♦I►�'°` ♦l►i► V�'v�'—r=,.:—:"' � . .. r'.► ►♦♦ t ♦♦♦� fir♦ �� B 1/200 � nn MI( ) w, _ I 83 ,�, . RETAIL•''A'e 1' I�' " '� ...r OCCUPANCY GROUP B AREA TR ��_rde ;: (E) 275 SF 'v.�'v /\� '""_1 - �,� (9/30) ' * lifill11 pN � -±=_-. ROOM OCCUPANT LOAD 21 F E} .r. �• / LOADING ( V\.' �� ■■■■■■■� _ ► I..."' i�i�l�l:+I�I�Ir l�il► lr l�l�l�l►".!I irr.rrr"�'rrr Irrwr'�'1 I:+I�1�{�ir�+r 'I►°.• , :;.■-. .. `, N'- (2/200, I I I I 1 I �' \----OCCUPANT LOAD FACTOR PER TABLE 1004.1.1 iii pill 040k _ ® e+ EXIT SIGN W/INTEGRATED DIRECTIONAL ARROW WHERE OCCURS AT ALL EXITS,EVERY 100'IN CORRIDORS,AND IN LOBBY SPACES WHERE 2 MOE ARE REQUIRED PER SECTION 1011. 380 SF 49 w SEE ELECTRICAL DRAWINGS.(WI POCHE INDICATING"EXIT" (13/30) I TEXT SIDE OF SIGN.)SIGNS SHOWN IN CORRIDORS ARE I I I I I I , \. .. CEILING HUNG.sSIGNS SHOWN ON WALL ARE WALL HUNG. A I ENT pY I [ HORIZONTAL EXIT AND EXIT EGRESS DIRECTION 48 _ ' ''� �. ` " �■��'� -- D REQUIRED EXIT AND EXIT EGRESS DIRECTION -, ME k I EQ ACCUMULATIVE NUMBER OF OCCUPANTS SERVED WITH I '�"-- S3 EGRESS DIRECTION AT ARROW LOCATION.(DESIGNATED I I I I '♦♦ WHERE(2)MEANS OF EGRESS ARE REQUIRED PER TABLE I_ _I 1004.1.1) i-rn L/BY -I �y MEANS OF EGRESS REQUIRED(QUANTITY)(ONLY 490 SF \1 f IE�8[5 DESIGNATED WHERE(2)MEANS OF EGRESS ARE REQUIRED) I (1 0/50) -� I I I I I I 1 1 I - '♦♦♦♦♦♦♦ ♦♦♦♦, _ -- _ _ _ _ _ _ _ _ _ _ _ _ ••_! ,__��•••- J _ 0 N B1. UPPER LEVEL CODE ANALYSIS PLAN SCALE: 1/8"= 1=0" TOTAL UPPER LEVEL AREA=5,450SF PROJECT NUMBER: 208109 TOTAL UPPER LEVEL OCCUPANT LOAD=207 0 0 0 4 6 8 9 10 0 Tigard Sr. Center Garden Room 75'-0" Addition .9' ‘*. _ _. aM11■ gMMONMOMP-:-- MMWMWMP _,q I AREA OF WORK I � � I O'Mara" 8815 SW St. 1 ^ /, ^ A A ",/ 7 1 , Tigard, OR 97223 1 I GARDEN ROOM Pr I I I I ! 1 1 �' 395 SF 1 1 I 174 I ' ''85 M (27/15) 1 1 AA 1 M CHANICAL 1 ` TRY/4401110104000014010100 1 1 i 71 1 1 I I I B I 1 I rid rier!�� ^ 1 i. 04001000 L _ . - li�. ____---_ A mad' ►`�f ♦�►'♦ !"_ ,......♦— ��I Apr ♦!�`I ♦♦�'`I� ♦"�'`* r' , ..-r_-_...�' ►�' `o 40104010■Weat ... ...�``� 78 ,' X11 71^1 1 JAN n� g � 109 �_All1104010000001000 „ /\ /\I (___ CRAFTS IhiriACTIVITYARE' #1 �� ACT/VITYAREA#z WOMEN i u 1I •. � � � 107 v �� \ fas 112 hAMAAMOVI4 1 10111PWOONN, COM: a AC/TI VI TYAREAS U Pe MAAAAAAAA 111111111611■1111■1111111■1111111111111111.11■11.111 _ .-. I SHEET TITLE: 3 308 SF 2,175 SF 1Y1� M� CAMPUT4 145115 , v\/ti j (6/50) `` � �� ) i iM 113 336 SF CODE ANALYSIS 10101010010101010101010111010 _ - UN/SLX ° ( 15 ) 118 _ _ ��o ;,1010001010WIAAAAWIM.. .. �.. ....., , ....... .. • _ PLANS •aiiikAMMAAA Tg li��i v`4p' ELEV °.•'� 1 i I�! �!/�'��!�M� ' " I �►'�� :.".:..►...".�..r...r:....�►:..�., V LOBBY .,, . „. !�!� t � / 111 CLOS p �MECH t,r� ./ryv.�MA► 1 .��,�il�r.��I 1 n �� V v -105 VVVOISCI` _�.11-4#1.144#01011111117 RAGE V I�, r► ♦ ♦ .• A 11 ,�� ,r . ^ ♦ ♦ ♦ ♦ ,►� .. s .► + ► s r �_ ♦ NIA0 _a .► i .► ► .► + � 1 I�I�I�! _ 0 I I I I 1 ELEV/ DRAWN BY: PLD 1 MEC 117 SPRINKLER DATE ISSUED: 9 03.08 116 6- t La 8 I I I I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ p N A001 F SHEET: % C1. LOWER LEVEL CODE ANALYSIS PLAN i SCALE: 1/8"=1'-fJ" tRSAr{d�xs,�®20� TOTAL LOWER LEVEL AREA=4,360 SF I TOTAL LOWER LEVEL OCCUPANT LOAD=189 $ C 1 2 Mill 3 4 I SITE DEMOLITION KE :OB' ::O L11111111S O L ADDITION I EXCAVATION � � �� V (11)0 REMOVE EXISTING SIDEWALK ARCHITECT S CONSTRUCTION STAGING AREA-TEMP FENCE REMOVE EXISTING TREE 720 NW Davis 503.221.1121 � 444 4O REMOVE EXISTING BENCH&SAVE FOR RELOCATION Suite 300 503221.2077 D �� I I I I � � � Portland OR 97209 www.IrsarchRects.com �• • ' • • • • • //////// O5 REMOVE(E)CONCRETE PLANTERS&SAVE FOR RELOCATION 111111 � 8O REMOVE(E)IRRIGATION SPRINKLER HEADS,DRIP HEADS AND I ell BRANCH LINES BACK TO A POINT OUTSIDE LINE OF • O � PPaiiipt � O O I �- • EXCAVATION. ��p'ED d j�� D `at[D O7 PROTECT(E)TREES DURING CONSTRUCTION CONSTRUCTION STAGING • �' vo,A AREA-TEMP FENCE 0 0 1111111111111 0 KIIB PROTECT(E)LIGHT POLE&BASE DURING CONSTRUCTION _ .Si` L L :' , �Y 1�Y 4 • 5 - 0 FIELD VERIFY(E)STORM DRAIN PIPE MATERIAL DURING � � � �� C �. OO EXCAVATION-REPLACE WITH SUITABLE MATERIAL IF REQ'D , y 0 lif 1-- -1- - - - I- -I��- -4(--- {:7-- ) 1 �G �0 TO REMAIN SIDEWALK OINTROLIVALGATION •� - M�- � •� c•di 1 -i 0 Ill ' K (E)SD i i 1 2 iii 1�� ■ � i p � �� S V SITE PLAN KEYNOTES OF O I O I J _ _„_ _ --- 0 � �\ O 0� � 11 BUILDING ADDITION I NEW CONSTRUCTION..- 7, _ �_ _ 12 NEW 4"CONCRETE SIDEWALK•FINISH TO MATCH CONSULTANT:____ _ ____L 0 - 6 / ^Q � � � — sp \ EXISTING ADJACENT • � (E)SD MH r I � / ` � v O O O \ 13 NOT USED =D - - 0 I I / \` \ L- --_ _//1-1. I 2 0 \ NEW LOCATION FOR EXISTING WOOD BENCH-SET(E)STL / J I I -- � - l � _ _ III 14 POSTS IN NEW 12'DIA.X 24"DEEP CONC. FOOTINGS �/ • I RIB hi I L. - � � 0 I O • '� \ NEW LOCATION FOR EXISTING PRECAST CONC -- - - - � V I 15 PLANTERS-RELOCATE AND PROTECT DURING * / / � \ \ CONSTRUCTION � / � 16 EXTEND(E)IRRIGATION BRANCH LINES-RELOCATE DRIP SYSTEM HEADS TO NEW PLANTER LOCATIONS.NEW BRANCH LINES TO MATCH(E)SYSTEM Q /� / / RD ' � SITE PLAN LEGEND L..] / N EXISTING /' NEW Al. PARTIAL DEMOLITION SITE PLAN pO KEYED NOTE A 01) SCALE: 1/8"= 1=0" — BUILDING OUTLINE LIGHT POLE Ii I j/ BUILDING ADDITION Pr / NEW 4"CONCRETE SIDEWALK I . ale 111111A0 M • 4111 �� CONSTRUCTION STAGING I � r-1 AREA-TE4IPFENCE V PROJECT NUMBER: 208109 NI 111111) 4ii1r4, ' I ' ' I I 1 I I I I I I AREA OF WORK T:gardSr. Center• • • 0 o PLANT NEW FLOWERING Qi ' .. � � GardenRoom • 1111111 CHERRY TREE-'PRUNUS y OO"�"• Q I - r • � t Addition SARGENT/l',2"CAL. � O �- , �CONSTRUCTION STACo1NG z O�AREA-TEMP FENCE 6 ( '. � g •' 16 � O I• °� ;: . � :. m� � � � 8815SW0 'Mara St. . le I a 0 EXISTING CONC SIDEWALK EXISTING IRRIGATION o � � � Tigard, OR 97223 DS � CONTROL VALVE v,.77-- /- - -7- 7--c)I \40 I 1 Fr- ,,,p; ../001,41. t:=) LANDSCAPE BLOC� I Q-�d, � / J -- • � � S V _ r rz•etorgia ... RETAINING WAIL- �� 3�� / / Li' � �>till" 32" HEIGHT ��I�;� � / a • 0 a• � ! : INGBthw:G . all . ,B --/----- / / / / A-L. . . -I 1 _ _ _____ _ sp I VP 0 4 , , , ___ • b \ / 1 (E)SD MH 0 0 \ 1 • / / Ili...-----t "D / Jr! , Pr g ez z.....773,tiedwyw ,•i\ 1 / / • N- !q i � / � I � ❑ e-e LP\ / I \ 0 9 (—OM; NEW4'x4'x4"CONCPADFORHVAC #1 • Am. • hal / . / / / / , , / \ 0. -9 v .C ...' 1/7 UNIT,OVER 6"COMPACTED GRAVEL / SHEET TITLE: s O // S�&�E / a y r{p "`— °' � PARTIAL SITE PLAN, )1 / W L1 a 1 gur / • % ' EXISTING BUILDING SITE DEMOLITION � � PLAN � z TIGARD SENIOR CENTER o 0 ,,� 8815 SW O'MARA .,Ii //// � 0 1 ,/ �' /' 2-3 STORY WOOD � ��BY:•O I � ,r. DAT ISSUED: 9.11.2008 • I \----/// / / / / / / / / / / / / // / / // / / / // / / / / / _ A ....„--, (69 I _, ...........4 / / .. L P / ,_. / / . e /7s) N N 1:_i ".../.1-,-\\\ rf--r\N-\C1. PARTIAL SITE PLAN ill C4. PROPERTY PLAN & EX/S�T/NG SITE SHEET: A101 SCALE: 1/8•- V-0" p SCALE. N.T$. IRSNCAbiYR hc.0 2008 C Mill 1 NMI 2 IIIIII 3 MIN 4 0 0 c 6 / 15'-0" / 15'-O / 15'-0" *, 15'-O *, / 321-6" 41,I I i - ARCHITECTS B3 FLOOR PLAN 720 NW Davis 503.221.1121 At ALUM GUARDRAIL SYSTEM PREFIN GUTTER 501 ALUM GUARDRAIL SYSTEM Suite 300 503 221.2077 D WOOD STUD WALL TYPES LEGEND W/GLASS INFILL PANELS W/GLASS INFILL PANELS GENERALNOTES Portland OR 97209 www.Irsarchitects.com DS WALL COMPOSITION WALL INSULATION - . , � . - � . � - , • . - , . . � , - - � --''' . . � A ALL PLAN WALLS SHOW FRAMING ONLY UON.ALL DIMENSIONS -. A !_.. - 'r 1 I ARE TO FACE OF STUD OR CENTER OF WINDOW OPENING A SOUND ATTENUATION '■ ��-- -I :-- -.-�. - _--.---.-- - -.�- -. ;� .� NO EXTERIOR WALL TYPE T THERMAL , . , • COLUMN,OR GRID.EXTERIOR DIMENSIONS ARE TO FACE OF LETTER INTERIOR WALL TYPE I: ,'' . ' . ' FOUNDATION/FACE OF FRAMING.DIMENSIONS INDICATED AS NONE "CLEAR MINIMUM"ARE TO FACE OF FINISH. SEE WALL TYPE FOR FOR C.,�j.$1%.BD AR r), LIE f'11V BE I . , . THERMAL INSULATION R I; B ALL DOOR OPENINGS PERPENDICULAR TO A WALL ARE 5"TO VALUE AND THICKNESS : : . :'. THE WALL UON. II. , • , f V A A MINIMUM THICKNESS OF SOUND ATTENUATION I ; I:.• : : . .. ; : . .••;• . '••, .. ..• : .. •.. •'..,.. •.: . ..• ... :.. ... ......•...:....,.:. .... ..•..;..... ,..,•...;......; •:•. :.., ..: ..:....,•I: i. I 04 fir► 3 ' ►•INSULATION ( . : . • �►4 9 WOOD STUD SIZE .%-' 1 1/2"STUD 1 1/2" . . . . • . . . . . • • . . • . . • • . . . • • . . • .'1. • . . . • . .. . . . . . . . . •.• . . • _ . . . . . . •:. . . . . .. . ., • � � h i r! '�� S 2 2 x 3-112"STUD 31/2" . . . , . . . . . . . . . , . . , . .•2x4 51/2"STUD 51/2" TERRACE'•'••. . .'J'. .'.' • .. . . .'.' •..'•', . G 6 2x6 71/4"STUD 7" :. ;. • 21s , SEE WALL TYPE ; KEY NOTES 4'o' C�• 0 OTHER.SEE WALL TYPE I .' '. .'• •' '. .'. I'. .'.' '. .'• •' '. . •' •' '. .'. .' '. .'.'I'. .'. I 1 (E)FIRE EXTINGUISHER TO REMAIN•�? PEDESTRIAN:TRAFFIC ' FIRE RESISTANCE RATING WALL STUD&FINISH HEIGHT ° MEMBRANE ° N NON RATED E EXTERIOR.SEE SECTIONS 1 1 HOUR X SHAFT.SEE SECTIONS " © ter " " " CONSULTANT: 2 2 HOUR S STRUCTURE 3 3 HOUR C TO CEILING ::.'•.'::.'• •-• .'. .'::. FIBER CEMENT.SIDING PIPE.. ;: •'.• • • • . • • . .'. .'::. ..'::.'• •'::.'. .'::.'. .':: • • .'••'•:.'. .'•:.'••'•:•'. • - • 4 4 HOUR P PARTIAL.SEE PLANS • . ENCLOSURE TO UNDERSIDE . _ ,.I. ' FLOOR PLAN LEGEND• V KEYNOTE . . . . . . . . • . . . . . ' ''• . ... . . .. 1."•.•.. •'. ..•'. .. •• .. .. •• • . EXISTING PARTITION•--1 C3 I' .' ','. .' ••' '. .' ' '. .' ••'.'. .' ''•'. .''•'•'. .' ' '. .' NEW PARTITION 501 -.- NA WALL TYPE-SEE WALL TYPE LEGEND Al.. WALL TYPES LEGEND . __...�--_. i J- ' �,�;,�; __________._____ . OFFICE ROOM NAME SCALE: NTS r - 106 ROOM NUMBER = I I I I I N I I A I __ I SERVfNG /�\ REMOVE(E)ALU WINDOW,DELIVER TO 109 EXISTING DOOR NUMBER I SERVING 213 / ,/ AND WALL BELOE WINDOW,FOR NEW OOR 901 NEW DOOR NUMBER 213 /// &SIDELITES F© _- </ . FLOOR DRAIN-SLOPE RESTROOM FLOOR TO DRAIN de \ - I I DINING I WINDOW TYPE-SEE SCHEDULE SHEET A203 r---]E 71 212---- --38 1 L, _ NEW CONCRETE SLAB J I KITCHEN r -I -_ 214 _ ' DINING A . ir'''„ -I � I r 1 1 n��""—� I I 212 A �►'� 5/8"GYPSUM BOARD J I ( ( I I I INTERIOR L N I 1 I I ELEVATION i N i D B NON-RATED INTERIOR WALL i WOOD STUDS AT 16"O.C. NV (WOOD SHEATHING ADDED,WHERE I' . 5/8"GYPSUM BOARD B2• PARTIAL UPPER FLOOR/ROOF PLAN C OCCURS.ATTACH SHTG PER STRUCT ► . SCALE: 1/4"= 1=0" , ED •SHEAR WALL SCHEDULE) Ali DETAIL!N DRAWING SET SOUND BATT INSULATION WHERE• � OCCURS NV PROJECT NUMBER: 208109 0 0 4 6 TigardSrCenter 1' 51r GYPSUM BOARD IBM Soo- ' 15'-0" 15' +" 15'-0" 2'-6" 12'-6" VI II, WOOD SHEATHING.SEE 11,-6" 21'-0" Garden Room INTERIOR SHEAR WALL .r STRUCTURAL DRAWINGS FOR de / 4� FOR LOCATIONS,TYPE AND ( 4'-0" 4*-0" I 6'-6" 6'-6" 4'-ON / i I Addition GOOM WOOD STUDS AT 16"O.C. I I B3 501 , r ! I ! 8815SW0 'MaraSt.8 _ _.BATT INSULATION WHERE DS OCCURS -r— - I ■ I Ti •, rd OR 97223 _ _. _ _____ . II= N • I 16T _0 _ ' B1. INTERIOR WALL & PARTITION TYPES I N E SCALE 1 1/2"= 1'-0" QO I \ I 0 _ - , I-10"y 2'-101. I_.�, 3'-3" .� I ROOM I 1102A B � 102 `4` ( 1sT © I NE r- -- ----% N ---A-- C I I .1 MECH. A6- B D I = CLOSET 601 I _ N � 119 ENTRY NS A - (� c c-b I u) 1,11 I 0 A° �' I 119A I I _ - - ♦ I 16T 5/8"GYPSUM BOARD TYPE X I r .... _ SHEET TITLE: N E ,.!maps ..rr''". " ' r,,,�-�� wood STUDS�1s o.c. r T 1 1.+ 102B NON RATED EXTERIOR WALL �! R-19 GATT INSULATION I A4A I 120A ., i LOWER LEVEL GREATER THAN 5'FROM PROPERTY �,.- N S $ LINE.LOAD-BEARING. , ..�� 4 CLO ET 1 HiI E Q FLOOR PLAN, WOOD SHEATHING WHERE B41 I 16T F '11110 I ( iu N S NIE •• `. OCCURS. SEE STRUCTURAL I DEMO PLAN I i ' ;;; DRAWINGS FOR TYPE AND < I �� NAILING N I E I p '.� I I r---]oa 1 _ l 1 �• AIR INFILTRATION BARRIER I • EXTERIOR SIDING SYSTEM 1 . 4.411111 �,. I I ( I DRAWN BY: 1 :r'l;' DATE ISSUED: 9.11.2008 i CRAFTS I ( ACTIVITY AREA#1 I I '- 103 107 N Cl. EXTERIOR WALL TYPES C2. PARTIAL LOWER FLOOR PLAN SHEET: 'A201 t- SCALE: 1/4"= 1''-0" LRS�Inc.®� SCALE: 1 1/2"= 1'-0" CV 8 (11) C =II 1 MEI 2 INN 3 =II 4 • LIMInB DOOR SCHEDULE • OPENING ROOM DOOR FRAME HDWR. LABELS DETAILS NOTES MINI No. A Size NAME Thick. Type ` Materials Finish Glazing Type Finish Group FR/S/T __ __�_ _ ARCHITECTS LOWER FLOOR 720 NW Davis 503.221.1121 g 101A 3'-0"x T-0"PR ENTRY 1-3/4" FG AL MFR GL-1T 1 MFR 1 B2&C2/A301 7'-3" 102A 3'-0"x 7'-0"PR GARDEN ROOM 1-3/4" FG AL MFR GL-1T 1 MFR 1 B2&C2/A301 Suite 300 503 221.2077 D 5'-0" 2'-4" FIELD VFY{E)OPENING 102B 3'-0"x l'-0" GARDEN ROOM 1-3/8" H WD TC GL-2T 1 P 2 B1/A301 Portland OR 97209 www.Irsarchitects.com B4 TYP' B4 B3 107A 3`-0"x 7'-0"PR(E) ENTRY - H STL P E 1 P - :PAINT EXIST DOOR A302 A302 A301 119A 3'-O"x T-0" MECH. _ 1-3/8" F WD TC - 1 P 4 B1/A301 • s. __ 120A 2'-6"x T-0"PR • CLOSET 1-3/8" F WD TC - 1 P 5 B1/A301 $111) Ajj' B3 / T.r�' A302 z UPPER FLOOR - - Y ► TYP. C4 o / a 201A 3'-0"x fi'-10" TERRACE 1-3/4" FG COMP TC GL-1T 2 TC 3 B3&C3/A301 FIELD VFY SIZE ► `"'� A302 / _ > o -t �/ 0 / 4o = • • TYP // w g - it . ' �• il _._._ _ GL-1T // GL-1T LL- 0 ' ` o o o '�, Maferial Legend: AL Aluminum P Paint 4 NI iv COMP Composite STL Steel c OF a! ! - I ! GL Glass TC Transparent Finish-Clear MFR Manufacter's Standard TS Transparent Finish-Stained - 0 0 • MTL Metal WD Wood C3 ' P Paint A301 CONSULTANT: AZ WINDOW TYPES NOTES: SCALE: 1/4"= V--0" B1 TYP. A301 OUTSIDE FRAME DIM. • I. GLAZING FOR ALUMINUM STOREFRONT WINDOW SYSTEMS IS TYPE GL-1 (INSULATED)TYPICAL. SAFETY GLAZING IS TYPE GL-1T WHERE NOTED. Vic' . M 2. GLAZING IN EXTERIOR DOORS IS TYPE GL-1T. o w 3. GLAZING IN INTERIOR DOORS IS TYPE GL-2T. u.. SEE GLAZING PRODUCTS SCHEDULE IN SPEC.08 8000. w CI • H A M . ■ ,. Ck • • \ / # 1 2 • I / EXIST HEADER SINGLE! SIDE LITE i PAIR ' ' ' '�'�: MOISTURE BARRIER-TAPE �/0 0/ OR SEAL TO FLASHING. A4. FRAME TYPES WINDOW HEAD SCALE: 1/4"= 11-0" FLASHING,TYP = EXIST VERT SIDING (-2;-------- ' I 3/4IRSPACE/PT FURRING METAL HEAD TRIM FLASHING WI r c•, ;. I DRIP&TURNED DOWN ENDS. { HEADER,SEE 10/S1.2 ; `V 5 SLOPE AWAY FROM BUILDING FOR NOTATIONS i 1 PANEL SIDING-SEE lit • „� 6" 6" ELEVATIONS 'k SCHEDULE" ��. s MIN MIN 1/2 1 2" �, / �'. � � -IES / 1 1 ' , r L: tJ, DIM�jr.:; METAL HEAD TRIM FLASHING { / 5 .y ��" r� W/TURNED DAWN ENDS- ! (TYP} �p Z cp PROJECT NUMBER: 208109 ' i —I— m/ SLOPE AWAY FROM BUILDING �_ � /� EXTERIOR INTERIOR L11 EXTERIOR 1318 p Ti and Sr. tenter •..:,� 4 INTERIOR 11 / a, ii 4 � 5/4 x 31/2 WOOD HEAD TRIM ......• ••4 . -J Q- � —=-- :--=� , i-- Garden Roam (� ' Ns. Ir i CONT DRIP Al 5/4 x 31/2 WOOD HEAD TRIM • - 1 , i I - M f i FINISH t0 = >-•11. Addition CONTINUOUS INSECT SCREEN SEALANT r I I 4_ ; ; ` COMPOSITE DOOR AND FRAME STEEL FRAME ' " FINISH SEALANT DEFLECTION HEAD _ � � 1. r 'I____� REMOVE(E)ALUM WINDOW- \ \ -ril"..'n-il STOREFRONT HEAD DELIVER TO OWNER'S REP F H FG 8815 SW O'Mara St. i REMOVE(E)ARCHED OPENING FLUSH HALF FULL • STOREFRONT DOOR BELOW(E)WOOD HEADER PANEL LITE GLASS Turd, DR 97223 I � I B1" INTERIOR STEEL FRAME HEAD /JAMB B2. TYP STOREFRONT HEAD B3. COMPOSITE DOOR HEAD B4. DOOR TYPES SCALE: 3"= 1'-0" SCALE: 3"=V-0" SCALE: 3"=11-0" I SCALE: 1/4"=147 B MN EXTERIOR FRAME BEYOND I 1111 EXPANSION JOINT WEATHER STRIP �, -- REMOVE(E)ALUM WINDOW � MATERIAL MI AND WALL BELOW • i THRESHOLD SET IN g -FULL BED OF MASTIC OAK TRANSITION STRIP AT(E) ig CONCRETE WALK WOOD FLOORING SHEET TITLE: q DOOR SCHEDULE _ E, SCHEDULED FLOORING 1 0 1 COMPOSITE DOOR AND FRAME CAPTURE W/THRESHOLD �, DOOR & WINDOW t..t. N 1 . _ Y. ill i TERMINATION BAR TYPES, DETAILS g < - • . RAMP c 4 i a • 1 2" ° Al IN, r- ED THRESHOLD•5 Q a 4 d V /11 -L___Ipaill ' , TRAFFIC DECK MEMBRANE sommammasommom AL,„ ----o'op E • 4 ■ DRAWN BY -- P;;A: 041/4,1APS.,;#41,C;"; DATE ISSUED: 9.11.2008 1 ° Z+'i+'p +'1 +'M w+'pww+'M / to cl i ... . . .. . • a d . I 111 II -=m111=-111111=-1111 • " • III III III e A - C2. EXTERIOR ALUM. DOOR SILL C3. COMPOSITE DOOR SILL SHEET: LRs Architects,Inc.®2008 I SCALE: 3"= V-0" SCALE: 3"=1'-0" • e C 1 .Mil MEI3 Mill . ImornS m ARCHITECTS 720 NW Davis 503.221.1121 TYPICAL WINDOW/DOOR FLASHING C4. SEAL 45°CUTS IN HEADER 4. FLEXIBLE MEMBRANE JAMB STRIP 10. 9"WIDE FLEXIBLE MEMBRANE 12. BUILDING PAPER INSTALLED 14. SEAL SIDE EDGES OF NOTES: BUILDING PAPER COURSE WITH FLASHING TO 4"ABOVE HEAD.LAP JAMB FLASHING OVER WINDOW UNDER BUILDING PAPER SILL STRIP BUILDING PAPER WITH SEALANT Suite 300 503 221.2077 D A. WINDOW OPENING SHOWN. FLEXIBLE MEMBRANE FLASHING COMPLETELY OVER SILL STRIP(2&3). NAILING FLANGES.EXTEND TO 6" COURSE(1)AND JAMB FLASHING OR FLEXIBLE MEMBRANE " Portland OR 97209 www.lrsarchitects.com DOORS ARE SIMILAR WITH NO SILL STRIP. WRAP INTO JAMB THE DEPTH OF THE ABOVE FRAME HEAD AND 7"BELOW (4&10). FLASHING. 1111 APPLICATION.SEE ASSOCIATED WINDOW UNIT ONLY. EXTERIOR FACE FRAME SILL. . DETAILS. D. REFER TO FLEXIBLE MEMBRANE TO BE MIN.4"WIDE. 13. BUILDING PAPER.INSTALL EACH 1 MANUFACTURER'S PRODUCT 11. 9"HIGH FLEXIBLE MEMBRANE COURSE OVERLAPPING PRIOR IIH B. TYPICAL FLA SHING DETAIL AS LITERATURE AND SPECIFICATIONS 5. INSTALL CONTINUOUS SOLID FLASHING OVER WINDOW HEAD COURSE SHINGLE FASHION. HOLD 1" f II I�SHOWN BASED ON BUILDING PAPER FOR ANY PRE-PRIMING SUPPORT STRIP LENGTH=RO MINUS NAILING FLANGE AND DRIP CAP AWAY FROM SIDES OF WINDOW II ''� 0 - � �4 INSTALLED OVER SHEATHING AFTER REQUIREMENTS PRIOR TO 1")PER WINDOW MFR. FLASHING.EXTEND 12"BEYOND FRAME. A;. �,r►WINDOW UNIT INSTALLATION. MEMBRANE INSTALLATION.PROTECT WINDOW JAMBS. ,,-,'£ ¢ ,. \,WINDOW FRAME AND GLASS FROM 6. INSTALL SPACER WASHERS(OR i.�' '� '\ L M• NDY 714 . a t,q,r.t��?n' \ ' .S.)'. w , r ! C. ALTERNATE INSTALLATION OPTION OVER-SPRAY IF USING ADHESIVE PLASTIC DRAIN SCREEN)OVER 0 p 1 ' -THE FOLLOWING MODIFICATIONS MEMBRANE FLASHING 2 AT SILL. 'ALA�: SPRAY PRIMER. ( } rte• K „F�: „r ii 0� s ARE REQUIRED FOR INSTALLATION OF 0 . '" . '�`" ; •r.,. '''•^ `r j'` I • BUILDING PAPER OVER SHEATHING E. THE FOLLOWING NOTES OCCUR IN 7. APPLY CONTINUOUS SEALANT ,., � 4r,4r , 2 �F ;.,,,�k�,; `,, ;' BEFORE WINDOW UNIT INSTALLATION: CORRESPONDING NUMBER BEAD TO BACKSIDE OF WINDOW HEAD .. *Ay=,,, w,r• ;i.40:: ,} . INSTALLATION SEQUENCE. &SIDE NAILING FLANGES. INSTALL 140';" •Y: ��.��'.- , ��;�„ • 17 C1F TRIM BUILDING PAPER 3" WINDOW UNIT 7). BOTTOM FLANGE ;.t''/ �' '"'f� AWAY FROM ROUGH OPENING ON RESTS AGAINST WASHERS(6) �: kx HEADER AND SIDES. FASTEN TO SEQUENCE OF INSTALLATION: &IS NOT SEALED TO WALL. 0 ..•i •r. '. � � `; SHEATHING AS REQ'D. 1. 12"HIGH STRIP OF BUILDING _ 10 :E:;� ;• .--. ,rai`V,i 'a'vv PAPER.EXTEND 12"BEYOND JAMB. 8. APPLY SEALANT TO ALL ;. ::. 10 > K ,1 s •.,. C2. SLIT BUILDING PAPER AT (FASTEN TOP EDGE ONLY UNTIL ITEM FOUR CORNERS OF WINDOW a i.• s ' /'� HEADER CORNERS 9"AT 45° 12 HAS BEEN INSTALLED). UNIT.BEAD TO EXTEND 1" x • ' ` ,/�"� CONSULTANT: ANGLE;TAPE OUT OF THE WAY. ALONG BOTH LEGS OF EACH •r.• j ••V 0 i ' f :mot•. � <� � 1-., .); /' PROCEED WITH STEPS 2 2. FLEXIBLE MEMBRANE FLASHING CORNER. "`� �' , %,-j �''� , w STRIP COVERING PP: ''. ' I s r THROUGH 11 BELOW, G SILL AND © ,,, '• he F . ' 15. INSTALL PT VERTICAL FURRING STRIPS 18 INSTALL WOOD JAMB TRIM PER EXTENDING UP JAMB 4"TO 6".LAP 4" 9. 4"HIGH METAL DRIP CAP �`' 4-: ' zy` 4. ,x��: © ,►. r;;,, 4,-,AA PER DETAILS, ELEVATIONS AND DETAILS. C3. RELEASE BUILDING PAPER ' •MIN.OVER BUILDING PAPER. FLASHING OVER WINDOW �, .t•4"-�r4;,..4. .:4;1 .t;/r;s.' FROM ABOVE HEADER AND HEAD.SET IN CONTINUOUS ,,,Q1-4.,,1`.•4 . /k. ,0 :� ; ,J �`k 19, INSTALL SILL TRIM OVER FURRING SECURE TO SHEATHING. 3. 2"WIDE FLEXIBLE MEMBRANE BEAD OF SEALANT. M ,,, �,:, L.'�" 16. INSTALL 2X WOOD HEAD TRIM STRIPS. BUILDING PAPER TO SHINGLE FLASHING STRIP PLACED ' t; _.t { ,� ti••.;••••-‘" BEFORE AFTER /: �. AFTER 0 OVER HEADER FLEXIBLE DIAGONALLY,COMPLETELY SEALING %f. ��"':�,;' >p aµ ° "�'''' BUILDING PAPER 20. INSTALL SIDING PER ELEVATIONS, ''1 , '' '; WINDOW WINDOW _ MEMBRANE FLASHING(11). CORNER AS SHOWN. :::,*, -•:'e"- '1''{4'1 0 INSTALLATION 17. INSTALL SLOPED HEAD FLASHING WITH CAULK PER DETAILS. ?: � ' INSTALLATION INSTALLATION .4 `;/' r, 0 :74,, • DRIP EDGE AND END DAMS. AZ TYPICAL EXTERIOR WINDOW/DOOR OPENING FLASHING SYSTEM SCALE: No Scale A NM •'• I - "SEE A2/A302 FOR TYPICAL /�( PANEL SIDING-SEE ELEVS EXTERIOR WINDOW • •:::' �� ■ %"AIRSPACE/PT FURRING MOISTURE BARRIER PER INSTALLATION 101 REQUIREMENTS. STRIPS BEYOND WALL ASSEMBLY TYPE. TAPE OR SEAL TO FLASHING. •:. •.. •:. •:.'