The URL can be used to link to this page

Plans (720) BU P2006-00299 DARTMOUTH SQUARE 11945 SW 7OTHAVE City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 II IIIIN r ria I November 8, 2006 GARD :. Myhre Group Architects Brian Frey 700 SW Taylor St. Suite 400 Portland, OR 97205 RE: DARTMOUTH SQUARE—NEW BUILDING Project Information Building Permit: SIT2006-00008 Construction Type: II-B Tenant Name: Dartmouth Square Occupancy Type: B Address: 11945 SW 70th Ave. Building Area: 3 story,38,830 sq ft The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2004 edition and 2004 Oregon Fire Code as amended by TVF&R.The submitted plans are approved subject to the following conditions. 1. The structural review was approved by Miller Consulting Engineers November 1,2006. (review doc. attached). 2. Special inspection is required for concrete, welding,reinforcing steel, bolting, welded studs, embed plates, bolts in concrete,masonry, soils,structural steel fabrication and erection, adhesive and expansion anchor installation,(as items listed on sheet S1.1 and Miller Consulting Engineers approved review letter).The special inspection agency of record shall furnish inspection reports to the Engineer of Record,Froelich Consulting,the General Contractor,and the City of Tigard,Building Division,attention Hap Watkins.All discrepancies shall be brought to the immediate attention of the general contractor for correction.The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge,in conformance with the approved plans and specifications and the applicable workmanship provisions of the code. 1704, 1705, 1707, 1708 OSSC FYI The special inspections do not waive the any of the inspection required by code. 3. Structural Observations is required;The owner shall employ a registered design professional to perform structural observations as defined in Section 1709,OSSC. Structural observations is required for concrete foundation,steel moment frames,roof and floor diaphragms and at completion of A. lateral force moment frame system B. horizontal roof&floor diaphragm C. building structural system prior to covering of structural elements (as items listed on Miller Consulting Engineers approved review letter and sheet S1.1). Deficiencies shall be reported in writing to the owner and to the City of Tigard,Building Division, attention Hap Watkins. FYI The structural observations do not waive the framing inspection required by code. Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard-or.gov • TTY Relay: 503.684.2772 4. Live Loads Posted:The live loads for which each floor has been designed to exceed 50 psf shall be conspicuously posted by the owner in that part of each story in which they apply,using durable metal signs,and it shall be unlawful to remove or deface such notices.The occupant of the building shall be responsible for keeping the actual load below the allowable limits. 1603.3 OSSC FIRE LIFE AND SAFETY/ GENERAL 5.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 6. 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 7. 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 8. 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. 9. 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. Sec. 1006.2 10. All elevators, required or provided, shall be located on an accessible route and shall be designed and constructed to comply with Chapter 30 and the Oregon Elevator Specialty Code. 1108.3.2 OSSC 11. Floor drains shall not be located within the clear floor space at a lavatory,water closet,urinal,or bathtub or shower. Floors shall not slope in excess of 1 unit vertical in 50 units horizontal (2%slope). Floor drains shall comply with Section 1109.4.5 and be without abrupt changes of level. Exception: Floor drains may be located within a clear floor space at a fixture provided the openings in the drain cover shall not exceed'/2 inch (12.7 mm)in any direction and the drain cover shall be no more than 1/8 inch below the level of the surrounding finished floor surface. 1109.10.1 OSSC 12. Safety glazing including but not limited to:the following locations: Each unit of glazing shall be permanently identified by the manufacturer. Sec. 2406. Some of these locations are as follows: a. Glazing in ingress and means of egress doors. b. Glazing in an individual fixed or operable panel adjacent to a door where the nearest vertical edge is within a 24" arc of the door in a closed position and whose bottom edge is less than 60" above the floor or walking surface except when there is an intervening wall or other permanent barrier between the door and the glazing. 13.Deferred Items: As noted on Miller Consulting Structural review document dated 11/1/2006 One set of drawings,which have been reviewed and initialed by the project engineer,to be filed with City of Tigard before placement * Reinforcing steel shop drawings * Miscellaneous steel shop drawings * Steel decking *Steel stair framing NOT PART OF THIS REVIEW: * Electrical * Fire Sprinklers/Alarm * Mechanical System * Plumbing 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. Approved Plans: 1 set of approved plans,bearing the City of Tigard approval stamp, shall be maintained on the jobsite.The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.3.1 OSSC Certificate of Occupancy: No building or structure shall be used or occupied until the Building Official has issued a certificate of occupancy 109.1 OSSC Premises Identification: Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard,Letter of Transmittal.The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respec , al Henzel, Senior Plans Examiner f l City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 $ IN 7$ . CITY OF TIGARD, BUILDING DIVISION STRUCTURAL TESTS & T I GAR D" SPECIAL INSPECTION PROGRAM GENERAL Where application is made for construction as described in Section 1704, of the Oregon Structural Specialty Code (OSSC),the owner or the registered design professional in responsible charge acting as the owner's agent shall employ one or more special inspectors to provide inspections during construction on the types of work listed under Section 1704, OSSC. These special inspections shall be in addition to the required inspections listed in Section 109, OSSC and shall not waive any required inspections to be performed by the City of Tigard inspection staff. SPECIAL INSPECTOR QUALIFICATIONS • 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 construction or operation requiring special inspection. Section 1704.1 OSSC. The City of Tigard, Building Official will also accept testing agencies listed with International Accreditation Service, Inc., OBOA Registered Special Inspection Agencies or the City of Portland, Certified Testing Agencies. See attached lists. SPECIAL INSPECTOR RESPONSIBILITIES • The special inspector shall observe the work as described in the "Statement of Special Inspections" for conformance with the building division's approved plans. • Discrepancies shall be brought to the immediate attention of the contractor for correction, If discrepancies are not corrected,the discrepancies shall be brought to the attention of the senior inspector and to the registered design professional in responsible charge prior to the completion of that phase of the work. • The special inspector shall provide copies of inspection reports at the jobsite and shall furnish inspection reports to the City of Tigard, Senior Inspector and to the registered design professional in responsible charge. • The special inspector shall submit a final report documenting required inspections as listed in the"Statement of Special Inspections" and any reports of corrections of discrepancies noted in the inspections. The final report shall be submitted to the City of Tigard,Senior Inspector prior to request for final inspection. Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard-or.gov • TTY Relay: 503.684.2772 CONTRACTOR RESPONSIBILITIES • The contractor shall notify the special inspector or agency prior to the construction of any of the items listed in the"Statement of Special Inspections". Adequate notice shall be provided so the inspector has time to become familiar with the project and approved plans. • The contractor shall provide access to the approved plans at the jobsite. • The contractor shall be responsible for retaining all special inspection reports at the jobsite and make the reports available to the City of Tigard Building Inspector upon request. • The contractor shall request an inspection from the City of Tigard, Building Division, prior to the placement of concrete,grout, spray proofing, etc. that may conceal any work indicated on the "Statement of Special Inspections". BUILDING DIVISION RESPONSIBILITIES • The building division shall approve all special inspection reports when found to be in compliance with the approved plans. • The building division inspector shall monitor the work of the special inspector. Any indication of sub-standard inspection shall be reported to the Senior Inspector for evaluation. • The Building Division will issue a Certificate of Occupancy when all final reports have been accepted by the Senior Inspector and all other City of Tigard requirements have been completed by the applicant. PERMIT APPLICANT RESPONSIBILITIES • The permit applicant shall submit a statement of special inspections prepared by the registered design professional in responsible charge as a condition for permit issuance. The"Statement of Special Inspections"shall include: 1. The project name, address and permit number. 2. A complete list of materials and work requiring special inspection. 3. A list of the inspections to be performed. 