••. • •` " •• ' '• ' '' "•' " MOISTURE BARRIER-TAPE • AIR fNFILTRATION BARRIER •• CONT.SEALANT- 3/4"AIR SPACE&PT FURRING WINDOW HEAD OR SEAL TO FLASHING. • :•:; STRIPS FLASHING,TYP ; HEAD&JAMB EXTERIOR ••" r 3/4"X 1 1/2"WOOD TRIM 514 x 31/2 WOOD JAMB TRIM ''� " 314"AIRSPACE/PT FURRING I �' STRIPS BEYOND. • •• •• • •• • •• BACKER ROD&1/2"SEALANT °-" '' METAL DRIP @ HEAD 5 ,� :. I) r I ': SIDING -SEE ��/� PT FURRING STRIPS BELOW \ ••. ', PANEL SI .�-1�!/��,- SILL " :• I ELEVATIONS / /FINISH SEALANT EXTRUDED ALUM LOUVER _ _ _ ___ --y COMPOSITE WINDOW SET IN le.J „..... 111■0---,0, . -- W/NAIL FIN -- - ~ •• �� SEALANT ( r71 PROJECT NUMBER. 208109 .rrnrrr r rriiww�rri�1I�vi. ..��. °1�'A - - �II ;.. I METAL H HIN�_y W/TURNED DOWN ENDS- T T T T '_L� ::. I SLOPE AWAY FROM BUILDING INTERIOR EXTERIOR i Tigard Sr. Center •FINISH SEALANT • • .� /`" 3/8 NOM.BEAD WET INTERIOR EXTERIOR " V SEALANT JAMB&MEAD 3/8 NOM.BEAD WET - Garden Room • ' ••' ;• ; •• • NAILING FLANGES TYP SEALANT©JAMB&HEAD •.. .. • •:., �- NAILING FLANGES,TYP ■ ■•i 1 ' • Ilt 5/4 x 4 WOOD HEAD TRIM Addition ...:. 1 i •*.:.•• ..:.*:•••:.••••••:.•••. SEALANT BETWEEN DRYWALL w 1/2 x 1 1/2"x 1/2"FLASHING '•..'.• •• •• ••.• •'••.'••'•:••.•'•..•.•'•..•.••..•F• AND R.O.WRAP CONT DRIP ••• FINISH SEALANT CONTINUOUS INSECT SCREEN '••' FLEXIBLE MEMBRANE ROUGH 3/4"X 1 112"WOOD TRIM OPENING WRAP 8815 SW O'Mara St. '• 1 INTERIOR *SEE A2/A204 FOR TYPICAL .• COMPOSITE WINDOW Tigard OR 97223 •.• EXTERIOR WINDOW C.� , `••' INSTALLATION :: •'•, j REQUIREMENTS. B2. TYPICAL LOUVER HEAD /SILL B3. TYP WINDOW JAMB • B4. TYP WINDOW HEAD SCALE: 3"= 1=0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" B MN I lx PAINTED MDF AIR SEAL AND FINISH SEALANT I ti COMPOSITE WINDOW SET 0 ON SUPPORT STRIP 1 PVC SILL PAN W/END DAMS. A SHIM AS REQ`D.SLOPE AWAY SHEET TITLE: a FROM BUILDING BACKER ROD&1/2"SEALANT WINDOW DETAILS 8 i 1 ):((c 25%OVERSIZE ROD FOR FRICTION FlT, .:•••:•. ,:.•,:.•,:.•::.•,: TOP 112" a. 3 pi : 1 1/2"x 1/2"L FLASHING W/DRIP 0 ,i �' SILL APRON UNDER SILL PAN •. + ZairA FLEXWRAP INIMMUMMONNEMMININ cg .... -514 x 31/2 WOOD TRIM DRAWN BY: PLD S 1 DATE ISSUED: 9.10.2008 MOISTURE BARRIER PER• •• WALL TYPE.SET UNDER SILL • • •• APRON v in �'` lll PANEL SIDING-SEE ELEVS A # 3/4"AIRSPACE/PT FURRING so ,-..:r STRIPS BEYOND 8 ::• SEE A2/A302 FOR TYPICAL i .: EXTERIOR WINDOW INTERIOR �. EXTERIOR INSTALLATION li 1:: A302 I REQUIREMENTS a co - C4. TYP WINDOW SILL SHEET: E I RSArchitects,Ina 0 2008 SCALE: 3"=1'-0" c 0 0. C r 1 2 MI 3 NMI 4 - . ..__._-. __ - _, _ _ _ -_ _ ___ - _ -. �. _ . -..__. . _ _ ..� _ _ _..__._.._._ _.__.. �. _ .__-.___ ...._ 0 4 0 LI ralliS NEW DOOR AND VTR,SEE PLUMBING Ma SIDELITES B3 WALL MOUNT LIGHT, A501 WALL MOUNT LIGHT, • ARCHITECTS SEE ELECT. d SEE ELECT. 720 NW Davis 503.221.1121 g Suite 300 503 221.2077 D PREFIN COVER SHT MTL PIPE `, z w.l Portland OR 97209 wwrsarchitects.com -- / /' \ \ I ALUM RAILING W/GLASS I / X // \, ALUM RAILING W/t 'SS PANELS � \ / PANELS 0 i D A Re / // \ // I / / , , el I. 1 fj) fi/ II [..._ ___ ,(_...... _ J 1 L - 4:4 ir7i4 jw, 0 C.-S tii 17.-41 I - - (E)SECOND FLOOR E IIIIIIIIIIIIIMIIIIIIIIIMII lW_I IUIN 178 a 1�1��1� 1�1�1�1 1� 1 1�1� WALL MOUNT LIGHT, 0 // // SEE ELECT.FOR NOTATIONS FIBER CEMENT SIDING // // // // // // T NS W/1x2 CEDAR BATTENS AT 16"OC.,TYP ` .�.,.,..,, ,,,,■,..,M., % CONSULTANT: LANDSCAPE BLOCK / I `� RET.WALL,SEE SITE IIII // I PLAN . ._ _ , , --1 «.�..,1. —= MO SLAB r-- –.-I I 7 L ..T id L_ _ __ L_ ___ ___ __I L____ _._.s no A • A3. NORTH ELEVATION SCALE: 1/4"=1-0" A NM WALL MOUNT LIGHT, SEE ELECT. C4 501 • ALUM RAILING W/GLASS ALUM RAILING W/GLASS-- • PANELS /" PANELS • WALL MOUNT LIGHT,SEE / // / // ELECT.FOR NOTATIONS !4 // // (.7 i # .Vail __ ...--._ - ___ - 9-T` (E)SECOND (E)SECOND — I PROJECT NUMBER: 208109 moor- FLOOR FLOOR 7—t-- PREFIN GUTTER C II Tigard Sr. Center LOUVER,SEE -'''rte $DOWNSPOUT MI J MECHANICAL DWGS LO ER,��EE GardenRoom . // / ji.—" ME lr HANI 1 AL DWGS Addition FIBER CEMENT SIDING T T --'- __--- FIB R C ENT SIDING W/1x2 CEDAR BATTENS - -°`r W/ �►✓ C: •AR BATTENS AT 16"OC.,TYP AT 6"O 1 • �,TYP • . . _ _ _ -. .., 0'-0" 0'-0" 8815 SWO'Mara St. T.O SLAB 0 T.0 SLAB_ - - — .._ —. L_ I .-._.. .�. t _. __..L__.....�..�.. ,...I Tigard, OR 97223 L_ ____ _ ._._.J L_ _ ____1 B2. EAST ELEVATION B3. WEST ELEVATION SCALE: 1/4"=1-0" SCALE: 1/4"=9'-0" B I I ., >:,knoll,Ill F "� -. 1111 FIBER CEMENT SIDING-SEE 4 -414111 411111110 '■! ELEVATIONS ,01)iirel .: 4110.-- -A•+ AD " 1"'" )4"AIR SPACE/)/"P.T. " " 1/�► • wllr;. SPACER(RUN VERTICALLY) .,.►. .� � AIR SPACE i� P.T. '-4111111110,... '� WATER RESISTANT BARRIER SPACER(RUN VERTICALLY) "' � •::::41101-1k �� MOISTURE BARRIER .''� BACKER ROD&SEALANT SHEET TITLE: I al -: = I EXTERIOR WOOD SHEATHING. SEE ) PT WOOD BLOCKING $ "` STRUCTURAL DRAWINGS IllWillift EXTERIOR SHEATHING • jil BEHIND ALL EXTERIOR VENTS, ;► �.: 1► � -SEE STRUCTURAL , ELEVA TIC�NS `�,,. FOR TYPE AND NAILING L ( 1111101 - LIGHTS HOSE BIBS 1X3 CEDAR TRIM SIZE VARIES-ALLOW 1/2"MIN c �,,_ .4 ,,OW14 AT ALL SIDES. �- �" MOISTURE BARRIER � M 01111M �"� CAULK AROUND BLOCKING I i ' �� FIBER CEMENT SIDING-SEE IA SEALANT > 1 111WrIlq' sl 1 �-'r: >, ELEVATIONS �,1 I,`, ►►1.. z • Ir . r � PT FURRING STRIPS AT r �' ♦ ♦ ♦ ♦ �� ii DRAWN BY: ....-.. VI •A �� CORNERS �"'`�..� t-tt• �� . UTILITY DUCT,PIPE,WIRE DATE ISSUED. 9.11.2008 _T.�� SEALANT EACH SIDE 1X4 CEDAR TRIM r THROUGH OR INTO WALL ,,,, ,, ` ,,, �, `=� SEE MECHANICAL, c� 1X3 CEDAR TRIM A. ,� �, ,iq 1... .. . . . • . .. . . . . ,.. . , PLUMBING ELECTRICAL IIIIMILINININUNPVIIIIIIIIIMMIIIIMMIIIIIIIMAIMPUILMIL as cvimm SEALANT ,� DWGS w 2. 1X4 CEDAR TRIM I SEE FLOOR PLANS �" SIDING-SEE PLAN FOR cl • FOR WALL TYPE SEE FLOOR PLANS (TYP) FOR WALL TYPE WALL TYPES (TYP) 0,i 4.111111r-- - • E co C7. OUTSIDE CORNER TRIM C2. INSIDE SHEET: A401 E. NSIDE CORNER TRIM C3. WOOD BL OCKII VG{BEHIND LIGHTS, VENTS, ETC LRS Architects,Inc.®z008 PI SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 3"=1'-0" c 0 I C 111111 1 2 MS 3 MIN 4 _,, , Ifiars alin ARCHITECTS 720 NW Davis 503.221.1121 Suite 300 503 221.2077 D Portland OR 97209 www.irsarchitects.com A $VID ARe v . 4:4 IPIP;'11:171;740 1\ P tr? ...irirt.„:: ,Y ► fj> 11?0 F ITA-71) ()%4 L- 1"J\ B3 A301 CONSULTANT: TERRACE ALUM RAILING WI GLASS 219 PANELS • (E) DINING AREA _ 111.1 ''• /, / 16? Z C3 / / ri.. .....i 301 C4 g'-7" _ 501 9•-7" 4. A 9 O.(E)SUBFLOOR --:— __:_ ___:I _____.__..`___- __________�_=�____, ___ _.:..___ �" (EISECOND �' _ "' + FLOOR • 1 111 !Flit � i Pri 1Till 0 P �.� 111 111 I T.O PLATE "... � � - � j l - -.1..,.,.1� .�� 7'43"_ 11 111 tri I El T.O PLATE itil B4 Q2 / ~� i GARDEN ROOM Qo / / / (E) ACTIVITY ca AREA PROJECT NUMBER: 208109 .. . f J" 302 I Y i TigardSr . , .....,11.....- \ Center Ei w`= Garden Room. . . i► ,.... ;rim:I .501 w w lie,��-�" =- . . Addition • T.O(E)SLAB a 4.. Q-0 d `;'' ! '. a• " ! 4 ,�• 4. d T.O SLAB• •• f.w i..a.�w'r'r+a'a.�a.'a.•r.ia. ♦+«««.... �.A... .'ll• �. r a, a i - .• r r r r a • • ,da• :`�•., \�\\\�\\%\\ �,\ \ '. R-10 RIGID{NSUL-TO 2'-0" �- �- .�..��:.�:.� ..' ///% /i\/ • •' ittd /A\ // FROM SLAB EDGE .j�\/j\\/j/\/ /410140 • d 8815 SW GI'Mara St. l.G�d�. .M.O Tigard, OR 97223 B3. BUILDING SECTION . SCALE: 1/2"= 1=0" B IMO A MI EXIST VERT SIDING II CONT SEALANT ALUM RAILING POST / \ ADD.02 10.02.07 FASTENER PER MEMBRANE TEMPERED GLASS INFILL PANEL, MFR PER RAILING MFR ` SHEET TITLE: o .�ti ■ EXIST.VAPOR BARRIER-LAP TRAFFIC DECK PREFORMED POST FLASHING- UILDING r OVER ROOF MEMBRANE I 0 MEMBRANE BY MEMBRANE MFR • �/ 3!4"X 5 112"EXT TRIM-PAINT • PREFIN BASE FLASHING SECTIONS / WI HEMMED EDGE I i // 1 TRAFFIC DECK MEMBRANE- 1 SEC T/C?N DETAILS I EXTEND UP EXIST WALL PER �`' c I /" MFR -------- • ....■■.■a...r.m -�.... ILIIIIF r° Mffiammovmenmeamm = I rill'PAir... DRAWN BY: --- PREFIN GUTTER&DS DATE ISSUED: 9.11.2008 (BEYOND) 8"Wx10"H ALUM PLATE- SHOP WELD TO RAILING POST ici W!(4)518"DIA.THRU-BOLTS Almuipr Atiliori mir ill 441410W' FIBER CEMENT SIDING FIBER CEMENT SOFFIT A501 C4. ROOF EDGE DETAIL C3. DETAIL AT EXIST WALL SHEET: SCALE: 3"=1'-0" SCALE: 1 1/2"=1'-0" E c 'g C 1 2 3 4 _ LFS owl ARCHITECTS 720 NW Davis 503.221.1121 ft . Suite 300 503 2212077 D Portland OR 97209 wwvvirsarchitects.com . o‘k:El) ARe 41P:10:r_..A C'N' ' I. ,,, NOY t'x' . C4 OPP 31 9' e) . s ‘ 302 301 ;OA , irft:4 ' B1 TY B4 ' si *a) 1'I• P TYP 1 B32 TYP 301 .302 (PA 17b 4,§ 4 . / . C OF OV "\ # / / / // 1 0/ # i / \ , 1 C4 PL-2 / # # # 0% PL-2 /1 f,---PL-2 / 1\\ ri PL-2 1 PL-1 '6°1 41, ---\\ 1 / / \ =4) C4 ' 02 TYP -3 I A / ) 1) T YP CONSULTANT: ..../—PL-1 /it'\ 41'N : /iTh'. i''' \ \ I ■ \ 1 i T I 1 I i I 1 \ / ......7 • ,-..._ \ \ \ / 1 1, )./ .......,....,,,,,.....,,...,3 \—RB-1 \t—RB-1 B \-RB-1 A C2 3- B4 C D 0 A601 A60)1 A601 2 EQUAL 2 EQUAL 1"-6" 3-0" Z-0" • • • I • ir A2. GARDEN ROOM ELEVATIONS SCALE: 1/4"=V-0" ,,, --,,, A \ • CLEAR SILICONE CAULK AT SEAM (TYP) / 2'-1" • CHROME ADA COMPLIANT FAUCET STAINLESS STEEL ACCESSIBLE KITCHEN SINK-WI Ali SOUND ABSORBING UNDER-COATING . : - '' PLASTIC LAMINATE COUNTERTOP& ,gr . SPLASH(SEE ELEVATION)OVER 3/4" .. ....,..... . . , _7:r--.111 ttet "1"."":::-'41......_. ., SUBSTRATE.PLASTIC LAMINATE AT ALL t EXPOSED SURFACES&EDGES. ___ .. ■ N-- ': 41."*"...:-. : PULLS: DOUG MOCKETT, c ;_ BAR PULL DP54D •■■•••■•■■•••■ X.:_i ' REMOVABLE BASE CABINET PROJECT NUMBER: • 208109 : DOORS AND BASE WI FULLY CONCEALED b Et EUROPEAN HINGE;P.LAM BOTH SIDES&ALL ', o EDGES OF DOORS&EXPOSED /BLACK Tigard Sr, Center AREAS,z , MIN.WIDTH CLEARANCE AT SINK:30" HEAT-PROOF m ; WRAP @ '1"? Garden Room EXPOSED tv : REMOVABLE BOTTOM . SHELF&BASE PIPING 4"RUBBER Addition BASE,CUT TO CABINET WIDTH ,14. / Z-0" N\ :N 88 1 5 SW O'Mara St. CONTINUE FLOOR FINISH UNDER CABINET AT SINK, Tigard, OR 97223 SEE FLOOR FINISH PLANS . • B4. SINK BASE . SCALE: 111=1'-0" B NMI • PLASTIC LAMINATE COUNTERTOP&SPLASH(SEE ELEVATION) PLASTIC LAMINATE COUNTERTOP&SPLASH(SEE ELEVATION) PLASTIC LAMINATE COUNTERTOP&SPLASH(SEE ELEVATION) . OVER 3/4"SUBSTRATE. PLASTIC LAMINATE AT ALL EXPOSED OVER 3/4"SUBSTRATE.PLASTIC LAMINATE AT ALL EXPOSED OVER 3/4"SUBSTRATE.PLASTIC LAMINATE AT ALL EXPOSED SHEET TITLE: Z-0" SURFACES&EDGES. SURFACES&EDGES. SURFACES&EDGES. 21-1" "i I 4e .i I c INTERIOR -.8c- kt. . 41 kt I .• .4. . ELEVATIONS . il:r.... ....;,...... thj ‘, ..: .. . ..“.... ...... . . ., : . . ..: ......„. I 1 .. ,... (Iv 0. , PULLS: DOUG MOCKETT, - PULLS: DOUG MOCKETT, INT. DETAILS 8 BAR PULL DP54D BAR PULL DP54D 1 - g . . ADJUSTABLE SHELF,TYPICAL . ' or. ADJUSTABLE SHELF,TYPICAL it) . ,nd...__,:......._...---------- ° ° .1 - MELAMINE DRAWER v T .1B . r'' INTERIOR-ALL SIDES&BOTTOM(TYP) - 1 b L.----vL.....,a,..ia.--9—„ I b . . . . . . , . , b : g ... (NI ° ° "c4, ° ° E.:a :' ........„■------1x2 CROSS BAR DRAWN BY PLD . 8 . DATE ISSUED: 9.03.08 2 ° ° . . - . _. SEE INTERIOR ELEVS FOR FACE ■,, SEE INTERIOR ELEVS FOR FACE . . . . &FINISH OF ALL EDGES OF DOORS :: &FINISH OF ALL EDGES OF DOORS c.) STEEL ACCURIDE FULL EXTENSION ALL it ... "g t STEEL BALL BEARING GLIDE DRAWER IF) vj 1 h SYSTEM,TYP. 0, kr i 11 Vi il :it §— F BASE,SEE ELEVATIONS Om. BASE,SEE ELEVATIONS ,‘ ■ BASE,SEE ELEVATIONS . l'3" •'3" •/'3' I;5 • g. 0 co _ - C2. OPEN SHELF C3. DOOR BASE C4. DRAWER BASE SHEET: A601 SCALE: 1"=V-0" i SCALE: 1"=1'-0" SCALE: 1"=1'-0" LRS Architect%1=0 2008 • B .N E. C 1 2 Mei 3 4 _ laamorgrS me ARCHITECTS 720 NW Davis 503.221.1121 Suite 300 503 221.2077 D Portland OR 97209 www.Irsarchitects.com UNDERSIDE OF FLOOR/ CEILING ASSEMBLY .$10.1) ARe r \ 1 IY I METAL CHANNELS©16"OC ,r r.►: �►r�� N -I . 1 •`--e b • k IA *1116 TI: C OF a.- ................... . ...•.... .� MECH/ELECT WHERE OCCURS 5/8"GYPSUM BOARD SEE RCP FOR DIM 4' CONSULTANT: EXIST WALL . A3. SOFFIT TO WALL SCALE: 1 1/2"=1'-0" A REFLECTED CEILING PLAN 0 0 4 6 GENERAL NOTES PROJECT NUMBER: 208109 1. DIMENSIONS ARE TO FACE OF FINISHED SURFACE. Tigard Sr. Center EQ. l ■ EQ. , I I I I I Garden Room B3 CEMENT BOARD REFLECTED CEILINGPLAN Addition A501 SOFFIT,TYP KEY NOTES 1 PATCH AND REPAIR EXISTING CEILING OR REPLACE 8815 SW Q St. •® ►K�� 1 I�N I I I I INI*■�I ' I WITH NEW TO MATCH EXISTING i ` ' • ' ' ' ' ' ' ` • � ' • ' ' • ' ' ' • . . . . . • '.�. .. '... . ',•., .• �',•. .' •'.'.�.' •'.•.�.' •'.'.�.' CONT SCREENED Tigard, OR 97223 • SOFFIT VENT • CONT SCREENED SOFFIT VENT :I I : GAR,DEN. I. LI CEMENT BOARD :. :• :.. R4-----\SOFFIT,TYP CEILING & ELECTRICAL LEGEND B =111 • SEE GENERAL NOTES,SPECIFICATIONS,MECHANICAL, ' n ' ' ' ' ' ' AND ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. /YlEC CLO$El' . .` ' •. .' ' '. . •' ' NEW GYP.BOARD CEILING . 101' id • 8'-0" . EXISTING GYP.BOARD CEILING —• h.. . : : . . : : . : . . . : . . ; : . . • :.: . . : : •.: . ; :.: . :'•. :';: ('. :':. ;' I o RECESSED FLUORESCENT CAN LIGHT � . • l.' . . . E' : : : : : : : ' : 1........--1 NEW SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE SHEET TITLE: 3 CL06ET " e-0 L OWER LEVEL z.,..z TRACK LIGHT FIXTURES r I ; : I`. I • I • PENDANT LIGHT FIXTURE REELECTED a e 0 EXHAUST FAN CEILING PLAN ...N. umm-�� r�� EXIT SIGNS(WI INTEGRAL ARROW WHERE OCCURS) (7-6")'.; : . '.: :'. ` �' I 1 I r I ' I � I } 4\ 4,0 I DRAWN BY: PLD 8 A3 . ---' ,701 I CEILING FAN DATE ISSUED: 9.03.08 TT 0 0,, HVAC GRILLE,SEE MECH. ig C"'-�- _ CRAFTS I I ACTIVITY #� I i} 103 } 107 I a EXISTING FLUORESCENT LIGHT FIXTURE 1 I I g I_- 1 EXISTING SURFACE MOUNTED FLUORESCENT LIGHT N FIXTURE '-0"' EXISTING CEILING HEIGHT AFF C2. PARTIAL LOWER FLOOR REFLECTED CEILING PLAN ED SCALE: 1/4"= 1=0" .„ 10'-0" CEILING HEIGHT AFF SHEET: A701 i LRS Archtleds,Inc.0 2008 C 0 c - 0 -a a. 0 1 2 3 NM 4 FINISH LEGEND FINISH SCHEDULE IMMErilliiirS MATERIAL CODE MANUFACTURER/STYLE LOCATION ROOM FLOOR BASE WALLS CEILING NOTES No Name North East South West Finish ® _ _ ARCHITECTS Linoleum LN-1 Forbo Marmoleum Dual Linoleum Tile Garden Room,Entry 101 ENTRY LN-1,2,3 RB-1 P-1 P-1 P-1 P-1 12-1 1 527 Brick 102 GARDEN ROOM LN-1,2,3 RB-1 _ P-1 P-1 P-2 P-1 P-1 4 1,2 720 NW Davis 503.2211121 LN-2 Forbo Marmoleum Dual Linoleum Tile Garden Room,Entry 107 ACTIVITY AREA#1 (E) (E) P-1 (E) (E) (E) P-1 3 _._. Suite 300 503 221.2077 0 793 Cotswold Portland OR 97209 www.Usarchitects.com 119 MECH.CLOSET CONC RB-1 P-1 P-1 P-1 P-1 P-1 LN-3 Forbo Marmoleum Dual Linoleum Tile Garden Room,Entry 120 CLOSET LN-1 RB-1 P-1 P-1 P-1 P-1 P-1 784 Coffee j'� 212 DINING (E) (E) (E) (E) P-1 .(E) (E) 4 � ARe . Paint P-1 Benjamin Moore Color Preview General 967 Cloud White 7 ` ` 'Y P-2 Benjamin Moore Color Preview Accent / O 695 Turquoise Mist • - rk4v K A fi' I$! • -, ■. • Mr Plastic Laminate PL-1 Nevamar Casework tf * vA HLGOO2T Amber Green 1?PL-2 Formica Countertops . 8 0 F Ot • 7215-58 Earthen Terra NOTES: ABBREVIATIONS: 1. See floor plans for paint color and flooring locations. CP CARPET Rubber Base RB-1 Johnsonite 4" 2. See elevations for finishes and their locations. (E) EXISTING 167 Fudge 3.Paint new gyp.soffit P PAINT 4.Paint gyp.at new door/windows PL PLASTIC LAMINATE CONSULTANT: RB RUBBER BASE • • A • PROJECT NUMBER: 208109 0 0 4 Tigard Sr. Center Garden Room EQ. EQ. GENERAL NOTES I I I I Addition 1 1. DIMENSIONS ARE TO FACE OF FINISHED WALL. 2.NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN DRAWINGS AND SITE CONDITIONS.Am. 8815 S I/V O'Mara St. 3.PROVIDE RUBBER TRANSITIONS AT ALL CHANGES IN FLOORING MATERIALS.ROPPE MATCHMATE RUBBER Tigard, 4R 97223 "1 I_I I �`"—""" I fl� 'Sri ■ ACCESSORIES,COLOR TBD. �, EQ. EQ. 1111 I I la 4.REPAIR/REFINISH ANY DAMAGE TO EXISTING FINISH %,' SURFACES IN IMPROVEMENT CAUSED BY �M CONSTRUCTION OPERATIONS. l 11111111111111PAr ' .MA H I � � 'DEN I 5 TC EXISTING TEXTURE AT ALL NEW WALLS. C'1 r R X02 w 6.SEE INTERIOR FINISH LEGEND AND INTERIOR FINISH 4 dill 11211111 B _ A A SCHEDULE FOR ADDITIONAL INFORMATION. j I �, i MECH. VAV4 ._ aosEr "IOWA 1114111111111; /4Vj / /jim ci y / ,�, KEYNOTES w III"♦ ter. �/ IIII / mid 1 START TILE PATTERNS CENTERED IN THE ROOM arair 4�, , �A A A , , W SHEET TITLE: 1 N.if. /'' �%� p� ��■■■►• /. /. FINISH PLAN,21114 Am O.: a 40.4. E • •. .� mifforwra p.2 •••••• •�•••• 4 FINISH LEGEND & I 0. / Q sr FINISH SCHEDULE Its 1 cq - - I r m FINISH*PLAN LEGEND 1 al \\\, I I DRAWN BY: --- g 1 KEYED NOTE DATE ISSUED: 9 11.2008 P-1 • P-1 WALL FINISH TYPE ► FLOOR FINISH TYPE :!, CRAFTS ACT1V1TYAREA#1 411,07 0 103 107 r 0 5 i 0 N A801 1. C21 PARTIAL LOWER FLOOR FINISH PLAN SHEET: tu SCALE: 1/4"= 1'-0" trtsar�,rtects,Inc. 20� `-- Er 01 h en c I C 1 2 3 1111111 4 ILE=1111.11175iiiiii/ mom ARCHITECTS 720 NW Davis 503.221.1121 /4 Suite 300 503 221.2077 0 Portland OR 97209 www.irsarchitects.com DESIGN CRITERIA REINFORCING STEEL FRAMING LUMBER (CONTINUED) . 1. BUILDING CODE: OREGON STRUCTURAL SPECIALITY CODE (OSSC) , 2007 EDITION 1. ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH "BUILDING CODE REQUIREMENTS 4. PLYWOOD SHEATHING: . 2. LIVE LOAD: FOR STRUCTURAL CONCRETE", ACI 318-05, AND "ACI DETAILING MANUAL", ACI SP-66 (04) , AS A. ALL PANELS TO BE OF MINIMUM 5 PLY CONSTRUCTION. EACH PANEL SHALL BEAR THE QUALITY A. FLOOR LIVE LOAD: MODIFIED BY THE PROJECT DRAWING AND SPECIFICATIONS. TRADEMARK STAMP OF THE "AMERICAN PLYWOOD ASSOCIATION". 1) ASSEMBLY AREAS: 100 PSF (REDUCIBLE) 2. REINFORCING STEEL: B. GRADES: B. ROOF LIVE LOAD: 20 PSF A. DEFORMED BARS: ASTM A 615 GRADE 60 1) ROOFS: 3. SNOW LOAD: B. WELDED REINFORCING: ASTM A 706 a) 5/8", "C-D", GROUP 1, SPAN INDEX 40/20, EXPOSURE 1 A. ROOF SNOW LOAD: 25 PSF 3. ALL LAP SPLICES SHALL BE CLASS B SPLICE AND 2'-0" MINIMUM UNLESS OTHERWISE NOTED ON 2) FLOORS: 4. WIND DESIGN DATA: SCHEDULE, MAINTAIN. 1 1/2" CLEAR MINIMUM BETWEEN PARALLEL BARS. a) 1 1/8", STURD-I-FLOOR, SPAN RATING 48" o.c., EXTERIOR A. BASIC WIND SPEED: Vs = 80 MPH 4. ALL REINFORCING STEEL AND EMBEDMENTS TO BE HELD SECURELY IN PLACE PRIOR TO PLACING b) FLOORS SHALL BE NAILED & GLUED PER APA GLUED FLOOR SYSTEM REQUIREMENTS. GLUE B. WIND IMPORTANCE FACTOR: I = 1.0 CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO ALLOW WALKING ON REINFORCEMENT, SHALL CONFORM TO PERFORMANCE SPECIFICATION AFG-01. FOLLOW MANUFACTURE'S C. OCCUPANCY CATEGORY: II 5. WELDING OF REINFORCING IS PROHIBITED UNLESS APPROVED BY STRUCTURAL ENGINEER. SPECIFIC APPLICATION RECOMMENDATIONS. D. WIND EXPOSURE CATEGORY: B . 6. REINFORCEMENT SHALL BE PLACED IN RELATIVE POSITION SHOWN ON THE DRAWINGS. NO SPLICES c) MAXIMUM PANEL SPANS WITHOUT PANEL EDGE SUPPORT: 5. EARTHQUAKE DESIGN DATA: IN REINFORCING WILL BE PERMITTED UNLESS SHOWN IN THE STRUCTURAL DRAWINGS OR APPROVED 1. SPAN INDEX 32/16: 28" A. BASIC SEISMIC RESISTING SYSTEM: LIGHT FRAMED WALLS SHEATHED w/ WOOD STRUCTURAL BY THE STRUCTURAL ENGINEER. 2. SPAN INDEX 40/20: 32" . B. OCCUPANCY CATEGORY: II 7. PROVIDE FOUNDATION DOWELS TO MATCH SIZE AND SPACING OF WALL OR COLUMN REINFORCEMENT. 3. SPAN INDEX 48/24: 36" amasairmarmarrumm C. SEISMIC DESIGN CATEGORY: D EXTEND DOWELS A LAP SPLICE LENGTH INTO WALL OR COLUMN AND TERMINATE WITH STANDARD HOOK 4. SPAN INDEX 60/32: 48" D. SITE CLASS: D 3" ABOVE BOTTOM OF FOOTING, UNLESS OTHERWISE NOTED. CONSULTANT: 5. PANEL EDGE SUPPORT SHALL BE EITHER TONGUE AND GROOVE EDGES, OR PANEL REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER, BUT NOT LESS THAN (1) BAR E. SEISMIC IMPORTANCE FACTOR: I = 1.0 8. EDGE CLIPS MIDWAY BETWEEN SUPPORTS (EXCEPT TWO EQUALLY SPACED BETWEEN F. RESPONSE MODIFICATION FACTOR: R = 6.5 DIAMETER UNLESS OTHERWISE NOTED: SUPPORTS 48" o.c. ) , OR LUMBER BLOCKING. G. SPECTRAL RESPONSE ACCELERATION: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" 3) WALLS: SHORT PERIOD: Ss = 0.937 B. CONCRETE FORMED AND EXPOSED TO EARTH OR WEATHER: a) 1/2", "C-D", SPAN INDEX 32/16, EXPOSURE 1, OR AS SPECIFIED IN THE SHEARWALL • 1 SECOND PERIOD: S1 = 0.337 1) #6 THROUGH #11 BARS: 2" SCHEDULE uCT(//5 H. DESIGN SPECTRAL RESPONSE ACCELERATION: 2) #5, W31 OR D31 WIRE, AND SMALLER: 1 1/2" C. MINIMUM NAILING REQUIREMENTS: '0 SHORT PERIOD: Sds = 0.700 C. CONCRETE NOT EXPOSED TO WEATHER OR NOT IN CONTACT WITH THE GROUND: „ �, i! 1 SECOND PERIOD: Sdl = 0.387 3/4" 1) NAIL SIZE: USE 0.131" DIAMETER x 2 1/4" GUN NAIL FOR ROOF DIAPHRAGM AND .\\ktIl �/ 1) SLABS AND WALLS: 3/4 „ 3" / tN E SHEARWALLS. USE 0.131" DIAMETER x 3 GUN NAIL FOR FLOOR DIAPHRAGM, I. SEISMIC RESPONSE COEFFICIENT: Cs = 0.108 2) BEAMS AND COLUMNS PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS: 1 1/2" ` F, l 2) SPACING: SEE DRAWINGS FOR SPECIAL NAILING REQUIREMENTS: `� 15,386 AR a) PANEL EDGES @ 6" o.c. GENERAL STRUCTURAL STEEL ''� 1. THESE GENERAL NOTES APPLY UNLESS SPECIFICALLY NOTED OTHERWISE. 1. ALL STRUCTURAL STEEL TO BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH AISC b) INTERIOR BEARINGS @ 12" o.c. rr�"'♦ OREG to 2. ALL CONSTRUCTION, TESTING AND INSPECTING SHALL CONFORM TO THE OREGON STRUCTURAL SPECIFICATIONS. c) ENGINEERED COMPOSITE LUMBER BEAMS & SHEAR COLLECTORS @ 6" o.c. ' �� = 0• �9�� SPECIALITY CODE (OSSC) , 2007 EDITION. 2. STEEL GRADES: 3) PROVIDE 2x SOLID BLOCKING AT PANEL EDGES OF WALL SHEATHING. yiN T. ,p*P 3. STANDARDS REFERENCED IN THESE NOTES SHALL BE THE LATEST EDITION UNLESS OTHERWISE A. BOLTS: ASTM A 307 FOR WOOD CONNECTIONS. 4) SHEATHING FASTENERS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE FACE PLY. • B. ANCHOR BOLTS: ASTM F 1554, GRADE 36. D PANEL LAYOUT: A NOTED. DETAILS SHALL BE APPLIED TO EVERY LIKE CONDITION WHETHER OR NOT THEY ARE , 1) LONG DIMENSION OF PANEL TO BE PERPENDICULAR TO FRAMING MEMBERS, EXCEPT PANELS EXPIRATION DATE: �a-st-os REFERENCED IN EVERY INSTANCE. FOR CONDITIONS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS 3. ALL STEEL EXPOSED AT EXTERIOR LOCATIONS SHALL BE GALVANIZED UNLESS OTHERWISE NOTED. AT WALLS MAY BE INSTALLED WITH LONG DIMENSION PARALLEL TO STUDS. 767 SIMILAR TO THOSE SHOWN. 4. EPDXY ANCHORS: DIAMETER AS NOTED IN DETAILS. MINIMUM EMBEDMENT = 8 DIAMETERS. 2) END JOINTS IN ADJACENT RUNS SHALL BE STAGGERED 4 FEET. 4. VERIFY ALL EXISTING FEATURES AND CONDITIONS (DIMENSIONS, ELEVATIONS, ETC.) UPON WHICH INSTALLATION SHALL BE IN ACCORDANCE WITH PRODUCT ICBO REPORT. APPROVED EPDXIES ARE 3) MINIMUM PANEL WIDTH SHALL BE 12" . THESE DRAWINGS RELY. SET-HIGH STRENGTH EPDXY AS MANUFACTURED BY SIMPSON STRONGTIE (ICC ESR 1772) , EPCON A7 4) EDGES OF ALL PANELS LESS THAN 24" WIDE SHALL BE BACKED BY BLOCKING (2x4 MIN 5. OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS ADHESIVE AS MANUFACTURED BY ITW RAMSET/REDHEAD (ICBO REPORT NO. 5560) , AND HY-150 AS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR STRUCTURAL ENGINEER BEFORE SIZE) . PROCEEDING WITH THE WORK. MANUFACTURED BY HILTI, INC (ICBO REPORT 5193) . 5. JOIST HANGERS AND FRAMING CONNECTORS: N I S N K 1 A N 6. REFER TO ARCHITECTURAL PLANS FOR FINISH FLOOR ELEVATIONS, FLOOR DEPRESSIONS, OPENINGS, A. DETAILS ARE SHOWN WITH SIMPSON "STRONG-TIE" CONNECTORS. NAILING SHALL BE PER ICBO SLOPES, DRAINS, CURBS, PADS, EMBEDDED ITEMS, NON-BEARING PARTITIONS, STAIR HANGERS, FRAMING LUMBER RESEARCH RECOMMENDATIONS TO ACHIEVE FULL ICBO APPROVED LOADS. THE MAXIMUM GAP DEAN 1. FRAMING LUMBER GRADES: 2005 WWPA GRADING RULES. STRESS VALUES SHOWN ARE BASE MEMBER CONSULTING AND STRUCTURAL ETC. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR SLEEVES, OPENINGS, AND HANGERS FOR BETWEEN END OF JOIST AND FACE OF SUPPORTING MEMBER SHALL BE 1/8". ENGINEERS SINCE 1919 PIPES, DUCTS, AND EQUIPMENT. COORDINATE THESE ITEMS WITH STRUCTURAL WORK. VALUES. B. USE THE FOLLOWING .JOIST HANGERS WHERE A MEMBER FRAMES INTO THE SIDE OF ANOTHER A. 2x4 STUDS (NON BEARING PARTITIONS) CONST. GRADE: D.FIR/LARCH, S.DRY, Fb=1000 swsra�car Ers�corof�o� 7. DO NOT SCALE DRAWINGS. COORDINATE DIMENSIONS WITH ARCHITECTURAL DRAWINGS. ' FRAMING MEMBER UNLESS OTHERWISE NOTED: 4° 'I-273489, 8. DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF B. STRUCTURAL LIGHT FRAMING No. 2: D.FIR/LARCH, S.DRY., Fb=900 1) ROOF FRAMING MEMBERS WITH SPAN OVER 20 FEET: (FACEMOUNT HANGERS) PERSONNEL AND PROPERTY ON AND AROUND THE JOBSITE. THE CONTRACTOR SHALL PROVIDE C. STRUCTURAL JOISTS & PLANKS (INCLUDES 2x6 & 2x8 STUDS) : No. 2, D.FIR/LARCH, S.DRY, TJI/L65 JOISTS: "MIU3" SERIES HANGER Job# ND767.00 ADEQUATE SHORING, BRACING, GUYS, ETC. IN ACCORDANCE WITH ALL NATIONAL, STATE, AND Fb=900 TJI/L90 JOISTS: "MIU4" SERIES HANGER LOCAL SAFETY ORDINANCES. D. 3x & 4x MEMBERS: No. 1, D.FIR/LARCH, S.GRN, Fb=1000 1 3/4" MICROLLAM "HU" SERIES HANGER 10. METHODS, PROCEDURES, AND SEQUENCE OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE • E. POSTS & TIMBERS: No. 1, D.FIR/LARCH, S.GRN, Fb=1200 3 1/2' , 5 1/4" OR 7" PSL "HU" SERIES HANGER CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE 2. WOOD I-JOISTS AND ENGINEERED COMPOSITE LUMBER: 2) FLOOR FRAMING. MEMBERS AND ROOF FRAMING MEMBERS WITH SPAN LESS THAN 20 FEET: THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. A. WOOD I-JOISTS: (TOP FLANGE HANGERS) PROJECT NUMBER: 208109 1) SIZES SHOWN ARE AS MANUFACTURED BY TRUSJOIST. MATERIALS, FABRICATION, HANDLING TJI/L65 JOISTS: "MIT3" SERIES HANGER FOUNDATION AND INSTALLATION SHALL BE PER NATIONAL EVALUATION SERVICE INC. REPORT NO. TJI/L90 JOISTS: "MIT4" SERIES HANGER 1. FOUNDATION DESIGN IS BASED ON ALLOWABLES AS SET FORTH IN IBC TABLE 1804.2 PFC-4354 AND TRUSJOIST WRITTEN RECOMMENDATIONS.2. SOILS ENGINEER SHALL VERIFY CONDITION AND/OR ADEQUACY OF ALL SUB GRADES, FILLS AND 2) JOISTS BY OTHER MANUFACTURERS MAY BE USED PROVIDED THEY HAVE THE SAME DEPTH AND 1/2" LSL OR PSL MIT" SERIES HANGER Tigard I'". e'en ter E UIVALENT ICBO APPROVED LOAD CAPACITIES AND STIFFNESS. 1/4 OR 7 PSL HB SERIES HANGER BACK FILLS BEFORE PLACEMENT OF FOOTINGS, SLABS, FILLS AND BACK FILLS, ETC. Q TOP FLANGE HANGERS AT I-JOISTS TO BE INSTALLED WITH 2 1/2" WIDE WEB STIFFENERS AND 3. SIDES OF FOUNDATIONS SHOWN STRAIGHT ARE FORMED. FOUNDATIONS POURED AGAINST THE EARTH 3) FLANGES OF I-JOIST SHALL BE MANUFACTURED FROM LVL LUMBER. C. B. LAMINATED VENEER LUMBER (LVL) : WITH (4) SIMPSON "N10" NAILS INSTALLED AT I-JOIST AND (4) "N10" NAILS INSTALLED Garden Room AT CONTRACTOR'S OPTION REQUIRE THE FOLLOWING PRECAUTIONS: ( j TO FACE OF SUPPORTING MEMBER A. SIDES OF EXCAVATION MUST BE VERTICAL (OVER POURING AND MUSHROOMING NOT ALLOWED) . 1) MANUFACTURED IN ACCORDANCE WITH NATIONAL EVALUATION SERVICE INC. REPORT NO. • • B. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEAN UP OF SOIL SLOUGHING BEFORE, DURING, AND ER-4979 D. SUBSTITUTIONS MUST BE APPROVED BY THE ARCHITECT AND HAVE ICBO APPROVED LOAD Addition 2) MODULUS OF ELASTICITY: E = 1900 KSI CAPACITIES EQUAL TO OR GREATER THAN THE SIMPSON "STRONG-TIE" CONNECTORS. WHEN AFTER POUR. HANGER IS IN CONTACT WITH PT WOOD, USE SIMPSON ZMAX OR SS AND SS OR HDG NAILS. 4. CONTRACTOR TO PROVIDE FOR DE-WATERING OF EXCAVATION FOR EITHER SURFACE WATER, GROUND 3) BENDING STRENGTH: Fb = 2600 PSI 6. SILL PLATES AND ANCHOR BOLTS: • WATER OR SEEPAGE IF REQUIRED. 4) SHEAR STRENGTH: FIT = 285 PSI A. SILL PLATES SHALL BE DOUGLAS FIR/LARCH NO.2 AND PRESSURE TREATED. St.5. BACK FILL OVER EXCAVATED FOOTINGS WITH CONCRETE OF SAME DESIGN STRENGTH AS FOOTING C. LAMINATED STRAND LUMBER (LSL) : B. SILL PLATES ARE TO BEAR FULLY ON THE TOPS OF THE FOUNDATION WALLS AND/OR SLABS. 88 1 5 S W Oars CONCRETE. 1) MANUFACTURED IN ACCORDANCE WITH NATIONAL EVALUATION SERVICE INC. REPORT NO. 6. NO CONCRETE SHALL BE POURED IN ANY FOUNDATION UNTIL EXCAVATION HAS BEEN REVIEWED BY ER-4979 THE TOPS OF ALL FOUNDATION WALLS/SLABS SHALL BE SMOOTH AND LEVEL. THE TOPS OF Tigard, 97223 THE SOILS ENGINEER. 2) MODULUS OF ELASTICITY: E = 1700 KSI FOUNDATION WALLS/SLABS SHALL BE CONSIDERED LEVEL WHEN THE MAXIMUM DEVIATION FROM 7. FOUNDATION TYPE: CONTINUOUS AND SPREAD FOOTINGS 3) BENDING STRENGTH: Fb = 2600 PSI GRADE IS +/- 1/8 INCH AND THE DEPRESSION BETWEEN HIGH SPOTS IS NOT GREATER THAN 1/8 8. DESIGN ALLOWABLES: 4) SHEAR STRENGTH: FIT = 400 PSI INCH ALONG A 10 FOOT STRAIGHT EDGE. . • A. SOIL BEARING: 1500 PSF (DL+LL) , 2000 PSF (DL+LL+WIND/EQ) 5) AXIAL STRENGTH: Fc = 2380 PSI C. ANCHOR BOLTS TO BE ASTM F 1554, GRADE 36 WITH STANDARD BOLT HEAD OR EQUAL B. LATERAL BEARING: 100 PSF/FT D. PARALLEL STRAND LUMBER (PSL) : DEFORMATION IN THE EMBEDDED PORTION. CUT THREADS ARE REQUIRED AT ANCHOR BOLTS. 9. STEP CONTINUOUS FOOTINGS AT VARYING ELEVATIONS PER TYPICAL DETAIL. SLOPED FOOTINGS ARE 1) MANUFACTURED IN ACCORDANCE WITH NATIONAL EVALUATION SERVICE INC. REPORT NO. D. THE SPACING AND SIZE OF ANCHOR BOLTS SHALL BE AS SHOWN IN DETAILS. PROHIBITED. ER-4979 E. LOCATE AN ANCHOR BOLT AT 6" MINIMUM TO 12" MAXIMUM FROM ENDS OF EACH PIECE. EACH 10. ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED SOIL OR COMPACTED STRUCTURAL FILL. TOP 2) MODULUS OF ELASTICITY: E = 2000 KSI LENGTH OF PLATE TO HAVE A MINIMUM OF TWO ANCHOR BOLTS. B 11111 OF FOOTINGS SHOWN ON THE DRAWINGS ARE MINIMUM AND SHALL BE LOWERED AS REQUIRED TO 3) BENDING STRENGTH: Fb = 2900 PSI F. INSTALL EXTRA ANCHOR BOLTS AS REQUIRED, WHERE PLATE IS CUT OR NOTCHED. REMOVE SOFT AND LOOSE MATERIAL AS DIRECTED BY THE SOILS ENGINEER. NOTIFY ENGINEER OF 4) SHEAR STRENGTH: FIT = 290 PSI G. SILL PLATES SHALL NOT BE DAPPED AT BOLT HEADS. 5) AXIAL STRENGTH: Fc = 2900 PSI 7. FABRICATION OF TIMBER CONNECTORS: LOWERED FOOTINGS. A. FABRICATION SHALL BE IN ACCORDANCE WITH 2005 EDITION "NATIONAL DESIGN 3. PRESSURE TREATED LUMBER: SPECIFICATION FOR WOOD CONSTRUCTION". CONCRETE A. ALL WOOD MEMBERS EXPOSED TO WEATHER AND SUBJECT TO DECAY SHALL BE PRESSURE TREATED 1) A WASHER OR METAL PLATE SHALL BE PROVIDED BETWEEN THE WOOD AND THE BOLT HEAD 1. ALL CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH ACI 318-05. USE MIXES WITH A DOUGLAS FIR-LARCH WITH ACZA OR ACA TREATMENT PER THE CURRENT AMERICAN AND/SH MAXIMUM AGGREGATE SIZE APPROPRIATE FOR FORM AND REBAR CLEARANCES TO BE ENCOUNTERED IN WOOD-PRESERVERS ASSOCIATION STANDARDS. PRESSURE TREATMENT ON WOOD SHALL BE ACQ-C, ACCORDANCE WITH ACI RECOMMENDATIONS. ACQ-D (CARBONATE) , CA-B, OR CBA-A WITH NO AMMONIA AND THE ACTUAL RETENTION LEVELS 2) AND/ HO NUT.T.SHALL BE 1/16" MAXIMUM OVERSIZE. 2. THE PROPOSED MATERIALS AND MIX DESIGN SHALL BE FULLY DOCUMENTED AND REVIEWED BY THE SHALL BE LESS THAN 0.40 PCF FOR ACQ, 0.41 PCF FOR CBA-A, OR 0.21 PCF FOR CA-B. IF 3) LAG BOLTS: . OWNERS TESTING LABORATORY. RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH AMMONIA IS USED AND/OR THE RETENTION LEVELS ARE HIGHER THAN THAT SPECIFIED, THEN a) LEAD HOLES SHALL BE DRILLED FOR LAG BOLTS: IS THE CONTRACTOR'S. SUBMIT TEST DATA ON EACH PROPOSED MIX FOR REVIEW IN ACCORDANCE STAINLESS STEEL CONNECTORS AND NAILS MUST BE USED THROUGHOUT. REFER TO SIMPSON'S SHANK PORTION = SHANK DIAMETER. . WITH OSSC SECTION 1905. 6. MIX DESIGNS SUBMITTED WITHOUT THE REQUIRED TEST DATA WILL BE GUIDELINES IN THE CURRENT SIMPSON CATALOG. THREADED PORTION = 70% OF SHANK DIAMETER. RETURNED WITHOUT REVIEW. b) LAGS BOLTS SHALL BE INSTALLED USING A PROPER WRENCH. SHEET TITLE: 3. CONCRETE SHALL HAVE THE FOLLOWING 28 DAY STRENGTHS (F'C) : 8. NAIL LAMINATED COLUMNS: FOUNDATION & SLAB ON GRADE: 3000 PSI NORMAL WEIGHT - MAX. W/C RATIO = 0.48 A. PLYWOOD FILLERS TO BE FULL WIDTH OF STUD AND FULL DEPTH OF BEAM. STRUCTURAL ALL OTHER CONCRETE: 3000 PSI NORMAL WEIGHT - MAX. W/C RATIO = 0.48 B. NAIL LAMINATE EACH PLY WITH 16d NAILS @ 12" o.c. AND BOLTED TOGETHER WITH 5/8" 4. SCHEDULING OF WORK MAY REQUIRE DESIGN STRENGTH IN SHORTER PERIODS OF TIME DIAMETER BOLTS AT 6'-0" o.c. MAXIMUM WITH THE FIRST BOLTS A MAXIMUM OF 12" FROM NOTES (LESS THAN 28 DAYS) EACH END OF THE COLUMN. 5. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE I OR II [TYPE V FOR REGIONS WITH HIGH C. NAIL PLYWOOD WALL SHEATHING TO COLUMN WITH 8d @ 12" o.c. EA EDGE. . SULFIDES] D. NO NOTCHING SHALL BE ALLOWED. 6. AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND TESTS OF 9. BLOCKING / BRIDGING: ASTM C 33 AND PROJECT SPECIFICATIONS. A. PROVIDE FULL DEPTH BLOCKING PER TRUS JOIST BETWEEN JOISTS AND RAFTERS OVER ALL 7. CONSTRUCTION JOINTS SHALL BE THOROUGHLY ROUGHENED (1/4" AMPLITUDE) BY SAND BLASTING OR SUPPORTS. MECHANICAL B. PROVIDE 2x SOLID BLOCKING BETWEEN STUDS AT MID HEIGHT IN WALLS OVER 8'-0" TALL. MNNIMMIMMIMMMMMNOOMI MEANS. CLEAN BEFORE POUR. LOCATION TO BE APPROVED BY THE STRUCTURAL ENGINEER. SUBMIT 10. NOTCHING AND DRILLING FRAMING MEMBERS: DRAWN BY: DKB LOCATION A. THE CONTRACTOR IS CAUTIONED ABOUT THE DRILLING AND NOTCHING OF STUDS, PLATES, PLAN FOR ALL PROPOSED JOINTS NOT INDICATED ON DRAWINGS FOR APPROVAL PRIOR TO WORK. JOISTS, BEAMS, COLUMNS, AND OTHER FRAMING MEMBERS. DATEISSUED: 8.15.2008 8. ALL CONCRETE TO BE REINFORCED UNLESS SPECIFICALLY NOTED "NOT REINFORCED". B. THE CONTRACTOR SHALL CONSULT WITH THE STRUCTURAL ENGINEER BEFORE NOTCHING OR 9. CONDUIT OR PIPE SIZE (O.D. ) SHALL NOT EXCEED 30% OF SLAB THICKNESS, AND SHALL BE DRILLING ANY FRAMING MEMBERS NOT SPECIFICALLY DETAILED IN STRUCTURAL DRAWINGS. PLACED FOUR DIAMETERS MINIMUM APART, UNLESS SPECIFICALLY DETAILED OTHERWISE. 10.EXPOSED PROJECTING CORNERS OF BEAMS, WALLS, COLUMNS, ETC. , SHALL BE FORMED WITH A 3/4" . CHAMFER, UNLESS OTHERWISE NOTED ON ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. 11.PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL ENSURE THAT ALL REINFORCING AND . EMBEDMENTS, INCLUDING COLUMN ANCHOR BOLTS ARE PROPERLY LOCATED AND SECURELY TIED IN PLACE. 12.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING CURING CONCRETE FROM FREEZING AND HOT WEATHER PER ACI 306.1 AND ACI 305 RESPECTIVELY. SHEET: ■ ID IRS Architects,Inc 0 2008 C . 1 IIIIMII 2 ME 3 MON 4 11011111111111.1111111!iiiiiiil IIIII ARCHITECTS 720 NW Davis 503.221.1121 SPECIAL INSPECTION PROGRAM • Suite 300 503 221.2077 D 1.THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO . THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF Portland OR 97209 www.lrsarchitects.com CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. 1704.7 REQUIRED VERIFICATION AND INSPECTION OF SOILS 2.PRIOR TO THE BEGINNING OF CONSTRUCTION, THE ARCHITECT(OR ENGINEER) SHALL CALL A PRE-CONSTRUCTION MEETING WITH THE ARCHITECT, ENGINEER, BUILDING OFFICIAL, CONTRACTOR AND SPECIAL INSPECTORS TO REVIEW THE SPECIAL INSPECTION REQUIREMENTS. VERIFICATION AND INSPECTION TASK CONTINUOUS DURING TASK LISTED PERIODICALLY DURING TASK LISTED 3.DUTIES OF THE SPECIAL INSPECTOR INCLUDE, BUT ARE NOT LIMITED TO: A. ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION AND TESTING AGREEMENT, PROVIDED BY LOCAL JURISDICTION. 1. VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE X B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT DESIGN BEARING CAPACITY. PLANS AND SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE - • ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE ENGINEER AND 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE TO THE BUILDING OFFICIAL. REACHED PROPER MATERIAL. _ X C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, ARCHITECT, ENGINEER, CONTRACTOR AND (OTHER DESIGNATED PARTIES) , IN A 3. PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS. - X TIMELY MANNER, AS ESTABLISHED AT THE PRE-CONSTRUCTION MEETING. D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES X - SPECIAL INSPECTION WAS INSPECTED, AND WHETHER THE WORK IS IN CONFORMANCE WITH THE DURING PLACEMENT AND COMPACTION OF CONTROLLED FILL. APPROVED PERMIT PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE OSSC. 5. PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND x • 4.DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO: VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AT LEAST 24 HOURS • BEFORE SUCH INSPECTION. CONSULTANT: B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT HAS BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL. C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT PLANS AND SPECIFICATIONS . AT THE JOBSITE. D. MAINTAIN AT THE JOBSITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. 1,3G•1.0 5.DEFINITIONS: REQUIRED SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE - 1707 g� .�Q PROF�'�< A. CONTINUOUS INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. INSPECTION '��£F G B. PERIODIC INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS Q � CODE or STANDARD IBC CODE NECESSARY TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH SYSTEM or MATERIAL FREQUENCY REMARKS i 15,386 APPROVED PERMIT PLANS AND SPECIFICATIONS. Continuous Periodic REFERENCE REFERENCE OREGON I ,► STRUCTURAL OBSERVATION -A`. _fir'Ngg ' 1.THE OWNER HAS EMPLOYED THE ENGINEER RESPONSIBLE FOR THE STRUCTURAL DESIGN, TO PERFORM **I tObs STRUCTURAL OBSERVATION AS DEFINED IN SECTION 220. OBSERVED DEFICIENCIES SHALL BE REPORTED N T. . IN WRITING TO THE OWNER'S REPRESENTATIVE, SPECIAL INSPECTOR, CONTRACTOR AND THE BUILDING • WOOD £XPIRAAON DATE: 12-31-09 • A OFFICIAL. THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN - STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFY ANY REPORTED DEFICIENCIES CONNECTIONS FOR DIAPHRAGM 767 . • WHICH, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED PER IBC CHORDS, COLLECTORS, BRACING, SECTION 1702. AND SHEAR WALL ANCHORAGE X ALL CONNECTIONS VISUALLY INSPECTED 2.THE STRUCTURAL ENGINEER SHALL BE NOTIFIED BY THE CONTRACTOR A MINIMUM OF 48 HOURS PRIOR AND HOEDOWNS 1707.3 TO: J FASTENING OF DIAPHRAGM AND A. PRIOR TO CONCRETE POUR. SHEAR WALL SHEATHING X N 1 S H K 1 A N B. PRIOR TO COVER OF SHEATHING / DECKING. C. PRIOR TO COVER OF FRAMING. DEAN MECHANICAL AND ELECTRICAL CONSULTING AND STRUCTURAL � ENGINEERS SINCE 1919 425 SW STARK STREET SEt2�FLOOR COMPONENT CERTIFICATES OF � °' °"'°' X 1708.5 MANUFACTURER'S CERTIFICATE OF COMPLIANCE REPORTS TEL .24, FAX 509.2794QN6 COMPLIANCE - Job# ND787.00 PROJECT NUMBER: 208109 REQUIRED TESTING FOR SPECIAL P E C i AL INSPECTIONS N S P E C T I ON S 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION • VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE Tigard Sr. Center . TESTING ' � 1904.2.2, 1 J13.2, 4. VERIFYING USE OF REQUIRED DESIGN MIX. -- X ACI 318: CH. 4, 5.2-5.4 SYSTEM or MATERIAL CODE or STANDARD IBC CODE REMARKS 1913.3 Garden Room FREQUENCY REFERENCE REFERENCE 5. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS ' ASTM C 172 FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND x -- ASTM C 31 1913.10 Addition DETERMINE THE TEMPERATURE OF THE CONCRETE. ACI 318: 5.6, 5.8 s 7. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMERATURE AND GEOTECHNICAL TECHNIQUES. X ACI 318: 5.11 -5.13 1913.9 � ' ASTM D2922 11. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE 8815 SW O'Mara . • PREPARED SUBGRADE DENSITY EACH 2000 SF OF OR 1704.7.1 PER GEOTECHNICAL REPORT CONCRETE MEMBER BEING FORMED. X ACI 318: 6.1.1 -- PREPARED SUBGRADE ASTM D1556 Tigard, OR 97223 EACH 2000 SF OF EACH ASTM D2922 FILL IN-PLACE DENSITY LIFT PLACED EACH DAY OR 1704.7.3 PER GEOTECHNICAL REPORT ASTM D1556 . CONCRETE . CONCRETE STRENGTH ASTM C39 MISC SPECIAL INSPECTIONS . • B mil CONCRETE SLUMP EACH 150 CY NOR LESS ASTM C143 THAN EACH 5000 SF OF 1704.4 INSPECTION CONCRETE AIR CONTENT SLAB OR WALL PLACED ASTM C231 1905.6 EACH DAY _ SYSTEM or MATERIAL FREQUENCY CODE or STANDARD IBC CODE REMARKS . CONCRETE TEMPERATURE ASTM C1064 Continuous 1 Periodic REFERENCE REFERENCE . POST INSTALLED CONCRETE ANCHORS SPECIAL INSPECTIONS APPLY TO ANCHOR PRODUCT NAME, TYPE, AND DIMENSIONS, HOLE DIMENSIONS, COMPLIANCE INSTALLATION X ICC EVALUATION 1703.4.2 WITH DRILL BIT REQUIREMENTS, CLEANLINESS OF THE SHEET TITLE: REPORT 1704.13.3 HOLE AND ANCHOR, ADHESIVE EXPIRATION DATE, AND CHT/ADH SIVE INS TORQUE LLATION, ANCHOR EMBEDMENT, SPECIAL REQUIRED TESTING for SEISMIC RESISTANCE SPECIAL INSPECTIONS INSPECTION - WOOD TESTING - . • FABRICATION OF PREFABRICATED SYSTEM or MATERIAL FREQUENCY CODE or STANDARD • IBC CODE REMARKS STRUCTURAL ELEMENTS X 1704.2 REFER TO INSPECTION OF FABRICATOR REQUIREMENTS • REFERENCE REFERENCE MATERIAL VERIFICATION OF STRUCTURAL PANELS AND NAILS X imaimmimmetammi FOR DIAPHRAGMS AND SHEAR DRAWN BY: ©KB . MECHANICAL AND ELECTRICAL WALLS WIDTH EDGE NAILING <4" M 1704.6.1 DATE ISSUED: 8.15.2008 - VERIFICATION OF FRAMING SIZE AT COMPONENT TESTING INCLUDING 0 DIAPHRAGM AND SHEAR WALL MOUNTING SYSTEMS OR • PANEL EDGES WITH EDGE NAILING X ANCHORAGE IF CETIFICATES OF 1708,5 <4" COMPLIANCE ARE NOT AVAILABLE s - SHEET: S 1 ■ . IRS Architects,Inc.