4. A list of the individuals, approved agencies or firms intended to be retained for conducting such inspections. • The permit applicant shall fund all special inspection services. ENGINEER OR ARCHITECT OF RECORD RESPONSIBILITY • The Engineer and/or Architect of record shall include special inspection requirements on the plans and specifications. j` ti City of 1900 SW 4th Avenue,Suite 5000 z Portland,Oregon 97201 PORTLAND, OREGON 503-823-7308 (c,` FAX:503-823-7250 r o Bureau of Development Services i 1 r503-823-6868 j e s www.portlandonline.com/bds CITY OF PORTLAND APPROVED TESTING LABS updated May 2006 ACS Testing Inc 7409 SW Tech Center Dr Suite 145 Tigard OR 97223 (503)443-3799 fax(503) 620-2748 Carlson Testing PO Box 23814 Tigard OR 97281 (503)684-3460 fax(503)684-0954 City of Portland, Bureau of Environmental Services Material Testing and Geotechnical Services . 1405 N River St Portland OR 97227 (503)823-2340 Government agency; NO SOLICITATIONS, PLEASE Clair Company Inc 525 NW Second St Corvallis OR 97330 (541) 758-1302 Kleinfelder 15050 SW Koll Pkwy Beaverton OR 97006 (503) 644-9447 fax(503)643-1905 Krazan and Associates Inc 19501 144th Ave NE#F-300 Woodinville WA 98072 (425) 485-5519 fax (425)485-6837 Mayes Testing Engineers Inc 7911 NE 33rd Dr, Suite 190 Portland OR 97211 (503) 281-7515 fax(503) 281-7579 Northwest Geotech 9120 SW Pioneer Ct#B Wilsonville OR 97070 (503) 682-1880 fax(503) 682-2753 PSI 6032 N Cutter Circle, Suite 480 Portland OR 97217 (503)289-1778 fax(503) 289-1918 WELDER QUALIFYING AGENCIES: Sheet Metal Workers Joint Apprenticeship &Training Committee 2379 NE 178th Ave Portland OR 97229 (503) 257-1022 Pacific Northwest Iron Workers Local 29 11620 NE Ainsworth#100 Portland OR 97220 (503) 775-0877 Willamette Carpenter Training Center 6915 NE 42nd Ave Portland OR 97218 (503)287-3708 OBOA Registered Special Inspection Agencies (all agencies on this list are category "An) Agency Name &Address Contact Phone Fax RC PC SM SS FP Kleinfelder, Inc. R. Scott Wallace (541) 382-4707 (541) 383-8118 RC SM FP 20350 Empire Ave, Suite A-1 Bend, OR 97701 Krazan and Associates, Inc. Jeffrey S Mercer 425-485-5519 425-485-6837 RC PC SM SS FP 19501 -144th Ave NE F300 Woodinville,WA 98072 Mayes Testing Engineers, Inc. Allan L Heer (503)281-7515 (503)281-7579 RC PC SM SS FP 7911 NE 33rd Drive, Suite 190 Portland, OR 97211 Northwest Geotech, Inc. dba Northwest Thomas S. Ginsbach, PE (503)682-1880 (503)682-2753 RC PC SM SS FP Testing, Inc. 9120 SW Pioneer Court, Suite B Wilsonville, OR 97070 Professional Service Industries, Inc. Mark Warren (503)289-1778 (503)289-1918 RC PC SM SS FP 6032 N. Cutter Circle, Suite 480 Portland, OR 97217 Professional Service Industries, Inc. Ray Aliperti (541) 746-9649 (541) 746-7163 RC PC SM SS FP 1040-A Shelley St. Springfield, OR 97477 2005/2006 Edition *Any agency with an asterisk Is approved pending final review of renewal documents Page 2 IAS: IBC Special Inspection Agencies: Index of Accreditation Listings Page 1 of 3 IAS INDEX OF ACCREDITATION LISTINGS IBC SPECIAL INSPECTION AGENCIES A Acclaim Materials Testing&Insp LLP SIA-103 5900 Emerald Ave Contact: Kishan S Singh Henderson,NV 89015 (702)938-0650 Angle Engineering SIA-106 3171 S Jones Blvd Contact:David W Nathan Las Vegas,NV 89146 (702)382-6453 Aztech Inspection Services,LLC SIA-104 4700 Copper Sage St,Ste B Contact:Paul Bunker Las Vegas,NV 89115 (702)889-9473 B BBC Engineering,Inc. SIA-113 4420 S.Arville,Ste 33 Contact David R Dupont Las Vegas,NV 89103 (702)364-5099 C CTE Nevada,Inc. SIA-117 988 Empire Mesa Way Contact:Jeff Faile Henderson,NV 89015 (702)795-2278 D Desert Soils Geotechnical,Inc SIA-114 71 N Pecos St,Ste 105 Contact:Christopher J Guertin Las Vegas,NV 89101 (702)452-0908 E F G Geotek Inc SIA-105 6835 S Escondido St,Ste A Contact:William W Taylor Las Vegas, NV 89119 (702)897-1424 H J K httn://www iacnnline nro/Special Tncnectinn/SIA html 0/i 0i'nnA IAS: IBC Special Inspection Agencies: Index of Accreditation Listings Page 2 of 3 -- Kleinfelder,Inc SIA-107 6380 S Polaris Ave Contact:Nick Oana Las Vegas, NV 89118 (702)736-2936 L M N 0 Owens Geotechnical,Inc SIA-102 4480 W.Hacienda,Suite 104 Contact:Troy B Bandy Las Vegas,NV 89118 (702)873-3478 Professional Service Industries,Inc.(PSI) SIA-119 3430 Polaris Ave Contact:Raymond E Brannen Las Vegas,NV 89102 (702)873-1775 Q QC Southwest,Inc. SIA-120 988 Empire Mesa Way,Suite B Contact:Carl E.Turley Henderson,NV 89015 (702)568-7789 R S Stantec Consulting,Inc SIA-115 7251 W Chariseton Blvd Contact:John R Anderson Las Vegas,NV 89117 (702)258-0115 T Terracon SIA-100 4343 S Polaris Ave Contact:Nick G Oana Las Vegas,NV 89103 (702)597-9393 U V Western Technologies Inc SA-116 3737 E Broadway Rd Contact:Dave Sollie Phoenix,AZ 85040-2966 (602)437-3737 X-Z /CT A Oil 0/1C1AA DARTMOUTH SQUARE OFFICE BUILDING CITY OF TIGARD 11945 SW 70TH AVENUE 13125 SW HALL BLVD November 1, 2006 TIGARD, OR 97223 SHEET 1 OF 3 Project No. 060841 STRUCTURAL PLAN REVIEW# 3 Plans Dated 10/31/06 Corr. Item Page No. Comments Code Section Made No. 11/1/06 1 Sheet A1.2 Submit calculations and details for trash 106.1.1 enclosure. 11/1/06 2 Sheets RW1 and RW2 Submit calculations for retaining walls. 106.1.1 10/18/06 3 Sheet S1.1 Submit the frequency of items noted as 1705.2 Special Inspection periodic. 10/18/06 4 Sheet S1.1 Submit calculations and details for metal or 1405.5.2 Masonry/Stone Veneer wire ties. (4) 11/1/06 5 Sheet S1.1 Submit calculations and details for self drilling 106.1.1 Light Gage Steel screws. Framing (3) 10/18/06 6 Sheet S2.1 Calculations page 507 note 11.5 inches for 106.1.1 Detail 6/S4.1 "d" on a 12 inch wall. Clarify. 10/18/06 7 Sheet S2.1 Submit calculations and details for track to 106.1.1 Detail 8/S4.1 stud connection. 10/18/06 8 Sheet S2.1 Calculation pages 509 thru 520 note 8.0 106.1.1 Detail 9/S4.1 inches for"d" on a 10 inch wall clarify. 10/18/06 9 Sheet S2.2 and S2.3 Submit calculations and details for brick 106.1.1 Details 15/S5.2, support. Note: Details not per calculation 17/S5.2, 18/S5.2, pages 524 and 525. 19/S5.2, 32/S5.3, 33/S5.3 10/18/06 10 Sheet S2.2 and S2.3 Submit calculations and details for HSS to 106.1.1 Details 15/S5.2, track and track to stud. 17/S5.2, 18/S5.2, 19/S5.2, 32/S5.3, 33/S5.3 10/18/06 11 Sheet S2.2 Submit calculations and details for 106.1.1 Details MF1/S3.1 connections at grids 2 and A. 10/18/06 12 Sheet S2.2, S2.3, S3.1 Submit calculations and details for seismic 106.1.1 Lateral Calculations loading including brick weight. Note: pages 555 thru 640 Calculations are not the same as the items noted on drawings. 10/18/06 13 Sheet S2.2 and S2.3 Submit calculations for W14X, W16 106.1.1 Details 4/S5.1 connection of plate to HSS wall. DARTMOUTH SQUARE OFFICE BUILDING CITY OF TIGARD 11945 SW 70TH AVENUE 13125 SW HALL BLVD November 1, 2006 TIGARD, OR 97223 SHEET 2 OF 3 Project No. 060841 STRUCTURAL PLAN REVIEW# 3 Plans Dated 10/31/06 Corr. Item Page No. Comments Code Section Made No. 10/18/06 14 Sheet S2.2 and S2.3 Detail notes detail 15/S7.1. Detail 15/S7.1 to 106.1.1 Detail 33/S5.3 be submitted. 11/1/06 15 Sheet S2.3 Submit calculations and details for method 106.1.1 used to transfer diaphragm forces around opening at grid 5 to 6. 11/1/06 16 Sheet S2.2, S2.3 and Submit calculations and details for 106.1.1 S2.4 method used to transfer lateral forces from diaphragm to special moment frames. 10/18/06 17 Sheet S2.2 and Submit calculations and details for base 106.1.1 Detail MF7/S3.1 connection. 10/18/06 18 Sheet S2.5 Submit calculations (page 537) for uplift and 106.1.1 Details 21/SS5.2, lateral buckling. 22/S5.2 and 24/S5.2 10/18/06 19 Sheet S3.28, S3.3 Submit calculations and details for 106.1.1 Detail 20/S5.2 connection of angles to HSS. 20 Special Inspection Special inspection is required for concrete, 1704, 1705, 1707, welding, reinforcing steel, bolting, welded 1708 studs, embed plates, bolts in concrete, structural steel fabrication and erection, epoxy anchors and floor and roof metal deck. 21 Structural Observation Structural observation is required for concrete foundation, steel moment frames, roof and floor diaphragms and at completion. 22 General Submit one set of reinforced steel shop (Deferred Submittal) drawings, which have been reviewed an initialed by the project engineer, to be filed with the City of Tigard before placement. 23 General Submit one set of miscellaneous steel shop (Deferred Submittal) drawings, which have been reviewed an initialed by the project engineer, to be filed with the City of Tigard before placement. 11/1/06 24 General Submit one set of light gage steel shop drawings, which have been reviewed an initialed by the project engineer, to be filed with the City of Tigard before placement. 25 General Submit one set of steel decking shop (Deferred Submittal) drawings, which have been reviewed an initialed by the project engineer, to be filed with the City of Tigard before placement. DARTMOUTH SQUARE OFFICE BUILDING CITY OF TIGARD 11945 SW 70TH AVENUE 13125 SW HALL BLVD November 1, 2006 TIGARD, OR 97223 SHEET 3 OF 3 Project No. 060841 STRUCTURAL PLAN REVIEW# 3 Plans Dated 10/31/06 Corr. Item Page No. Comments Code Section Made No. 26 General Submit one set of steel stair framing shop (Deferred Submittal) drawings, which have been reviewed an initialed by the project engineer, to be filed with the City of Tigard before placement. 27 General Approved resolution of the above terms shall be incorporated into submittal plans before a permit will be issued. Submit (4) sets of the revised plans to the city of Tigard 11/1/06 28 Sheet S1.1 Submitted plans note special concentric 106.1.1 Structural Steel braced frames. Structural notes detail special Item 14 moment resisting frames. Clarify. s Ww r� t r 3 ',iNra7'>/': k V;itit :'.4 -- 4, 4 WALLS', !.i:I N J.^ER R P VC, ,{,;: 4 .w .� . .� �s r� A. + ! T C S r,, CIW t ! U ►t'. ► :E.. ,:��} - :� � � �. ,.,�°�° -. .. »•-a., -� �r��"? ��.�,,�aw�...,�*��r�..e s .'� ;?*. r�*,x-r,,r,FE'r� :;�r.��,,;.�. � --rz��x,�..*;.�,.,#s,,,.x,�,.�•�,,,��a a� £,. ��a' +".'$.' t`t 4 • fK• �'L Utl''D'SlicIIIISINE- - ky'd' - "�v.�,i t ^$+L.. '4�,.Y�,.., y,. , W.�tTS • wa " Oi t �,...- b4*' .MRIC-','-f" �!2- a a,p O R ,. "7M M F s f +u"GYPSUM WALLBOARD,STEEL ST '~ One layer 5 type gypsum wallboard or gypsum veneer base applied parallel or at right . '` angles to each side of 35/e"steel studs 24"o.c.with 1"Type S drywall screws 8'o.c.at 1 vertical joints and 12"o.c.at floor and ceiling runners and intermediate studs. - 1 9 Joints staggered 24"on each side and on opposite sides.Sound tested with 31/2"glass fiber 'WO ,,1 h`1,A.friction fit in stud space.(NLB) A. Thickness: 47/8" i:!• ,14.x„'; Limiting Height: Refer to Section IV a � : Approx.Weight: 6 psf x„--`,*4.`�£ Fire Test: See WP 1200 ; (FM WP-45,6-19-68; ifintii#.1744-- . F, A OSU T-1770,8-61; -11 �� ULC 79T484,79T500,79T497, „444:13441.' 8-12-81,ULC Design W415) i Sound Test NRCC 816-NV,2-3-81 rX 1', -. ''GA FILE NO VI/1073 ',- PROPRZErARY t I HOUR : ..10 SIC °<' ; ;;;;; BOARD,STEEL STUDS, °”.r .F fil GLASS FIBER INSULATION LI i•,l One layer 1/2”proprietary type X glass mat water-resistant gypsum backing board applied j f ' parallel to each side of 21/2'steel studs 16'o.c.with 1'Type S drywall screws 8"o.c.at ��, � ' i ediate studs and wail rimeter. 3'2' lass fiber ,.,•,.,•�,��•,•til•,•, ê1èèè1IUèè l vertical joints and 12 o.c. at intermediate perimeter. / g insulation,0.526 pcf,friction fit in stud space. ,t Joints staggered 16'on opposite sides and covered with 10 x 10 mesh glass tape and tile Thicknness: 31/2' ;` adhesive.(NLB) Limiting Height: Refer to manufacturer ,f PROPRIETARY GYPSUM BOARD Approx.Weight 5 psf I Fire Test: CTC 1897-1655, 1-11-88 j G-P Gypsum - '12"Dens-Shield® Sound Test See WP 1070 0 (RAL TL69-42, 10-17-68) • .i. II GA FILE NO.WP 1076 . 'PROPRIETARY t i y�H�r��OUR --i!„45 10 49 STC i -_-. ,_'7'w....,, s 1• - .. .•. _ ,,.T #•0 .a." •a 3.lt•e_r:`Y ND f GYPSUM WALLBOARD,STEEL STUDS, GLASS FIBER INSULATION 11111111111111111111111111111111111111111 1111.1111111111111111111111.11111 ' One layer 5/s'proprietary type X gypsum wallboard or gypsum veneer base applied parallel to each side of 21/2"steel studs 24'o.c.with 11/4'Type S drywall screws 8'o.c.at wall litiffilititill NN ,,, 111 1 e _ ' '' perimeter and 12'o.c.at vertical joints and with 11/4"Type S drywall screws 12'o.c.or . . . . 1.1.1.1.�.1.�1.1.1.1.1 , continuous 1/4'beads of adhesive at intermediate studs.23/4'glass fiber insulation,0.65 pcf,friction fit in stud space. it Joints staggered 24"on opposite sides.(NLB) Thickness: 33/4' PROPRIETARY GYPSUM BOARD Limiting Height: Refer to manufacturer , Approx.Weight: 6 psf • BPB Canada Inc. - 5/e"ProRocrm Type X Gypsum Panels Fire Test: ULC 78T55,1-9-79, } G-P Gypsum - 5/s"ToughRock®Fireguard® ULC Design W409 Sound Test: DRC 70-2-2, 1-6-70 GA FILE NO.WP 1081 2 I I PROPRIETARY t. I 1 HOUR .,::: 45 to 49 STC FIRE -: ::-. = : SOUND.:. , GYPSUM WALLBOARD,STEEL STUDS - , ° , i One layer 5/8" proprietary type X gypsum wallboard applied parallel to each side of 35/9" , steel studs 24"o.c.with 1"Type S drywall screws 8'o.c.at vertical joints and 12"o.c. at floor and ceiling runners and intermediate studs.Optional horizontal resilient channel ,� 24" o.c applied to studs with one 1/2" Type S-12 pan head screw at each stud 11.4.61111.44 intersection. Stagger joints 24"on each side and on opposite sides.Sound tested with 3"mineral fiber, 2.5 pcf,in stud space.(NLB) Thickness: 47/e" PROPRIETARY GYPSUM BOARD Limiting Height: Refer to Section IV i G-P Gypsum - 5/9"ToughRock®Fireguard® Approx Weight: 5 pSf Fire Test: UL R1319,94NK40598, fl Lafarge North America Inc. 5/e"Firecheck® 11-30-94, United States Gypsum Company - 5/8"SHEETROCK®Brand UL Design U465 Abuse-Resistant Gypsum Panels Sound Test: USG-960709,7-18-96; ii If RAL-TL99-103,6-28-99; RAL-TL99-160,9-3-99 I GA-600-2003 1 Contact the manufacturer for more detailed information on proprietary products. 33 ! • GROUP ARCHITECTURAL ABBREVIATIONS: GENERAL NOTES: ' ` ` a ' ' ' t ' 700 SAN Taylor OM*&Ms 400 Poernrrd.CW1100,1 07205 t 002 280.0000 f e00JMD.7O00 rrww.mylropraup.ornn AB ANCHOR BOLT DBL DOUBLE G GROUT OAR OREGON ADMINISTRATIVE RULES SND SANITARY NAPKIN DISPENSER 1. THE TOP OF SLAB DESIGNATION CORRESPONDS TO THE TOP OF CONCRETE SLAB OR AC ASPHALTIC CONCRETE DEPT DEPARTMENT GA GAUGE OBS OBSCURE SNR SANITARY NAPKIN RECEPTACLE CEMENTITIOUS UNDERLAYMENT AND DOES NOT ACCOUNT FOR THE THICKNESS OF THE FINISHED A/C AIR CONDITIONING DET DETAIL GALV GALVANIZED OC ON CENTER SOG SLAB ON GRADE FLOOR- UNLESS OTHERWISE NOTED. �+,fl d Lj ACI AMERICAN CONCRETE INSTITUTE DF DRINKING FOUNTAIN GB GRAB BAR OD OUTSIDE DIAMETER SPD SOAP DISPENSER ) `��Cy ACOUST ACOUSTICAL DIA DIAMETER GD GARBAGE DISPOSAL OF OUTSIDE FACE SPEC SPECIFICATION 2. USE DIMENSIONS SHOWN. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM �, ACP ACOUSTICAL CEILING PANEL DIAG DIAGONAL GFI GROUND FAULT INTERRUPTER OH OPPOSITE HAND SQ SQUARE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CROSS CHECK DETAILS AND t"A ACT ACOUSTICAL CEILING TILE DIM DIMENSION GI GALVANIZED IRON OPNG OPENING SS SERVICE SINK OR SOLID SURFACE DIMENSIONS SHOWN ON THE ARCHITECTURAL DRAWINGS WITH RELATED REQUIREMENTS ON THE : E 'E ON AD AREA DRAIN DISP DISPOSAL GL GLASS OPP OPPOSITE SSD SEE STRUCTURAL DRAWINGS CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND OTHER DRAWINGS AS ADA ACCESSIBLE DN DOWN GLU-LAM GLU-LAMINATED OSHA OCCUPATIONAL SAFETY&HEALTH S STL STAINLESS STEEL APPLICABLE. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BEFORE COMMENCING WORK. • /1 f / • ADD'L ADDITIONAL DR DOOR GND GROUND ADMINISTRATION ST STONE SLAB ••• A'., ;- ADJ ADJUST, ADJUSTABLE DS DOWN SPOUT GR GRADE OSSC OREGON STRUCTURAL SPECIALTY STD STANDARD 3. ALL DIMENSIONS ARE TO FACE OF STUD OR CENTERLINE OF PARTY WALL UNLESS NOTED �, AESS ARCHITECTURAL EXPOSED DW DISH WASHER GYP GYPSUM CODE STL STEEL OTHERWISE. SEE WALL TYPE SHEET FOR PLACEMENT OF WALL COMPONENTS. 1 4�� STRUCTURAL STEEL DWG DRAWING GYPBD GYPSUM WALLBOARD OWJ OPEN WEB JOIST STN STAIN 1 Og OF AFF ABOVE FINISH FLOOR DWR DRAWER GYPBD/WR WATER RESISTANT GYPSUM OZ OUNCE STOR STORAGE 4. CONDITIONS AND DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY AFG ABOVE FINISH GRADE WALLBOARD STRL STRUCTURAL INDICATED OTHERWISE.TYPICAL DETAILS NOT REFERENCED ON DRAWINGS APPLY UNLESS AGG AGGREGATE E EAST P PAINT SV SHEET VINYL NOTED OTHERWISE NOTED BY SPECIFIC NOTES AND DETAILS.WHERE NO SPECIFIC DETAIL IS AL ALUMINUM (E) EXISTING HB HOSE BIBB PART BD PARTICAL BOARD S&V STAIN AND VARNISH SHOWN, THE CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR THE ALT ALTERNATE EA EACH HC HOLLOW CORE PERIM PERIMETER SYM SYMMETRICAL TYPICAL CONSTRUCTION ON THE PROJECT. ®MYHRE GROUP ARCHITECTS THERE GRAMM ARE THE PROPERTY OF APPROX APPROXIMATELY ECB EMERGENCY CALL BUTTON HCP HOLLOW CORE PLANK PERF PERFORATED SYS SYSTEM MYFRE GROUP ARCHITECTS AND ARE NOT BE REPRODUCED W ANY KAMER EXCEPT ARCH ARCHITECTURAL EE EACH END HD HEAD PL PLATE OR PLASTIC LAMINATE 5. WHERE NO SPECIFIC STANDARDS ARE APPLIED TO A MATERIAL OR METHOD OF CONSTRUCTION wTO mi re PRIOR WRITTEN APPROVAL. ASPH ASPHALT EF EACH FACE HDWE HARDWARE P/L PROPERTY LINE T TILE TO BE USED IN THE WORK, ALL SUCH MATERIALS AND METHODS ARE TO MAINTAIN THE OF GROUP ors AISC AMERICAN INSTITUTE OF STEEL EIFS EXTERIOR INSULATION&FINISH HM HOLLOW METAL PLAS PLASTER TB TOWEL BAR STANDARDS OF THE INDUSTRY. CONSTRUCTION SYSTEM HORIZ HORIZONTAL PP POWER POLE TC TOP OF CURB ASCE AMERICAL SOCIETY OF CIVIL EJ EXPANSION JOINT HR HOUR PR PAIR TEL TELEPHONE 6. MATERIALS, EQUIPMENT, ETC., NOT INDICATED ON DRAWINGS OR SPECIFIED HEREIN BUT ENGINEERS EL ELEVATION HSS HOLLOW STRUCTURAL STEEL PRCST PRECAST T&G TONGUE AND GROOVE REQUIRED FOR THE SUCCESSFUL AND EFFICIENT COMPLETION OF THE INSTALLATION SHALL BE ASTM AMERICAN SOCIETY FOR TESTING ELEC ELECTRICAL HT HEIGHT PREFIN PREFINISHED THK THICK HELD TO BE IMPLIED AND SHALL BE FURNISHED AND INSTALLED FOR NO ADDITIONAL COST. & MATERIALS ELEV ELEVATOR PSI POUNDS PER SQUARE INCH THRU THROUGH AWS AMERICAL WELDING SOCIETY EMER EMERGENCY ICBO INTERNATIONAL CONFERENCE OF PSF POUNDS PER SQUARE FOOT TJ TRUSS JOIST 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF. EMBED EMBEDMENT BUILDING OFFICIALS PT POINT TOIL TOILET LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. B BASE ENCL ENCLOSURE ID INSIDE DIAMETER PT PRESSURE TREATED TO TOP OF BD BOARD EQ EQUAL IF INSIDE FACE P/T POST TENSIONED TPD TOILET PAPER DISPENSER 8. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, BFF BELOW FINISH FLOOR EQPT EQUIPMENT IN INCH(ES) PTD PAPER TOWEL DISPENSER TP TOP OF PAVEMENT ELECTRICAL, AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS,AND SUBCONTRACTORS BITUM BITUMINOUS ES EACH SIDE INSUL INSULATION PTD/R PAPER TOWEL DISP&RECEPT TPL TOP OF PLATE PRIOR TO CONSTRUCTION. BLDG BUILDING EWC ELECTRIC WATER COOLER INT INTERIOR PTN PARTITION TV TELEVISION BL BLINDS EXP EXPANSION PTR PAPER TOWEL RECEPTACLE TW TOP OF WALL 9. DO NOT NOTCH OR DRILL JOISTS, BEAMS, OR LOAD BEARING STUDS WITHOUT THE PRIOR BLK BLOCK EXH EXHAUST JAN JANITOR PVC POLYVINYL CHLORIDE TR TREADS APPROVAL OF THE ARCHITECT AND STRUCTURAL ENGINEER. BLKG BLOCKING EXPO EXPOSED JT JOINT PWD PLYWOOD TYP TYPICAL BM BEAMBOBLOCK OUT EXT EXTERIOR 10. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE PROJECT SITE. BOC BOTTOM OF CURB KD KILN DRIED QT QUARRY TILE UBC UNIFORM BUILDING CODE DISCREPANCIES TO BE REPORTED TO OWNER AND ARCHITECT FOR CLARIFICATION. BOT BOTTOM F FABRIC KDN KNOCK DOWN QTY QUANTITY UL UNDERWRITERS LABORATORY BTM BOTTOM (F) FORWARD KIT KITCHEN UNF UNFINISHED 11. ERRORS OR OMISSIONS IN ANY SCHEDULE OR DRAWING DO NOT RELIEVE THE CONTRACTOR BOW BOTTOM OF WALL FA FIRE ALARM R RISER(S) UNO UNLESS NOTED OTHERWISE FROM EXCLUDING THE WORK INTENDED IN THE DRAWING OR DESCRIBED IN THE SPECIFICATIONS, FACP FIRE ALARM CONTROL PANEL LAV LAVATORY (R) REVERSED UR URINAL CAB CABINET FB FLAT BAR LBS POUNDS RA RETURN AIR 12. ALL EXTERIOR EXPOSED WORK TO BE INSTALLED IN WEATHER TIGHT MANNER;CAULK AND CB CATCH BASIN FD FLOOR DRAIN LKR LOCKER RAD RADIUS V VENT PROVIDE WEATHER BARRIER MATERIALS AS REQUIRED FOR WATERTIGHT CONSTRUCTION. CC CUBICAL CURTAIN FDN FOUNDATION LOC LOCATION RD ROOF DRAIN VCT VINYL COMPOSITION TILE CD CEILING DIFFUSER FE FIRE EXTINGUISHER LONG LOGITUDINAL REF REFERENCE VERT VERTICAL 13. ALL EXPOSED METAL CONNECTIONS, FASTENERS, COVERS AND RELATED APPURTENANCES TO BE CEM CEMENT FEC FIRE EXTINGUISHER CABINET LT LIGHT REF'D REFLECTED VEST VESTIBULE NON-CORROSIVE. CI CAST IRON FF FACTORY FINISH REFR REFRIDGERATOR VFY VERIFY PERMIT CIP CAST IN PLACE FFE FINISH FLOOR ELEVATION M MORTAR REINF REINFORCED VG VERTICAL GRAIN 14. ALL SEPARATING WALLS AND FLOOR-CEILING ASSEMBLIES, INCLUDING PENETRATIONS OR CLG CEILING FH FLAT HEAD (M) MIRROR REQT REQUIREMENTS VP VENEER PLASTER OPENINGS, SHALL PROVIDE AN AIRBORNE AND IMPACT SOUND INSULATION EQUAL TO SOUND REVIEW SET CJ CONTROL JOINT FHC FIRE HOSE CABINET MACH MACHINE RES RESILIENT VWC VINYL WALL COVERING TRANSMISSION CLASS AND IMPACT INSULATION CLASS REQUIRED BY GOVERNING AUTHORITIES; CL CENTER LINE FIN. FLR. FINISH FLOOR MAX MAXIMUM RET RETURN CONTRACTOR SHALL PROVIDE CONSTRUCTION METHOD,ACCESSORIES, DEVICES AND CLO CLOSER FIXT FIXTURE MB MACHINE BOLT RF REMOVE W WEST APPURTENANCES AS REQUIRED FOR SAME. PROVIDE SEALANT AT ALL OPENINGS MADE IN WALL CLR CLEAR FL FLOOR MC MEDICINE CABINET (RL) RELOCATE W/ WITH AND FLOOR SURFACES AND FRAMING FOR SUPPLY AND DRAIN LINES; PROVIDE SEALANT, AIR CMU CONCRETE MASONRY UNITS FOC FACE OF CONCRETE MDO MEDIUM DENSITY OVERLAY RM ROOM WC WALLCOVERING OR WATER CLOSET TIGHT, AROUND ELECTRICAL OUTLETS AND JUNCTION BOXES. CNTR COUNTER FOF FACE OF FINISH MECH MECHANICAL (RM) REVERSED MIRRORED WD WOOD COL COLUMN FOIC FURNISHED BY OWNER, INSTALLED BY MEMB MEMBRANE RO ROUGH OPENING WDF WOOD FLOORING 15. STRUCTURAL, FIRE RESISTIVE AND SOUND RESISTIVE INTEGRITY IS TO BE MAINTAINED AT CONC CONCRETE CONTRACTOR MFR MANUFACTURER WDW WINDOW PENETRATIONS FOR ELECTRICAL, MECHANICAL, PLUMBING AND CONDUITS, PIPES AND SIMILAR COND CONDITION FOM FACE OF MASONRY MH MANHOLE SA SUPPLY AIR WF WIDE FLANGE SYSTEMS AND IS TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF GOVERNING CODES AND CONN CONNECTION FOS FACE OF STUD MI MIRROR SC SEALED CONCRETE WH WATER HEATER AUTHORITIES. CONSTR CONSTRUCTION FPRF FIREPROOF MIN MINIMUM SC SOLID CORE WIC WALK-IN CLOSET CONT CONTINUOUS FRP FIBER GLASS REINFORCED PANELS MISC MISCELLANEOUS SCD SEAT COVER DISPENSER W/O WITHOUT 16. ALL ELECTRICAL OUTLETS AND THERMOSTATS CL TO BE MOUNTED NO LESS THEN 15"A.F.F.AND CONTR CONTRACTOR FRT FIRE RETARDANT TREATED MO MASONRY OPENING SCHED SCHEDULE WP WATERPROOF OR WALL PANEL NO MORE THEN 48"A.F.F. CORR CORRIDOR FS FULL SIZE/SCALE MTL METAL SD SHOWER DOOR WSCT WAINSCOT CPT CARPET FT FOOT OR FEET MTD MOUNTED SECT SECTION WT WEIGHT 17. ALL SHEET METAL WORK TO BE GALVANIZED OR PRE-FINISHED ALUMINUM, UNLESS NOTED CSWK CASEWORK FTG FOOTING MUL MULLION SF SQUARE FEET WWF WOVEN WIRE FABRIC OTHERWISE. CT CERAMIC TILE FURR FURRING SGB SHOWER GRAB BAR CTR CENTER FUT FUTURE N NORTH SGL SAFETY GLASS & AND 18. COORDINATE FINAL GRADE ELEVATIONS AND POSITIVE DRAINAGE AWAY FROM THE BUILDING. CTSK COUNTERSINK (N) NEW SH SHELF < ANGLE DARTMOUTH SQUARE N/A NOT APPLICABLE SHG SHEATHING @ AT 19. PULL-ADHESION TEST SHALL BE PERFOMED FOR JOINT SEALANTS. A SEALANT JOINT APPLICATION OFFICE BUILDING NIC NOT IN CONTRACT SHR SHOWER # NUMBER SHALL BE PERFORMED DURING MOCK-UP AND TESTED. NO NUMBER SHT SHEET NOM NOMINAL SIM SIMILAR 20. ELEVATOR SYSTEM TO MEET ALL INTERNATIONAL BUILDING CODE CHAPTER 30 REQUIREMENTS. NTS NOT TO SCALE 11955 SW 70th AVE. SYMBOLS LEGEND: GENERAL PLAN NOTES: T1GARD,OR97225 Mk BUILDING SECTIONS WINDOW TAG DESIGNATION 0 DS DOWN SPOUT A5.30 1. ALL INTERIOR DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD, UNLESS NOTED OTHERWISE (U.N.0). (101A) DOOR TAG DESIGNATION 0 FD FLOOR DRAIN 2. GRID LINES INDICATE EITHER CENTER LINE OF COLUMNS OR FACE OF STRUCTURE. , mod,^$0 '<S AI> � ear � .�„ � ��r WALL SECTIONS E 3. PROVIDE AND INSTALL BLOCKING, BRACING AND STRAPPING AS REQUIRED FOR CABINETS,TOILET _, 5 A5.30 ELECTRICAL PANEL, SEE ELECTRICAL DRAWINGS. HD-01 EXTERIOR ELEVATION MATERIAL TAG PROVIDE 2X6 FRAMING U.O.N. ACCESSORIES, HVAC, PLUMBING, ELECTRICAL AND ALL ACCESSIBLE REQUIREMENTS INCLUDING _° 111' BLOCKING FOR PLACEMENT OF ADA GRAB BARS, BLOCKING FOR UNIT STAIRS, BICYCLE RACKS ,I ROOM NAME C AND ANY OTHER FIXTURES THAT REQUIRE SUPPORT BRACING. UNIT DESIGNATION COMMUNICATIONS PANEL, SEE ELECTRICAL Ai EXTERIOR ELEVATION goo DRAWINGS. PROVIDE 2X6 FRAMING U.O.N. 4. ALL DOORS TO MAINTAIN 12" CLR. PUSH AND 18" CLR. PULL FOR ADA ACCESSIBILITY. A4.00 } MECHANICAL PANEL, SEE MECHANICAL 5. ALL EXTERIOR PAVING TO SLOPE AWAY FROM BUILDING 1/4"PER 1'-0" U.O.N. �� _" A A REVISION TAG DRAWINGS. PROVIDE 2X6 FRAMING U.O.N. ",�� 6. VERIFY ALL METER AND TRANSFORMER LOCATIONS FOR ACCEPTANCE BY ARCHITECT. D Anill B INTERIOR ELEVATIONS 2 SIGNAGE DESIGNATION k .. .. . A REPLACEMENT BRICK INFILL 7. PROVIDE ADDITIONAL FRAMING AT COMMON WALLS TO AVOID ELECTRICAL OUTLET OR WALL A6.1 PENETRATIONS IN THE SAME STUD CAVITY. q DRAWING KEY NOTES C 8. SMOKE DETECTORS SHALL BE PROVIDED IN ALL CORRIDORS AND INSTALLED AS PER REVISIONS A ---- GRID LINE MANUFACTURER'S INSTRUCTIONS. A 10/10/06 AI DETAIL REFERENCE FLOOR FINISH TRANSITION A9.30 N A (iiI, DATUM ELEVATION NORTH ARROW MP: STEVE PEARSON PA: BRIAN FREY JOB NO:053570 DATE: 07.13.06 FILE: • 1 GENERAL INFORMATION . GROUP • r c h l t • c t • 700 SW Taylor iIrMR 11u110.7100 Pbrgmd.Oregon 87206 t•06266.6000 f g06.Z66.600 www.nrylreRoup Door LEGEND: 5 SYMBOL DESCRIPTION I --I I 1 I i 1 1 I 1 'Ell •I �� 1-HOUR VERTICAL SHAFT ENCLOSURE: 1-HOUR RATED VERTICAL SHAFT n • 94'-0" ESTIMATED MAX COMBINED 4`''( ENCLOSURE PER IBC SECTION 707, INCLUDING 1-HOUR ELEVATOR n EGRESS PATH E :I ) ( 1 $ 4f EQUIPMENT ROOM W/OPENING AND PENETRATION PROTECTION. mom 4. © 0 W_ - SON '� J 1-HOUR VERTICAL EXIT ENCLOSURE(AREA): 1-HOUR RATED VERTICAL EXIT _ —1 i / , ►--3 PER IBC SECTION 1019 W/OPENING AND PENETRATION PROTECTION. ' : �:�4 • //// • l', ∎ lir I J C- Ni •tt RTL D, OR '� . 1-HOUR OPENING PROTECTED WALL(ELEVATORS): 1-HR. RATED SHAFT ..�♦ ENCLOSURE PER I.B.C. SECTION 707 W/OPENING AND PENETRATION ® -� PROTECTION. 'r 30 � �t�'I '41Z) Q� - - - 1-HOUR OPENING PROTECTED WALL(STAIRS): 1-HOUR RATED FIRE 354 iii 1>. + `� -1 0 ■ / PARTITION PER I.B.C. SECTION 708 W/OPENING AND PENETRATION ..... A. 4.AS I E( PROTECTION. �Z ® 4 -E —� i��„ 1yv 0 MYHRE GROUP ARCHITECTS �� ' ._ ' � I THESE DRAWBARS ARE ll� PROPERTY OF NON-PROTECTED WALL(OTHERS): NON-RATED WALL ASSEMBLY WITH NO _ ilifT i ' 1 ' MYHRE GROUP AROGTECTS AND ARE NOT OPENING PROTECTION, WITH PENETRATION PROTECTION. ,u, li 57-6 COMBINED IreE X OCCUPANT EGRESS LOCATION:TOTAL NUMBER OF OCCUPANTS EGRESS -- 26 t?' 't.9', EGRESS PATH PER EXIT AS INDICATED. ] Y S SMOKE ENCLOSURE DOORS. I I - — — - ADA ACCESSIBLE PATH OF TRAVEL GO - 78'-6" COMBINED EGRESS PATH_ .. ........... COMMON PATH OF EGRESS TRAVEL 1 ...r ... .i II _ - n I�i�l 0 EMERGENCY EXIT Illir 35 014 EMERGENCY EXIT SIGN 1 FIRST FLOOR PLAN [EEO FIRE EXTINGUISHER CABINET G0.2 1/16" = 11-0" BUILDING DATA : (2004 OSSC, BASED ON 2003 IBC) 47 PROJECT NAME: DARTMOUTH SQUARE 4 ADDRESS: 11935 SW 70T1.I AVENUE,TIGARD, OR 97223 -1- 4 1 i . Ign---u.-'----4======i LOCATION: NW CORNER OF SW 70TH AVENUE AND SW DARTMOUTH STREET �„ i PERMIT 8• 0'-0" COMBINED EGRESS PATH E UP 111. PA I REVIEW SET CODE: INTERNATIONAL BUILDING CODE 2003 ED.,ACCESSIBILITY PER OSSC,2004 ED. a " - \\11 .1� I w OCCUPANCY: BUILDING CONSISTS OF B OCCUPACY:(COMMERCIAL) == E pi., m I a SEISMIC ZONE: A B C D I ,6� �l I S - 2 BUILDING AREA TOTAL SQ.FT. SEE GENERAL DATA 38,830 a al I Ix? o °C ( o o w 14 ' DN pp -�O or I 40 O lir CCUPANCY SECTION 302.1 A = E F H I M R S U SR — e 0 I �, CONSTRUCTION CHAPTER 5 COMBUSTIBLE ?ZBU! W Lt! 1 !® IFft1iI 'I'L R 6 TYPE 1 TYPE II T TYPE V VA, � il A B H.T. SPRINKLERS: NFPA 13R NFPA 13 ZZ I 2 g-4- _ -- - >-® 14-.] F f 4 ALLOWABLE HEIGHT TABLE 503 4 STORIES,55'-0" I�,,, �� I 13 L.': r�� MAX DEAD END: t SECTION 504 W/SPRINKLER INCREASE =5 STORIES,75-0' �,,�_!�_/ AliFie-- I - ill -46'-6" ACTUAL HEIGHT BUILDING DATA BUILDING HEIGHT:3 STORIES,45-0' �f% , 26 ® - _ `- 26 I ? :i-z: DARTMOUTH SQUARE BASIC ALLOWABLE TAg! 03503 E 50 ALL = ( I OFFICE BUILDING ALLOWABLE 23,000 SQ.FT./FLOOR MAX cn a O _ w I ALLOWABLE SECTION 506 506.2-FRONTAGE: NOT USED o b I W°C - PER FLOOR AREA SECTION 506.1 506.3-SPRINKLED: NOT USED co (INCREASES) EQUATION 5-1,5-2 TOTAL AREA PER FLOOR W/INCREASE=23,000 SQ.FT. 68'-6" COMBINED EGRESS PATH MULTI-STORY INCREASE SECTION 506.4 3 STORIES=PER FLOOR ALLOWABLE x 3=(23,000)x 3=69,000 SQ.FT.MAX L . . _ L a e 4-1 ACTUAL AREA BUILDING DATA ACTUAL AREA PER FLOOR=15,060 SQ.FT.MAX. 11935 SW 70th AVE. PER FLOOR TIGARD,OR 97223 ACTUAL AREA PER 1ST FLR= X9,370 SQ.FT. FLOOR B BUILDING DATA 2ND FLR=-15,060 SQ.FT. 2 SECOND FLOOR PLAN 3RD FLR=-14,400 SQ.FT. G0.2 1/16" = 11-0" TOTAL ACTUAL AREA BUILDING DATA TOTAL GROSS FLOOR AREA=-38,830 SQ.FT. ELEMENT RATING(HOURS) k STRUCTURAL FRAME 0 HR , , a BEARING WALLS-EXTERIOR 0 HR (NOT LESS THAN TABLE 602) BEARING INTERIOR } ___,, WALLS-INTER 0 0 HR FIRE-RESISTANCE NON-BEARING WALLS AND 0 HR PER TABLE 602:TYPE V>10 FT, __ TABLE 601 PARTITIONS-EXTERIOR <30 FT.or 0 HR TYPE V>30 FT. •R --I ATING AND NON-BEARING WALLS AND 0 HR � ■ !� , Z F / ' t , _...... i REQUIREMENTS FOR TABLE 602 PARTITIONS-INTERIOR w.�_ _ BUILDING ELEMENTS • 83'-6" COMBINED EGRESS PATH FLOOR COIVISTRUCTION 0 HR ( / ,.--,„-., ,,., ,s, INC.BEAMS AND JOISTS) - 45'-0" COMBINED - ' , ROOF CONSTRUCTION 0 HR (INC.BEAMS AND JOISTS) I , •I I EGRESS PATH_. EXT.WALLS W/FIRE SEPARATION DISTANCE>5'-O SHALL BE RATED FOR INTERIOR ._�_ _ ' I' 15 REVISIONS FIRE-SEPARATION SECTION 704 SURE W/ASSEMBLY RATING AS SPECIFIED ABOVE I DISTANCE EXT.WALLS W/FIRE SEPARATION OF<5'-0'SHALL BE RATED FOR BOTH INTERIOR AND EXTERIOR EXPOSURE • 4 10/10/06 27( 711-10" , , DN ,*$* Il 1P � k 1 15 j r- ��,,,,EXT.DOORS AND WINDOWS PER 704,TABLE 704.8&715 -- - .� �►�' S ♦ I I�l aline OTHER FIRE- S PER 707 - �__ RESISTANCE RATING STAIRWAY ENCLOSCJ <4 STORIES SERVED(3 STORIES) __%E! —�, ,— — � _ — — — L„.4 J L REQUIREMENTS =1 HR. R 1019 I-=/ L_ FIRE TTONS 1 HR -- ------ ael.31 MAX DEAD END: � 13 HORIZONTAL ASSEMBLIES 1 HR(SIC 81 TIC>50 PER 1207) I I NG�I -41'-5" %%IPA �S lir E I XIT DISTANCES 1/3 DIAGONAL DISTANCE I//I " 26 NPLO P 26 PER 10142.1 EXCEPTION 2 (31,PG0 - MP: STEVE PEARSON CORRIDORS 0 HOUR RATING IN CORRIDOR C ,-r:" = i PER TABLE 1016.1 101I''.