®2008 C IMO 1 MI 2 aili 3 NM 4 LE rallarS 6"x6" OPENING ARCHITECTS OR LESS IN PLY. . DOUBLE 2x 720 NW Davis 503.221.1121 ft TOP PLATES EDGE NAILING -- Suite 300 503 221.2077 D SEE SHEAR WALL , °` HORIZ. LAP SCHEDULE �.�, fi SPLICE -, © 0 .I Portland OR 97209 www.irsarchitects.com TOP OF WALL �- c,� „l i• I• WHERE HORIZ. JOINTS - ./ u' Lug..? ,-- .i Z .I • HORIZ. LAP HORIZ. LAP HORIZ. LAP REQ'D, BLOCK ALL PLYWD. Boa '/, I T.; F'r 7.1 ¢ °W fi I• • 1•I I c1_ cJ SPLICE / / SPLICE � SPLICE y EDGE JOINTS, TYP. 0 o EDGE NAIL PLYWOOD TQ z <c O I OCCUR # ! 1:1 I' I I'I � I*1 \ I'I 1•1 ! I POST FULL HEIGHT Lu�'�-' `—� i , #l,.1 •• TYPICAL I st �. INDICATES STUDS 12"x12" MAX. OPENING STUD, TYP. •© 16"o.c. . • • • . ... ' ,• (PROVIDE BLOCKING AT ALL EDGES AND E.N. tv---' 1 NOTE: .. ��. 1 ji ' ALL AROUND OPENING) a w � USE 3x STUDS * � I I I \! I I I 0 MIN. WHERE .. BLOCKING MEMBERS TO MATCH STUD SIZE TYP.• Ni2 cr n PLYWOOD I W I•I I•I I (SEE DETAIL A—A FOR o I NAILING IS 3"o.c. • •• OPENING 6"x6" & SMALLER) OR LESS 4----411 1'l 1'I I a (.1 •• - POST AT END OF WALL �� CORNER BAR MAY BE / \ USED IN LIEU OF BEND i .. I I ( I .PLYWOOD SHEET .I._._,, SEE PLAN AND HOEDOWN TYPICAL / ' 0\ I 1.1 \ SCHEDULE CONSULTANT: . I .. INTERSECTION CORNER 6:! LL (`I ,� •I lel FIELD NAILING -- ''� �. FLOOR LINE SEE SHEAR WALL SEE TYPICAL STUD WALL DETAIL SCHEDULE DBL BOTT. It WHERE OCCURS 'EDGE NAILING FOR INFORMATION NOT NOTED. # 0,)CTUii,,, HOEDOWN — < . ��D PROF�r� SEE PLAN FOR LOCATION V AND TYPE 8386 9 FOOTI \ G REI \ FORCEVI \ T 6 S - EAR WALL SC - 3ULE 01 E, N tip v.+ 51 . 2 1/2"-1 '--0" 51 . 2 N.T.S. ' iN T. o `r' A EXPIRATION DATE 12-31-09 NAIL SYMM. 12-16d 16d AT 16"o.c. SPACING SEE SHEAR WALL SCHED. 767 ABOUT SPLICE / / - \ALLS' O" MAX. SPACING AT BEARING UPPER PLATE 4" 4" 4" 4" 4" 4" TYPICAL ONLY) TWO BOLTS MIN. PER SILL. SPLICE / / / r / / / NOTE: LOCATE PLATE 41/2" MIN. UPPER PLATE SPLICES OVER STUDS, 9" MAX. N 1 S H K 1 A N TYPICAL. Li, DEAN <t>Fat..-rA"7.4.1C7 ,i- liuli iiiii ,, ' ' SILL I CONSULTING AND STRUCTURAL - \-+LOWER TYPICAL AT ;, ENGMEERS SINCE 1919 -v.- -n- -,r- -,r- -� PLATE STUD LAP 4'—O" MIN. / LOWER PLATE BUTT ENDS OF SILL' ~ Job# ND767.00 TYP. UPPER AND LOWER PLATES SPLICE . 1, 2 PLAN -- SILL PLATE SHEAR WALL SCHEDULE ADD MSTA 36 MSTC40 E.S. OF I : 3"x16GA STRAP EXTEND 24" PASS CUT �3"x3"x5/16" It WASHER REQ'D DESCRIPTION AND NAILING SHEAR TRANSFER 3 AT SHEAR WALL' i PROJECT NUMBER: 208109 AT MULTIPLE PENETRATION 4 5 6 SHEAR ==--------= 1 TOP OF PLYWOOD NAILING TOP It CONN. SOLE It CONN. SILL CONN. CAPACITY Tigard ' ,1 CONC. MARK SHEATHING 3x Sr. Grater 11111111/=MICE2=111111111111111=111=1= ., ►, SILL I (SEE PLAN) (NOMINAL THK.) FRAMING EDGE NAIL'G FIELD NAIL'G A35 LTP4 SDS14x41/2 LTP5 5/8"Ø &K'G N - .--.ANCHOR BOLT (E.N.) (F.N.) (450#/A35) (670#/LTP4) (345#/SDS) (595#/LTP5) ANCHOR BOLT Garden Room SOLID L f ' DUCT PENETRATION SEE SHEAR A dit AT E.S. OF DUCT WALL SCHEDULE 6 1/2" C—D — 1Od ©6"o.c. 10d ©12"o.c. 16" 24" 12" 23" 48" 310 PLF ELEVATION -- STUD WALL TOP PLATE SPLICES - ' SECTION, 4 1/2" C—D YES 10d ©4"o.c. 10d ©12"o.c. 12" 16" 8" 12" 32" 460 PLF O'Mara NOTES: 1. APPLY DETAIL TO WOOD PLATES OF ALL STRUCTURAL STUD WALLS. 2. BEFORE PLACING BOLTS, CHECK LOCATIONS OF ALL POSTS, NOTE: 3X SILL IS REQUIRED AT SHEAR WALL 1/2" STRUCT I YES 10d ©3"o.c. 10d ©12"o.c. 8" 12" 6" 10" 24" 665 PLF Tigard, QR 97223 MULLIONS, STUDS, ETC. TO INSURE THAT SUCH WILL NOT FALL AT BOLT LOCATION. w/10d © 3 E.N. OR TIGHTER SPACING USE 2X SILL ELSEWHERE AT 1/2" STRUCT I YES 10d ©2"o.c. 10d ©12"o.c. 6" 8" 41/2" 8" 16" 870 PLF • 11 TOP A\ D B O T T O V P LAT = OF STUD WALL. CONTRACTOR'S OPTION 1/2" STRUCT 1 8 S1 . 2 N.T.S. 4 YES 10d ©4"o.c. 10d ©12"o.c. 5" 7" 4" 7" 16" 1020 PLF 2 BOTH SIDES B MN HEADER ABOVE OPENING 8 • 1 TYP. — SEE SCHEDULE 1/2" STRUCT I YES 10 @ "o. . — 12" 2-2x TOP PLATES SAME WIDTH AS STUDS 4k BOTH SIDES E d 3 c 10d ©12 o.c. 6" 3" 5" 12 1330 PLF CONT., TYP. OR ADD NAILER AS REQ'D 8 HEADER SCHEDULE TOP PLATES SPLICE 1/2" STRUCT f — �/ „ — 16d ©6 o.c. SEE TOP PLATE YES 10d ©2 o.c. 10d ©12 o.c. 41/2" 2" 8" 1740 PLF "D" "W" STAGGERED TYP. DETAIL 2 BOTH SIDES HEADER DEPTH WIDTH OF OPENING I f I II 1 1 �� „ NOTES: 1. STUDS IN ALL SHEARWALLS TO BE DOUGLAS FIR SPACED AT NO MORE THAN 16"o.c.. ALL PANEL EDGES SHALL BE FASTENED TO FRAMING. 4x8 TO 36" MAX. © STUDS © 16 o.c. 2. ALL PANEL EDGES IN SHEARWALLS SHALL BE BLOCKED. PROVIDE BLOCKING IN SHEAR WALL PER DETAIL "ELEVATION — PLYWOOD SHEAR WALL" » » `� TYP. U.O.N. , SHEET TITLE: 4x10 3'—l " TO 6'--O" Ii (SEE STUD SCHEDULE FOR 3. ALL SHEAR TRANSFER HARDWARE SHALL BE BY SIMPSON STRONG—TIE AND SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. �_ » 111\ STUD SIZE) FOR SHEAR TRANSFER NAILING, PREDRILL HOLES FOR NAILS WHERE NAILS TEND TO SPLIT WOOD. TYPICAL DETAILS 4x12 6 1 TO 9 --q I II 4-16d 4. SEE GENERAL NOTES SHEET FOR PLYWOOD INFORMATION. USE EXTERIOR GRADE PLYWOOD (OSB ACCEPTABLE AT INT. WALL ONLY) I II1 EA. END 5. FOUNDATION SILL It's AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3x 2x CRIPPLES W/ NOMINAL MEMBER. PLYWOOD JOINT AND SILL I NAILING SHALL BE STAGGERED I 16d ©8"o.c. � IN ALL CASES. III 0.148"III . 6. NAILS TO BE COMMON WIRE NAILS OR DIA x 2 GUN NAILS EXCEPT AS NOTED. = II "W" 7. PROVIDE A MINIMUM 3"x3"x5/16" I WASHER ON EACH ANCHOR BOLT. PROVIDE A 3x P.T. DOUGLAS FIR SILL It AT ALL SHEARWALLS. WINDOW II II I 8. WHERE PANELS ARE APPLIED A WALL, PANEL I ►, » CONDITION E LIED ON BOTH FACES OF W LL, ANEL JO NTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. AT WALLS WHERE "H" EXCEEDS 10'-0", SOLID BLOCKING 9. WHERE ROOF JOIST PERPENDICULAR TO SHEAR WALL PROVIDE SIMPSON H1 CLIP --- i DRAWN BY: DICE PROVIDE 1—ADDED FULL HEIGHT STUD AT (TO MATCH STUD SIZE) FROM ROOF JOIST TO DBL. PLATE IN ADDITION TO CLIP SHOWN ON SHEAR WALL SCHEDULE. EACH SIDE OF OPENINGS. PROVIDE 2—ADDED 1 1 1 1 AT STUDS OVER 10'-0" HIGH DATE ISSUED: 8.15.2008 I I FULL HEIGHT STUDS EACH SIDE WHERE /11 (AT MID--RIGHT, CONTINUOUS) III "W" EXCEEDS 6'-0" I !I II I I I INSIDE DOUBLE STUDS W/ " 16d © 120.C.--- . I H 1 PI Ii---- 1— -TT 1 SIMPSON A35 CLIPS TOP AND BOTTOM AT EXTERIOR WALLS iLVATIO\ WITH "W">4'--0" AND (---11-- _ �.10 TYPICAL STUD WALL _ RAVI \ G INTERIOR WALL WITH "W">8'—O" ` S - EAR WALL SCHEDULE SHEET: S 1 X 2 f IRS Architects,Inc.®2008 S1 . 2 N.T.S. S 1 . 2 N.T.S. C am I 2 Mii 3 an 4 • Lam filmirS ' , am ARCHITECTS 720 NW Davis. 503.221.1121 It • ' Suite 300 503 221.2077 D Portland OR 97209 www.Irsarchitects.com tepSc9E1A,MRPsS47DO.EiNT.S S2W/s1 24yx.18 SIMPSON SSW1 2x8 PER DET. 2/S4.1 . 0 T 8 S4.1 (To + 4 T 7 S4.1 64. ° 0 T 0 0 . o o I 13.■I kS' I I. 0\MIMI. 5 Er S I M S4.1 1 ',t, I I 1111111111111111111111111111111111111111.1111111111111111111•1111111111111111■111111111111111111MMINNI *.....:9+.0 !,t. 1'-4" / 4, ,c. S4.1 -5- 4 I S4.1 1'-4 /I, 46) CONSULTANT: I- d'e, oks, I - I I co 1 + _______, ... L.._ co . 4" CONC. SLAB r— at 0 • . 11 "I .—4" #4 © 18 L-___j M CHANICAL ___I / • EA. WAY 1 0.5 M -----i° AI" ,stikOCTUlitA -• \71 0 1'-4" 4 S4.1 1 SIMPSON SSW1 8>I8 I S 1 Q,T6 PRO . " A4,040.-- „Op (..,2I S4.1 I il PER DET. 2/S4. 4 "P ''..A 1 mir 4I 7.0 6.0 Alo • - 15,386 1 I 4k.7 I _ • 1:1 2----L.--L-1 n NI r - t Ci 1 t _1 I In 1 0 111.11 0 .i/ .^.. :fr---0:Aorr, ,4' 0- - JO N': ' ze ' Ll tt,t) sb ki..) I ; q\el, I 6 44..4. *, x3+. *, + 4, v?,f. I 411/V T. lAr co c:. I I I • (It i S4.1 NV ,5,7,40 '5,74 ..‹..st..0 dc • Lt_ i JAN nrill A MN , & *I TYP. 46 op), oe, 00, ye, 04, -,i'e, CZ's EXPIRATION DATE: 12-31-09 5 3 PLACES 109 t —J , 5 AI AM 5 WOMEN 767 I " I — sim. \S42)1 S4.1 S4.1 • S4.1 S4,1 112 • .• A/C I I I I . COMPUTERS / — 114 N1SHKIAN _ - k ----/ ---L L----- --- 1 1 gid UNISEX el ---118 113 * 1111111.wommormemi a;1; .""""' "'".. 0 DEAN CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 nil I ri UP I I I I I- 0 425 SW SECOND FLOOR - NM MN '"--- ELEV 11111101111 .... ...I LOBBY . 411 . Job# N0767.00 U I P ilimiiiir RAGE maw 1--- 4.-- umALIGN S....cr_iTDRA IGIE5 i • Ews — HO. j _________ I if- ' ii a I ® I li— - I , I LEV/ Li 1111.11•111111111111111111111.111111111111011111MINVIIMININIMINIIIIIIIIIMINO MECH ,u7 SPRINKLE PROJECT NUMBER: 208109 . - 111 4 . I Tigard Sr, Center . I Garden Room , , - _ o Addition . I I I I I I I 8815 SW O'Mara St.• . Tigard, OR 97223 • I . — — _ — 0 B NM • 1 1111■1111111111111111111•111111111111111111111111111111111111111111■11111111111111111111111 SHEET TITLE: FOUNDATION PLAN • . . . . PAD FOOTING SCHEDULE DRAWN BY: DKB DATE ISSUED: 0 8.15.2008 SIZE 0 REINFORCING MARK TOP REINF. BOTTOM REINF. LENGTH WIDTH DEPTH LONGIT. TRANSVERSE LONGIT. TRANSVERSE LEGEND: 0 3'-6" 3'—6" , 12" — - — (4) #5 (4) #5 ,,--MIN. LENGTH OF WALL All• 27''' /—PLYWOOD • 0 3'-0" 3'-0" 12" — — (3) #5 (3) #5 Nr2 _rni —. --0 ... ._ DENOTES PLYWOOD SHEARWALL MARK . ..._.....,,.. \ SEE 4/S1 .2 FOR SCHEDULE PLYWOOD BOTH SIDES WHERE OCCURS , 0 NOTE: CONCRETE SHALL HAVE A MN. COMPRESSIVE STRENGTH OF Vc=3,000 PSI o WOOD POST — SEE PLAN FOR SIZE SHEET: S2111 OS Architects,Inc.0 2008 C IIIIIII 1 2 NIMI 3 MN 4 • ....n..+......,...M....MT.1..,...I.,■,...MIMINW.1. - V■ ,wei,....... •,...,,,.....M m ____,,,, .--- --, -....e.-*. .-■..*.-■--.....«.*ns• ■............-•-■■•.................P7.....,....1.. s.,--. + ■.«....,......,.....,a ........... ....*••■■•- ■.....*.......rn■-■ ....a....... 1 . I_ LI11111111S . . mum ARCHITECTS . . . . 720 NW Davis 503.221.1121 'It . . . Suite 300 503 221.2077 D , . Portland OR 97209 www.irsarchitects.com SIMPSON SSW12x8 • • PER I,DET. 6/S6.1 0 ) . ,, T T T T 0 2 3 1 3 °PP . i S6.1 S6.1 S6.1 S6.1 HAND c) I . . . ,•111.0wIMMINNOW 1m 10.0.011•0•MM. '...."""'"..=..'''.'"""'"'"'''""".*A....=.1•7"2!.."7'."".:'".'''.71 i i 2 X • i 2 X I .if ,.•fi- ,,, ,„ I 2.*E PSL elsico c° - L • : X it n eL III >C4,w I ilk IA411 11 1 Ark 1111.1111111111.111111.111.111.111.11.111111111111111.1111.1.111111 . I' CONSULTANT: . to a or, mill. S6.1 I ....... _ ...... .0 i • ••- • • „. , - - • ! 16' TJI/L65 4111' • :11 I R.J. ©16 o.c. i 11/8" PLYWO D Alai i 7c(cf. A, ki .. . • . . ,,,,i0CTU/ied4 .1- . S6.1 "!! 1 *scNI 16" TJI/L90 . At PROF ‘ 10.5 4:011. 1 .1 bi R.J. 16 o.c. . . 11 1.—illip SIMPSON SSW18x8 V cf' PER DET. 6/S6.1 •' . %000priv-4%, r ...... _ .......: : 7 i I 4 0 7.0 il : 116:* iii illarillr."---1 - 15,386 I I I . =a•Miliiiiiiiiiiiilliliiiiiiiiiiiilt =- ==wpm= 0 ) 6 x 8 AMIN (E) 6 x 8 .2111.111' ==---' •xi: .x: •x: • • AIM OREG*. I ...:-. -- T(.7) ° 1 I- ME— ---1 • , ; ___j MI L.. ._.J 1 OFFICE OFFICE diC.0 S6.1 207 206 N T. L.. 1 111 L il..is,.., .J... .so- 4lt • ... 1 ...L.... . . . NEAL:, i ., EXPIRATION DATE: . 12-31-09 11111 '--I• 4' i 7 . 1-1- 'La' Ill II • 767 • A _,, m cci co_j m • cci 4 :UP.- . . 0 CD Sa - N 1111111111111111111111111111 (E) 4x12 LEDGER I . _..., 1 ,.._, ,--,- — \ • . .9.0 Whim 11111-albri (RI (7\-1 'C-Cl / rc 'i \ (;;' 1) 7 1 • 410 I.4 (E) I 11 ©16”olc r1:= 1/ x FJ ©16''o.c.'c,<. ACTIVILY1 ‘,..'.< (E, °,_.„ .° 0116”o.c. PTrilliirr* • . I int 1- -if III 1 ,i,,. (E) 2x12 FJ ©16”o.c4 ■'t --,. • • . Lc, EN — al III il @16''o.c. (E) 2x12 J ©16"9.:Q.c° — - . (E) 2 4/ J Rairiii"o.c. .,ill I _ese_ NISHKIAN — 1-- Ill TO) 2 x1I Elm ©16 o.c. W111.III 111 ro'cr) [ri rI irj to 1:1 4"i o ra lir I.a r WOME a • LLI 20" I FJ ©16 o.1 o DEAN MIMI w4)iim I im _ MINNIIIIIIIMININI 0 ,, i j j ANEW ":IV 0 CONSULTING AND STRUCTURAL - ENGINEERS SINCE 1919 I - / ‘' 4111.IIIIIMMIIIIllialliliaIIIMMIMIIIIIIIIIIIIMIMIIIIIIIIIIMNMIIIIIII • - alIWI ---- 1111111111111111- C,-N-- 111 .' I . . . • f ma 111 I c\I RETAIL • 204 ET3 • 67111111111111111 ,.......--.................11 ......„.. ... . I • . 4>426pelpiereTFOONO FLOOR . Job# ND787.00 • • OADING 1MB i hill am ii mumnum i_. I 414.5 1,1.4,—, 1 1 ,..41 ,—; li.::, '4.....innommilm.. ........=-....: . --- animInimummultimmimm,.• 0 1 ,,,-; LIIIIIIIIIIIIIIrja r I NI row■iwornromarmmmmirms■ , — — • I TN< (4)7 Ill PROJECT NUMBER: 208109 1 l '—' c\I tii......., ca, . ! —1-1-• — (E) 4x1i14:‘ • Pr Tigard S r. Center __val., IL'; . - ,, - I I I I 1 I I I I k,. ' . Garden Room ENTRY 203 _amimil-1-- Addition I I LI , momilmiTh- r ..._. . • , 0 . cl/ 1.,...=.1 . ;a PP , -0 • . , I I I I 8815 SW O'Mara St _ , . , . 1 LIBRARY j Tigard, OR 97223 I Boa i . . I- I I I I I I . I • .... -.... ..I 0 ...... B 1111111 • . . I I I I . . , . ............. ... • SHEET TITLE: . TERRACE LEVEL . • FRAMING PLAN . • • • . ...a..........mammo . DRAWN BY: DKB DATE ISSUED: 8.15.2008 LEGEND: • . • ,"--MIN. LENGTH OF WALL Nr2 27:1E-PLYWOOD DENOTES PLYWOOD SHEARWALL MARK SEE 4/S1.2 FOR SCHEDULE . . PLYWOOD BOTH SIDES WHERE OCCURS 0 WOOD POST - SEE PLAN FOR SIZE SHEET: S2. 2 . IRS Archittiots,Inc.0 2008 --- . • C ___ 1 Mil 2 3 MN 4 _______ __...._._...__ ,.....,............. ...,_ , _ ...11,19.11,910.......,.... - ...----■••■••■•■ , .- , .,., . * . .•. . • , , ...,-,.......-n. •.„ ,..*m1,..rn . .. 45.114.0.VO., ■ ----- --— ------ • .- - . • LIIIIIIII. IrS ENE ARCHITECTS 720 NW Davis 503.221.1121 Suite 300 503 221.2077 121 Portland OR 97209 wwwirstirchitects.com 1/2" THK. PLYWOOD SHEATHING 2x6 STUDS 016"o.c. . 5/8" 0 ANCHOR BOLTS SPACE PER SW SCHED . • (48"o.c. MAX) SET #4 DOWELS w/ 2x6 P.T.D.F. SILL PLATE . 3"x3"x5/16" THK. PLATE WASHER - TYP AT EA BOLT ' SIMPSON SET EPDXY 6" Alo #4 DOWELS - PER ICC ESR-1772 AND SHEARWALL BOUNDARY (4) PER FOOTING MANUFACTURER'S 5c o("N' . 11W1"it0 i.1 11 NAILING RECOMMENDATIONS \ \ < ..... #4 CONT. BAR . i, tt --.„,-11 • \ \ / _..---- -----_,p. ' jr a CO rr ,"7r'rr"r"r ,',',.r.r.sr's's's'y 11-7 ? A — ■ 4\ As //\, /:\ IIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIMIMIMIMMOMIMIMMMIIIIMIIIIINIIIIIIIIIIIIIIIIIIII , I \ \/\\\ /\' / <> ' e-- / // CONSULTANT: . /\ lik . • 4.0 I -\ 1 11111,",-; : :-:-;-:-:-:-,-;-:-;-:-:-; (2) #4 BARS TOP AND (E) FOOTING ci _.., : o >... • .-- <\./ \ ,\.\,/4 / BOTTOM OF FOOTING ,ciINCTUAt.4 2.-0" LAP 4r4" EMBED • tr) 3" CLR. aa PROF ,,‹ / --de /----,,, TYP. / ,cx G _ 1.-4" it . 4, 15 ASA / 15,386 ('-----6—. 1 DETAIL 3 DETAIL '.°•.411111110N,e. 040 .41k S4. 1 1 "=l '-o" S4. 1 1 "=1 '-o" ifeN T. IW'' EXPIRA110N DATE: 12-31-09 . • A 11111111 ' 767 . WOOD POST PER PLAN -----V\--- 1/2" THK. PLYWOOD FULL HEIGHT \/\_____ 11 0 SHEATHING • END POST 11 PER PLAN 11 SIMPSON CB BOUNDARY NAIL I 1/2" PLYWOOD SHTG SIMPSON STEEL STRONG-WALL 11 FURRING STRIPS NISHKIAN ((EON WALL L OCCURS)• 1 PER PLAN AS REQ'D • DEAN -TO END POST TYP CONSULTING AND STRUCTURAL. 11 . 1 ENGINEERS SINCE 1919 3x6 P.T.D.F. SILL PLATE II I; SIMPSON SSWAB3/4x24 012" PANEL A MIX:=INZSECOND FLOOR 12" x 12" CONCRETE SIMPSON HDU 0 0 ° PEDESTAL w/ (4) PER PLAN 11 11 SIMPSON SSWAB1x24 018" PANEL 'V TEL:503474-1643 FAA 603473480 (2) PER SIMPSON STEEL #4 LONGITUDINAL BARS SIMPSON SSTB16 Job# NO787.00 STRONG-WALL TYP. • \ r"-r-- CONCRETE PAD FOOTING 1 , !! Al • A 0 (VERIFY W/ MFR) PER PLAN - CENTER 11 il 2x4 P.T.D.F. SILL PLATE a-A` D ON WOOD POST 0 o: as. ..11641 #4 CONT. BAR 1111■11111M111111111111111111111111111111111111111•1111■11111111111101111111111111 '-'/N Ii 4i' wro \;■/-\\\ \\/./ 11 P cz a < PROJECT NUMBER: 208109 t o ilr...:7-4 IX t \ I A cn co . , • < --- X/X/ \/ 77.-"\-77-\\--77- Tigard Sr. Center 'P'1.'i..,''l.'t'J..7.J.-7't',.7'f.'Y.1.,.i*7-P.',.1*"'P /XY A \ . / / 0 /\ Addition 1 . .... 111144,„ • . .1 \ • • . iiii \ s ' - (E) FOOTING -'■ \ _ (2) #4 BARS TOP AND ci* : BOTTOM OF FOOTING _la 3" CLR. 3" CLR. 8815 SW O'Mara St. / PER PLAN . / 0 ,_ / / NOTE: DOWELS NOT SHOWN <\/;<\ ,\\/ /\\\/, .. 1- FOR CLARITY Tigard, OR 97223 it) .08 pao- i---9 9 ---- TAIL 5 DETAIL 12 D ------- TAIL .. . , . i z1-. 1 1 ".1 '-o" S4. 1 i ".1 '-o" \\S.4.) i ".1 '-o" . B iiii WOOD POST PER PLAN III ............V._...... DOUBLE 2x6 SILL PLATENNN1/4 11 - It 1 (E) WALL . 1 1/2" THK. PLYWOOD , • ii SIMPSON A35 (WHERE OCCURS) SHEATHING ii (2) PER POST TYP. 2x6 STUDS 016"o.c. 3x6 P.T.D.F. SILL PLATE lamam■mnromnsismms■ 5/8" 0 ANCHOR BOLTS SHEET TITLE: 0 48"o.c. `‘._ • i 2x6 P.T.D.F. SILL PLATE FOUNDATION . .....iiiih..41111S CONCRETE PAD FOOTING 6" 0 3"x3"x5/16" THK. PLATE tt PER PLAN - CENTER ,,a1 WASHER - TYP AT 'EA BOLT DETAILS ....„.s.> \ . • ON WOOD POST p a < 11111 / X/ X/ \/// \/ \\.77- W m to • C\ #4 CONT. BAR - ,-- / 7/ / / . / _.>-<- \ \ • 7\\ / ' \ 7\/\ .t. • • • • • - •0',P,,,W J,A11,,,1 1,3', / /XY 111101111111.1111.1111111111111111111.1111110 \ :7:7.":7.:7"":7'7:7:7':7:>' a CO Fir\\\ \\ \ /\\\ /\44 L‘ /N\ /\ /\ /\/\ DRAWN BY: DKB /\\\ /\'X\" 1,1,4 --,,,,,, k'111,40 ..I , /'0 .-- DATE ISSUED: • 8.15.2008 i '\\ \ . \ . \ . ' " (E) FOOTING // #4 x 24" DOWELS ...\____ \ -s■ \ ©18" ON CENTER ci \14 (2) #4 BARS TOP AND ci TYPICAL SET THREADED ROD w/ d a: /\ ' - - - - / - -'. BOTTOM OF FOOTING o ›.. / --J 0:. 3" CLR. 3" CLR. o >._ / / / / 1 '—0" SIMPSON SET EPDXY. • I- \ \ \\\\4 , (2) #4 BARS TOP to 3" CLR. 4 I- PER ICC ESR-1772 AND rn / PER PLAN / AND BOTTOM OF FTG ....0 MANUFACTURER'S TYP. • RECOMMENDATIONS (-7 DETAIL l!) DETAIL ( 1 DETAIL SHEET: S4 I 1 1 \\ ._.4-.) 1 ".1 '-o" S4. 1 1 "---.-i '-o" z1-) 1 " .1 '-o" . LRS Architects,inc.0 2008 C MINII 1 MN 2 MN 3 INN 4 • -'---- --- l • . _ . . 1,...r.s NMI ARCHITECTS . 720 NW Davis 503.221.1121 IN FLOOR DIAPHRAGM FLOOR BEAM Suite 300 503 2212077 D BOUNDARY NAILING PER PLAN Portland OR 97209 wwwirsarchitects.com SIMPSON HGUS412 w/ (4) 3/4"0 cQ.,,\) PROfi41 •Z.".....::'''...:=*.±:Z.:::-.3:-•":"W: FLOOR DIAPHRAGM 4.1......w,==.1.-4.2remme.--a-71-6= \ / BOUNDARY NAILING FLOOR DIAPHRAGM PER PLAN (4) SIMPSON LTP4 FLOOR BEAM PER PLAN SIMPSON IUT HGR. ' FLOOR BEAMS - 2 PER SIDE TYP. TYPICAL • PER PLAN AT STRONG-WALL l'APAIIIIIIIIIKIPWAIIIIIIIIMIMM11111111r.~4,410101WW*1111111,11•MAINIWW41111111111/411,4I4.1111111.21W411111111P2VAIMMIIIIIWINTAKIIIIIMIPINI~411~01/41,411111111•4•4&IP' DOUBLE 2x6 TOP PLATE Ank if,70...■forAmmwatoratalewaurairwrirwrArAtimmarammaimmrmial•MiniPIVW:02,41P2M111111/41/ANAINIIIIIIIIMr.111.11.%.1101111111.10.511r V ."7 • 'T * • /X • igi_ • SIMPSON STEEL STRONG- 4 * * ' 1 • WALL TO ATTACH DIRECTLY "14-..-. 1 • . • • • • •• • (CONTRACTOR TO VERIFY ihriBili r-""76.1., 1 : • • • • 9.0 • _ ...0...— ....., FLOOR TO FLOOR HEIGHTS • • ; •• :•..• / PRIOR TO ORDERING WALLS) 1 C_____ _j; .\- .. 1 • • . • 10- lo.. .. . ii • • • ,-.1." marmousuir . SIMPSON SDS 1/4"x31/2" 11 FLOOR BEAM\ imprim _.....iiiiiiiiri; 6x6 BLOCKING SCREWS PER MANUFACTURER 11 PER PLAN Pr' 4011114444444444\,, CONSULTANT: . I 11 SIMPSON LTP4 • SIMPSON STEEL STRONG. Il WALL PER PLAN (2) SIMPSON A35 • . & (2) SIMPSON LTP4 11 ,elkOCTU/ _O._ COLUMN PER PLAN diero" *It 15,388 • 6 DETAIL . DETAIL .......... ..., 7 OREG• • ao \91\h+ 9 40ife/iv Qv_ S6. 1 1 ".l '-o" • S6. 1 i ".1 '-0" T. . • EXPIRATION OM: 12-31-09 A IIIMI 767 HANDRAIL POST • NISIMICIAN FLOOR DIAPHRAGM PER ARCHITECT • SIMPSON GLTV DEAN PER PLAN FLOOR DIAPHRAGM • CONSULTING AND STRUCTURAL BOUNDARY NAILING ENGINEERS SINCE 1919 FLOOR DIAPHRAGM A 4=,411KEogUsSECOND FLOOR FLOOR DIAPHRAGM PER PLAN NI,-TEL 501.2744849 FAX 5024734098 BOUNDARY NAILING , SIMPSON IUT HGR. Job# ND767.00 • . TYPICAL FLOOR BEAMS PER PLAN IrArAr.almnr.ir15aMillr.MMI•ArAlr.irArAMMirArmr.MMIIranir4rAMNra'Arrr•asomiraraioaisrAr.atr•E•wAnrArAillrmnirAmnro AlIAIIIIIINIKM111111 WATERPROOFING 11.41.1110110•41.4.41.11111Minglimilminamaumwaulumnir/MiwinirarourAmir/WA mirowararreurArAmirewAr.dr.....,—TT—--------www -""rll NMI BY OTHERS . A 6x6 BLOCKING BETWEEN HANDRAIL POSTS - TYP 4, , !. . • , 1 , 1 • • . . 1111111111111111110111111111111.1111.1111111111.1111.1111111.111111.11111111111MMEMI PROJECT NUMBER: 208109 r2r117,,;;--;:w..::1Z.;:c1"--J;1.::aL:::::3.-..L:ignis . . • ......norAir......45........aur....serrAnrArAw■ArrurAnonrAirrsurArAramirwarArAmon war 01/411.1111rArif < ( MIVAIMI/411111111•41001/4111111111111MIMPANIIIIIIWIFAMINIIIIIWAWNWArAMIMMIWAVAMINIPArArAirAillilleMerffaal YAM millii•NWAra • • • • 1 1 , 1 • • • • • I • . 11111 epX. Tigard Sr. Center•.. _.,,..._,,..- <> SIMPSON IUT HGR. TYPICAL 111 FLOOR BEAM PER PLAN SIMPSON PC 6x6 BLOCKING AGadrddietinonRoom ril I "'''.-FLOOR BEAM PER PLAN ws-.0"......, ._,.. ..._....11 L -**--....„....................._ COLUMN PER PLAN 8815 SW O'Mara St. .............„A................ Tigard, OR 97223 . DOUBLE 2x 11 SIMPSON LTP4 0) 32"o.c. TOP . SHEARWALL PER PLAN D --:- TAIL (WHERE OCCURS) c-,--- . 