�-��1 I PA: BRIAN FREY I MAXIMUM EXIT ACCESS TRAVEL DISTANCE PER TABLE 1015.1 MAXIMUM COMBINED EXIT ACCESS PER 1013.3 - 214- . JOB NO:053570 COMBINED (B I P PANCY WITH SPRINKLER SYSTEM)=3W (B OCCUPANCY WITH SPRINKLER SYSTEM)=100' GRESS PATH DATE: 07.13.06 72'-s" -•MBINED EGRESS PATH 4 MUM DEAD END CORRIDOR DISTANCE PER TABLE 1016.3 I _ _ _ I _ i i 1.2_,-0" FILE: EXCEPTION 2:(B OCCUPANCY vvraih SPRINKLER SYSTEM)=50' A L 'L 3 THIRD FLOOR PLAN • G0.2 1/16" = 1'-0" FIRE/LIFE SAFETY PLAN . GROUP a r c h i t e c t s 700 SW Taylor Street,Suite 400 Portland,Oregon 97206 t 503236.6000 f 503.236.7500 www.myhregroup•oom 0 . 4111 WALL TYPES LEGEND: , <OD 114)0. ti WALL COMPOSITION WALL INSULATION 1E •E ON NUMBER EXTERIOR WALL TYPE A SOUND ATTENUATION • ,-.3 A A LETTER INTERIOR WALL TYPE T THERMAL • ,,f�il • ,� NONE riui ONE YER 8PE"X" i' �'' ' E WALL FTHERMI"E;" STUD WIDTH ONE LAYER 5/8 EXTERIOR F►•fie �'. IbIlli�' 2 2 1 S 4 > .� AT 24"O.C. 4 4 i. r'' GRADE GYPSUM WALL BOARD c_ i ; " 20 GAUGE METAL STUDS �' TENANT SIDE PROVIDED BY i '1 ATTACHED TO METAL STUDS '•r•I/� '' ( 6 6" i�WA E ' a « a � -•� i`: AT 24"O.C. U.N.O. �� TENANT) " ©MYHRE GROUP ARCHITECTS I. i -r 8 8 WITH 1-1/2 TYPE S SCREWS i.; �,: X OTHER, SEE WALL TYPE I AT 16 O.C. C 1 THESE DRAWINGS ARE THE PROPERTY OF i=Oil-'� i; ''�; 20 GAUGE METAL STUDS MYHRE GROUP ARCHITECTS AND ARE NOT � > TENANT SPACE i. CORRIDOR " TO BE REPRODUCED IN ANY MANNER EXCEPT / \ i` -.4 16 GAUGE METAL STUDS i i:' AT 24 O.C. U.N.O. WITH THE PRIOR WRITTEN APPROVAL i, « I. OF MYHRE GROUP ARCHITECTS. �:�"� AT 24 O.C.U.N.O. �. WEEP HOLES: t'=� ! VERIFY WITH STRUCTURAL t'.'r- t. bit i., ACOUSTIC INSULATION,TYP. FIRE RESISTANCE RATING WALL STUD AND FINISH HEIGHT EVERY AND 24"O.C. HORIZ. �`� ,,,,,� : E EXTERIOR-SEE SECTIONS/ ELEV. r. THERMAL INSULATION AT ALL FLASHING LOCATIONS r 1/2"RE ILIEN N S -'r i N NON-RATED X SHAFT-SEE SECTIONS (R-13 MIN. :. �: ACOUSTICAL INSULATION,TYP. ( ) ► 1 1 HOUR G I 24" ATTACHED TO ' Sc STRUCTURE-SEE STRUCT. t i @ O C i:- MOISTURE BARRIER `'' _ a ;M'' 2 2 HOUR /� METAL STUDS WITH 1 1/2 TOP OF CEILING 2 AIR GAP iY `' 3 3 HOUR SEE PLANS " TYPE"S"SCREWS 4 4 HOUR P PARTIAL-SE In U.N.O. �J � AT 24 O.C. 1110111" �: TILE BACKER BOARD AND OU F��C�ON i'Mlirrilr, is �"i- '��4'- TILE WHERE NOTED SEE :.3:::'"L:TENANT SPACE i` tE EXTERIOR J " « s i fir• i �� :: � INTERIOR ELEVATIONS, . . . . . . . . . . !�: � ONE LAYER 5/8 TYPE X" FINISH PLANS&SCHEDULE ��9 PR VIDE IN LATION A INDICATED is 1 GYPSUM WALL BOARD i� ATTACHEDTO RESILIENT 1!�i-�" BRICK VENEER i, ,I� CHANNELS WITH 1-1/2"TYPE"S" � . " CORRIDOR BATHROOM . i,. SCREWS AT 24 O.C. i''� OTHER STUD AND -'" OCCUR EVERY FIVE i; _ A _,111, 1, COURSES HIGH A �- A ..6. TYPICAL WALL TYPES. '► ► _ PLAN _ �� PLAN B - - �f PLAN A - 1 6 T EXTERIOR WALL N I _ EXTERIOR WALL N _ CORRIDOR WALL N I _ BATHROOM PARTITION WALL NON-RATED I N E A6 A CORRIDOR WALL NON-RATED N C A /2\ Ti\n �'�'■I:� rT� ``.'�1': i B 6 A BATHROOM PARTITION WALL PERMIT F �; NON-RATED 4 4 4 41 " " BASED ON GA DESIGN: WP 1072 !' '�: N S REVIEW SET A ONE LAYER 5/8 TYPE X" a ..� ONE LAYER 5/8"TYPE"X" M► FIRE RESISTANCE: 1-HOUR AT TENANT SPACES, PROVIDE 1/2 �'' ` ;; WATER RESISTANT GYPSUM 1 GYPSUM WALL BOARD a SOUND RATING: 45-49 STC RESILIENT CHANNELS 24"O.C. H06.41111111 ! WALL BOARD ATTACHED TO ATTACHED TO METAL STUDS 11110W1 A 4 4 °. '► " " " ATTACHED TO METAL STUDS WITH r '; D 6 A SHAFT WALL WITH 1-1/2 TYPES SCREWS « p a METAL STUDS WITH 1-1/2 TYPE ° 1 " 1-1/2 TYPE S SCREWS r '1', a " " 1- HOUR 24 O.C. " S SCREWS AT 24 O.C. 1 HOUR RATED - . a Oli li It � I AT 24 O.C. ;:' � �''� � � X Y TENANT)i.a (PROVIDED B T T) �► 1... - -um ° r` r•- 20 GAUGE METAL STUDS ■eV,i/ ONE LAYER 5/8"TYPE"X"GYPSUM 1 ;' 20 GAUGE METAL STUDS JJ AT 24 O.C. U.N.O. ''� '1'' " ° WALL BOARD ATTACHED TO AT 24 O.C. U.N.O. a METAL STUDS WITH 1-1/2 TYPE -1 ► rr « " - '� GENERAL NOTES: 4 S SCREWS AT 24 O.C. r► INSULATION �► ' '�' A, THERMAL INSULA IO ,,,� ^ 1.1 UNIT .�► SHAFT Fri._ �'.. R-7.5 MIN. BATHROOM BATHROOM 4 .I ( ) : ' g I PLAN ABOVE 1. TYPE"X"GYPSUM WALLBOARD SPECIFIED THROUGHOUT. PROVIDE WATER RESISTANT o.4 _ GYPSUM BOARD TYPE"X"AT ALL ROOMS WHERE PLUMBING FIXTURES OCCUR. PROVIDE 1 TENANT SPACE O 6" DEEP, 20 GAUGE STRUCTURAL i �� ' 1 -wow GLASS MAT WATER RESISTANT GYPSUM BOARD TYPE"X"AT ALL WET LOCATIONS. 4 1 �. METAL STUDS AT 24"O.C. U.N.O. �= - '► -� i DARTMOUTH SQUARE 2. CONFORM TO DETAILED REQUIREMENTS OF DESIGNATED TESTING AUTHORITY NUMBERS '�►��i � _'►�� _ ACOUSTICAL INSULATION " " ACOUSTIC INSULATION i AT ALL WALLS. WALLS DESIGNATED AS BASED ON VARY AS NOTED IN(PARENTHESIS.) OFFICE BUILDING 4 4 F. 1 2"AIR GAP -� _: i -I 4 �► V. r � 7:: FINISH PER SCHEDULE SHEATHING AT DECORATIVE PILASTER WALLS(WHERE OCCUR)MAY VARY FROM WALL TYPE �► -4 �- ONLY AT PILASTER CONDITION. SEE ASSOCIATED DETAILS. 1 J r TILE BACKER BOARD AT IICONCRETE RETAINING WALL �' �� TILE LOCATIONS,SEE 3. SEE STRUCTURAL SHEAR WALL SCHEDULE FOR SHEAR WALL ATTACHMENT AND EDGE ° II I �� r FINISH SCHEDULE AND BLOCKING REQUIREMENTS. STRUCTURAL SHEAR WALL SCHEDULE OVERRIDES LISTED �� '` PLAN - ASSEMBLY ATTACHMENT AND BLOCKING REQUIREMENTS ONLY WHEN MORE RESTRICTIVE. 4 i „"� ■ ∎ INTERIOR ELEVATIONS - r■ •`1 WATER RESISTANT MEMBRANE , /1110 4, 4. REFER TO FIRE AND LIFE SAFETY PLANS WALL TYPE LEGEND FOR IBC DESIGNATION OF `° 1?� RETAINED SOIL FIRE RESISTIVE WALLS. 11935 SW 70th AVE. Ir. " -41111 TIGARD, OR 97223 A PLAN A A 4.5 1/2 CL PLAN BELOW 5. REFER TO FIRE AND LIFE SAFETY PLANS WALL TYPE LEGEND FOR IBC DESIGNATION OF FIRE RESISTIVE WALLS WITH DUCTS AND AIR TRANSFER OPENING PROTECTION. C - - D - - E - - 6. REFER TO FIRE AND LIFE SAFETY PLANS WALL TYPE LEGEND FOR IBC DESIGNATION OF N I _ RETAINING WALL FURRING 1 1 _ 1 HOUR SHAFT WALL - NON BEARING N - PLUMBING WALL - NON BEARING FIRE RESISTIVE WALLS WITH FIRESTOPPING PENETRATION PROTECTION. 7. WALL TYPES STATED AS"BASED ON"A LISTED ASSEMBLY VARY IN RESPECT TO STUD SIZE AND/OR ADDING EXTRA ELEMENTS TO THE ASSEMBLY WHERE NO LISTED ASSEMBLY f EXISTS FOR THAT EXACT WALL TYPE. THESE WALLS CAN ALSO BE SHOWN TO MEET THE REQUIRED FIRE RESISTIVE RATING BY THE CALCULATION METHOD PER SECTION 703.3 AND y. ,-% J 24,144 SECTION 721 IF REQUESTED. r 8. ASSEMBLIES FOR FIRE RATED WALLS AND COLUMNS SHALL EXTEND FROM STRUCTURAL .a: ' - FLOOR TO UNDERSIDE OF FLOOR DECK OR ROOF ABOVE,UNLESS SPECIFICALLY NOTED A OTHERWISE. ALL OPENINGS SHALL BE PROTECTED AS REQUIRED BY CODES. ALL WALLS AT UPPER LEVEL EXTENDING TO STRUCTURE SHALL ALLOW FOR 1-1/2"MINIMUM VERTICAL 4-PLY BUILT-UP ROOF MOVEMENT. WALLS AT ALL OTHER LEVELS SHALL ALLOW FOR 1"VERTICAL MOVEMENT - 440011 MEMBRANE WHILE MAINTAINING FIRE AND ACOUSTICAL SEPARATIONS. FINISH PER SCHEDULE `. 9. MAINTAIN FIRE RESISTIVE WALL CONSTRUCTION INDICATED AT BUILT-IN WALL FIXTURES, SLOPE PER ROOF PLAN 1/2"PROTECTION BOARD 2 ACCESSORIES AND BEHIND FIRE EXTINGUISHER CABINETS AND ELECTRICAL PANELS EXCEEDING RIGID INSULATION(R-19 MIN.) 4"COMPOSITE FLOOR 16 SQUARE INCHES IN AREA, ETC., IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE CODES. ■■■aaa■■■ummui■ii■iiii■'iii maga■siiii ° 4 SYSTEM WITH 2-1/2" LO ■■■■■•a■■■a■■a■■■■■■a■■■■■■■■■a��••w..--- r 4 4 ■■■aaa•aI•a■■■■■■■■■■■■■■■■■■■ ;ilaaa ra 1/2"SUBSTRATE BOARD ■■■■a■a■ ■a■•a>!■�■■■■>.■■■■■■■aaa■■a■■a■a 4 A 2 REVISIONS "'•"'■■■■■■■■■■•■■■■■■■••••••••••••••■: 4 CONCRETE OVER 1-112", CONCRETE SLAB ON G'_BE 10. PROVIDE ACOUSTICAL INSULATION FULL HEIGHT OF WALL AT ALL TOILET ROOM WALLS. 1111i_- _i�• 20 GAUGE METAL PAN DECK U.N.O. , , 1 , 1 20 GAUGE METAL PAN DECK WHERE LARGER STUDS OR FURRING ARE REQUIRED TO COVER DUCTS, PIPING,CONDUIT, ETC., 0 10/10/06 r VERIFY WITH STRUCTURAL VERIFY WITH STRUCT. (U.N.O. SLAB EDGE RIGID INSULATION THE LARGER STUD SIZE OR FURRING SHALL BE PROVIDED AND SHALL EXTEND THE FULL 2 10/31/06 (U.N. ROOF JOISTS PER �' (R-7.5 MIN.) SURFACE OF THE WALL LENGTH AND HEIGHT WHERE THE FURRING OCCURS. STRUCTURAL WIDE FLANGE OR CONC. RATED VAPOR BARRIER 11. PROVIDE ALL NECESSARY ANCHORAGE BLOCKING, BACKING,FRAMING FOR HANDRAILS, OPEN-WEB JOISTS CASEWORK, SHELVING, MIRRORS,WALL MOUNTED EQUIPMENT AND ALL OTHER ITEMS AS PER STRUCTURAL ■■■■■■■■■■■■■■:■:= �0 f 0d0ii � r „ , � , ROCK BASE ■■■■■■■■■■■■■■■■■■■■■■I = •- •- --=- =• REQUIRED FOR COMPLETE INSTALLATION. ■■■■■■■■■■■■■■■■■■■••■I/�f�f�f�f* f�f,=� p.�....f#f f.•.0.•:f;;�l►.f„f�f Iy'I�f�I�f�f:. I !1 /!.f.!:f.f-0/0.7!•:00147 fj jjj UNDISTURBED SOIL 12. CONFIRM ALL ROUGH OPENING DIMENSIONS FOR DOORS AND WINDOWS PRIOR TO 1-1-I-1-1-1-1-1-1-1-i-1-1-1-1-1-1-1 : COMMENCEMENT OF CONSTRUCTION. - '1-1±T-T- . T-T-1-1-1-1-1-1-1-1 1 13. PROVIDE VERTICAL AND HORIZONTAL FIRE BLOCKING©10FT.O.C. MAX. MP: STEVE PEARSON 14. STAGGER JOINT OF GYP. BD. IN ALL CONDITIONS OF DOUBLE LAYER GYP.WALL CONST. PA: BRIAN FREY I I 15. INSTALL CONTINUOUS ACOUSTICAL CAULKING©TOP&BOTTOM OF FIRST GYP.BOARD LAYER IN JOB NO:053570 ALL DOUBLE LAYER GYP. BD.WALL CONSTRUCTION. INSTALL CONTINUOUS FIRE CAULKING©TOP &BOTTOM OF SECOND GYP. BOARD LAYER ONLY,TO MAINTAIN 1-HOUR RATING. DATE: 07.13.06 16. APPLY VAPOR BARRIER ON INTERIOR SIDE OF STUD AT ALL EXTERIOR WALLS. FILE: 17. MINIMUM TYPICAL INSULATION VALUES: • ROOF= R-19 • EXTERIOR WALLS=R-13 • EXT. WALLS BELOW GRADE=R-7.5 2 GO . 4 TYPICAL ROOF ASSEMBLY _ TYP. FLOOR CONSTRUCTION CONC. SLAB ON GRADE • SLAB EDGE =R-7.5 R1 F1 WALL TYPE AND FLOOR ASSEMBLIES ' / _ _ _ CONSTRUCTION PLANS FOR , , , A No , , , _, „ sil• A , ,, 1. , , w CC COMMERCIAL / OFFICE SITE DEVELOPMENT PERMIT SUBMIT-1AL D PROJECT TEAM 0 _ ,___.__..__._.___ _ 11 DEVELOPER APE ARCHITECT Q itimeal,.. 10--- NI t ZIMMLER DEVELOPMENT, LLC IFIC, INC. �► . r��m 111141'4141.4"`",, ., d 1P-.0.1( IN° II� /' �ff � ;�. iiii 1A� � ■ � 7165 S W FIR 4100� :�R � �m wit . I i ° ji1 �_ , � 1 :I i TIGARD OR�� FERRIS CONTACT: BRIAN KE F R s /iiii//iii / i�r�� i / /e■ � C1L ENGNE ER41iiiii.:01111A-pli • � _ r :; ...