9 -- TAIL S6 . 1 1 "---.1 '-o" S6.j) 1 ".l '-o" B IIIIIII • . ( '-'-') ...........v\........._ • FLOOR DIAPHRAGM BOUNDARY NAILING OA --....------ FLOOR DIAPHRAGM (E) FLOOR PER PLAN DIAPHRAGM FLOOR DIAPHRAGM • WATERPROOFING - PER PLAN BY OTHERS 2x BLOCKING WATERPROOFING 0 48Ho.c. 111111111111111.11111111111111.1111111111.111"""11111.111111111.11111.1SHEET TITLE: <> BY OTHERS .......0.- .fitif-tif: ::-:-.: -:-!::-;:--.::--::-:.-fx,•:,-: ;!-.!K;t:-:3;:-.:::,:::::::::-.:;!,.] ir, / A FLOOR DIAPHRAGM ROOF FRAMING BOUNDARY NAILING .dir,11, 41/41.111111WAIKAINIIIIrmrnillOW ArnimiliiiiiiiiiinnwAltainMatillr. ir- DETAILS FLOOR JOISTS PER PLAN Addl -01810.- ' 11111.11MIVAIVAI FULL HEIGHT 13/4" -,-------;--.7-.-7.----;77.----.--.•--.....-0.----.w..--,-.---.----.--.----...---- --------------- ----------- - - A— .1........■NME MICROLLAM E3LICG SOLID 131 L/G 048"OC L.S„,....„.,„_,.........A.„..t.....td.t.., ...A.,,„4,„..,:t.4.t.......,*....:_•_:_.!:„*„424.1„:St..........:,.„xi 1.-=-41 i rauwarirammaroliminourrrammrdnomprarauraimmoraramminmammoraromommoramimaraninsomirirArAramiro WIIIIIIIMP 048"0.c. . (E) FLOOR JOISTS wommitemarrasorremprAraterraurorammourirArnmemwrionrAmetemenwarAmmensurrrarmemar4rArarrwAninrArr rioni..ormirrs Arir DRAWN BY: DKB IP!'■ limil *"u'.., ibTiry rum.. PER PLAN 1166,... DATE ISSUED: 8.15.2008 13/4x16 MICROLLAM 1 if LVL END JOIST HANDRAIL POST . II /\ PER PLAN SIMPSON A35 032"o.c. (E) 2x STUDS iiOlplirAiii 016"o.c. r5.Z1 CW] C5< 1. FLOOR BEAM po..- , PLYWOOD SHTG \/ SHEARWALL BOUNDARY 11W. -.1111ibb, _ • PER SHEARWALL /1,,I, 1" SCHEDULE NAILING DOUBLE 2x SIMPSON LTP4 TOP 0 32"o.c. 4 9 -- TAIL 1 D :-JAIL SHEET: S6. 1• S6. 1 1 "=1 '-o" S6. 1 1 ".l '-o" • LRS Architects,Inc.0 2008 C NM 1 Iiiiii 2 IMM 3 4 ___ _ _......_..........-..........- , — - .._ _ _ __ _ _____ ...________ _ .--.—r-.,-,-,...--------,--- ___,________ew 4,,,FMG,}M.M..t+wen.rn,,....n......... *,.,._____,__ _.___,___ . , -.--......-.....,....-....--.............,......* ,,......,-*m^.........-.--........--..--------- .■.... ..-----..■,--..-.■... .-... ■ • ■ -, LI fla.MrS ARCHITECTS 720 NW Davis 503.221.1121 V Suite 300 503 221.2077 D VALVES GENERAL NOTES Portland OR 97209 www.Irsarchitects.com ABBREVIATIONS PIPING LEGEND MV AUTOMATIC AIR VENT 1. THESE DRAWINGS ARE DIAGRAMMATIC; THEY DO NOT SHOW EVERY OFFSET, BEND, AFF ABOVE FINISHED FLOOR �°� BALL VALVE _ TEE, OR ELBOW WHICH MAY BE REQUIRED TO INSTALL WORK IN THE SPACE CW DOMESITC COLD WATER PROVIDED AND AVOID CONFLICTS. THE CONTRACTOR SHALL FOLLOW THE DRAWINGS AC AIR CONDITIONING UNIT S-111-5 BUTTERFLY VALVE AS CLOSELY AS IS PRACTICAL TO DO SO AND INSTALL ADDITIONAL BENDS, ARCH ARCHITECT / ARCHITECTURAL CW DOMESTIC COLD WATER BELOW GRADE OFFSETS, TEES, AND ELBOWS WHERE REQUIRED BY LOCAL CONDITIONS FROM BA BALL VALVE { MEASUREMENTS TAKEN AT THE SITE, SUBJECT TO APPROVAL, AND WITHOUT BHP BRAKE HORSEPOWER ) CIRCUIT SETTER ADDITIONAL COST TO THE OWNER. TP TRAP PRIMER BG BELOW GRADE C' 101 a GAS COCK 2. PLUMBING SYSTEMS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE BTU BRITISH THERMAL UNIT -- -- 'HW DOMESTIC HOT WATER FOLLOWING CODES: . BTUH BRITISH THERMAL UNIT PER HOUR 2006 IBC WITH OREGON AMENDMENTS CKT CIRCUIT 5---01:1•0 FLOAT VALVE W WASTE 2006 IMC WITH OREGON AMENDMENTS CO CLEAN OUT 2006 UPC WITH OREGON AMENDMENTS • CONN CONNECTION (=RI-4 TRIPLE DUTY VALVE ••a ai iw......a a W WASTE BELOW GRADE 3. PROVIDE SEISMIC RESTRAINTS IN ACCORDANCE WITH MASON INDUSTRIES • CONT CONTINUATION TEMPERATURE CONTROL VALVE "SEISMIC RESTRAINT GUIDELINES" (OR SIMILARLY RECOGNIZED GUIDE) CP CONDENSATE PUMP PW PUMPED WASTE FOR PIPING AS FOLLOWS: CW DOMESTIC COLD WATER, CITY WATER - DUCTILE PIPING 2-1/2" AND LARGER. (D) DEMOLITION a a-a a"" a a PW PUMPED WASTE BELOW GRADE - ALL NON-DUCTILE PIPING (THREADED IRON, PLASTIC, ETC.). • CONSULTANT: D DRAIN PRESSURE REGULATING VALVE - DUCTILE PIPING 1" AND LARGER CONVEYING FUEL GAS. DB DOWNSPOUT BOOT - PIPE RACKS WHERE THE CUMULATIVE WEIGHT OF THE PIPING EXCEEDS DEG DEGREES V VENT 10 LBS PER LINEAL FOOT. DIA DIAMETER RELIEF VALVE DN DOWN NG NATURAL GAS, 14 IN WG, 0.60 SG 4. SEISMICALLY RESTRAIN EQUIPMENT IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS FOR SEISMIC • DWG DRAWING 2 NG IMPORTANCE FACTOR 1.0. �� (E) EXISTING MISCELLANEOUS CONTROLS # NATURAL GAS, 2.0 PSI, 0.60 SGT 5. INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. • CB ENGINEERS ET EXPANSION TANK II SD STORM DRAIN EFF EFFICIENCY © 6. SANITARY WASTE SLOPE*: Building Experience EWC ELECTRIC WATER COOLER TEMPERATURE TRANSMITTER PIPE SIZES 3" AND LARGER - SLOPE LINES AT 1/8" PER FOOT ..EMI EWT ENTERING WATER TEMPERATURE """""' "'"""' ' ' '"""'SD STORM DRAIN BELOW GRADE PIPE SIZES 2-1/2" AND SMALLER - SLOPE LINES AT 1/4" PER FOOT ..it A I SOLENOID ACTUATOR * UNLESS OTHERWISE NOTED. � da EXH EXHAUST FW FIRE WATER MAIN EXT EXTERNAL 7. SLOPE STORM DRAIN LINES AT 1/8" PER FOOT UNLESS OTHERWISE NOTED. (F) FUTURE FA FROM ABOVE M I S C PIPING SYMBOLS . 8. THE PLUMBING CONTRACTOR SHALL EXECUTE ALL WORK SO THAT IT PROCEEDS � . FB FROM BELOW WITH A MINIMUM OF INTERFERENCE WITH OTHER TRADES AND NORMAL FUNCTIONS Ftf', OF EXISTING FACILITIES AND SERVICES. s G t r 4.i FOB FLAT ON BOTTOM r w •----5 PIPE UP 58047 FOT FLAT ON TOP 9. VERIFY EXACT ROUGH-IN AND FINAL EQUIPMENT REQUIREMENTS IN FIELD. FT FEET / � FU FIXTURE UNIT C----) PIPE DOWN 10. PROVIDE FIRE SEALANT AT PENETRATIONS OF FIRE RATED ASSEMBLIES; COORDINATE OREGON GC GENERAL CONTRACTOR • REQUIREMENTS (E.G., F&T RATING, ASSEMBLY DETAILS) WITH ARCHITECT AND c0,�i , i s �o° . GPM GALLONS PER MINUTE 5--- ---5 PIPE DROP GENERAL CONTRACTOR. �iv H.• ,v� GW GREASE WASTE 11. THE PLUMBING CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR FIB HOSE BIBB ' AND OTHER TRADES, ALL REQUIRED OPENINGS AND EXCAVATIONS. ALL REQUIRED EXPIRATION DATE:)9 r ,��. 5---- -----5 BRANCH OFF BOTTOM OPENINGS IN FOUNDATIONS, FLOORS, WALLS, AND ROOFS SHALL BE DESIGNED HP HORSEPOWER INTO THE STRUCTURE INITIALLY BY THE USE OF SLEEVES, CURBS, ETC. CUTTING HRW HEAT RECOVERY WATER AND PATCHING SHALL BE HELD TO A MINIMUM. HS HOSE STATION Cr---{.}-----5 BRANCH OFF TOP HVAC HEATING, VENTILATING, AND AIR CONDITIONING 12. PROVIDE DI-ELECTRIC UNIONS AT ALL DISSIMILAR METAL PIPE CONNECTIONS. PROJECT NUMBER: 208109 HW DOMESTIC HOT WATER 5 C 5 PIPE RISE OR DROP 13. PROVIDE PIPE MARKERS IN ACCORDANCE WITH ASME 13.1 SCHEME FOR THE I.E. INVERT ELEVATION PIPING INSULATION SCHEDULE IDENTIFICATION OF PIPING SYSTEMS; BRADY, SETON, OR EQUAL. IN INCHES -----� ---5 PETE'S PLUG 14. NOT ALL CLEANOUTS ARE•SHOWN; CONTRACTOR IS RESPONSIBLE FOR PROVIDING Tigard Sr, Center LAV LAVATORY CLEANOUTS IN ACCORDANCE WITH THE OSPC; COORDINATE LOCATIONS OF MANUF MANUFACTURER r MINIMUM INSULATION THICKNESS (IN) FOR CLEANOUTS WITH GC/OWNER REPRESENTATIVE. PIPE REDUCER NOMINAL PIPE DIAMETERS LISTED (IN) Garden Room MAX MAXIMUM C } MECH MECHANICAL CONTRACTOR P � Addition MIN MINIMUM P U E GA GE MBH THOUSAND BRITISH THERMAL UNITS PER HOUR �"� �" RESS R U INSULATION /RUNOUTS 1 AND 1-1 4 2-1 2 5 AND CONDUCTIVITY / . Y§ MEW SINK SERVICE LOCATION (Btu/in)/(hr-ft-F) UP TO 2 LESS TO 2 TO 4 6 NC NORMALLY CLOSED 5----0 5 PUMP w 8815 SVV O'Mara St. NG NATURAL GAS DOMESTIC COLD INDOORS 0.24 - 0.28 0.5 0.5 1.0 1.0 1.0 NO NUMBER/NORMALLY OPEN ; t.,1 ; STRAINER WATER (CW) Tigard, OR 97223 OD OVERFLOW DRAIN ON OVERFLOW NOZZLE 1 DOMESTIC HOT WATER INDOORS 0.24 - 0.28 0.5 1.0 1.0 1.5 1.5 PG PROPANE GAS �"" ""-'S THERMOMETER (HW} . PMP PUMP PRV PRESSURE REDUCING VALVE c -/-) PIPING BELOW FLOOR PSIG POUNDS PER SQUARE INCH, GAUGE QAAV PV PROCESS VENT 5---- L ----5 AUTOMATIC AIR VENT B Nal PW PROCESS WASTE vVB NOTES: QUAN QUANTITY 5--- 1 ----5 VACUUM BREAKER 1. RUNOUTS REFERENCED ABOVE NOT TO EXCEED 12 FEET IN LENGTH. REFERENCE ONLY • R RADIUS 2. PIPE INSULATION TO INCLUDE ALL-PURPOSE FACTORY BONDED VAPOR BARRIER JACKET. PROVIDE INSULATION AND INSULATION COVERS NOT APPROVED WITH THIS PERMIT RD ROOF DRAIN a RPBP REDUCED PRESSURE BACKFLOW PREVENTER © MOTOR (ZESTON 2000 OR EQUAL) FOR FITTINGS. a RPM REVOLUTIONS PER MINUTE S SINK a. SZ SIZE FLOOR DRAIN , TEMP TEMPERATURE c TPV TRAP PRIMER VALVE e N1m FLOOR SINK (HALF GRATE SHOWN) 0 co TYP TYPICAL V VENT SHEET TITLE: V/P/H VOLTS, PHASE, HERTZ FCO (1) FLOOR CLEANOUT W SANITARY WASTE LEGEND AND 0- WC WATER CLOSET, WATER COLUMN YCO 0 YARD CLEANOUT m WCO WALL CLEAN OUT COVER SHEET co WH WATER HEATER WHA WATER HAMMER ARRESTER 8 WGO O-1 WALL CLEANOUT PL UMBI NG oR M WPD WATER PRESSURE DROP Q YCO YARD CLEAN OUT -H HOSE BIBB Q DRAIN VALVE CL DRAWN BY: LHD .1 p WATER HAMMER ARRESTOR (WHA) DATE ISSUED: 8.20.2008 0. X E .4. POINT OF CONNECTION S O -4- FIXTURE POINT OF CONNECTION a a N C] • N C7f Q N O 4 SHEET: P0. 01 cu. 0) ; a' LRS Architects,Inc.0 2008 :,ca -a w v O 1 MIN 2 3 4 • timma ARCHITECTS 720 NW Davis 503.221.1121 ft Suite 300 503 221.2077 0 Portland OR 97209 www.lrsarchitects.com PLUMBING FIXTURE SCHEDULE 'I CW SUPPLY HW SUPPLY WASTE VENT FIXTURE TYPE CONN. BRANCH CONN. BRANCH CONN. BRANCH BRANCH MAX FLOW DESIGN BASIS S-1 STAINLESS STEEL 1/2" 3/4" 1/2" 3/4" 1-1/2" 2" 1-1/2" 1.5 ELKAY DLR-252212 STAINLESS STEEL SINK, SINGLE BOWL, 12" BOWL DEPTH; SINK, SINGLE BOWL GPM WITH BASKET STRAINER; CHICAGO FAUCET 2300-8CP FAUCET, CHICAGO GN2A GOOSENECK SWING SPOUT, PROVIDE WITH NEOPERL 1.5 GPM PRESSURE COMPENSATING AERATOR AND ADAPTOR TO CONNECT TO FAUCET, AERATOR FINISH TO MATCH FAUCET FINISH; HB-1 EXTERIOR COLD WATER 3/4" 1" — -- -- — -- -- WOODFORD 65, 3/4" INLET, ANTI-SIPHON, AUTOMATIC DRAINING, WALL HYDRANT FREEZE PROOF, CHROME FINISH, LOOSE TEE KEY OPERATION. . FREEZE-PROOF PROVIDE MODEL NUMBERS INDICATED, OR EQUIVALENT. CONSULTANT: WATER HEATERS - ELECTRIC TEMP OUTLET STORAGE FIRST HOUR ENERGY ELECTRICAL RISE TEMP CAPACITY RATING FACTOR ELEMENT TAG TYPE MANUFACTURER MODEL (DEG F) (DEG F) (GAL) (GAL) WATTAGE V Amps NOTES WH-1 ELECTRIC-TANKLESS EEMAX EXS208T 50 105 N/A N/A N/A 8300 208 40 1,2 NOTES: CB ENGINEERS 1. WATER HEATER TO COMPLY WITH MOST CURRENT VERSIONS OF: NAECA, ASHRAE STD 90.1, OREGON STATE ENERGY CODE REQUIREMENTS AND MEET ENERGY FACTOR RATINGS SCHED Building Experience ABOVE, 520 SW 6th Ave.-Suits 640 Portland.Or.97204 • A 2. FUSED DISCONNECT TO BE FURNISHED AND INSTALLED BY DIV 16. Tel:(971)285-3093F�uc(971)bi2.65o0 s�Franweo I sen Jose I lasnngeleai Swamerao I saaae I ,a 1 rum SUMP PUMPS ELECTRICAL 11/40 PROF,�TAG DESIGN BASIS FLOWRATE HEAD MOTOR � $014144, NO. TYPE MANUF MODEL (GPM) (FT W.C.) QUAN. k (HP) VOLTAGE NOTES '' ''? 58047 SP-1 SIMPLEX LIBERTY PUMPS 404 18.0 15.0 1 1/3 115 1, 2, 3 �,,,.t,,,.� vL�AE GO Np) Q� Y 15'2"4 NOTES: �N M. o� 1. VERIFY ELECTRICAL VOLTAGE PRIOR TO PLACING ORDER. 2. PACKAGED WITH BASIN AND SUITABLE FOR INSTALLATION ABOVE GRADE. EXPIRATIQN DATE:Icy j 0 3. BASIN TO HAVE GASKETED COVER. PROJECT NUMBER: 208109 Tigard Sr. Center Garden Room Addition 8815 SW O'Mara St. Tigard, OR 97223 B REFERENCE ONLY NoT APPROVED WITH THIS PERMIT To- Ci C1.. f7D C7f SHEET TITLE: SCHEDULES PLUMBING 0 CV M I DRAWN BY: LND DATE ISSUED: 8.20.2008 a. o. ?< E v CV N Q 'C3 L1. of SHEET: POIO2 -- ai LRS Architects,Inc. 2008 r v C 1 2 MN 3 MI 4 • Mill GENERAL NOTES LI riallarS A. SEE GENERAL PLUMBING NOTES ON DRAWING PLO. . B. SEE PLUMBING FIXTURE SCHEDULE FOR BRANCH LINE AND CONNECTION SIZES. C. SANITARY WASTE SLOPE, UNLESS OTHERWISE NOTED: „...,•L ,... LARGER: 1/8” ARCHITECTS PIPE SIZES 3" AND PER• FOOT ;' ', `' f PIPE SIZES 2-1/2" AND SMALLER: 1/4" PER FOOT i �! s 720 N W Davis 50 .221 f,% frf% 3 .1121 S D. SLOPE STORM DRAIN LINES AT 1/8" PER FOOT•UNLESS Suite 300 503 221.2077 0 OTHERWISE NOTED. £ # ffC S S E. INVERT ELEVATIONS (I.E.) INDICATED ARE REFERENCED TO A Portland OR 97209 www.lrsarchitects.cam s s FLOOR FINISHED HEIGHT OF 154.50 FEET. FIELD VERIFY. F. PLUMBING VENTS SHALL BE A MINIMUM OF 10 FEET AWAY FROM l l • # I £ # OUTSIDE AIR INTAKES. f l # S f S £„ G. NOT ALL CLEANOUTS ARE SHOWN; CONTRACTOR IS RESPONSIBLE i l r ;! s/ ''' :ti ;.: s FOR PROVIDING CLEANOUTS IN ACCORDANCE WITH THE CODE; s :.1 COORDINATE LOCATIONS OF CLEANOUTS WITH GC/OWNER , i l s-' s £ REPRESENTATIVE. $ l f# l € : f # f l H. PROVIDE TRAP PRIMERS AT ALL FLOOR DRAINS,RA S, UNLESS I l s # £ $ VERIFY (E)SD LOCATION/SIZE/MATERIAL. £ OTHERWISE NOTED. DEMO PIPING OF MATERIAL NOT COMPLYING '. £" # # # J' ''""1.--i f I. PROVIDE FIRESTOPPING, SLEEVES, AND SEALANTS AT FLOOR, f '� WALL, AND CEILING PENETRATIONS; COORDINATE LOCATIONS WITH f f f# WITH PLUMBING CODE FOR INSTALLATION # f �,,, $ ;' f BELOW BUILDING FOOTPRINT; REFERENCE # ; £ f PS £ SITE DRAWINGS. GC '`4# f f # } ,,,,,,„. ' r i S f I fs• s .,� l # l # # S , �, ,, . ' (1' "*"' � ♦ ♦1 na " 90' 'V CONSULTANT:ff j � • " - - - • w k w -:, Y,,� `/%: 3# 3 t i i SITE, f, 7 /„i',1"£ s £ i f l f �1# s &f R i I lS # • �\, f f © # sf #) s l CB ENGINEERS RS s olici £ # # # „fir.,:r%%%f •� s £ f ..J• s s,l s f £ s ,a:r `� # s 520 W 6th A Suite 640Ce $ # # s Portland,Or.97204 Manila T1 / f Tel:(971)285-3093 Fax(971)612-6500 1 f f ----, f f ( f # f f f ' l £ ••�. ,•, / # y r I!/ S f £ I I I r`.'{�•I I I I Honolulu I f f ry vr�4 `its .. f '4 �, l f S San Frwxhco San lose Las Sacramento Senile Portland I, f S 3 l f a5 f ! , # $ /:%ill!ill,:'!f« JJlI.::''N/.',^Jl.%!/:..'!/JJIJJl/JJJIl/ll.•lJ/ill S r ' f rr,J/JIJ.f!/IJJI/J.%!l/lull/,rill:%!'lYII JJ/IIJJI.'lll,y/J!.'/.YJlJ.•!/l� r: /y'J, # .. ... . .. .... s. f sf f...r..,.....,r..r. ;, s,. a PRO/49 • f r.., 4'' 88047 �4 f '`� . s$ (D)STORM DRAIN CONNECTION f . # FROM DOWNSPOUT; REFERENCE # 1,, ' s ARCHITECTURAL DRAWINGS FOR 1"b O R E t4N;.'' f 4 r i s 2.° i / 7 DOWNSPOUT WORK. WASTE & VENT PLAN — DEMOLITION X�IRA�` �E:� 31 aik, ON — UNDERGROUND ,,. \ — SCALE: 1/4"=1' NN PROJECT NUMBER: 208109 Tigard Sr. Center £ •" ; , Garden Room/ ., ., ....„.., i 1 1 : i . Addition f 1 # f l 1 £ ; 8815SW0'MaraSt,, 1 S Tigard, OR 972,23 % f" ss f f 3 S % # f # # ;'': . f ' r # 1 f #r # ji 1 I # f #,i: f RFFE .EE ONLY f NOT APPROVED WIT T IS PERMIT # B £ is # • 1 1 i s# , # - a € IE EST=152.70 �' ..................... 1 ! '''' r # (N)SD' REFERENCE `' �'s; l H - I (N)SD; REFERENCE ' m f :..s.;.fry f # s s SITE DRAWINGS. �— SE.E. ff € # # £ SITE DRAWINGS. S i,.... >;:,,3; wwow..as..�. . w ..e w,w,�,,,w,,,,as sj O # yS{ s t}1�'aw . IN ww w�... s ■ i:' ,sf ' f r,,,104,00/,',:*f • i r 1„J f w w f ••� .r. p� qw se se i•••S 4••,per N f:�'. /%':s l : £ MECH. ......._„ ' IIIM a weave � . - ,,. tn • SHEET TITLE: # f S $ # S �J%+r f # ## L s s s WASTE & VENT s # s t s f s E s i DEMO & NEI1I v # L /// J/c: # , ,,, ,_ /1• j i f #'l •' £ # f f S S f ,,�:--r.:-rr::l/•'•.y ..r........ ................�s S cq l 0 UNDERGROUND s " #f l s 1— # - ///J #Jr° f . r} .i ' s '" J #S ; / f t S S : : S Sf # f M f £ f l ` •:0 .1 , Ji S} ; S% J(,,, . # I.i -.f 1 "•V # Q • ) ., f ' :r /J rJ S' f S P f ., s s r s '< s $ t < s DRAWN BY: LND r ,. , .. . J 3"SD FROM 0) 1 ,.,. .,.DOWNSPO.UT;. DATE ISSUED: l SEE ARCHITECTURAL 8.20.2008 0.P '' # DRAWINGS. x r 7;,,,,,..,..4... f N / £ # / f ' o S ' r £ ; ": /:r'/ /AREA .'i'i o CRAFTS i Oi O O. 2 WASTE & VENT PLAN — NEW — UNDERGROUND " a: ii Mr SCALE: 1/4"=1' • _ ,,, SHEET: P24R cv 2' 0 5, 1 0' LRS Architects,Inc.®2008 zi 1/4"=1'_01 .Ell EN ■..�....�IIII MEINININININN C 1 Ma 2 MEM 3 ME 4 GENERAL NOTES L111.11rB A. SEE GENERAL PLUMBING NOTES ON DRAWING PLO. B. SEE PLUMBING FIXTURE SCHEDULE FOR BRANCH LINE AND CONNECTION SIZES. ,, C. SANITARY WASTE SLOPE, UNLESS OTHERWISE NOTED: l';') (sf'—') PIPE SIZES 3" AND LARGER: 1/8" PER FOOT A R +C H I T5037221. 1211-11 S PIPE SIZES 2-1/2" AND SMALLER: 1/4" PER FOOT 720 NW Davis I D. SLOPE STORM DRAIN LINES AT 1/8" PER FOOT UNLESS Suite 300 503 221.2077 D OTHERWISE NOTED. Portland OR 97209 www.Irsarchitects.com E. INVERT ELEVATIONS (I.E.) INDICATED ARE REFERENCED TO A FLOOR FINISHED HEIGHT OF 0.00 FEET. FIELD VERIFY. F. PLUMBING VENTS SHALL BE A MINIMUM OF 10 FEET AWAY FROM ...._._ •,..,_-...,�.. ...__�. �. .ww�. . ..,....w_ ...._.._ w�w�w..- . ww.. ...,,�,.�w, — m. ....— v....w .... , -- ..::11 —1 OUTSIDE A INTAKES.E5 - ��.�w p A NOT ALL CLEANOUTS EANOU ARE T FOR PROVIDING CLTS IN SHOWN;ACCORDANCE CONTRAC OR WITH IS THE RESPONSIB CODE; 1 COORDINATE LOCATIONS OF CLEANOUTS WITH GC/OWNER REPRESENTATIVE. ii I . H. PROVIDE TRAP PRIMERS AT ALL FLOOR DRAINS, UNLESS OTHERWISE NOTED. I. PROVIDE FIRESTOPPING, SLEEVES, AND SEALANTS AT FLOOR, /,'"--'-i WALL, AND CEILING PENETRATIONS; COORDINATE LOCATIONS WITH � w ` ,� GC. GARDEN ROOM KEYED NOTES 102 1 1 1 1 C CONNECT TO VENT RISER FROM SINK AT MIN 6" ABOVE 1 _ COUNTER. I (2) CORE THRU EXISTING BEAM; COORDINATE WITH STRUCTURAL. CONSULTANT: CLOSET D LOCATE IN CABINETRY; REFERENCE ARCHITECTURAL DRAWINGS; 119 COORDINATE LOCATION WITH ARCHITECT AND OWNER PRIOR TO - w_w.w��_w ._ ROUGH–IN. E TY1' w.. __ .� _ ......_ rf==—.... . i __�w~ 1--1/2"V FROM SUMP BASIN .— CLOkr CB ENGINEERS 1 120 / Building Experience DOWNSPOUT CONNECTION; - .., _ 520 SW 6a,Ave.-Suite 640 REFERENCE ARCHITECTURAL 1 w. i ww ww IwWW.W ww w.ww. Mw.. wµ� Mw µ. _ DRAWINGS __ _ w *�.aw , Pia,2 91204 Tet:(971)285-3093 Fa�c(971)612-6500 san E,�ncisco f�1�f�.� f Sxrmnaitu f Sealtb f Ptxt.d j tioraMAu f ma. A INN i LI_". .,L Z__JD i ..... 1 / ,i •8 LiiprAii '-2-- . , ,__ _ —___J D _n._. ` ; _� __. .. , .__ : .., .,_w _................• . ... ..., ...M. 1T '2 PW IN SOFFIT_ �w_ .. ._ _. _w w 1. _ I 1-1/2»W DN TO SUMP BASIN t‘'�l�t,� QRof/ 2"V UP iasc1N.t4,4h CIO 4 ' A> 38047 3,:, ,,,---- ': 4#0‘-' : , .0,OBE ao046 * CRAFTS ��w A T` `ITY. E #1 `N H. 10$ 107 IL)MLOINIA01011 I I I PROJECT NUMBER: 208109 1– 2"P 1/ W EX POSED TIGHT TO CEILING Tigard r. enter A/C I L , Garden Room 1 Addition 1 . i- 1, (.., , , 1 - - - - r — — ---- ---- - --L—L1 _____ _ 8815SW0'MaraSt. 0, Tigard, OR 97223 I - -- r---i i up _ _:\ ____ Ica- 1, _,......t_ . .....L._ 1-1/2"PW TIGHT EI1 '• ./ ,:� �/ , \\---,—„; �. �'. �.. .....wu..a. a��w:`` .�.Www �. .w. 1 .w . w. . , B NM CLOSET OF HVAC DUCT .� -� REFERENCE Y ... 10 NOT APPROVED WITH THIS P1 Mrr ENTRY w . ._ �m ' 4"W t. .` 4"W f f w � e n Mww M ... fir ,: wuww w w mmmvwww mw wm o wmwww n www w mww » wmma .;. g 1-1/2PW I _,, DN TO BELOW GRADE jtr_______, n . I I 1 1 SHEET TITLE: g a Q WASTE & VENT I DEMO & NEW v cos(,) .... LOWER LEVEL CV M ppipp a 8 lb: MMMMNMIOMMMMIOMIMIMMNMIIN a WASTE & VENT PLAN — NEW- LOWER LEVEL N DRAWN BY: LHD e - SCALE: 1/4"=1' DATE ISSUED: 8.20.2008 Q.. k g. 0. Oq M CV p N D, O a a SHEET: P2. 0I °' 2' 0 5' 1 0' IRS Architects,Inc.®2008 g 1/4„=1 I_0f, . . .�..... ...... ® ® mmm a■■■mn ... C IIIIIII I MS 2 MIN 3 MINI 4 MINI LIII 11.11RIMWS . • GENERAL NOTES A. SEE GENERAL PLUMBING NOTES ON DRAWING PLO. �07) � ,� B. SEE PLUMBING FIXTURE SCHEDULE FOR BRANCH LINE AND � CONNECTION SIZES. ""/ `"° ---,--/ C. SANITARY WASTE SLOPE, UNLESS OTHERWISE NOTED: 1 T .. . . . PIPE SIZES 3" AND LARGER: 1/8" PER FOOT ARCHITECTS • PIPE SIZES 2-1/2" AND SMALLER: 1/4" PER. FOOT 720 NW Davis 503.221.1121 II { I D. SLOPE STORM DRAIN LINES AT 1/8 PER FOOT UNLESS Suite 300 503 221.2077 D € OTHERWISE NOTED. Portland OR 97209 www.Irsarchitects.com I = E. INVERT ELEVATIONS (I.E.) INDICATED ARE REFERENCED TO A E�.} . » M ��» ax . '.".. w ...��.°. FLOOR FINISHED HEIGHT OF 0.00 FEET. FIELD VERIFY. »"" » F. PLUMBING VENTS SHALL BE A MINIMUM OF 10 FEET AWAY FROM I I OUTSIDE AIR INTAKES. G. NOT ALL CLEANOUTS ARE SHOWN; CONTRACTOR IS RESPONSIBLE FOR PROVIDING CLEANOUTS IN ACCORDANCE WITH THE CODE; I COORDINATE LOCATIONS OF CLEANOUTS WITH GC/OWNER _ i REPRESENTATIVE. H. PROVIDE TRAP PRIMERS AT ALL FLOOR DRAINS, UNLESS • OTHERWISE NOTED. I. PROVIDE FIRESTOPPING, SLEEVES, AND SEALANTS AT FLOOR, • 1. TERRACE : WALL, AND CEILING PENETRATIONS; COORDINATE LOCATIONS WITH u..........J.. w,A .1.,.,.., -.* 0* ..... ...............- -..-,- ., GC. } 1 pF I I CONSULTANT: I I = I i MINIIIINIMINIIMINIIIIIIIIIIIIINININININIIIIIIIIIIIIIIIMINININIMIIN 2"V STACK IN � I ARCHITECTURAL ENCLOSURE; OFFSET NEAR SAVE TO AVOID (E)GAS LINE; .. — _ REFEREANCE ARCHITECTURAL C B ENGINEERS I DRAWINGS FOR ENCLOSURE i 2"VIR Building Experience DETAILS ..,....� e....,,....... ............ ..........,.., .�...v... ..,.....,... u..,,..,.... .......,v. ...,... . _ .. ..,..N.....,. ...