� LANPAC F NC ::: ammo - 1 i 1 -4 , ,, 1 i ! i 1 1 1 � : s 1001 SE WATER AVENUE SUITE 360 ■■ F- (a) PORTLAND, OREGON 97214 < 4 ' �-- --- 503 238-2097 �' Ea - ; ;g �� . �� . � �� . t CONTACT: J. SCOTT EMMENS P.E. .itagi W�� O a N / _ i� CD kik ,, 111,; N...--,�. - .'. ..�.. ;. ._,�. ! �� % - � ,r., `" ...,.+iw M...rw�+w±aR rl�!i!l+ +!tE�r E!�- `-iM l!_a-. -'. .'' i ..1.. IP_ ..,; .. - ■.■ Ilfllll rill MYHRE GROUP ARCHITECTS I '' // % IuIuuuuIu■ iormunsaaro .liuIliuuII�nhu1-- �� , ; _ �� ■�-�r.�r Iii 105 SE TAYLOR ST, SUITE 307 A. A ■ • 0 a PORTLAND, OREGON 97214 ■ �� W I c tr. C 1 ts° ill �o ;..I 503-236-6000 '�;' R CONTACT: BRIAN FREY • AY > < timii- !-', . ------ 0 CD //r �a w RD S i"-, . ........1 � � Ilk I 1 4 t ' ■ii!t!' �limis UTILITY CONTACTS.r .�. .... 4.0 i.r IGiOit - 3 TLER iii//iii///ii.//iviiiriiiiiiir///isi//i rii//iiiiiiiiiiiiii///iii//iii �1 a a 0Ii i,_. N POWER CABLE If ■.�■ o o iii'�� ,tee �`�` � � ■..■ ,,,,• Ar -_ .. PORTLAND GENERAL ELECTRIC COMCAST 0 g) narw��serr�a�a�r��aw GS��ir��rr�w ��ucre�rar�wi�� sees��z�s.ero��rcair� a�Qer��s��ern�� VA��Se�r��oIEScI�r� �Fwa��m+�r�" �_ �. ....... .:.. _-- „e ,pa„r,.n 3700 SE 17TH AVENUE 9605 SW NIMBUS AVENUE "'I 5 CNI [It at�saaG7Piii9�ENS�aNS�M�6esssKPA��eaai��Ms�a�ao��e��a��+��r�� c��eW�n��a�i��:�e�:nir��o��co��n��- N ._. _d_ ti VICINITY MAP �- I PORTLAND, OREGON 97202 BEAVERTON, OREGON 97008 ci� I (503) 605-6000 CONTACT: JIM VAN KLEEK NOT TO SCALE ° 7 CONTACT: KEVIN MULFORD W - -_, __ _ _ Q L � �^1 - TAXMAPINFORMAT1ON-_ ________ � __.:_�M� �� _�� .�� .� -___ ._ _�.__ �. v__. TELEPHONE GAS S.W. DAMIAM 'F 1 SIT EEt' Q � a,o VERIZON N.W. NATURAL GAS TAX LOT: 1 S136DC 4400 0 vi v aac4v`-....:r....-,--,-- _...'e".�...m.'+r.-,.:r_'srcrx-.--e.:z-GS,........,s,Y+,,,,,..... -........-d.,.....'...^_-is av-A�.'dc'c.^z.^.��°.%A ..Y. VAYV'^se:m-azmesvm.Xsa2.¢'.-...- s.- M.R^..."°S5°.......+_.«T........._e...-..,5°_...._,.._,....^:.,°'....a...._. .-.......i.C...^.z,x°»......... _ na _ Po Box 1100 220 NW 2ND AVENUE SITE ADDRESS: 11935 SW 70TH AVE J �__��_#_�_. r___._.,___.......�..._....,.__._. BEAVERTON, OREGON 97076 PORTLAND, OREGON 97209 '-i w t° 503-526-0357 (503) 220-2357 TIGARD, OREGON Q R CONTACT: RUSS WELLS CONTACT: LANCE CHEELEY _____ . _ _____ ___ . _ . T - - - r J OREGON UTILITY � , , z ,,a o, �r NOTIFICATION CENTER N SITE MAP isoo. Z. SHEi {J aT INDEX . �L 8 oQ o N COO GENERAL COVER SHEET 4fry (f)a',. s GENERAL CONSTRUCTION NOTES Col Exisiir C PLAN �, a < E 1. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON 14. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF 25. THE CITY'S INSPECTOR MAY, AT THEIR DISCRETION REQUIRE PROVISION OF TESTS Q Q CO2 CO2 C�rIVERAL CON�UCTKJIU NOTES � � I 1 0 �- �. ANY KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION AND OR REPORTS FROM THE PERMIT HOLDER, PERMIT HOLDERS ENGINEER OR ../ UNIFORM TRAFFIC CONTROL DEVISES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF D U UBL C S TL O 0 O CO3 C;03 PROPOSED PLAT I SITE PLAN �> TRANSPORTATION, FHWA, 1988 ED. SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ;(0 0. AT ANY TIME ORDER IMMEDIATE CLEAN UP AND STOPPAGE OF WORK TO ADEQUACY/COMPLIANCE, SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE PLAN L . cn ,,, ° 2. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE ACCOMPLISH CLEAN UP. °i 3 WITH THE CITY'S STANDARD SPECIFICATION AND ALSO IN ACCORDANCE WITH A PERMIT HOLDERS EXPENSE. �AIN� WALL AND PROFILES N 3 CITY (JOB SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE 15. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE 26. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE 2 APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. INSTALLED AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. THE CITY MAY AND WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CL. �C `� AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO EROSION AND SEDIMENT CONTROL N 3. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT ACCOMPLISH EFFECTIVE EROSION CONTROL. CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER �..., HAVING FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. o M . THE SATISFACTION. o 16. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A E8C0O EROSION AND SED MENT CONTF';OL COVER A PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF STANDARD GRASS MIX; SHRUBS, FLOWERS, BARKDUST, EXISTING SIGNS, PAVEMENT 27. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE E:� 01 CLEARING AND DE ESC: PLAN k o TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES (TIGARD POLICE MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT HOLDERS' EXPENSE. DEPT., TUALATIN FIRE & RESCUE) AND TO TRI-MET AND TIGARD AND BEAVERTON REPLACED, WITH LIKE KIND AND MATERIAL. 28. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE ES+CO2 CCADING, STREET, AND UTUTY C;ONSTRUC11ON ESC PLAN SCHOOL DISTRICT. 17. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED INITIAL AND FINAL LIFT OF ASPHALT HAS BEEN PLACED. ESCO3 E AND SEDIMENT DETAILS (1) 4. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTIONS SHALL BE PROVIDED TO WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE 29. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE , THE GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION PROPERTY, PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY NAMES AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO SIGN AT EACH END OF THE CONSTRUCTION AREA 72 HOURS MIN. BEFORE IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STREET AND STORM CONSTRUCTION PLANS %. s o PROFS (MIN.) HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN '�- s�f' INITIATION OF CONSTRUCTION WORK. STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT �� LNG I NFF4 5. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING 18. EXCAVATOR(S) MUST COMPLY WITH O.R.S. 757.541 THROUGH 757.571; HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CI0 DARTMOUTH STREET AND IMUTY PLAN AND PROFILE I --. '' 'Ej NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR EXCAVATOR(S) SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS 72 CHANGES. C11 70TH AVE, STREET AND UTL.ITY PLAN AND PROFILE 1s- WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. HOURS (MIN.) PRIOR TO START WORK. DAMAGE TO UTILITIES SHALL BE 34. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY +C"12 PRIVATE ONSITE STORM PLAN (f) �, .- t. 6. TRAFFIC CONTROL DEVICES, FLAGPERSONS, ETC., SHALL BE IN PLACE PRIOR TO CORRECTED AT THE PERMIT HOLDERS' EXPENSE. INSPECTOR, IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER PRIVATE ONE SANITARY SE RAND WATER PLAN �''�o��`6\ . INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. 19. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION OF A DESIGNATED "COMPETENT PERSON RESPONSIBLE FOR CONSTRUCTION SAFETY ' SETT 1 . AS PER OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - CI4 ATE SPECIFIC DETi�►ILS 7. NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS, NOR BETWEEN AND HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL 9:00 P.M. TO 7:00 A.M., MONDAY T EXCAVATIONS. 'THROUGH FRIDAY NOR BETWEEN 9:00 P.M. TO !F NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF C:15 STREET AND STORM STaiM STANDARD DETAILS W EXP. 12/31/07 8:00 A.M. SATURDAY, NOR BETWEEN 9:00 P.M. TO 9:00 A.M. SUNDAY. FACILITIES BY NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. ASSIGNMENT CHANGES. C16 STREET AND STORM STANDARD DETAILS 2 CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. 31. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER # I DATE I BY 8. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF STORM AND SANITARY STANDARD D /��IL.S SHALL ALSO BE PROVIDED FOR. 20.A TEMPORARY HARD-SURFACE PATCH (COLD MIX AC OR HOT MIX BASE PAVING) RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO C18 WATER STANDARD DETAILS 4,;i t .INV ` �` � =� �J.k�` I-- 9. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL SHALL BE PLACED ON TRENCHES WITHIN ROADWAY AT THE END OF EACH DAYS THE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE ' � REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO WORK. NO TRENCH, ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF I ASSURE PUBLIC SAFETY. UNSAFE CONDITION. THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR RIGHT-OF-ENTRY OR EASEMENTS. MISCELLANEOUS 1114141111110-;. 10. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY THE PERMIT HOLDER SHALL HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK. 32.BEFORE PLACEMENT OF THE FINAL LIFT OF ASPHALT, THE PERMIT HOLDER SHALL ri k uw ° I ... I: „ ' CLEAN AND HAVE THE CITY COMPLETE APRE-ACCEPTANCE VIDEO INSPECTION OF L01 PUB�..IC LANDSCAPE PLAN I DETAILS � CONTACT THE CITY'S PRIVATE DEVELOPMENT REVIEW ENGINEER, (503-639-4171) 21. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING ALL NEW SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 L02 PRIVATE LANDSCAPE RAN " DETAILS I I TO ESTABLISH A PLACE, TIME, AND DATE FOR APRE-CONSTRUC11ON MEETING. FACILITIES (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY DAYS OF NOTICE FOR THE VIDEO INSPECTION, ANY DEFICIENCIES SHALL BE Z 11. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT INSPECTORS OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED REPAIRED BEFORE PLACEMENT OF FINAL LIFT. 503-639-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK Q DATE I 10/10/06 TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED INSPECTION (SEE ATTACHED SHALL BE DONE AT THE PERMIT HOLDERS' EXPENSE. PROJECT RECORD DRAWINGS: DRAWN I JSE LISTING) AND AFTER COMPLETING WORK COVERED BY PERMIT. 22. ONE AS-BUILT MYLAR DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, AREA CALCULATIONS -- DESIGNED I JSE INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION CONTRACTOR SHALL PROVIDE OWNER OR OWNER'S REPRESENTATIVE WITH A REDLINED 12, A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED PLANS AND, ALSO, ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC COPY OF THESE CONSTRUCTION PLANS SHOWING CONSTRUCTED AS-BUILT ELEVATIONS, 0 CHECKED I EME CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK SYSTEM OR FACILITY, SHALL BE PROVIDED TO THE CITY BY A REGISTERED CIVIL PRE-DEVELOPED . POST-DEVELOPED PROJECT # I FBD04-001 AREA. ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND ENGINEER ALONG WITH AN ENGINEERS CERTIFICATION OF INSTALLATION COMPLIANCE PUBLIC ROW IMPERVIOUS - - 3,772 SF 0.09 AC LOCATIONS AND PLAN DEVIATIONS. REDLINED AS-BUILT DRAWINGS SHALL BE SUBMITTED TO OWNER'S REPRESENTATIVE ONE AN R E ESE TIVE 0 E WEEK PRIOR TO REQUESTING D/0 PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN (FORM ATTACHED). PUBLIC ROW PERVIOUS - - 3,083 SF 0.07 AC ACCEPTANCE OF SUBSTANTIAL COMPLETION. Cr SHEET TITLE AMENDMENTS AND TO THE CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE 23. A SEWER SYSTEM AIR-TEST AND V H.S. TV TEST REPORT AND ONE SET OF - - 6,856 SF 0.16 AC GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED ( ) H.THE CITY, IN ADVANCE OF WORK PERFORMANCE. BLUELINE AS-BUILTS (OF EITHER OR BOTH THE STORM AND SANITARY SEWER I, THE UNDERSIGNED, STATE I HAVE CHECKED AND VERIFIED THAT THESE REDLINED COVER SHEET SYSTEMS) MAY BE REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO ONSITE DEV. IMPERVIOUS 3,320 SF 0.08 AC 64,787 SF 1.49 AC AS-BUILT DRAWINGS ARE ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE. 13. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM. ONSITE DEV. PERVIOUS 79,755 SF 1.83 AC 11,432 SF 0.26 AC Z SHEET NUMBER OF THE PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE - MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A 24. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION 83,075 SF 1.91 AC 76,219 SF 1.75 AC SIGNATURE DATE COPY OF THE PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE REPORTS, ON A WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER - 0 COO AT THE WORK AREA ENGINEER AGREEMENT NOTE #5.) CITY OF TIGARD CASEFILE SDR2006-00001 0 _____ _ ( STREET CONSTRUCTION NOTES STORM DRAIN CONSTRUCTION NOTES 1. ALL CONSTRUCTION AND MATERIALS WITHIN WASHINGTON COUNTY RIGHT-OF-WAY SHALL CONFORM 1. ALL STORM SEWER CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS AND THE U.II TO WASHINGTON COUNTY STANDARD SPECIFICATIONS. APPLICABLE REQUIREMENTS OF CLEAN WATER SERVICES R&O 04-09 AND THE APPLICABLE 2. ALL CONSTRUCTION AND MATERIALS WITHIN THE CITY OF TIGARD RIGHT-OF-WAY SHALL CONFORM REQUIREMENTS OF CITY OF TIGARD AND/OR WASHINGTON COUNTY. TO CITY OF TIGARD STANDARD SPECIFICATIONS. 2. ALL C.S.P. SHALL CONFORM TO ASTM C76, CLASS 3 UNLESS OTHERWISE NOTED. PIPES IN AREAS Cr 3, DESIGN AND CONSTRUCTION REQUIREMENTS NOT ADDRESSED IN THE CITY OR COUNTY STANDARDS WITH LESS THAN 3' OF COVER AS MEASURED FROM TOP OF SUBGRADE WITHIN ROW LIMITS SHALL SHALL BE GOVERNED BY THE OREGON APWA STANDARDS. BE AWWA C900 OR DUCTILE IRON PIPE CONFORMING TO THE REQUIREMENTS OF ANSI A21.50-1 OR " 0" AWWA C150-1, CEMENT LINED PUSH-ON JOINT. THE MINIMUM THICKNESS SHALL BE CLASS 50 (UP (f) < 4. ALL SPECIFIED AGGREGATE (3/4"- 0 & 1 1/2"-0") SHALL MEET APWA STANDARDS. THROUGH 12 INCH DIAMETER PIPE) AND CLASS 51 (FOR 14 INCH DIAMETER PIPE OR LARGER). W 5. THE REQUIRED DENSITY FOR TREATED AND UNTREATED SUBGRADE MATERIALS 95% OF MAXIMUM 3. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS THE CONTRACTORS F"' DENSITY AS DETERMINED BY AASHTO SHALL NOT BE LESS THAN 95% OF T-180. RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR TO 0 6, THE CRUSHED ROCK BASE FOR PAVING SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY USING CONSTRUCTION AND INFORM THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS, CALL FOR LOCATES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. Z 0 AASHTO T-180. THE DENSITY OF ASPHALT CONCRETE 92% FOR THE TOP LIFT AND 91% FOR ALL BASE LIFTS AND SHALL BE AT LEAST THE THEORETICAL MAXIMUM DENSITY AS DETERMINED BY 4. PIPE BEDDING AND BACKFILL SHALL CONFORM TO THE CLEAN WATER SERVICES R&O 04-09. ODOT TM 306. 5. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF O.S.H.A. AND IN Z (aD 7. USE 3,300 PSI CONCRETE FOR ALL SIDEWALKS, CURBS, AND DRIVEWAYS PER WASHINGTON COUNTY PARTICULAR THOSE PERTAINING TO ADEQUATE SHORING AND TRENCH PROTECTION OF WORKMEN. 0 STANDARDS, CITY OF TIGARD STANDARDS AND APWA STANDARDS. 6. RIM ELEVATIONS OF MANHOLES AND CLEANOUTS WITHIN PAVEMENT ARE APPROXIMATE, FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED PAVEMENT GRADES. RIMS OUTSIDE OF PAVEMENT 8, STATIONING IS BASED UPON PROPOSED STREET CENTERLINE UNLESS OTHERWISE SPECIFIED. SHALL BE SET 6" ABOVE FINISHED GRADE. l' 1 9. NOTIFY COUNTY INSPECTOR AND ENGINEER 2 BUSINESS DAYS BEFORE COMMENCING WORK WITHIN 7. ALL STORM SYSTEMS SHALL VIDEO COMPACTION TEST (ASSHTO 0 COUNTY JURISDICTION. LLB E IDEO INSPECTED, PASS THE REQUIRED COMP T-180), AND A DEFLECTION TEST, PER CLEAN WATER SERVICES AND CITY OF TIGARD AND/OR D H- 10. NOTIFY CITY INSPECTOR AND ENGINEER 2 BUSINESS DAYS BEFORE COMMENCING WORK WITHIN CITY WASHINGTON COUNTY STANDARDS. Cr C JURISDICTION. 8. CONTRACTOR IS TO USE PIPE TYPES AS SPECIFIED IN CONSTRUCTION PLANS. ANY CHANGES MUST F. 0 11. EROSION CONTROL, DRAINAGE CONTROL AND DEBRIS CONTROL SHALL BE PROVIDED FOR AT ALL BE APPROVED REVISIONS TO THE PLANS BY CLEAN WATER SERVICES. TIMES AND SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF CONSTRUCTION. UNSATISFACTORY 9, ALL STORM SEWER PIPE SHALL BE GASKETED PIPE CONFORMING TO CLEAN WATER SERVICES R&0 v PERFORMANCE IS CAUSE FOR TERMINATION OF ALL WORK AT THE SITE UNTIL CORRECTION OCCURS 04-09. L... SATISFACTORY TO CWS. 12. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE TRAFFIC CONTROL ALONG THE EXISTING 10. ALL STORM SEWER LATERALS SHALL TERMINATE 2 FEET BEYOND THE PUBLIC UTILITY EASEMENT 0 0 ROADS AS REQUIRED BY WASHINGTON COUNTY AND/OR THE CITY OF TIGARD. UNLESS OTHERWISE NOTED AND SHALL BE PLUGGED TO PREVENT DIRT AND DEBRIS FROM ENTERING PIPE IN ACCORDANCE WITH CWS STANDARDS. THE ENDS OF ALL STORM SEWER LATERALS SHALL 0 2 -cf 13. ALL SIGNING, PAVEMENT STRIPING AND MARKINGS AND PERMANENT BARRICADES WITHIN THE BE MARKED WITH A VERTICAL 2x4, EXTENDING FROM THE PIPE INVERT TO A POINT AT LEAST 18 COUNTY RIGHT-OF-WAY TO BE INSTALLED, REMOVED AND/OR REINSTALLED BY PERMITEE WITH INCHES ABOVE FINISHED GRADE. THE 2x4 SHALL BE PAINTED WHITE ON ALL SIDES, MARKED (Ci WASHINGTON COUNTY APPROVAL. "STORM" ON THE STREET SIDE AND MARKED WITH THE DEPTH IN FEET AND TENTHS FROM FINISHED < CD GRADE TO THE INVERT. 14. SAWCUT STRAIGHT LINES TO MEET EXISTING PAVEMENT WITH NEW PAVEMENT. 11. ALL STORM SEWER LATERALS SHALL BE WHITE PVC PIPE CONFORMING TO THE REQUIREMENTS OF Cr CC 1"-- 15. ADJUST ALL MANHOLES LIDS, VALVE BOXES, AND MONUMENT BOXES TO FINISHED GRADE. ASTM D3034, SDR 35, WITH THE FOLLOWING EXCEPTION: WHERE PIPE COVER IS LESS THAN 24" 11.1.1 Q 16. STREET LIGHTING SHALL BE IN ACCORDANCE WITH THE APPROVED STREET LIGHT PLAN. FROM THE BOTTOM OF SUBGRADE TO THE TOP OF THE PIPE WITHIN THE PUBLIC RIGHT OF WAY, Z < THE PIPE MATERIAL SHALL BE CEMENT LINED PUSH-ON DUCTILE IRON CLASS 50, CONFORMING TO 17. ALL BURIED STRUCTURES (I.E. TANKS, LEACH LINES, DRAIN TILE, AND PIPES) NOT DESIGNATED TO ANSI A21.50-1. AS INDICATED ON SHEET C101 THE SLOPE OF ALL STORM LATERALS SHALL BE 2 W i + REMAIN ON THE SITE, SHALL BE REMOVED AND THE RESULTING EXCAVATIONS SHALL BE PROPERLY PERCENT UNLESS OTHERWISE NOTED AND THE MINIMUM SIZE SHALL BE 4" UNLESS OTHERWISE r , BACKFILLED AND COMPACTED PRIOR TO ANY GRADING OR FILLING OPERATIONS. THIS IS TO INCLUDE NOTED. �.,,/ V STUMPS AND ROOTBALLS OF TREES TO BE REMOVED FROM THE SITE. PROVIDE INSPECTION WITH 12. THE CONTRACTOR SHALL KEEP RECORDS OF ALL CONSTRUCTION THAT DIFFERS FROM THE APPROVED DISPOSAL SITE PRIOR TO EXCAVATION AND REMOVAL. APPROVED PLANS AND SHALL MAINTAIN "RECORD DRAWINGS" DURING THE CONSTRUCTION PERIOD. 18. TREES NOT DESIGNATED TO BE REMOVED SHALL BE PROTECTED AT ALL TIMES. "RECORD DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER AT THE END OF THE PROJECT. 0 19. CONTRACTOR SHALL REMOVE ALL TREES (MARKED), SHRUBS, RUBBISH, AND MAN-MADE o STRUCTURES INCLUDING, BUT NOT LIMITED TO, CONCRETE SLABS, WALLS, VAULTS, FOOTINGS, ! 1 ASPHALTIC PAVED SURFACES, GRAVELED AREAS, SHEDS OR OTHER FREE-STANDING BUILDINGS I V °% ._ M (CONSTRUCTED OF WOOD, CONCRETE, METAL, ETC.) BUILDINGS FOUNDATIONS, FENCES, RAILING, .1 to N oo MACHINERY, ETC. WITHIN THE CLEARING LIMITS. THE ITEMS LISTED ABOVE SHALL BE DISPOSED OF .1 r- -4- OFF-SITE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONFIRM THE NUMBER OF SANITARY SEWER CONSTRUCTION NOTES p a „, STRUCTURES TO BE REMOVED. PROVIDE INSPECTION WITH APPROVED DISPOSAL SITE EXCAVATION W J AND REMOVAL. Q � 20.THE AREA OF THE SITE DESIGNATED ON THE PLAN TO BE REGRADED SHALL BE STRIPPED TO 1. SANITARY SEWER SYSTEM SHALL BE CONSTRUCTED IN ACCORDANCE WITH CLEANWATER SERVICES I Q L -o, REMOVE ORGANIC MATERIAL. SEE GEOTECHNICAL REPORT FOR DEPTH. STANDARD SPECIFICATIONS AND DRAWINGS, R&O 04-09. D o 0 21. ALL UNSUITABLE MATERIAL (SOIL & VEGETATION) REMOVED DURING THE CLEARING AND GRUBBING 2. ALL SANITARY SEWER PIPE (EXCEPT SEWER SERVICE LATERALS) SHALL BE 8" PVC PIPE vi i= OPERATIONS SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF OFF-SITE IN A SUITABLE CONFORMING TO ASTM SPECIFICATION D3034 (SDR 35). JOINTS SHALL BE RUBBER RING TYPE �.•1 CO to LOCATION APPROVED BY THE ENGINEER AND CIT OF TIGARD AND/OR WASHINGTON COUNTY. EXCESS (CLEAN WATER SERVICE APPROVED) CONFORMING TO ASTM SPECIFICATION D2112. PIPES IN AREAS to i'7 TOPSOIL NOT USED IN RIGHT-OF-WAY AND MEDIANS SHALL BE MADE AVAILABLE TO BUILDERS. WITH WITH LESS THAN 3" OF COVER SHALL BE PVC C-900 OR DUCTILE IRON PIPE CONFORMING TO r' PROVIDE INSPECTION WITH APPROVED DISPOSAL SITE PRIOR TO EXCAVATION AND REMOVAL. THE REQUIREMENTS OF ANSI A21.50-1 OR AWWA C150-A, CEMENT LINED PUSH-ON JOINT. THE f.... 22.EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF ORS 757.541 TO 757.571 INCLUDING MINIMUM THICKNESS SHALL BE CLASS 50 (UP THROUGH 12 INCH DIAMETER PIPE) AND CLASS 51 NOTIFICATION OF ALL OWNERS OF UNDERGROUND FACILITIES AT LEAST 48 BUSINESS DAY HOURS, (FOR 14 INCH DIAMETER PIPE OR LARGER). Fa BUT NOT MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. -'- 3. ALL SANITARY SEWER SERVICE LATERALS SHALL BE 4" GREEN PVC PIPE CONFORMING TO ASTM 23.UTILITY CONDUITS ARE TO BE ELECTRICAL GRADE SCHEDULE 40 PVC & EXTENDED TO 6' PAST SPECIFICATION D3034 (SDR 35) AND AT A MIN. SLOPE OF 2%, UNLESS NOTED OTHERWISE. 