�..�.. w..v.,... ..W..,.... ..,..,. ......H.,.,. N,.,�,N A • 2"V FB t�lrdil� ._ _ ___________ [1._____.. .: "1.-:.1:: ::...... =.::::Pai, :-:=311-- '—11-7=1-7:::— 74,.._......._:.......,..,_ =-M7- 77-7.7: -4-:AD ==....-..-=........, , L I _, ..,„„/ , 1 , 1,,, rri,, „ „,,, .0, , , / , , SERVING 3T 6 A 0; c'' w 58047 ,7 ' ' \ 7,A°-*/ f i r--Eri 1 r7-----ii r -, I � , si. OREGON of *• 2 WASTE & VENT PLAN - NEW - UPPER LEVEL f '\ eiv H- - SCALE: 1/4"=1' \ \ .17.77-.77"70-"Viii PROJECT NUMBER: 208109 Tigard Sr. Center Garden Room Addition 8815 SW O'Mara St. Tigard, OR 97223. B REFERENCE ONLY NOT APPROVED WITH THIS PERMIT $v ri 0 d N CV r O CD .Q a. 0, \V V 0, isomminonowammummummommiummo SHEET TITLE: -n WASTE & VENT L 0- DEMO & NEW ,....) c, .9 m UPPER LEVEL z-,-,-, .L2 w 1 E DRAWN BY: LHD -.0 DATE ISSUED: 8.20.2008 • X E ca M 0 ca N O N Q B a a. c 0) SHEET: P2. 02 ii 2' 0 5' 1 0' LRS Architects,Inc.0 2008 tu 1/41 f=1 f_0ff .®e®MIIIIIIIIIIIII.ami.r....11111111111111■1...... C ME 1 MI 2 MIN 3 4 .. ... =III L.111111111S GENERAL NOT -S A. SEE GENERAL PLUMBING NOTES ON DRAWING PLO. ARCHITECTS B. SEE PLUMBING FIXTURE .SCHEDULE FOR..BRANCH..LINE AND CONNECTION SIZES. 720 NW Davis 503.221.1121 ft C. DOMESTIC WATER SYSTEM IS BASED ON THE FOLLOWING Suite 300 503 221 207 c INFORMATION AVAILABLE AT THE TIME OF SYSTEM DESIGN: Rortiand MINIMUM AVAILABLE WATER PRESSURE: 70 PSIG .OR.97209 • wwirsarchitects.com D. PROMVAXIDEIMUSTMOPASVAAILANDBLESUWPAPTLEIERS PFROERSSHUwREAN: D10c4w PSIG NNECTIONS q.) 0 ( r.-4-) c-,---) TO PLUMBING FIXTURES AND EQUIPMENT. E. PROVIDE TRAP PRIMERS AT ALL FLOOR DRAINS, UNLESS I I OTHERWISE NOTED. I F. PROVIDE FIRESTOPPING, SLEEVES, AND SEALANTS AT FLOOR, WALL, AND CEILING PENETRATIONS; COORDINATE LOCATIONS WITH GC. KEYED NOTES . ___ ____ _ _ _____ —1,_ _ _i — — _ (D CORE THRU EXISTING FLOOR JOIST; COORDINATE WITH kg 1 .------ -EE --' , li Illi 44 STRUCTURAL. i - II 11.11"..........."" 111.CONSULTANT: 11. 1 I 1 i 1 _......,, G4RDEN ---- I ROOM --____ 102 ...He I I MECH. -----,,,, Building Experience CLOSET [ CB ENGINEERS S20 SW 6th Ave.'.Suite 640 c? 4 Portland,Or.97204 119 I ] Tel:(971)285.3093 Fax(971)612-6500 San Francisco 15arijart 1 LosAnge1“15Kramento 1 Sera*'Pi:dirndl fionokiti 1 Maris A Nom ENTRY 1 CW OFFSET IN CABINETRY i un 1 FOR CONNECTION TO FROST-PROOF 1 \\I j 1 FRig:SEZ3MB;aWSORWDI.IrNEIATGEC.SPATIAL ‘ta PRO / a`A.4(31"44.4.40. - — — — i (E)HOSEBIBB----, - I 1 CakET LI 120 3/4"CW DN ) TO Si AND WH1 allak I in ' I (P-- — .L I i I — NM , illlurar" i 1 LILL(114. 1 3/4"CW IN JOIST SPACE ----," .Z--- --.---==—*--- l '-'- 41 ---Y) 3/4"CW -----.,„ Al III --- -------- — — — 0 " i _ IN 'SOFFIT _ 7 0 1 I I 3/4"CW DN IN SHEARWALL COORD WITH STRUCTURAL -,.. „ wrifivitvari,‘041,v.??;oliptiv sioviso.!;0434z11., (:3 1 PROJECT NUMBER: 208109 u... CRAFTS 0 ACTMTY AREA#f I Ti I gard Sri Center 103 107 17).5 . i- ...Garden. Roo.rn ',:it.51 nrz. Addition I I I 1 NC 8815 SW O'Mara St Tigard, OR 97223 1 . I I , i '-'". El- 1 ' (E)1-1/2"cw .1 1 I (E)1-1/2"cw 0 ... (E)HOSEBIBB MIN -- 0 I 7------- , A _ ...., _ 3 a a co ......r . up a _ _ ........ ____ I REFERENCE ONLY B MI '11111 NOT APPROVED WITH THIS PERMIT [ ....__1 I U P $ ...., I 1 . , ,___, . 1 , _ _ _ _ , ...... ,,, E Ali WATER & GAS PLAN - DEMOLITION - LOWER LEVEL ii Ali WATER & GAS PLAN NEW - LOWER -LEVEL , . \\ gir SCALE: 1/4"=1 eg lir SCALE: 1/4"=i' rn.......rna.......ma •NN , SHEET TITLE: i 1 WATER & GAS 1149 —D EM 0..& NEW pc) LOWER LEVEL § . pi I immamom DRAWN BY: • LHD (et iDATE ISSUED: 8.20.2008 4-7- 1 P, 1 43' 46 cl: "SHEET: 'Pa .0 1 (5 v 2' 0 5' 10' IRS Architects,inc.0 2008 1/4"=1 '—0" 3 C 1 2 MINI NMI 4 • mill ABBREVIATIONS ROUND DUCTWORK DUCTWORK TAKEOFFS GENERAL NOTES ' ILIIIIIIIIS MV AUTOMATIC AIR VENT AFF ABOVE FINISHED FLOOR DOUBLE LINE SINGLE LINE DOUBLE LINE SINGLE LINE AC AIR CONDITIONING UNIT 1. THESE DRAWINGS ARE DIAGRAMMATIC; THEY DO NOT SHOW EVERY OFFSET, BEND, TEE, OR ELBOW WHICH MAY BE REQUIRED TO INSTALL WORK IN THE SPACE PROVIDED AND AVOID CONFLICTS. THE CONTRACTOR SHALL ARCHITECTS AD ACCESS DOOR 111% 90 DEG ELBOW ' FOLLOW THE DRAWINGS AS CLOSELY AS IS PRACTICAL TO DO SO AND INSTALL ADDITIONAL BENDS, OFFSETS, AL ACOUSTICAL DUCT LINING TEES, AND ELBOWS WHERE REQUIRED BY LOCAL CONDITIONS FROM MEASUREMENTS TAKEN AT THE SITE, 720 NW Davis 503.221.1121 1�' 1.5 x DIA (R=1.5xDIA) ROUND (PLAN) SUBJECT TO APPROVAL, AND WITHOUT ADDITIONAL COST TO THE OWNER. AP ACCESS PANEL DUCT Suite 300 503 221.2077 D APD AIR PRESSURE DROP 5 \ . 2. MECHANICAL SYSTEMS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE ARCH ARCHITECT / ARCHITECTURAL ( `I I 90 DEC ELBOW DOWN C , LATERAL BRANCH FOLLOWING CODES: Portland OR 97209 www.irsarchitects.com AS AIR SEPARATOR 1 2006 IBC WITH OREGON AMENDMENTS BA BALL VALVE 2006 IMC WITH OREGON AMENDMENTS BDD BACKDRAFT DAMPER (3 (ELEVATION) 2006 UPC WITH OREGON AMENDMENTS BHP BRAKE HORSEPOWER (SUPPLY / OUTSIDE AIR) 3. PROVIDE SEISMIC RESTRAINTS IN ACCORDANCE WITH MASON INDUSTRIES BTU BRITISH THERMAL UNIT r "SEISMIC RESTRAINT GUIDELINES" FOR GENERAL HVAC DUCTWORK AS FOLLOWS: BTUH BRITISH THERMAL UNIT PER HOUR (RETURN) 90 DEG ELBOW UP 0 ) CC COOLING COIL ROUND - ROUND DUCTWORK 26" DIA OR LARGER. CD CONDENSATE DRAIN (EXHAUST) DUCT M • (PLAN) - RECTANGULAR DUCTWORK WITH CROSS-SECTIONAL AREA EXCEEDING 6 SQUARE FEET. CF CHEMICAL FEEDER SQUARE VI LATERAL BRANCH - PROVIDE SEISMIC RESTRAINTS FOR ALL DUCTWORK CONVEYING HAZARDOUS CFM CUBIC FEET PER MINUTE DUCT r,., FUMES OR MATERIALS. CHWR CHILLED WATER RETURN 45 DEG ELBOW (ELEVATION) 4. PROVIDE SEISMIC RESTRAINTS IN ACCORDANCE WITH MASON INDUSTRIES CHWS CHILLED WATER SUPPLY "SEISMIC RESTRAINT GUIDELINES" FOR PIPING AS FOLLOWS: CKT CIRCUIT - DUCTILE PIPING 2-1/2" AND LARGER. CONN CONNECTION - ALL NON-DUCTILE PIPING (THREADED IRON, PLASTIC, ETC.). CONT CONTINUATION RECTANGULAR DUCTWORK SQUARE - DUCTILE PIPING 1" AND LARGER CONVEYING FUEL GAS. ' CP CONDENSATE PUMP DUCT (PLAN) PIPE RACKS WHERE THE CUMULATIVE WEIGHT OF THE PIPING EXCEEDS m 5 • ) 10 LBS PER LINEAL FOOT. CTR COOLING TOWER WATER RETURN DOUBLE LINE SINGLE LINE ROUND ROUND SPIN-IN CONSULTANT: CTS COOLING TOWER WATER SUPPLY DUCT CU CONDENSING UNIT 5. SEISMICALLY RESTRAIN EQUIPMENT IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS FOR SEISMIC CW DOMESTIC COLD WATER, CITY WATER 90 DEG ELBOW WITH ' � (ELEVATION) NC FACR . (D) DEMOLITION TURNING VANES 6. II NM EQE UIPMENT TO IN 1.0 ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. . D DRAIN • DB DRYBULB SQUARE 7. PROVIDE DUCT ACCESS DOORS AT ALL FIRE DAMPERS AND FIRE/SMOKE DAMPERS. . • DEG DEGREES (SUPPLY / OUTSIDE AIR) alli DUCT (PLAN) 8. DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SMACNA. 1-INCH PRESSURE CLASS • =5_, DF DUCT FURNACE 90 DEC ELBOW DOWN --5 FOR SUPPLY DUCTWORK, 1-INCH FOR RETURN DUCTWORK AND EXHAUST DUCTWORK. SEAL HVAC DUCTWORK DIA DIAMETER (RETURN) Mt ON / TURNING VANES) E a ROUND P CONICAL BRANCH SEAMS IN ACCORDANCE WITH SMACNA SEAL CLASS C. CB ENGINEERS DN DOWN } DUCT Building Experience DWG DRAWING (EXHAUST) _ _ (ELEVATION) 9. DUCTWORK DIMENSIONS CALLED OUT ARE NET INSIDE DIMENSIONS. • A MI (E) EXISTING 10. PROVIDE FIRE SEALANT AT PENETRATIONS OF FIRE RATED ASSEMBLIES; COORDINATE REQUIREMENTS (E.G., F&T 11U*JII1ISir=:uuiisa ET EXPANSION TANK RATING, ASSEMBLY DETAILS) WITH ARCHITECT AND GENERAL CONTRACTOR. EAT ENTERING AIR TEMPERATURE (SUPPLY / OUTSIDE AIR) Eill* a SQUARE 11. CONTRACTOR SHALL VERIFY THAT ALL EQUIPMENT, AS SHOWN ON THESE DRAWINGS, WILL NOT CONFLICT WITH EA EXHAUST AIR 90 DEG ELBOW UP DUCT (PLAN) ANY DRAINS, SCUTTLES, JOINTS, VENTS, ETC. EER ENERGY EFFICIENCY RATIO (RETURN) ED (W / TURNING VANES) Z e) •... 5 EF EXHAUST FAN SQUARE LATERAL BRANCH 12. ALL ROOF MOUNTED EQUIPMENT AND PENETRATIONS SHALL BE FLASHED A MINIMUM OF 6 ABOVE THE ROOF �0 � E FF EFFICIENCY (EXHAUST) ® a DUCT r.., VIA ROOF CURBS AND PIPE SEALS. t N 4, ��► EWT ENTERING WATER TEMPERATURE IIM (ELEVATION) - 13. ALL OUTSIDE AIR INTAKES SHALL BE A MINIMUM OF 10'-0" FROM ANY EXHAUST TERMINATION OR PLUMBING ' '� sapar EXH EXHAUST VENT. 1 EXT EXTERNAL IDUCTWORK --r W+_ 14. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ADMINISTERING ALL WARRANTIES ON EQUIPMENT ' t OU GON 04' (F) FUTURE (INSIDE) DUCTWORK TRANSITIONS WHICH THE MECHANICAL CONTRACTOR INSTALLS. <O z}' 1s.Z I- F FURNACE 15. THE MECHANICAL CONTRACTOR SHALL COORDINATE ALL DUCT AND DIFFUSER LOCATIONS WITH LIGHTING '''�l11 ti. O� FA FROM ABOVE DOUBLE LINE SINGLE LINE LAYOUTS. FB FROM BELOW illri2_,_1I?ATC:IWTIV FD FIRE DAMPER 16. THE MECHANICAL CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR AND OTHER TRADES, ALL FOB FLAT ON BOTTOM SQUARE TO SQUARE REQUIRED OPENINGS AND EXCAVATIONS. ALL REQUIRED OPENINGS IN FOUNDATIONS, FLOORS, WALLS AND FOT FLAT ON TOP OR ROUND TO ROUND 'd ROOFS SHALL BE DESIGNED INTO THE STRUCTURE INITIALLY BY THE USE OF SLEEVES, CURBS, ETC. CUTTING AND PATCHING SHALL BE HELD TO A MINIMUM. ` FSD FIRE SMOKE DAMPER PROJECT NUMBER: 208109 . FT FEET M I SC DUCTWORK SYMBOLS ANGLE 30' 17. PROVIDE DUCTWORK TRANSITIONS AT EQUIPMENT TO MATCH DIMENSIONS OF EQUIPMENT CONNECTIONS. . GC GENERAL CONTRACTOR OR LESS 18. OUTSIDE AIR AND EXHAUST AIR DAMPERS SHALL COMPLY WITH SECTION 1317.4.3.3 OF THE OREGON STATE Tigard GPM GALLONS PER MINUTE ENERGY CODE. Sr. Center HC HEATING COIL SUPPLY DIFFUSER / GRILLE (FLOW ARROWS .+ SQUARE TO ROUND HWR .HEATING WATER RETURN -X- INDICATE DIRECTION OF BLOW. IF NO ARROWS Garden Room ARE SHOWN, DIFFUSER IS 4-WAY BLOW.) HWS HEATING WATER SUPPLY I ROUND SQUARE HP HORSEPOWER DUCT Addition HU HUMIDIFIER 7 RETURN GRILLE DUCT HVAC HEATING, VENTILATING, AND AIR CONDITIONING ANGLE 30' OR LESS HW DOMESTIC HOT WATER X EXHAUST GRILLE 8815 HX HEAT EXCHANGER S 0'Mara St., IH INTAKE HOOD --I VOLUME DAMPER . Tigard, OR 97223 IN INCHES LAT LEAVING AIR TEMPERATURE LINT LEAVING WATER TEMPERATURE I STRING-OPERATED VOLUME DAMPER MANUF MANUFACTURER MECHANICAL PIPING LEGEND PIPING INSULATION • MAX MAXIMUM FSD mom FIRE SMOKE DAMPER MECH MECHANICAL CONTRACTOR MIN MINIMUM MINIMUM INSULATION THICKNESS (IN) MBH THOUSAND BRITISH THERMAL UNITS PER HOUR BDD \♦\ BACKDRAFT DAMPER •CHWS CHILLED WATER SUPPLY FOR NOMINAL PIPE DIAMETERS LISTED (IN) • B Ma MUA MAKEUP AIR SUPPLY AIR ONLY (N) NEW --�- CHWR CHILLED WATER RETURN PERMIT INSULATION O�APPROVED THIS I NC NORMALLY CLOSED -A,--- RETURN OR EXHAUST AIR CONDUCTIVITY RUNOUTS 1 AND 1-1/4 2-1/2 5 AND HWS HOT WATER SUPPLY Btu hr-ft-F 2 4 NO NUMBER/NORMALLY OPEN SERVICE LOCATION ( in/ )/( ) UP TO 2 LESS TO TO 6 N OSA OUTSIDE AIR 0 DIAMETER (ROUND DUCTWORK) OAT OUTSIDE AIR TEMPERATURE«,‘-- HWR HOT WATER RETURN REFRIGERANT ALL 0.23 - 0.27 0.5 0.5 0.75 1.0 1.0 0 FLAT OVAL DUCTWORK PIPING (RS) OBD OPPOSED BLADE DAMPER CD CONDENSATE DRAIN a, ) OD OVERFLOW DRAIN PG PROPANE GAS cS PMP PUMP 'CWS CONDENSER WATER SUPPLY PSIG POUNDS PER SQUARE INCH, GAUGE MISCELLANEOUS CONTROLS QUAN QUANTITY ` CWR CONDENSER WATER RETURN SHEET TITLE: R RADIUS I SOLENOID ACTUATOR NO RUNOUTS REFERENCED ABOVE NOT TO EXCEED 12 FEET IN LENGTH. 0 RA RETURN AIR RS REFRIGERANT SUCTION LEGEND AND RAT RETURN AIR TEMPERATURE T THERMOSTAT OR TEMPERATURE SENSOR COVER S 0 RD ROOF DRAIN RL REFRIGERANT LIQUID RF RETURN FAN ID REMOTE SENSOR N RH RELIEF HOOD • ICW INDUSTRIAL COLD WATER HVA M RHC REHEAT COIL SMOKE DETECTOR 19 RL REFRIGERANT LIQUID PIPING RPBP REDUCED PRESSURE BACKFLOW PREVENTER M I S C PIPING SYMBOLS � RPM REVOLUTIONS PER MINUTE 1 RS REFRIGERANT SUCTION PIPING DIFFUSER / GRILLE CALLOUT DUCT INSULATION DRAWN BY: LHD 8 RTU ROOF TOP UNIT DATE ISSUED: 8.20.2008 a_ SA SUPPLY AIR SIZE OR, . . TYPE c PIPE UP ( C `, PIPE RISE OR DROP ; c '� SAT SUPPLY AIR TEMPERATURE TYPE----,,,,CD--� 8x8 V-NECK SIZE , 1.,1 ,, STRAINER Cu SEER SEASONAL ENERGY EFFICIENCY RATIO 350 CFM c Q DUCT LOCATION TYPE MINIMUM INSULATION R-VALUE SF SUPPLY FAN C , PIPE DOWN ) . PETE'S PLUG ¶ ? c TH 010 ST SOUND TRAP AIRFLOW a ERMOMETER ABOVE CEILING SUPPLY 3.5 a SZ SIZE a a PIPE DROP , a PIPE REDUCER SIDE AIR 3.5 �, TEMP TEMPERATURE Cr�•- -5 PIPING BELOW FLOOR RETURN NONE, OR AS INDICATED ON DWGS ii TYP TYPICAL EQUIPMENT CALLOUT (, p QAAV c EXHAUST NONE, OR AS INDICATED ON DWGS B V P H VOLTS, PHASE, HERTZ 5 BRANCH OFF BOTTOM Q r ; ) AUTOMATIC AIR VENT e / / , PRESSURE GAUGE INSIDE CONDITIONED SPACE SUPPLY NONE, OR AS INDICATED ON DWGS WB WETBULB OUTSIDE AIR 3.5 g WC WATER COLUMN ---(1) 5 BRANCH OFF TOP ?VB SHEET: 1LON 0 1 a, AHU EQUIPMENT TYPE / TAG ; *) PUMP a .) VACUUM BREAKER q WPD WATER PRESSURE DROP 1 RETURN NONE, OR AS INDICATED ON DWGS LRSAr�chitecfs,Inc.02008 EXHAUST NONE, OR AS INDICATED ON DWGS C 1 MN 2 NMI 3 4 • • mai Lill IIIS VENTILATION SCHEDULE - MULTISPACE MECHANICAL VENTILATION - FC1 OMSC OCCUPANCY AVERAGE ACTUAL ARCHITECTS 403.1 FACTOR VENTILATION AIR OCCUPANCY DIRECT SA 720 NW Davis 503.221.1121 It FLOOR OCCUPIED TABLE 403.3, OCCUPANCY TABLE 403.3, FACTOR, REQUIRED EXHAUST SUPPLY CFM Suite 300 503 221.2077 D ROOM ROOM AREA AREA OMSC LOAD OMSC PARA. 403.3, OSA AIR AIR PER REQUIRED Portland OR 97209 www.irsarchitects.com NO. . :; NAME ': . (SF) ;' (SF) .(PEOP.LE/1000 q (PEOPLE) :; ..ii ... OMSC E (CFM);. (CFM . (CFM;: :; (SF a OSA% 102 GARDEN ROOM 395 395 20 7.9 20 CFM/PERSON 1.00 158 0 540 1.4 29.3% 101 ENTRY 100 N/A N/A N/A 0.05 CFM/SF N/A 5 0 85 0.9 5.9% . TOTALS 495 163 - 625 MAX Z= 29.3% COOLING ANALYSIS UNCORRECTED REQUIRED OSA PERCENTAGE OF COOLING SA = 26% . ANALYSIS FOR MULTIPLE SPACES . Y= X/(1+X Z) CORRECTED OSA PERCENTAGE, Y= 27% ACTUAL UNIT OSA PERCENTAGE = 28% ACTUAL UNIT OSA CFM = 175 CONSULTANT: . i FAN COIL UNITS SUPPLY FAN DX COOLING SECTION ELECTRIC HEATING SECTION SUPPLY MINIMUM EXTERNAL STATIC NUMBER UNIT 44 • TAG ECONO- AIR OUTSIDE AIR DESIGN BASIS DRIVE SUPPLY RETURN MOTOR EAT EAT LAT LAT EAT LAT OF HEATER ELECTRICAL WEIGHT NO. MIZER SCFM SCFM MANUF MODEL CONFIGURATION TYPE IN ' V.C. IN W.C. VFD HP DEG F DB DEG F WB DEG F DB DEG F WB DEG F DEG F STAGES KW VOLTAGE MCA MOCP LBS NOTES CB ENGINEERS FC1 NO 625 175 CARRIER FE4ANFOO2 UPFLOW DIRECT 0.33 0.57 NO 1/2 79.5 65.4 55.1 54.8 56.0 81.6 1 8.0 208/60/1 44.7 45 135 1,-6 Building Experience . NOTES: � �N�l�Iru • A 1. VERIFY ELECTRICAL VOLTAGE PRIOR TO PLACING ORDER. 2. FUSED DISCONNECT TO BE FURNISHED AND INSTALLED BY DIV 16. 3. PROVIDE 24 HOUR/7 DAY PROGRAMMABLE THERMOSTAT CAPABLE OF PROVIDING A 5 DEG F DEADBAND BETWEEN HEATING AND COOLING SETPOINTS AND CAPABLE OF AUTOMATIC SETBACK OR SHUTDOWN DURING PERIODS OF NON-USE; . THERMOSTAT SHALL BE INTELLIGENT HEAT CAPABLE. . 4. SEE HEAT PUMP CONDENSING UNIT SCHEDULE. 5. PROVIDE FILTER HOUSING WITH 2" FILTER HEADER TRACK; SEE FLOOR PLANS FOR FILTER SIZE. 05‘t PR0ifj:6. PROVIDE FAN COIL UNIT MATCHED TO HEAT PUMP CONDENSER. PROVIDE ALL REQUIRED APURTENANCES FOR CORRECT OPERATION. 5cJ �d I N E4��tip • e'er. 58047 HEAT PUMP CONDENSING/EVAPORATING UNITS /j2 -, v�,oREaox 0°)COOLING ELECTRICAL (p 4 Y la.2.() t • NOMINAL AMBIENT UNIT . MINIMUM EFFICIENCY INDOOR ' IV H. 0' TAG DESIGN BASIS CAPACITY COMPRESSOR TEMP WEIGHT COOLING HEATING SECTION •--- •- - NO. MANUF MODEL (BTUH) TYPE REFRIGERANT (DEG F DB) VOLTS/HZ/PHASE MCA MOCP (LBS) SEER EER HSPF COP 47 COP 17 NOTES TAG NO. , iJ11 • HP1 CARRIER 25HPA5-18 18,000 SCROLL R-410A 90.0 208/60/1 12.0 20 210 15.50 12.50 8.3 3.68 2.38 1-4 FC1 PROJECT NUMBER: 208109 NOTES: 1. VERIFY ELECTRICAL VOLTAGE PRIOR TO PLACING ORDER. /� 2. FUSED DISCONNECT WITH TIME-DELAY FUSE TO BE FURNISHED AND INSTALLED BY DIV 16. Tigard Sr. C enter • 3. CONTROLS SHALL PREVENT ELECTRIC HEATER OPERATION WHEN THE HEATING LOAD CAN BE MET BY THE HEAT PUMP ALONE; CONTROLS SHALL MINIMIZE HEATER OPERATION DURING START-UP, SET-UP, AND DEFROST CONDITIONS; CONTROLS SHALL VISUALLY INDICATE WHEN HEATER IS OPERATING. Garden Room 4. PROVIDE UNIT WITH TIME DELAY RELAY KIT IF CONTROL THERMOSTAT IS NOT CAPABLE OF TIME DELAY PROGRAMMING. ' Addition DIFFUSERS, GRILLES, AND REGISTERS . TAG DESIGN BASIS NO. . TYPE MANUF. MODEL FRAME DAMPER REMARKS NOTES 8815 SW O'Mara St. • CD1 LOUVERED FACE TITUS TDC SURFACE YES 12x12 FACE, TITUS BORDER TYPE 1, Tigard, DR 97223 CEILING DIFFUSER WHITE FINISH CR1 PERFORATED FACE TITUS PAR SURFACE YES 12x12 FACE, TITUS BORDER TYPE 1, • CEILING RETURN WHITE FINISH HS1 HIGH SIDEWALL TITUS 300RS SURFACE YES DOUBLE DEFLECTION, 3/4" BLADE SPACING • SUPPLY REGISTER WHITE FINISH REFERENCE ON LY . B MIN NOT APPROVED WITH THIS PERMIT LOUVERS o - VOLUMETRIC FREE FREE AREA N TAG DESIGN BASIS WIDTH HEIGHT FLOW RATE AREA VELOCITY a I NO. TYPE MANUF MODEL (IN) (IN) (CFM) (SF) (FPM) . NOTES i N L-1 EXTRUDED ALUMINUM GREENHECK ESJ-202 18 27 625 1.12 558 1, 2 L-2 LOUVER/DAMPER COMBO GREENHECK EACC-401 20 40 450 1.60 450 3 0 co NOTES: SHEET TITLE: 0 1. LOUVER SHALL HAVE MAXIMUM 0.1 INCH W.C. AIR PRESSURE DROP AT 795 FPM FREE AREA VELOCITY. t2 2. LOUVER SHALL HAVE BEGINNING POINT OF WATER PENETRATION AT 668 FPM FREE AREA VELOCITY. SCHEDULES . 0 3. ACTUATOR CONCEALED IN HOUSING. 0 HVAC . 0 • 0 • CV C'7 p0 9 . Cl) DRAWN BY: LHD DATE ISSUED: 8.20.2008 a X g N O N O' N O) T3 0.. V) 7 SHEET: MO. 02 t uzs Architects,Inc 0 2008 .0 co C 1 MI 2 MN 3 4 • • . 1111111S GENERAL NOTES A R C H I T E C T. S 6;1) .,- w�.... A. REFER TO MECHANICAL GENERAL NOTES ON DRAWING MO. CD 720 NW Davis 503.221.1121 't!! .w B. ALL OUTSIDE AIR INTAKES SHALL BE A MINIMUM OF 10 -0 € FROM ANY EXHAUST OR PLUMBING VENT. Suite 300 503 221.2077 0 \--i --, '''''T. Portland OR 97209 www.irsarchitects.com t C. PROVIDE INTERNAL DUCT LINER A MINIMUM OF 10 FEET UPSTREAM AND DOWNSTREAM OF A FAN, AND AS SHOWN ON DRAWINGS FOR SOUND ATTENUATION. D. DUCT DIMENSIONS SHOWN ARE NET INSIDE DIMENSIONS. ' "mm ' " "'"" _ ""°"""""'° w E. PROVIDE MANUAL BALANCING DAMPERS IN ALL FINAL _� .W. �mN � M.� AND AS �� ••t REQUIRED FOR FULL SYSTEM AIR ABALANCING�INSTALL f MANUAL BALANCING DAMPERS AS FAR FROM INLET OR I i OUTLET AS PRACTICAL. 1 � I I I 1 -L._:==,„j KEYED NOTES 8x18 OSA DN -. '- 7 Q MOTORIZED ACTUATOR CONCEALED IN LOUVER HOUSING. '0 TO PLENUM; E ,, MIN R=1.9 INSULATION 6x:' PLENUM FLOOR L.VE BELOW FAN 1COIL; s... ��. °- � NE ` CfH MIN /2 LINER. �� ,��, � CD IN COMMON 'V — its., RACK WITH REFRIGERANT •-j 1 i f \\I .............. LINES -�-�- • 16xZOx2 FILTER IN TRACK A CONNEC ON 1 CONSULTANT: TERMINATE OVER TO FAN COIL � :u�. '�- PLANTER AREA Lim, ( ---= _ ! I ..1 - Iui °0 12 IN TRUSS SPACE J .. ___Maillinlill. ARCH. RETAINING ....., WALL �■r�i4, 4 IL ENTRY ____F./ iff2k 01. _F.:7_7_ 85 CFM CD-1 9x9 . 1 'ACCESS I _ -- � � 6x24 LINED 7 p =i CLEARANCE , sA 'LEND M ° =~~�~ R-9 ►/ OBD CB ENGINEERS. E�ETf trumaturitim �` D ' Building Experience ISIWaliammiell • o ��r TiGH TO TRUSSES T I . A � o H FC-1 DNIININIr (E)WALL 1 'w 1 .. M ._._ ,_ . ...............v..,N. M . ..,,..........M,.,,. ..�.u.0 M . . wM.,,��....M........ I W � EXHAUST FAN I � c.�l �'�t 10 10 T' SS SP�f�■��sin..„,..1 CLEARANCE v . ..�._...�., i 0 0 -----EL------ a _ --------------------- /*SI PROT/4ft . CR-1 10x10 - &,, 4' I \ 9F /OBD� � i, saaa� ' N . Di CRAFTS ACTT ' ' RE #1 Affil, S� LIT XI'IR1�1'lit�y i�a�E:�HVAC PLAN - NEW -- SCALE: 1/4"=1' PROJEC NUMBER. 208109 Tigard Sr. Center Garden Room ,Addition 8815SW0'Mara St. . Tigard, OR 97223 REFERENCE . B NOT APPROVED WITH THIS PERMIT 4 a cV a N M 00 r 9 W i N • d G ei SHEET TITLE: a HVAC PLAN c(9 U DEMOLITION ,,,, c9.- AND NEW ,.. M W O V t� G < 11111.1111111.1111111111111101111111111.101111111111 DRAWN BY: LHD o DATE ISSUED: 8.20.2008 E]. . X E ' cv et N 0 a N a C., to M2 0 1 . N� 1 O a. g SHEET: I 2' 0 5' 1 0' LRS Architects,Inc.®2008 ' 1/4".1'-o" _ _ . C am 1 2 _ 3 - 4 - ARCHITECTS 720 NW Davis 503.221.1121.m Suite 300 503 221.2077 r SEQUENCES OF OPERATION Portland OR 97209 www.Irsarchitects.com SPLIT SYSTEM HEAT PUMP (Fcl/HP1) THE HVAC SYSTEM PROVIDES HEATING, COOLING AND VENTILATION FOR THE AREA THAT THE SYSTEM SERVES. THE FAN COIL UNIT INCLUDES HEAT PUMP COILS WITH AN AUXILIARY ELECTRIC HEAT AND ASSOCIATED CONTROLS. THE THERMOSTAT SHALL INCLUDE TIME—OF—DAY PROGRAMMING FOR SCHEDULING OCCUPIED/NON—OCCUPIED MODE ,OPERATION. HUMIDISTAT SENSOR SHALL INCLUDE RELAYS AND CONTACTS TO PERFORM SEQUENCE DESCRIBED, MODULATING OUTSIDE AND RETURN AIR DAMPERS, ANp 2—POSITION RELIEF DAMPER. THE FAN COIL UNIT'S MINIMUM OUTSIDE AIR FLOW RATES ARE CONSULTANT: DETERMINED BY THE CODE MINIMUM VENTILATION REQUIREMENTS. OCCUPIED MODE (INITIAL HOURS (ADJ) 8A-5P M--F) DURING OCCUPIED HOURS THE SUPPLY FAN WILL RUN CONTINUOUSLY AND THE OUTSIDE AIR (OA) DAMPER WILL BE OPEN TO ITS MINIMUM CB ENGINEERS POSITION DETERMINED BY TAB. Building Experience A THE HEAT PUMP CONDENSER WILL BE STAGED .AS NEEDED TO MAINTAIN 11rl THE SPACE HEATING SETPOINT (70 DEG F, ADJUSTABLE). THE DX COOLING WILL BE STAGED AS NEEDED TO MAINTAIN THE SPACE COOLING SETPOINT (75 DEG F ADJUSTABLE). .�� .D PRD,ras UNOCCUPIED MOD s a i N t,,v4 DURING UNOCCUP ED HOURS THE OUTSIDE AIR DAMPER WILL BE ` w 58047 CLOSED. SUPPLY FAN TO CYCLE ON A CALL FOR HEATING OR COOLING. HEATING SETPOINT (60 DEG .F ADJ). COOLING SETPOINT vii YEaoN (47.. (80 DEG F ADJ). 0 F is. , HUMIDITY OVERRIDE EXPIRATION DATE: DURING OCCUPIED OR UNOCCUPIED HOURS, THE HUMIDITY SENSOR MAY OVERRIDE THERMOSTAT CONTROLS TO MAINTAIN A MAXIMUM RELATIVE HUMIDITY SETPOINT (7Q%RH ADJ). PROJECT NUMBER: 208109 UPON ACTIVATION OF HUMIDITY OVERRIDE SEQUENCE, OUTSIDE AIR DAMPER TO POWER OPEN, RETURN AIR DAMPER TO CLOSE, AND Ti and Sr. V enter RELIEF AIR DAMPER TO POWER OPEN. Garden Rooirm T HEAT PUMP COOLING TO BE LOCKED OU . �. Addition HEAT PUMP AND AUXILIARY HEAT TO MAINTAIN SPACE HEATING SETPOINT. UPON FALL IN RELATIVE HUMIDITY BELOW 60%RH (ADJ), OUTSIDE AIR .88 9 5 SW.0 711lara St. DAMPER AND RETURN AIR DAMPER TO RETURN TO Tigard, OR 97223 OCCUPIED/UNOCCUPIED POSITIONS, RELIEF AIR DAMPER TO CLOSE AND HEAT PUMP COOLING TO BE ENABLED. AUXILIARY ELECTRIC HEAT AUXILIARY HEATING SHALL BE ENABLED WHENEVER HEATING MODE IS ENABLED AND ALL COMPRESSOR HEAT STAGE . IS ENABLED OR WHEN B EMERGENCY HEAT MODE AT THERMOSTAT IS ACTIVATED. EE . E ONLY NCT APPROVER 'I° , _ THI PLRVUk' STAGING MINIMUM ON/OFF TIMING OF THE COOLING, HEATING AND AUX HEATING SHALL PREVENT RAPID CYCLING OF EQUIPMENT. r OD Q SHEET TITLE: HVA C DETAILS A ND CON TROL N SEQUENCES 0 3 arnmommommommeml vi DRAWN BY: ---- DATE ISSUED: &6.2008 E mA ni CV C7f SHEET: ■ m LRS AIItaas,Inc.®2008 C MI 1 2 3 ME 4 Lil(MIMS . t IP T T (1) 0 ,, :, ARCHITECTS BUILDING ADDITION 720 NW Davis 503.221.1121 ft LICH HAZARD l'--,�::_I Suite 300 503 221.2077 ��+�� ►�� I Portland OR 97209 www.irsarchitects.corn � ��< ►�►�� -7 GENERAL NOTES I 1. ,,�; •••��,• I I 1 1,.m= el's; M��y 1. THESE DRAWINGS ARE DIAGRAMMATIC; THEY DO NOT SHOW EVERY OFFSET, BEND, r• ' ." *' ♦♦++.+ M TEE, OR ELBOW WHICH MAY BE REQUIRED TO INSTALL WORK IN THE SPACE ' l— ,... -- - F ' ,,�e� �� - PROVIDED AND AVOID CONFLICTS. THE CONTRACTOR SHALL FOLLOW THE DRAWINGS 4. ,` II � :� ( AS CLOSELY AS PRACTICAL TO DO SO AND INSTALL ADDITIONAL BENDS, I x ,��x ..^ . ^. . ..... x:,''::'. � » 1� .. A.•- --r .--.m--0 OFFSETS, TEES, AND ELBOWS WHERE REQUIRED BY LOCAL CONDITIONS FROM I I MEASUREMENTS TAKEN AT THE SITE, SUBJECT TO APPROVAL, AND WITHOUT ADDITIONAL COST TO THE OWNER. '''''2 l:bVf'I'i�T�l � X+JMIfJ:rW� .n.,,+y,..,. ••••• , , • `r". 2. A MINIMUM OF THREE (3) SETS OF COMPLETE WORKING PLANS, HYDRAULIC CALCULATIONS, mm )€' , AND MANUFACTURERS DATA SHALL BE SUBMITTED TO THE FIRE AND BUILDING '" € ,.. .. • # ;'(,•.S. If :; DEPARTMENTS FOR APPROVAL BEFORE CONSTRUCTION BEGINS. THE SUBMITTAL SHALL BE . �; " �€ PREPARED AND STAMPED BY A LICENSED PROFESSIONAL ENGINEER IN ACCORDANCE WITH ... u w., .� �. ,. . . ,..• .., u. �.� ..,...,, ,.. ,. : ilrsr�z ,, . �.�, I: .... ....u ,, .r,$ : x.. THE CURRENT EDIT OF NFPA 13. ———-—iL '- _ .,.,� .. «� ,:•.�,:.' _ �.t �; .,� 3, INSTALLATION SHALL ION BE iN ACCORDANCE WITH THE CURRENT EDITION OF NFPA 13 AND • I ' "` 1'`' ` ,1' 15 THE REQUIREMENTS OF THE CITY OF TIGARD. - El -,... 1= -.r, c3.rrlvifvo 4. ALL DEVICES SHALL BE UL LISTED OR FM APPROVED. „...„ .._ i I 5. ALL SPRINKLER PIPING IN FINISHED AREAS SHALL BE CONCEALED FROM VIEW. CONSULTANT: I I 1 I I 6. PROVIDE HYDROSTATIC TESTS IN ACCORDANCE WITH NFPA STANDARDS. mmm�m��•rw mm� -mm- - �� - - - �• 7. TESTING AND FLUSHING OF UNDERGROUND LINES SHALL BE COMPLETED AND INSPECTED .� M..� M�`�^ _......�,... �� ..................T,...�.�.,.�,. �..... ,....�....,..........,.......,...... �•�•� �•,"��"� PRIOR TO THE START OF ANY INSIDE WORK 8. PROPER TYPES OF SPARE SPINKLER HEADS, STOPPERS AND WRENCHES SHALL BE PROVIDED AND STORED IN A CABINET ON THE PREMISES, IN AN OWNER APPROVED 6 I I I I LOCATION, AS FOLLOWS: t A. SPRINKLER HEADS: 9 » LESS THAN 300 HEADS 6 HEADS Bu B ENGINEERS _ ......... ___ _.... _ ,..._—[....,_ _ „,,,,...._, ...,.,, 1 ` � x I » � � ..,V mm� 300 TO 1000 HEADS 32 HEADS Building Experience MORE THAN 1000 HEADS 24 HEADS `� `” • A B. THREE (3) SPRINKLER STOPPERS ome1is C. ONE (1) SPRINKLER WRENCH ' 9. FIRE SAFETY DURING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE IN ACCORDANCE WITH 2006 IFC, AS AMENDED. At, FIRE PROTECTION SCOPING PLAN — ��i.t PROfft ' \ 1 AN LOWER LEVEL �,� -- SCALE: 1/16" = 1'-0" Ns e4;,i, sso�a� � ' /Pose . v p OREGON 0 p'' <p z . 15,2 4* 1?eN H, 9 . EXPIRAT ATE:v PROJECT NUMBER: 208109 T Ti and Sr. Center I 0 0 (i ° E.-'3 E yB �Mti3 1 f 1 Garden Room _. 1 1 i t , 1 Addition 1 I I . - I 1 1 I 1 . _ __..... ,. i.,.....,......._............„.. 1 1 1 8815SW0 'MaraSt. , ,rn„, t 6 �.. _mm. ,,,.,..... ,xµ w . m�. . _---i f_.:F— 772,1,7t„,„....,.,_ Tigard, RJR 97223 ....... j *�1. ny t t„ 1= Pm¢.ter^ , { �� :� 1{ x ,„: � ...�. �. SCOPING 00 HEADS 6 17...1! t ., r i Fb'Or'Peit�t3i9 r E 1.� rkI � ' ,�` THESE DRAWINGS INCLUDE ONLY SCOPING INFORMATION FOR THE FIRE PROTECTION .:t, �. `°�� .y m. , .r T REFERENCE �'�`;`M _ � � m SYSTEMS, AND ARE INTENDED TO SHOW B r v f 1 ,,.,..I.. "�" � x. ...1 �.. N. L PRICING AND CONSTRUCTION. THE FIRE PROTECTION CONTRACTOR MUST RETAIN AN - - 77---- L... ligolisi NOT APPROVED WITH TILES PERMIT Bill.N w� _ ENGINEER OF RECORD FOR THE FIRE PROTECTION SYSTEMS. t= \\ 1 E CO .. CFlM tCy t: E .,w........................... .: a..,,.,..,..,.:.......,.,,, .{ .�w.,....,..,..,..T. ............w. ."^vi •.+A.wv+.i...v..vv:...`:^""'^.^"v.Y{•^watlw,A` . .mvm ...x v� "+�v. .''t.. ..,, .m x....'vG,w.. . ..w , .....�..,.. . .hhT..P t J. 2t� , r mow':i �s...�.�w�..k.� . .��........w....... .... .... v:..:.::r:3n..xvn v�. � .,,...+...£}?:`n:. !%itw'V.'.•.�t;•j:y�y.7,3.n�"»�,'�.»a�.�;C+S�""^"•`"`w i:"'y� .1 ....,.. ..,m..„,..,.,mw......,.,,m.......... .....................vm,,.m,.m.,,.........,....................»v..,mm., w.�.,m•.n...w...,.,,v-......... ...m,.o ..................,...,.........+....,..,,.....,.,.,,.,..... .wv...,.. ......,.. �?jJ'� .,............ .,.....,., ............ rf�r r • '#V. t— wwr,.,+v.v,.....ww.x .wwrr.»vMVnxv ,\ tt.I:....s ,1v 4.. , E f tn :k MY ,.,u. FIRE ALARM CONNECTION POINTS MUST BE COORDINATED PRE-BID BETWEEN : ,. THE FIRE PROTECTION CONTRACTOR AND THE FIRE ALARM CONTRACTOR. . so I 1 I 1 I r %,,,,, 1 I om 11 wmr ............ ......,,....,.,,..,,.,,, ........,.. €.. S r .,..,,,..}.-.,, ”...ii9sa Ct••tKtt#ttttxGi .,•.,•,,.,,d1 ., , .... .................. „,,,.,...,....,.,,w ,..,.,,. 2 ,.,,,,.,,.. ........»....,,, .,....,., .�t .>°..,,..4.x,1} ....:,...,�`i:'U,w,..,,,,,...., :��...,..e:::::"::...... •%” t '�i�' '4 Isr_tYt l \ © E �? " � E o) I. Q r £x*.Jtn € t SHEET TITLE: 1 I I I 1 1 I J 1 el 1 v FIREPROTECTION 0, ..........________ ....... _L.__ _...... _. .... _ 3 S COPING (3 1 i 0 ._ 1 1 OD O . N' N ;T'\ FIRE PROTECTION SCOPING PLAN UPPER LEVEL ix- \� -- SCALE: 1/16" = 1'-0" DRAWN BY: LHD DATE ISSUED: 8.20.2008 96 it . f m t 0 N c N . v g a. 8' 0 20' • 40' SHEET: ■ 0 2 1/1 6"=1 ''-0" IRS Architects,Inc.®2008 .n r C 1 MEM 2 3 =if 4 • _ IIIMMIrrS ® C---- AFF ABOVE FINISHED FLOOR LTG LIGHTING 1 r O 0 CEIUNG LUMINAIRE: SURFACE, RECESSED r ® ELECTRICAL EQUIPMENT , ARCHITECT S A AMPERE (AMP) LV LOW VOLTAGE E - FIRE SMOKE DAMPER }- CEILING LUMINAIRE: PENDANT MOUNTED 6 0 WALL RECEPTACLE: SINGLE, DUPLEX, EMERGENCY, 4-PLEX G fir PANELBOARD:. SURFACE, RECESSED 720 NW Davis 503.221.1121 ALT ALTERNATE MAN MASTER ANTENNA TELEVISION (thE r� m CABINET: SURFACE, RECESSED ® © SPRINKLER SYSTEM SWITCH: FLOW, TAMPER ARCH ARCHITECT / ARCHITECTURAL MCA MINIMUM CIRCUIT AMPS F 0 Ef WALL LUMINAIRE: SURFACE, RECESSED ''` o WALL RECEPTACLE: EMERGENCY, 4-PLEX, 4-Plex Orange ❑P MANUAL FIRE ALARM STATION Suite 300 503 221.2077 D 0- O WALL WASHER: SURFACE, RECESSED 0 CEILING RECEPTACLE: DUPLEX U I T I TRANSFORMER ATS AUTOMATIC TRANSFER SWITCH MCB MAIN CIRCUIT BREAKER �"` ®X SMOKE DEFECTOR Portland OR 97209 www.lrsarchitects.com CB CIRCUIT BREAKER MCC MOTOR CONTROL CENTER Q ° v TRACK WITH HEADS LOCATED @ L�?* DENOTES RECEPTACLE ABOVE COUNTER I EQUIPMENT WITH GROUND P=PHOTOELECTRIC A c CONDUIT MDP MAIN DISTRIBUTION PANEL L C:._1 Q FLUORESCENT LUMINAIRE: SURFACE, RECESSED 0 0) SPECIAL PURPOSE OUTLET AS NOTED, EMERGENCY CURRENT TRANSFORMER I=IONIZATION ' � P 3 _ © MN CLOSED CIRCUIT TELEVISION MECH MECHANICAL FLUORESCENT LUMINAIRE: WALL MOUNTED AB-PHOTOELECTRIC WITH AUDIBLE BASE G7 Cb CLOCK HANGER RECEPTACLE CKT CIRCUIT MLO MAIN LUGS ONLY I.O I '{� FLUORESCENT LUMINAIRE: INDUSTRIAL .r; ►;" M 111111 CABLE TRAY R=RELAY BASE, 2 AMP SPDT (i� ►. I2,1 FLUSH IN-FLOOR OUTLET: DUPLEX, COMBINATION, SIGNAL GROUND ROD e, ,= PHOTOELECTRIC DUCT DETECTOR �t} PRa�I' E GEL CEILING MTS MANUAL TRANSFER SWITCH 0-0-0 *0 POLE MOUNTED LIGHT F PEDESTAL OUTLET: POWER, SIGNAL, COMBINATION E lt P=PHOTOELECTRIC `�' o N CT CURRENT TRANSFORMER NIC NOT IN CONTRACT H ...... p P-PHOTOELECTR{C a � R r DESIGNATES LIGHT ON EMERGENCY CIRCUIT _ 42® ...... v A 1/4, 18602PE 4.DN DOWN NL NIGHT LIGHT CIRCUIT - SURFACE OUTLET STRIP: DIMENSION AS SHOWN N o O VOLT METER, AMP METER I I-IONIZATION 4 sr::zf:; ..__... T PR=PHOTOELECTRIC WITH RELAY, AMP EXIT LIGHT: CEILING, WALL (ARROWS AS SHOWN) .� ,� TELEPHWER POLE, POWER, COMBINATION c EMERGENCY GENERATOR R 2 SPDT E EMERG EMERGENCY PA PUBLIC ADDRESS EMT ELECTRIC METALLIC TUBING W T f IR=IONIZATION WITH RELAY, 2 AMP SPDT OREGON V PE PHOTO ELECTRIC CELL I BOLLARD Q a JUNCTION BOX A., EP EXPLOSION PROOF PF POWER FACTOR F E Qx THERMAL DEFECTOR l9 ��ha, � ' N ' ' EMERGENCY BATTERY LIGHT. HEADS AS SHOWN E �-' 0-' DISCONNECT SWITCH: FUSED, NON-FUSED 4 d WALL OUTLET: TELEPHONE, DATA WITH 1 RC=135T RATE COMPENSATED 1Q I EPO EMERGENCY POWER OFF PNL PANELBOARD CAT6 CABLE NO V. R EWC ELECTRIC WATER COOLER PRGS PVC RIGID GALVANIZED STEEL $2 WALL SWITCH: 1 POLE, 2 POLE ►.� MOTOR STARTER: MAGNETIC, COMBINATION ROR=135 F FIXED/RATE OF RISE A G $3 $4 WALL SWITCH: 3 WAY, 4 WAY 1 E WALL OUTLET: EMERGENCY TELEPHONE ROR2=190T FIXED RATE OF RISE EXPIRES 1ai3Iia�s FA FIRE ALARM PVC POLYVINYL CHLORIDE CONDUIT MOTOR CONNECTION A / T FLA FULL LOAD AMPS PWR POWER SL/ $P WALL SWITCH: LOW VOLTAGE, PILOT Q p p CONTACTOR, RELAY, SOLENOID Q WALL OUTLET: COMBINATION TELEPHONE/DATA F135=135'F FIXED I $K $M WALL SWITCH: KEY LOCK, MOMENTARY G WITH 2 CAT6 CABLES L F190=190'F FIXED FLUOR FLUORESCENT SDP SUB-DISTRIBUTION PANEL Sot. SWITCH: MANUAL MOTOR SWITCH WITH THERMAL OVERLOAD m PUSH BUTTON STATION N q 4 WALL OUTLET: COMBINATION TELEPHONE/DATA RELAY CONTROL MODULE GFI GROUND FAULT INTERRUPTER STR STARTER I WIRING CONCEALED WITH 4 CAT6 CABLES RELAY/ 0 CONTROL Q OCCUPANCY SENSOR: INFRARED, ULTRASONIC. I N G NCEALED IN CEIUNG OR WALL Q O MONITOR MODULE, SINGLE INPUT CONSULTANT: GFCI GROUND FAULT CIRCUIT INTERRUPTER SV SOLENOID VALVE ,_.,, -„- DENOTES WALL OUTLET ABOVE COUNTER A DESIGNATES LUMINAIRE TYPE (SEE LUMINAIRE SCHEDULE) --- WIRING CONCEALED IN FLOOR OR UNDERGROUND E TES LL our R N GRC GALVANIZED RIGID CONDUIT SW SWITCH ,� L E MONITOR MODULE, DUAL INPUT GRD GROUND TP TAMPERPROOF a""" HOME RUN DESTINATION SHOWN M El SYNCH MODULE PASSION S (9 SYSTEM CLOCK: WALL, CEIUNG CREATIVITY r , 1 DUAL SYNCH MODULE Ori,REYES SUSTAINABILITY HP HORSEPOWER TTB TELEPHONE TERMINAL BOARD S ----o ----* CONDUIT ELL: UP, DN. � EMERGENCY BLUE FLASHING LIGHTS ENGINEERING 1733 SE Morrison Street HPS HIGH PRESSURE SODIUM TTC TELEPHONE TERMINAL CABINET cm ac EQUIPMENT DESIGNATOR SEE SCHEDULE. �, i SPEAKER: WALL, CEILING IHI4 1 AUDIBLE/VISUAL, # INDICATES CANDELA FLAV7ANO V.REYES,.R.,PE Portland,OR 97214 HV HIGH VOLTAGE TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION PRINCIPAL Tel:(503)771-1986 HZ HERTZ TYP TYPICAL E EXISTING TO REMAIN r N 10 d VOLUME CONTROL: WALL, CEILING AUDIBLE, BELL ��, >; :(503)772-2496 Q x # VISUAL, # INDICATES CANDELA IG ISOLATED GROUND UG UNDERGROUND 0 WALL OUTLET: COAX CABLE (CAN} KW KILOWATT UON UNLESS OTHERWISE NOTED 0 EXISTING TO BE REMOVED N FAQ' FIRE ALARM CONTROL PANEL E ® TIME CLOCK FAA FIRE ALARM SIGNAL ANNUCIATOR KWH KILOWATT HOUR UPS UNINTERRUPTABLE POWER SUPPLY R EXISTING TO BE RELOCATED Q THIS IS A STANDARD LEGEND SHEET, SOME SYMBOLS MAY r BB SURGE SUPPRESSER KV KILOVOLT V VOLTAGE "�" I � KVA KILOVOLT AMP VA VOLT AMPERES O NEW APPEAR ON THIS SHEET THAT DO NOT APPEAR ON THE DRAWINGS. O 1) CIRCUIT BREAKER NAC NAC POWER SUPPLY L AC KVAR KILOVOLT AMPS REACTIVE VP VAPOR PROOF 1 SHEET NOTE E b T DIGITAL ALARM COMMUNICATOR S O N LA LIGHTNING ARRESTOR W WATTS ) 5 SWITCH, FUSED SWITCH I ASD I IASDCI AIR SAMPLING DETECTOR, AIR SAMPLING DETECTOR CONTROL A NM WP WEATHER PROOF E AIR SAMPLING DETECTION PORT XFMR TRANSFORMER BUSS O XFSW TRANSFER SWITCH L AUTOMATIC SWITCH ‘,. -, •. i i I :0: METER ` ,/ N PANEL E ' I: SECURITY ALARM CONTROL PANEL xxxx FEEDER CALOUT 1 SECURITY ALARM ANNUNCIATOR l la CARD READER: WALL MOUNTED/MULLION MOUNTED r ., S El PIN PAD LUMINAIRE SCHEDULE GENERAL NOTES E TYPE A DECORATIVE FLUORESCENT SURFACE MOUNT C © KEY PAD 1.SIZE: 16 13/16" DIAMETER X 4 3/8" HIGH, NOMINAL 1. THIS LUMINAIRE SCHEDULE IS NOT COMPLETE ® CARD READER/PIN PAD CONBINATION PROJECT NUMBER: 208109 2.LAMP: COMPACT FLUORESCENT, TWO 26W QUAD. 3500K, 82 CRT, LOW MERCURY. WITHOUT A COPY OF THE PROJECT MANUAL U 3.BALLAST: 120VAC, ELECTRONIC, 4-PIN, <10% THD. CONTAINING THE ELECTRICAL SPECIFICATIONS. HI ELECTRIC/MAGNETIC LOCK CONNECTION PROVIDE BOTH LAMPS ON EMERGENCY BATTERY BACK UP BALLAST TO PRODUCE 1500 R LUMEN MINIMUM OUTPUT DURING 90 MINUTE EMERGENCY MODE. 2. VERIFY LUMINAIRE VOLTAGE WITH BRANCH HIDDEN PUSH BUTTON Tigard Sr. Center 4.MOUNTING: SURFACE CIRCUIT SUPPLYING POWER TO LUMINAIRE PRIOR L 5.FINISH: WHITE SPILL RING. Garden Room 6.LENS: OPAL TO ORDERING. I © DOOR MAGNETIC CONTACT U 7.MANUFACTURER: LIGHTOLIER 5533WH226UE SERIES OR APPROVED. 3. T8 FLUORESCENT LAMPS TO BE 3500K WITH A i p r- CCCCTV CAMERA. FIXED, PAN/TILT/ZOOM MINIMUM CRI OF 85. Y ri ddition M TYPE D LINE VOLTAGE INCANDESCENT TRACK I 1.SIZE: 5" APETURE DIAMETER BY 8" LENGTH PAR30 ROUNDBACK LAMPHOLDER 4, COMPACT FLUORESCENT LAMPS TO BE 3500K HD AUDIO DETECTOR/LISTENING DEVICE INCANDESCENT, 75 WATT PAR30 WITH A MINIMUM CRI OF 82. N 3.VOLTAGE: 120VAC - - MOTION DETECTOR: WALL, CEILING MOUNTED 881 5 S W Mara St. 4.TRACK: SINGLE CIRCUIT TRACK IN LENGTHS AS SHOWN ON DRAWINGS. 5. METAL HALIDE LAMPS TO BE 3900K WITH A A 5.MOUNTING: SURFACE, CEILING. 6.FINISH: WHITE, WHITE BAFFLE TRIM MINIMUM CRI OF 70. 1/4. Tigard, RJR 97223 I 7.MANUFACTURER: LITHONIA LTC SERIES, LIGHTOLIER OR APPROVED. 6. T5 LAMPS TO BE 3500K WITH A MINIMUM CRI OF 82. R TYPE SA EXTERIOR FLUORESCNT WALL MOUNT 7. VERIFY AND COORDINATE ALL CEILING TYPES 1.SIZE: 7.25" HIGH BY 18" LONG BY 9" DEEP NOMINAL. WITH LUMINAIRE LOCATIONS. E 2.LAMP: FLUORESCENT, 2/42 TRT 8. PROVIDE 12" ADJUSTABILITY IN AIRCRAFT CABLE GENERAL NOTES:A ELECTRICAL EQUIPMENT ARRANGEMENT IN ELECTRICAL ROOM IS BASED 3.BALLAST: 120VAC, ELECTRONIC N.P.F. <10% THD WITH ZERO DEGREE START. LENGTH, IF USED, AS DETERMINED BY 4,MOUNTING: SURFACE, WALL. CONTRACTOR. ON ONE MANUFACTURER. COORDINATE SPACE REQUIREMENTS WITH B 111111 s 5.LENS: SEGMENTED REFLECTORS, MDU (MEDIUM THROW, 10% UPLIGHT) EQUIPMENT SUPPLIER. MAINTAIN CLEARANCE REQUIREMENTS, AS PER 6.FINISH: COORDINATE WITH ARCHITECT 9. ALL COMPACT FLUORESCENT LAMPS TO COMPLY NEC AND PER EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. C 7.MANUFACTURER: LITHONIA WSR SERIES. WITH FEDERAL TOXIC CHARACTERISTIC LEACHING 8.UL RATED FOR WET LOCATIONS. PROCEDURE (TCLP), WHERE AVAILABLE. B COORDINATE ALL ELECTRICAL DEVICE LOCATIONS (SWITCHES, H RECEPTACLES, ETC.) WITH ARCHITECTURAL AND CASEWORK DRAWINGS 10. ALL STANDARD LENGTH FLUORESCENT LAMPS TO PREVENT MOUNTING DEVICES IN MIRRORS, BACK SPLASHES, BEHIND E TYPE SAE SAME SA, EXCEPT PROVIDE 850 LUMEN, 90 MINUTE BATTERY BACKUP BALLAST. TO COMPLY WITH FEDERAL TOXIC CABINETS, ETC. D CHARACTERISTIC LEACHING PROCEDURE (TCLP), WHERE AVAILABLE. C COORDINATE CONNECTION REQUIREMENTS FOR MECHANICAL EQUIPMENT U WITH DIVISION 15 PRIOR TO ROUGH-IN. THIS INCLUDES, BUT IS NOT LIMITED TO, OVERCURRENT PROTECTION, CONDUCTORS, RACEWAYS, AND ......_,....... L OTHER CIRCUITING EQUIPMENT REQUIRED FOR COMPLETE INSTALLATION. SHEET TITLE: MODIFY ELECTRICAL AS REQUIRED TO ACCOMODATE, CONNECT, AND E COMPLETE ALL MECHANICAL EQUIPMENT. ELECTRCAL D PROVIDE EQUIPMENT GROUNDING CONDUCTOR (GREEN WIRE) IN ALL LEGEND RACEWAYS. ABBREVIA TI ONS .. . . ............ . DRAWN BY: FVR DATE ISSUED: 9.03.08 ti. J MI ELECTRICAL LEGEND AND ABBREVIA T IONS SCALE: SCALE:NONE E0 II 1 SHEET: IRS Architects,Inc.®2008 C MI 1 2 MN 3 MI 4 torrifairS . . I ARCHITECTS . : , . PHOTOCELL i i ., 720 NW Davis 503.221.1121 8 , : „ , (2) . I. .‘ Suite 300 503 221.2077 D ROUTE TTIRU EXTERIOR .. -•'" . • • LIGHTING CONTROL E2.0 , -------,, ,F..1,E,,,,,,g-•::,:::.E.,;E:7;3:QT::::-:oga,;-.-22-fg. .1,i. . .;:,•,,..::,2::- i GENERAL NOTES Portland OR 97209 wwwirsarchitects.com CEILING FAN ii ii i p 1 , . :,-----,..„ ., . 23. 5. 44 . ; - ,,• I '• • 1. EXISTING POWER DEVICES, CIRCUITS, FIRE ALARM, ETC. SHOWN WERE SAE if'--.,,, - ' i Ol . / TAKEN FROM EXISTING AVAILABLE RECORD DRAWINGS AND FIELD ,. ,,f , . . 4, ,,,, ' .,,-/ SAE . , • ::....—. 1; li 0 ,,,,,,,,,,,,, 1 —,:-. , i OBSERVATIONS. CONTRACTOR TO VERIFY EXACT CONDITIONS PRIOR :, i,„.. n IP' o:r...1: 1 ". dr.,.. NEW EXTERIOR LIGHTING - ,A! a. 0 „ 1 1 TO BID. (4%9 PRaceftp. W CONTROLS WITH PHOTOCELL, G-11. 111 4,41i X ,,4 '---i .7'1.3 .-' , CI \ i ! I'N CONTACTORS, TIMECLOCK AND i ,, ,i,,:;, 1-$.--- .H'' ''' -' , •^ C I 0 I. 2 44 r13 '---) i 1 2. COORDINATE ALL CEILING WORK WITH PLUMBING AND MECHANICAL r.:c..**. 4.. N 18602PE OVERRRIDE SWITCH. PHOTOCELL ., i „- i-J-• cl ! 1!,, • Iii, , , ; ,f1";4:'.Vii..4i'vi;.,,:ilt. UNITS PRIOR TO ROUGH—IN. • , 11,1 , , , ,, ON/PHOTOCELL OFF, , i I I! -_,..., , ,, iol • ' , . , .1.----'--' • - G-13. .40 A 1 .• . i 1 1 SQUARE D/TORK OR APPROVED. thi OREGON . I — - ; A a ba, fiqi : , i 3. ALL CONDUIT STUBBOUTS FOR LOW VOLTAGE/SIGNAL CABLES 3., , „.. PROVIDE PORCELAIN ili ! i . , ,-,---"-, , ,; ai.-,,,,, i LA 0 1 . . :. i , ..11 li i iii •',9'; ./ LI ! I s SHALL BE INSTALLED WITH INSULATED BUSHING TO PREVENT <- vq gcatb KEYLES$ SOCKET WITH i i i 1,...,i ,: • ---,:.,1,_, , i c v_ lir 7. a 07_ '''"9. 11 DAMAGE TO CABLES WHEN PULLING CABLES. 414/0 V 'Ps/ BASE *DAPTER FOR , , il i.------ I i L..,.....,_.1..1 „, 49 ii_x: 7- 1r- c .1 I . ' i , i 4 . • PL18 COMPACT FLO,UREENT ;-.. f , 'I.?''''rtlit''' .t' 3' 3•;•:;•;;,:t•r! •'W, :3:::,,....,....,..:3:77.:.:,.::,,,, ,,.,,' ,, . „ • i...i 3 •tj r---: ii i• ;• , 1 i • ! ( . •) 4. PAINT ALL EXPOSED CONDUITS, SURFACE MOUNTED RACEWAY, AND EXPIRES 12/31/12:0 .. ... ! ,' ... , .. . I 1 i ' „. i7:-.':;,:'.:=:._--27-.:1 -",L.,J. !”- 11 , LAMP.pliT----------1::,::::::i:,.=:=1------------,:;:;;;;;;;:i::-. to ;--- -14...7:-.J.7:1.; 1.::::::::==.."::::::::.r—""-----: 1 JUNCTION BOXES TO MATCH CEILING/WALL FINISH. ,k.,,, 1 1; I t 1 1 I .#1 0, 3/4 C. i 1 —1. • • . . .•. i : ... ., . .3 . . ! 5. FOR ELECTRICAL LEGEND AND ABBREVIATIONS SEE SHEET E0.1. G-23,5.719. , i . ;'" ; , ,•, i 1 . ,• , ; / i iL : 1 111111111■1111■11111•1=1111111111111111111111111111•11■1 ., r I f;.,., -..,..— : , AC?,V1,,,,,:..A,,1 .. ,i\ !,, i 6 REFER TO E0.1 FOR LUMINAIRE SCHEDULE CONSULTANT I; ili I ' 1 1! li ,j,,eliv 1 Ni i \ q 11! 1 . , !, . . • . • ;0,„„„il i &',,,p , k Alfvit.A, 1,. .:,4...r,. PASSION , ...... ....._ ....... ;; -1,, 1 ! ,, 1, ,,,,.,..--.,, J12 1!: i I ! : . 1 i CREATIVITY , , 1 ; , .! 1! :;!,- ,, 1 1 1 i t !: I! i! !! i'-;---,-.-- ! ! i 411REYES SUSTAINABILITY . i , ,;, ! ,,,.;,:.,,,1-,,,--•-•-"--,,,,f,?::::,,,-,6 '. f-,,— — 1,4 pL , 1 i ENGINEERING 1733 SE mentor,street 1::,": i Ti.:776, 1 !:' 1+--- -,, ! i -...--).11404 1;i 11,i i i FLAVIANO V.REYES,Rt.,PB Portland,OR 97214 1 1 1-1-----, 4. ( rt, Ft 3 ti I 1 I \ 40/ PRINCIPAL Tel (503)771-1986 ......i \ 3; .•'' !'1.3 ; ! • ; , i : : • freYes@reYesene• COM Fax:(503)772-2496 ..,--;I ''1 k,"N . .. „.. , '1 1,r -li 7- ii lit 1 i i T,.:,:.,:t. ., . : . i . 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I 1 i , , I I ; I . : j 1 ,,,, ,, ,,,:: ,./ .. 1 ; ; 'I v i ,.., ./-1-4:if A.1. ./,' '1 : 'fl th I i I ; 1 1 ;-'', ,.. ; ; 1 1 i , ,. 1 i , r i I t.... ''t••••..i I , t I I . : i I . . t . i . t I • i 1 , . I I I 1 I .—., ..., t — I : I 1 . . • i t , • • . , I I 1 11111111111.1111111111111111.1111111111.111111111111.11111111111.1111.111111111.111111111111110111111.1.1111 . 3 i 1 I 1 ; PROJECT NUMBER: 208109 .•: • 1 : . i . . . : 1 ; . . • , : . , 1 , • : : , • , , . . . . . . . 1 Tigard Sr. Center . . , ,• , . i . i 1 1 i , . . i ,., . . ,....._ „ ..,.. ..... .. _ . . ! Garden Room , : . ._. . ; : . , .......... , . . , 1 I .. , 3 I 1 ' t „ ! , . Addition , ! . 3 f .N • E2.0 LOWER LEVEL LIGHTING PLAN y 8815 SW O'Mara St. /III . SCALE: 1/8”= 11-0" Tigard, OR 97223 • 120V, SPDT CONTACTS WITH ADJUSTABLE LIGHT SENSOR. PRECISION T 120V N ,. i -,. -, ONLY REFERENCE SERIES OR EQUAL. • B NM PHOTOELECTRIC CELL, • NT rYT .APPROVED WITH THIS PERiviii MOUNT FACING NORTH. PE H I • PROVIDE NEMA 1 r —1 ENCLOSURE WITH HINGED INNER DOOR. N114. 11111■111111111•11111111111111■111111111111111111111=11111111111■1 BYPASS SWITCHES LIGHTING CONTACTOR ELECTRICALLY HELD, 20A, 480V SHEET TITLE: TO F3E MOUNTED ON r., _ 7/ CONTACTS, 120V COIL, INNER DOOR. FIELD ADDER CONTACTS. 4.....„... • COIL SQUARE D 8903. • • SPDT CENTER OFF ON—OFF—AUTO G-11. I 1--- EXTERIOR SITE LIGHTING LIGHTING BYPASS SWITCH. MOUNT ADJACENT / — WI SPARE I H I-- TO CONTACTOR. . - SPARE I —I I 'NOTE: COMPONENTS SHOWN IN SPARE L-11—:j DRAWN BY: FVR THE DEACTIVATED CONTROL _ DATE ISSUED: 9.03.08 POWER STATUS. L J LOWER LEVEL- 2 EXTERIOR LIGHTING CONTROL SCALE: NONE SHEET: E2 II . LRS Architects,Inc.0 2008 C MM. 1 EMI 2 laill 3 MIN 4 _____......._ — Ilimmill111111111111!:miiiiiii)/ ARCHITECTS ,,---, ,-.".., 720 NW Davis 503.221.1121 IR ,,,2 ) Vi) .,` . k 4 ) f, S ) '....-- ( (7) , (' '' ( 9 V.)'`, t,11) '''..-/ %.,.....," .. , : i . 1, i /.... ..• Suite 300 503 221.2077 i".) i . . . , I GENERAL NOTES Portland OR 97209 wwwirsarchitects.com , I, . . i , , 1 i . . , , . , . . . • • , , , •,,,,,,,_._•.•__.........„....•.... ............_•.„................._._„„:„.....„.....„.,...„.„•„,_:„...„.„.;,„___........„ „„_„:„„,„,„,,,„ :„.„..„.„..„,, . . .. 1. EXISTING POWER DEVICES, CIRCUITS, FIRE ALARM, ETC. SHOWN WERE i ,,,1 .•• 1 TAKEN FROM EXISTING AVAILABLE RECORD DRAWINGS AND FIELD • .•,, ;01 i , ; ' OBSERVATIONS. CONTRACTOR TO VERIFY EXACT CONDITIONS PRIOR ! ! ; TO BID. 9 PRoz,,,, ,, i ,,, . • :,1 ii ie : . 1 , : 1 . , 1 2. COORDINATE ALL CEILING WORK WITH PLUMBING AND MECHANICAL 1-44 18602PE . . ,I7.".'t.t•Pra ! , .. ' . .I I ;II i i i . . ; , •t; I i 1 UNITS PRIOR TO ROUGH-IN. , , . ; 4!;: , ;!;1 , • ! , , i OREGON , . t . . . , 4 1 i i : ! 3. ALL CONDUIT STUBBOUTS FOR LOW VOLTAGE/SIGNAL CABLES .!1! i .." v I .tat ., 1 ! Illi t t . t,it f III I t I , 1 SHALL BE INSTALLED WITH INSULATED BUSHING TO PREVENT -fi.„ q Y10,A4311:4<,,C) 1; w ' i ; i DAMAGE TO CABLES WHEN PULLING CABLES. ,91.. , ; i 1 i /V0 V, -:,, ilif il 1 i 'q 1 r c 1 . , 1 i i 4. PAINT ALL EXPOSED CONDUITS, SURFACE MOUNTED RACEWAY, AND EXPIRES 12/31/0/3 HT, ,,,, 1 i 1 4h, , ! . 4 ; 1 ROUTE THRU EXTERIOR • J JUNCTION BOXES TO MATCH CEILING/WALL FINISH. ,, , • I ,..,----,. 1 -- ----1 t, ,.„ . 4;:, , 1i t-, i , , I 1 1! ',!! ...S.A, ..a.6.1, WP/GFI 5,6,, I LIGHTING CONTROL i 1,11 _ I I - I I It I. _ .. , 1 if I . . i . ., -- - -4 i 4 !i i 5. FOR ELECTRICAL LEGEND AND ABBREVIATIONS SEE SHEET E0.1. , . • ! I, r.-‘,„„.31:•$, _ _ ._,-; ,.„...„. ..„,,,,, ,,,,, , 111111111111111111111111111111■11■1111111111111111111■1111111■ i t.■ --,-- ._ ,...... -1 i ---1 1! ; 11 i, _. • 1 L._... ..;.(::;,:•:.•)1._._...... .,...,.... !;: / i ii i '''' I 1 ".-..•'••-----in k''---'••'- 1 1 r i t , 1 I : ! ! ., ....;7•:-...:.-.,...1, .',.,,.,-:.::::-.,.. CONSULTANT : „: ... , i ,, • - • ; ; i„ f, ..,..) , ,- ; .. . . ;, , . 1; ‘..- - ... ,-- - -,,, ;-.• ..; ! 1 i, . 1 . . . .. ;! / :„•, al/ i 2(3& i / ,,,,e,,..., ./ I li PASSION :1 1 /„..„,„„ / RECEPTACLE i 4 ! 1,1! ‘ • , , .._.. ....,............... ..„............:„...... • .,....._....................., .„.„.„ .. f iflii ', ; !; , ; , i CREATIVITY i,....-„., • fAvsc5 .• ._ '..., / CIRCUIT ON LOWER 1 1,1 li , ! ,,,,,,,-.4,..,•,.Ft ...• ., / I. I--I I. I III I /II I l'+' "I 1 1 ' I I I II'.-,.. t/ I II / I I:'--,... e 1 G-11. : ,• : , , :• • ',,; 4; 1 i i „••• 4 , .., ! L,,,..._.•,,, ., ,, i !, rill,REYES SUSTAINABILITY --,,,. , :: :ii •. . , i i------ -------, ,' : „ ;f i,I :(1 '--. . . r I LEVEL ADDITION. : .. .., i :;••• i Ti ;; , ; ,4.........„....,,: 1 , 4 , . 4 ,,,4i ,4 14 • \ - ENGINEERING i i 1 • i ,--' i .. i .-----!i 1733 SE Morrison Street . ' 1. -....-...--- ,,:i,.1 1 i 1 1 ?..,' i, ''., 1, Portland,OR 97214 FLAVIANO V.Runs,JR.,PE ; 1 i i 1 ', :1,. "''•:=,; ii.:,;.,'•i,'i / ,1; ; I 1 4.... ../ PRINCIPAL Tel (503)771-1986 ! , 1 4 1 I i I 1 ; I ! 4 ir 'r i r,,,,- 1 ,••,,,,,, r ',ill' ! li ,,,,7 Tr! 1; 7 ....',,r !.: ..- i freYes@reYeseaxcom Fax (503)772-2496 , ,... i i 21 i , %; •%, ;i,-.....41-.: ,.. ,..,.., ': 1: i ; - i:i , \. .i i 1,4,.:! 4 •4 4 4 I I I 1, \ i . ,i,f t•tt;:::il ItI;,',.•,• 'II 1 II (...:"1::...,F,/ZE.:,,LI: I I I I I 1. 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I 1 1 1 1....i I ...i.... •,,... 2(4 i t i:1 .., i ,,,_ - --f-i- -If •.:2^' -4 i i 1 I• A r f 1 1 1 f I f ; i 1 ,.., rrr,‘, f•rri A Mil I! .....,,, . 1 I ii,r ,IIL 1 i _,,,..f il; I 1 1 I i,..-.,„. 1 111 ■ , ,,. 1/ •„ . . i1 ,...,' 1.1-1i,t1 1 , h i 1 .....,,, ,. ---... r.......,..,,u i 1 i I ..,...' . 1 1 ! i 11 ,!; 1 i 1 ! , ,`,47-'1, : f i -,,,, : , \ !U (i i 1 .„,,.....1.-...t.--...1.-.,y--1--.i•-,i--f..:;.. .1 ' i --...., • . ,At.'.I';?,-.7:,. I . 1 i i ‘.. , i i ii '':'.1 ' ' i 1 1 i 1 i 1 i • 'I 1 N. 1 1 ."' t.,)7Kli 0/Ai& -;.., , ; ;, ,. , i i i ' , i , ■ 1 , i t 1 I,1 I .... - - t ;I I I ti...; 1 L I / , * ' / I q i; .C--- " -,••I'T':::1„..,........, 2/r....-: .. :ISI: ,, ...—7-7". ,.7:. 411'N..". ---..„..;-',... ., :, 4'4 ...... ....,..1 ii , ,.; •• 1 1 1 i 1 t; 1,,,. .71 II 7 ,. ,,,.. , , 1 . ' I .'1 , . - 7 , . , . . • . ..77-., - .. -,... —..;; , ''. ' ''''. Id 1 I I 1,,,1 41 1 I 11 1 1 1 ! ;1 .. 1 I I II ; • ' I !; ;1 1 ' I 1 ,..;...' . . i 1 i q ; 1 'i : . I • i I 1 i! 1 I 1 —.^1 1 : I r.-----; 1 '''‘, ;11 1 _7--........»... ! i I 1 . ; i I 1 ' ; , ' , : ; ; i 1 ; 11 i / ' .."..,1 '1 it I i 1.,,,,,‘...7 F.,77,-,77.,-''''• i \ / i 1 1 ; ; ; 1 ; .'"--1 ■ ., ,,... I S 1 1 i 1 ..-.....--- ,,,,, 1 __ \'' 11 l■ i !; 1 1 r f : • r . r!`r• •r .. "`r,,,, ; I;!r•r 1 \\ \ 1 1 1r r . ■ . i , !'r 1 r'',i \ 1 il , 4 1 I i f 1 I i li I • 4 ..„-t..„„,,,t--,,,,1 ! , 4!i; i \ 4• , . . . . . /..L.A.i7.7.4..iy • , ,, , i i { ; ; i 4 4 4 i i : i I • '''''.."--'1--------'''''''''''--------------1------------'''''. ..F.--"' \, %,% -, •.....'1".17.7,,,,,c--. j I .. .. . .. ^ --.''' li....."-Ht t i i . i '•-•V: . I/ •1 . I 1 -....'"- I 1 t.,-....ki,,,.. 1 : ; 1 , ■ 1 '.e II , ' ; . I ! 1 I II i 1111111=11111111111111111.11111111111111111111111111111111111111111111111111111111111•1111111111111■1 i : 1 • i I 1 1 ;i 1 1 i i r i PROJECT NUMBER: 208109 ! f i I . i ; i 1 1 ; 1 ! i!1 I 1 II: 1 III i I i l,f1.5.;1'?"1 rR Y gard Sri Center i '11 i ,•;.!;-/X I f 1 ! : . . i qi '1 I Ti i 1 i t I rl i :1 I 4 Garden Room — _ , 1 , i 1 i 1 .., i f i ! i i i :i I i? !! ! , 1 ; . it; ; Addition . ,.., . • , - , I ) i 1 , , i ''''-'1,...-,,i..•-••,-,:l''..' '''''' ''''''''''''..''''-...-Z,....-...-----'1"'''''''..'''''.'-...,."--,,,-.---7-7-,TA',1..-.......__1-7-.-F -..-.+L.,:17,7.........,1 I 1 i- I i , ...... • . , ; ! i i I 1 i i . . ., . . : ) 8815 SW O'Mara St. ) , ) ) , ; ) , , , , i N Tigard OR 97223 NOT APPROVED WITH THIS PE RMIT E2.1 UPPER LEVEL LIGHTING PLAN II Ilk SCALE: 1/8"= V-0" lir . , . REFERENCE ONLY B Mil SHEET TITLE: . UPPER LEVEL- . LIGHTING IMMININIMEMMINNOMMUM DRAWN BY: FVR DATE ISSUED: 9.03.08 • SHEET: E21 1 !RSA/Weds,Inc.0 2008 C Ella 1 =III 2 MN 3 4 • ..._ , .....,...„ . - ------------ .,. 1,....rwS ... : : . ! , . . . ,. , : ARCHITECTS FUTURE AUTO DOOR .• • OPENER PUSHBUTTON : 720 NW Davis 503.221.1121 ft � r i 1 Suite 300 503 221.2077 D O,., µ GENERAL NOTES Portl n d OR 97209 WWA Irsarchltects com• r 30AS s. t n, f i f 2OAF ; M0 'PRIZED 2P,RK5 DA •ERS . ,.,-....-..•: , I •{ 1. FOR ELECTRICAL LEGEND AND ABBREVIATIONS SEE SHEET G--12.14. x i i1 f 1-,!FUTURE AUTO f -- o _.,.;...__....M...__.. ..�_._..._. .. wP; f r' -,� E0.1. �: 'OPENER `''' r DOOR 0 ' p'j�• HP--1 `; 'f •►►'•.��rP 4' ::,; ! '✓,.% 2. EXISTING POWER DEVICES, CIRCUITS, FIRE ALARM, ETC. SHOWN R�"D OFJ' s. - , PANEL G N : ; ��, ,r'w - y O �:t _ ; �. f , s i SINE , ----— — ' WERE TAKEN FROM EXISTING AVAILABLE RECORD DRAWINGS �' F :::-•,soAS-, INTERCEPT AND EXTE10 (THRU NEW JOIST SPAI,,E) RL f t l �, ` "45AF •' -" ° 4.'~ SP-1 AND FIELD OBSERVATIONS. CONTRACTOR TO VERIFY EXACT c: i ,s,,., ;;;, , EXISTING CIRCUIT TO MAINTAIN CONTINUITY. CONDITIONS PRIOR TO BID og4t4441-Th I/f 4.6.8. t :f ft \i1 f • \, CID 4I• j i f OREGON 3. COORDINATE ALL CEILING WORK WITH PLUMBING AND . . f ? COORDI : , f I !1 AA f MECHANICAL UNITS PRIOR TO ROUGH--IN. ALL CONDUIT Y10,A ' i• 1 7 • i i (/ { :......_...,....__'_`1 \ ' ,,a'`f w...,i * �k f i ;f ` ., r :. ::w::::::_ i f , j i '' I _ V 4. { i ,, j STUBBOUTS FOR LOW VOLTAGE/SIGNAL CABLES SHALL BE 1 2PR1 1; { K E V. FC--;1 G-= 6.1:'p x'" `'' ' ®. i1►�__.._._.__....__'___._--_, "; 0.0 ? INSTALLED WITH INSULATED BUSHING TO PREVENT DAMAGE TO FI ; 4 , _.i -f �f 1 , --"- ;_ ,......_ oz2. ..,� _�_ ...1.=::::_,,7:',. ::-"L"::`,.1::'.:!:=:—.:;.':':':;;I,_... -..__,_ .�,w...__,. ._.: _,_, . .. .. _.._. ___..-._........_ - -. .._,.._.._. . ,..''. CABLES WHEN PULLING CABLES. EXPIRES 12/3!/ta8 , J FUTURE AUTO DOOR---�' 1"Cf 4. i OPENER PUSHBUTTON #12 UP TO UPPER LEVEL RECEPTACLE a; 4. PAINT ALL EXPOSED CONDUITS, SURFACE MOUNTED RACEWAY, FUTURE AUTO DOOR OPENER G-2. 20.22• ` ' AND JUNCTION BOXES TO MATCH CEILING/WALL FINISH. INTERCEPT AND EXTEND/.(THRU :._-._ :; i ( SPACE) , f NEW JOIST ;f� f_ `EXISTING CIRCUI f PTO MAINT I i ,.,-„,.;./,:,,,. - -. RL � , , CONTINUITY. ' "�'r" 5 EXISTING EDWARDS MODEL NO 5751 B FIRE ALARM CONTROL PANEL i I CONSULTANT: `' : AND BOSCH / DETECTION SYSTEMS MODEL NO DS9471 ALARM i ; , $ ! �_ r.. . „ , � j � �� 'ry? ! }� '`�'��}¢��`�° �!i , ` ! MONITORING COMMUNICATOR, CONFIRM CAPACITY PRIOR TO BID PASSION E j ;r` „ ' , ' FOR NEW CIRCUITING OF NEW DEVICES. CONTACT METRO SAFETY & CREATIVITY ' ; r'{.�;,.; "-'''- „5;, _=' "- -= -----" :-: i FIRE, INC. AT (503) 231--2999 OR (503) 718-2605 FOR 1111MREYES SUSTAINABILITY 1/ =--- ' +; r ,,,t P,'.1° ° f ADDITIONAL EXISTING INFORMATION MATCH EXISTING ENGINEERING '' 1733 SE Morrison Street MANUFACTURER AND BRAND FOR ALL NEW DEVICES. Portland OR97214 FLAVIANO V.REYES JR. PE _._.4 s 1 ! '• ;: ;', !! ! PRINCIPAL Tel (503)771-1986•i f ` s .'.,..i's,f,...._..., , ;.`i ,, ;;1 1 j eyeswdgcoar Fax (503)772-2496 1 i f.. _'""ii I11 f } { i !4+� fJF 9I ;� 1 4 f;; i, ! _:•'• _.: _ ' 6. FOR MECHANICAL EQUIPMENT SCHEDULE AND PANEL SCHEDULE i i PROVIDE AND: TERMINATE TWO (2) CAT 5 IN 3/4"C. E N E I� - >x� .. .. -. .,.� .. �'. .�_ �.:' ,,........._...._-..__._,_..__.._.____,_.-# _r. � _ __. __ __.._._,.. __�..._w_._.. __..__ __.._.__..____.___...__..._,;�_ SEE SHEET E5.0. 1 ; PANEL f i a . , t .,„____f ., r f I t PA,.,EQ E fl ! iE t : i : ' ' S ....__ „ . ..,.. . ....___^.-• _.....,._...._-..., ,.y:; : ,.., •r• ...mu•,.a.. -. ..___._-...__.,...j , P ' R 'Y I S f e i f � i i , t _,I if l. ^ 7 f j ,:;:j 4.T i - E i i [' "� rl,. ' i < i r f • 1 ±4 i ;k , , ; t f f 6 t Y. f r , 'i .,,, f t i t f i f !if';;' f N 'LTELECOM RACK° 1 a y I , i a i E ; f i ; • . 1 i PROJECT NUMBER: 208109 Tigard Sr. Center 1 Garden Room: .. .. .. (. ,., _ . • • . . r s , , , • , , Addition i N • E3.C� LOWER LEVEL POWER AND SIGNAL PLAN - „_ , „ 8875 SW O'Mara St. SCALE: 9/8 = 9–0 Tigard, OR 97223 B mu NOT ONLY NOT APPRO ED ITTTTT TTTTc Pr P\rr SHEET TITLE: LOWER LEVEL- POWER/SIGNAL DRAWN BY: FVR DATE ISSUED: 9.03.08 SHEET: E3. 0 L.RS Architects,Inc.0 2008 C MI 1 NM 2 MO 3 4 _ LIIIIIIS mu ARCHITECTS ' ( , 720 NW Davis 503.221.1121 'LEI' GENERAL NOTES Suite 300 503 221.2077 D PANEL Portland OR 97209 www.lrsarchitects.com G 0 1. REFER TO ELECTRICAL LEGEND AND ABBREVIATION SEE SHEET IN E0.1. 0 I 2. EXISTING POWER DEVICES, CIRCUITS, FIRE ALARM, ETC. SHOWN 1100A-4I�N WERE TAKEN FROM EXISTING AVAILABLE RECORD DRAWINGS AND FIELD OBSERVATIONS. CONTRACTOR TO VERIFY EXACT CONDITIONS c PRQj 1 .:� ,: ' 3::� 'i RAN;,�,�; ' ,, ° PRIOR TO .�/' ;.a.,`3.,i-_ i " ;{ :�,,.. i �,c��E ., ; j ;El. 1 1 ;;f off: BID. S 3. ALL SERVICE ENTRANCE FEEDERS (POWER, TELEPHONE, CATV) $ 'i86O2It" i SHALL REMAIN. PROVIDE MEASURES TO PREVENT DAMAGE OF r E E E HP-E- !T 1 THESE FEEDERS DURING CONSTRUCTION. OREGON 5. SEQUENCE WORK WITH CONDITIONS OWNER SUCH THATBAREAS GTOI REMAIN l v t' 7 ? 4 . f S�'+1:1 h; t ._1',..i:..G',y'..:i,...... ....L_..................i ..-.A_.,.._._.__• _ - ___._. ...^. .....' ;...,,.__i,..? 100A-3P o, j, -,: �>r , __. 1: "• _:, y` �., , N SHALL BE FULLY OPERATIONAL AND TO MINIMIZE 9� rt � `� , _........ ZE DOWNTIME. V. Ni 5 • < .. 'ENO R t; , .i - i 1 ^I I EXPIRES 12/31/0 T i i 225A 2 25A ,.wr�..(.t.;3 ;... , I I f i t I ., �L ft i . J'�1 I_'� �1.+��'�s .................... ,,':: 1' i .�•-!,^t, 'i ^ l- �'tRC' 11 1-?,E: 1 .../;,,4}i1A ft,, ,,4 `� IA: , t �E. i i Iii, �,.J( ,.1 I.,Is f'; f .... ...... .� ,.. } i f,;V.:+... .'�' .'. "' 'f;...F.,. L.;I,..;N.;E�` ! . (1 ;1 t;. ! ,f 5 s _!T�`.A f *� ')A 1 /.. !:-.,)A: '} ,<'5/:\ ) I i i CONSULTANT: ^NA:r�J�:Y'!1'1.,y'H^,t.'+••n.2:'.fa1i.".'r.Ft.".": AVAILABLE FAULT ; a,{....:�,,.,,,.,..,:.,. j, '� OE TRANSFORMER r""AD/VAULT�``.t.i..-E �..,,.,...._..,.,,.._..I i t ?`vls)t ... f� r'%... !' i:�l.�`.:� l:?�,i.M; {tsti� AR, � S O '`�n. ,�,1 i , CURRENT 16,492A; >c ; ..�..,�..�J..,,..._ 3 nt:;� SHEET N s ��ES�'::i ('� G r E :?liIi'?�,;,i::_i�'i i . ; (...N �..- -n'- O0. TYPICAL i 1 i 1 ro\REYES sucs NFL; } t t j - , j_ .. 1i�4 ": ,'f�,. ".f,1•Sl.... .,_..» 1..�..P ajt.�._ t'�}.�V �,'�{� sjr .... ... I ' tZii titi 1f� :f 1 j . �4i 0 EXISTING MAIN DISTRIBUTION PANEL AND BRANCH PANELS. ENGINEERING 1733 SE Morrison Street _..._,.....__ a, r is FLAVIANO V RE Portland,OR 97214 VERIFY EXISTING AIC RATING FOR ALL EXISTING EQUIPMENT AND �'JR.,PE ;:) �'-- , '"f" PRINCIPAL Tel (303)771-1986 " PROVIDE NEW BREAKERS ' AK RS WITH SAME FOR FULLY RATED SYSTEM. Fax { o ) 72-2496 w...--, .. ..., .i ' i; ..... cwt 7 • i; •.vt,Yr:`. S1 `i fi A 11/1111 • E4.0 ONE-L.1NE DIAGRAM SCALE: NTS /* '1 r 1 COPPER FEEDER SCHEDULE TOAD SUMMARY — MDP .„ , . . , 20A-2 2 #12 CU THWN, 1 #12 CU GRD IN 1/2"C. 208Y/120V. 30 4W + GRD. 800AMP BUS 20A-3 3 #12 CU THWN, 1 #12 CU GRD IN 1/2"C. EXISTING LOAD (PEAK DEMAND LOAD PER PGE): 94 KVA (128A) IIIIIIMIIIIIIIIIIIIIIIIIIIRIRIIIIIMIIIMIIIIIIMIIIIIIOMIIIIIIIIIIIIIIIIIIIINIIMMIIIIIIIIIIIIIIIIIIIIII 30A-2 2 #10 CU THWN, 1 #10 CU GRD IN 1/2"C. REMOVED LOAD: .21 KVA (2A) PROJECT NUMBER: 208109 30A-3 3 #10 CU THWN, 1 #10 CU GRD IN 1/2"C. NEW LOAD: 24 KVA (67A) I 40A-2 I 2 #8 CU THWN, 1 #10 CU GRD IN 3/4"C. Tigard Sr. Center 40A-3 3 #8 CU THWN, 1 #10 CU GRD IN 3/4"C. EXISTING LOAD X 1.25 + NEW LOAD — REMOVED LOAD = BUS RATING (MDP) Garden Room 60A-2 2 #6 CU THWN, 1 #10 CU GRD IN 3/4"C. [94 KVA X 1.25] + 24 KVA — .21 KVA = 141.3 KVA (392.5 AMPS) 60A-3 3 #6 CU THWN, 1 #10 CU GRD IN 3/4"C. J Addition 100A-3i 3 #2 CU THWN, 1 #8 CU GRD IN 2"C. • 100A-4 4 #1 CU THWN, 1 #6 CU GRD IN 2"C. 8815 SW! O'Mara St.• �: TINT TYPE LEGEND 150A-3 3 #2/0 CU THWN, 1 #6 CU GRD IN 2 C. Tigard, OR 97223 150A-4 4 #2/0 CU THWN, 1 #6 CU GRD IN 2"C. ' NEW 225A-3 3 #4/0 CU THWN, 1 #4 CU GRD IN 2 1/2"C. __ - EXISTING TO REMAIN 225A-41 4 #4/0 CU THWN, 1 #4 CU GRD IN 2 1/2"C. �- w _ �- EXISTING TO BE REMOVED L J . B s REFERENCE NOT APPROVED WITH THIS PERMIT SHEET TITLE: ONE-LINE DIAGRAM SCHEDULES DRAWN BY: FVR DATE ISSUED: 9.03.08 SHEET: ■ 0 LRS Architects,Inc.0 2008 C MOM 1 MiNi 2 3 — 4 • ....... ..,,.�•..,.-,._, .,.� _ - ,__.__-,____________ . ,z. _....._^ ..., - ..,. .._... ,...�R-.,-..., -- ,-,a.+n,..�•�«...._ .. ._, ..-,,tea._ - --- —_----_-__--_-- . . __.-. -- ..nom Lir IRS . ma ARCHITECTS 720 NW Davis 503.221.1121 IN E C Suite 300 503 221.2077 D NI ECH AN I CAL QU I P V EN T ON N ECTI aN S C F- E D U L E ' 1 Portland OR 97209 www.lrsarchitects.com GENERAL NOTES VOLTS/ ITEM DESCRIPTION LOCATION PHASE HP KW MCA MOCP FLA FEEDER CIRCUIT VFD NOTES HP-1 HEAT PUMP 208/1 2.0 12 20 20A-3 G-12.14. - 1,4 1. REFER TO ELECTRICAL LEGEND AND ABBREVIATION SEE DRAWING FC-1 FAN COIL UNIT 208/1 9.0 44.7 45 50A-3 G-16.18. — 1,4 E0.1. csk�D PRC1,(7J, �� aG%N4-4.,Le, SP-1 SIMPLEX PUMP 120/1 1/3 9 20 20A-3 G-2. - 1,4 2. EXISTING POWER DEVICES, CIRCUITS, FIRE ALARM, ETC. SHOWN WERE V 18so�E WH-1 TANKLESS WATER HEATER 208/1 8.3 50 50A-3 G-20.22. 1,4 TAKEN FROM EXISTING AVAILABLE RECORD DRAWINGS AND FIELD / OBSERVATIONS. CONTRACTOR TO VERIFY EXACT CONDITIONS PRIOR "��"' —r TO BID. OREGON 3. ALL SERVICE ENTRANCE FEEDERS POWER TELEPHONE, CAN) SHALL `9/w ho,A _,,cam REMAIN. PROVIDE MEASURES TO PREVENT DAMAGE PREVENT THESE '44/0 V. R`�`r FEEDERS DURING CONSTRUCTION. EXPIRES 12/31/08 4. VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING BID. 5. SEQUENCE WORK WITH OWNER SUCH THAT AREAS TO REMAIN SHALL . BE FULLY OPERATIONAL AND TO MINIMIZE DOWNTIME. CONSULTANT: J MECHANICAL EQUIPMENT CONNECTION NOTES r N PASSION CRESUSTAINABILITY ATIVITY 1 FUSED DISCONNECT WITH TIME DELAY FUSE TO BE PROVIDED AND INSTALLED BY DIVISION 26 SHEET NOTES EMREYES ENGINEERING 1733 SE Morrison Street 2 FUSED DISCONNECT TO BE PROVIDED AND INSTALLED BY DIVISION 26 FLAV1ANOV.REYES„JR,,PE Portland,OR 97214 PRINCIPAL Tel:(503)771-1986 3 EXISTING CIRCUITS — DATA TAKEN FROM EXISTING PANEL SCHEDULES fters@rerseu&corn Fax:(503)772-2496 01 VERIFY EXISTING AIC RATING FOR ALL EXISTING EQUIPMENT AND 4 PROVIDE NEW BREAKER PROVIDE NEW BREAKERS WITH SAME FOR FULLY RATED SYSTEM. 5 SWITCH FAN WITH LIGHTS J A MN E6.0 MECHNICAL CONNECTION SCHEDULE SCALE: NTS PROJECT NUMBER: 208109 Tigard Sr. Center PANEL! G OC DEVICE TYPE! Breaker EN CLOSU R E NEMA 1 MAINS(NSC A): BKR CDNT T NUCUSC A): 225 Q LOCATION: GARDEN ROOM DEVICE FAMILY! Bolt On MOUNTING: Flush WIRING: 3-Phase 4-Wire AIC RATING( A): 10000 Garden Room FED FROM: VOLTAGE: 208/120 FAULT CURRENT( A) 0 - _ Addition CKT DESCRIPTION NOTES DEMAND VA DC PHASE DC VA DEMAND NOTES DESCRIPTION CKT CODE AMPS P AMPS P CODE 1 3 SPARE SPARE SPARE LIGHTING 120 20 1 A 20 1 864 MOTOR 20 1 B 20 1 720 RECEPTACLES R-GARDEN ROOM 4 8815 O'Mara St. 5 L-GARDEN ROOM LIGHTING 750 20 1 C 20 1 540 RECEPTACLES R-GARDEN ROOM 6 7 L-GARDEN ROOM LIGHTING 225 20 1 A 20 1 540 RECEPTACLES R-GARDEN ROOM 8 Tigard, OR 97223 9 L-GARDEN ROOM LIGHTING 225 20 1 B 20 1 50 MOTOR MOTORIZED DAMPERS 10 11 L-EXTERIOR BLDG LIGHTING 500 20 1 C 20 2 999 LARGEST MOTO HP-1 12 13 GARDEN RM CLG FAN MOTOR 500 20 1 A " " 999 " " 14 15 SPARE SPARE 0 20 1 B 50 2 4520 MOTOR FC-1 16 17 SPARE SPARE 0 20 1 C " " 4520 " " 18 19 SPARE SPARE 0 20 1 A 50 2 4150 WATER HEATER WH-1 20 21 SPARE SPARE 0 20 1 B " " 4150 " " 22 B 23 L-GARDEN ROOM LIGHTING 750 20 1 C 20 1 0 SPARE SPARE 24 25 SPARE SPARE 0 20 1 A 20 1 0 SPARE SPARE 26 27 B 20 1 0 SPARE SPARE 28 29 C 20 1 0 SPARE SPARE 30 31 A 32 33 B 34 35 C 36 37 A 38 39 B 40 41 C 42 ALL CONNECTED KVA MAX PH AMPS * PHASE TOTALS VA AMPS BUS TOTALS KVA TOTAL CONNECTED 24, 89 80, 2 * A-N 7607, 9 63, 4 CONNECTED 0, 00 SHEET TITLE: TOTAL DEMAND 27, 46 88, 8 * B-N 9626, 3 80, 2 DEMAND 0. 00 TOTAL DESIGN 28. 05 89. 1 * C-N 8065. 4 67, 2 DESIGN 0, 00 ELECTRICAL SCHEDULES .. . . . DRAWN BY: FVR DATE ISSUED: 9.03.08 E6.0 PANEL SCHEDULES SCALE: NTS SHEET: E5„,„ 0 LRS Architects,Inc 0 2008 C NMI 1 2 3 MEMO 4