2 c5 a c N RIGHT-OF-WAY LINES WITH 36" OF COVER. , z v v' N 24.ALL UTILITIES SHALL BE INSTALLED UNDERGROUND. 4. HYDROSTATIC AND AIR TESTING OF SANITARY SEWER LINES AND MANHOLES SHALL BE CONDUCTED IN z a o w ACCORDANCE WITH CLEAN WATER SERVICES STANDARDS. ALL NECESSARY TESTS SHALL BE PERFORMED D J Z %g o o N BY THE CONTRACTOR AND WITNESSED BY A REPRESENTATIVE OF CLEAN WATER SERVICES AND THE s W ci v z Q ENGINEER. (I) cv o a o Lo 5. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS THE CONTRACTORS E RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION 1.,� a.. Q 0 AND INFORM THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT LEAST 48 �; Li- ;0 HOURS PRIOR TO CONSTRUCTION. �,,,� , '� 6. FINISHED RIM ELEVATIONS OF MANHOLES WITHIN PAVEMENT ARE APPROXIMATE, FINAL FINISHED RIM �J._ °'5 a c ELEVATIONS SHALL MATCH FINISHED PAVEMENT GRADES. RIMS OUTSIDE OF PAVEMENT SHALL BE SET --- cn N 3 6" ABOVE FINISH GRADE. (, ) W. PIPE BEDDING AND BACKFILL SHALL CONFORM TO CLEAN WATER SERVICES AND CITY OF TIGARD Y > I 2' U...STANDARDS. TOP 2 TO BE TOPSOIL IN LANDSCAPE AREAS. ��"~� � N v 8. SANITARY SEWER MANHOLE CONSTRUCTION SHALL CONFORM TO CLEAN WATER SERVICES STANDARDS, 3 o R&O 04-09. Ui w Ln 9. ALL SANITARY SEWER SERVICE LATERALS SHALL TERMINATE AT THE PROPERTY LINE UNLESS OTHERWISE f... u' es f- NOTED, AND SHALL BE PLUGGED TO PREVENT DIRT AND DEBRIS FROM ENTERING PIPE IN ACCORDANCE � o WITH CLEAN WATER SERVICES STANDARDS. THE ENDS OF THE LATERALS SHALL BE MARKED WITH A WOOD 2"X4" SET VERTICALLY AND EXTENDING AT LEAST 24" ABOVE FINISHED GRADE. THE WOOD W MARKER SHALL BE PAINTED WHITE, OR MARKED AS DIRECTED BY A REPRESENTATIVE FROM CLEAN WATER SERVICES. / f 10. A MINIMUM OF TEN FEET (10') HORIZONTAL SEPARATION IS REQUIRED BETWEEN WATERLINES AND 0 to PROF, SANITARY AND STORM MANHOLES. ALL CONSTRUCTION MUST MEET DEQ AND STATE WATER RESOURCES N . 4G I NE .`ss/a BOARD REQUIREMENTS FOR SEPARATION. ,060 _Iiiiii 11. ALL SANITARY SYSTEMS SHALL BE VIDEO INSPECTED, PASS THE REQUIRED COMPACTION TEST (ASHTO ... , T-180), AND A DEFLECTION TEST AND AIR TEST, PER CLEAN WATER SERVICES STANDARD ' '•RE iN SPECIFICATIONS. ALL REQUIRED TESTING SHALL BE PERFORMED BY THE CONTRACTOR. 12. THE CONTRACTOR ENGINEER SHALL KEEP RECORDS OF ALL CONSTRUCTION THAT DIFFERS FROM THE 1... �:' uGl Y i 0,2��r S APPROVED PLANS AND SHALL MAINTAIN "RECORD DRAWINGS" DURING THE CONSTRUCTION PERIOD. Z CQTT "RECORD DRAWINGS" SHALL BE SUBMITTED TO THE ENGINEER AT THE END OF THE PROJECT. EXP. 12/31/07 2 J # I DATE I BY I I WATER LINE CONSTRUCTION NOTES k s rii x ¢: I ° ;` I 1. THE CONTRACTOR SHALL MAINTAIN ONE SET OF TVWD STAMPED APPROVED PLANS ON THE CONSTRUCTION SITE AT ALL TIMES. ,,,,gy�pp f;,C ;.r ., 2. NOTIFY TVWD, 48 HOURS PRIOR TO COMMENCING CONSTRICTION TO SCHEDULE A PRE-CON ` JCTON1 '�;' --" : '-'''' ' : 1 '' '''' I 'll ' MEETING. TELEPHONE 503-642-1511. Z I I 3. ALL 1WRK SHALL OE 11 ACCORDANCE WMH 1UALATIN VALLEY MATER DISTRICT, %% ER SYSTEM STANDARDS, DAZED MARCH 20, 2002 0 V/) DATE I 10/10/06 4. ALL WORK WILL BE INSPECTED AND APPROVED BY TVWD. T , `9 , DRAWN I JSE : ` 0 DESIGNED I JSE ;/ , CHECKED I EME iii, „,„;,,,,_ r.) tf Cr PROJECT # I MGA05--008 "' SHEET TITLE Y GENERAL NOTES Z SHEET NUMBER 0 CO2 CITY OF TIGARD CASEFILE 8DR2006-00001 0 f t ., , GRADING AND EROSION AND SEDIMENT CONTROL PLANS .1 0 _ _ _ Er ., DARTMOUTH SQUARE ,...... z o U...1 COMMERCIAL OFFICE SITE DEVELOPMENT . 0 a: CITY OF TIGARD, OREGON I- 1- f I "N\ DEVELOPER STANDARD ESC PLAN DRAWING NOTES EROSION CONTROL BMP MATRIX FOR CONSTRUCTION PHASES M D , ZIMMLER DEVELOPMENT, LLC 1. APPLY TEMPORARY AND PERMANENT SOIL STABILIZATION MEASURES ON ALL DISTURBED ' � w - CONTACT: MARK FERRIS PROGRESSES. CLEARING DEMOLITION MASS UTILITY STREET FINAL WET WEATHER 0 0 AREAS AS GRADING (SCH A.S.b.ii.6.) _ GRADING INSTALLATION CONSTRUCTION STABILIZATION (OCT. 1 APR. 30) _a._ 7465 SW FIR LOOP, SUITE 400 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREA110N OF BARE T I i OREGON 97223 EROSION PREVENTION TIGARD, GROUND FROM OCTOBER 1 THROUGH MAY 31 EACH YEAR. (SCH A.7.0.i.} , ,.-.�... '..'�'"'-.'""_"'.""� VOICE: 503-598-3440 x 113 AMP (1) CO -- ---r-l-----�- 1 3. DURING WET WEATHER PERIODS TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT _... all I FAX: 503-598-3450 PRESERVE NATURAL r __ k � � � � _, � µ c-1 ,," �.� _._, - a THE END OF EACH WORK DAY IF RAINFALL IS FORECAST IN NE NEXT 24 HOURS. (SCH EMAIL: MARKF©ZIMMLER.COM VEGETATION i ; � v ; w`, I, , _ -4 r"� tf i,sc r Ojv e_ ri le ( I ' lilt 1 .. T 3 F: '" 1 , A7au 1 �� EI�C�INEERItV�G FIRM 4. ALL EROSION AND SEDIMENT CONTROLS NOT IN THE DIRECT PATH OF WORK MUST BE GROUND :.�.r.�w:+�+►.,wr...-..p.�.e.w., "z.,a"r"".r'."... "r r [. '; .w•...r.w.rw.+.r. - ,,, „_ �., .„ ELI-, ` INSTALLED PRIOR TO ANY LAND DISTURBANCE. (SCH A.7 c ii.) COVER _ -- so 1 LANPACIFIC, INC. 5. PRESERVE EXISTING VEGETATION AND RE-VEGETATE OPEN AREAS WHEN PRACTICABLE HYDRAULIC (/) ��'/%J;'///F//J///////// Re• CONTACT: J. SCOTT EMMENS, PE BEFORE AND AFTER GRADING OR CONSTRUCTION (SCHA.7.c.iii.1) APPLICATIONS 0 H "3 F ti`s' '.'t -'.,/: ..:/ _"iE :<# r 1 .a "_. A; : _ t= = 4 # .t a 1". : 11,iii 1 SE WATER AVE., SUITE 360 6. ALL TEMPORARY SEDIMENT CONTROLS MUST REMAIN IN PLACE UNTIL PERMANENT u ,r PLASTIC C Sri i I . ; I 1 t i ., I: i , 1 PORTLAND, OR 9721%q� °- VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. (SCH X X fr„-se VOICE: 503-238-2097 SHEETING Q .. I tt A.7.c.iii.3.tt d� ) I , tt ■ 1 FAX: 503-238-2447 MATTING . ' IC COM 7. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES �,: EMAIL: JSE®LANPACIF �„ ,,,■„■_ OF THE CONSTRUCTION SITE AT ALL TIMES DURING CONSTRUCTION. (SCH A.7.d.i.(1)) ' 0, : DUST '-/ �` 1/ ■■■ 1. 1 �o■ 8. ALL ACTIVE CATCH BASINS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED .�_�. �� # Sl! FIRM L 0 I . tt % ■' iii 11-H ni u.uuiuiuuiiiiii'�fiih!Z:I:� AT ALL TIMES DURING CONSTRUCTION. (SCH A.7.d,i.(2)) CONTROL 2 �� _ �� _ Co J Q 1- I GEOTEXTiLE BLANKET SEDIMENT FENCE PER BMP SC-1 OR � W x I FIBER ROLLS PER BMP SC-7 x DRAIN INLET' :�,'_"'' ;;;Iii,,,,�� _' �, . ; �. � ,F,,,_LOW a--41,',14 - J 0 0 111 I I t: r' s, ----] at ------4t------ . t÷,,,„4" " AA 0 :":4„,z-„7-1--E- --:,41t,fj ''''4-,4,-,,,'%•',...F-V-i,-_-„,z7+i----,,,ZIAtit ++!' ,,,,„ E ,.,,„ ,,,,, , , „„,„. 4,,,,,,,,,,,„ �:� -k.=- `' `' F ` .#�,r»r�.F '^L"" a��rGi.: -' €. o-t _ ''f �.�r....kYr-.a. S C r ,, OTEXTILE BLANKET .._ r I x x x x x 0.5' MIN. OVERLAP AT ENDS LATC}"I BALI ' �'�� — OF SEDIMENT FENCE ,iF PLAN 'frail�[�a t x 17.---MAIN INLET x � � � �-, (I) 0 x xr''. 0 W ILA I W I AA }� ] { ? 1 f K $ , .. 'fie-om y b j,�', SHEET FLOW x x 4,, , : �y �""� LE SEDIMENT FENCE PER BMP SC_1 � , �' 0 0 1 ABER ROLLS PER BMP SC-7 _ X _ 0 aim©3► `�, . DITCH NET W 0 �' 1 AREA DRAM .� L'- % — 0 GENERAL NOTES 1_, 4 0 1 .2. FOR USE IN AREAS WHERE GRADING HAS BEEN COMPLETED AND FINAL SOIL STABILIZATION AND �� W V SEEDING ARE PENDING. (f) 2. NOT APPUCABLE IN PAVED AREAS. H C3) 3. NOT APPUCABLE WITH CONCENTRATED FLOWS. Z TYPE 1 - FILTER FABRIC FENCE 11-- 1. THIS METHOD SHALL BE USED FOR DRAIN INLETS REQUIRING PROTECTION IN AREAS WHERE FINISHED GRADE NI-- IS ESTABLISHED AND EROSION CONTROL SEEDING HAS BEEN APPUED OR IS PENDING. BACK OF CURB Co a 2. MAKE SURE THE STAKES ARE SECURELY DRIVEN IN THE GROUND AND ARE STRUCTURALLY SOUND (I.E., NOT BENT, CRACKED, OR SPLINTERED, AND ARE REASONABLY PERPENDICULAR TO THE GROUND). REPLACE DAMAGED FACE OF CURB 0 < ›N STAKES. C� .._ 3. REPLACE OR CLEAN THE FABRIC WHEN THE FABRIC BECOMES CLOGGED WITH SEDIMENT. MAKE SURE THE W 0 FABRIC DOES NOT HAVE ANY HOLES OR TEARS. REPAIR OR REPLACE FABRIC AS NEEDED. � � � = - - - - : =m < 4. AT A MINIMUM, REMOVE THE SEDIMENT BEHIND THE FABRIC FENCE WHEN ACCUMULATION REACHES 2 �"� f f -�� ONE-THIRD THE HEIGHT OF THE FENCE OR BARRIER HEIGHT. REMOVED SEDIMENT SHALL BE INCORPORATED IN . THE PROJECT OR DISPOSED OF PROPERLY. � -_- _i. .,.- : .M , _ _ 4. , -' 0 TYPE 4 - FIBER ROLLS PLACE ONE ROW OF 0 1. THIS METHOD MAY BE USED FOR DRAIN INLETS REQUIRING PROTECTION IN AREAS THAT HAVE BEEN CLEARED BIG-BAGS IN FRONT OF AND GRUBBED, AND WHERE EXPOSED SOIL AREAS SUBJECT TO GRADING. PAST WITH 1/2 TIP BAG = D :4' PAST THE INLET OPENING ON „�.,� 2. USE WEIGHTED OR GRAVEL-FILLED FIBER ROLLS ON IMPERVIOUS SURFACES. CHECK THAT FIBER ROLLS ARE EACH SIDE• .J to 0 IN GOOD CONTACT WITH THE SURFACE WITHOUT GAPS OR PREFERENTIAL FLOW PATHS. a rn h. M 3. CHECK FIBER ROLL FOR PROPER ARRANGEMENT AND DISPLACEMENT. REMOVE THE SEDIMENT BEHIND THE 0 W c I BARRIER WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE BARRIER. REMOVED SEDIMENT SHALL BE M Cr -.1 o rn INCORPORATED IN THE PROJECT OR DISPOSED OF PROPERLY. Q in STORM DRAIN INLET PROTECT `l: o STORM DRAIN INLET _ _ Q � 0 0 PROTECTION TYPE 1 AND TYPE 4 � NT COAL BMP SC-8 CURB INLET CATCH BA IN -BAG ��NT CONTROL BMP SC-8 0 INLET PROTECTION �, Q R- E"' Finu �� T MAXIMUM TRIEUJTARY ' 2 t-,.Z �' ~ N � rn AREA: 0.25 ACRE PER CO % t a c 1 I GEOTEXTILE BLANKET SEDIMENT FENCE PER BMP SC-1 OR I 100' OF FENCE ■ LEVEL CONTOURS ? ZS N x 17--- FIBER ROLLS PER BMP SC-7 i IDEA ♦ S ? 2 ec 0 C01A � :;i T MAXIMUM RECOMMENDED ` iMD'ttt _ 5�, - �A �3 4 c o ,, SLOPE LENGTH - 100 t in t • Elm 6 u.. ;9: 4 1 M ---4t---- ,- -„, ‘ ,,----,,,.,,,,... -,,,,,,,:„.',,-. ._ ___-_,, ,,,,, ,_,„,,,,„,,.... , ...., c ._.,:k2?,,,,,z,::,ttm,-:.,,,,-.::;;:,-::;;;:g:i- i:, ' --,,,,,...,....iii...,...........--- U L.L. •..... . 0 IffiglailAZA TURN LAST 6' OF FENCE UP-SLOPE ni p (GO1EXTILE BLANKET W N x x x x x 0.5' MIN. OVERLAP AT ENDS a M OF SEDIMENT FENCE Cl.. < ' x x L_L.., .ID — POST ° ) I2'x2" FIR, PINE OR STEEL FENCE POST FABRIC POST POCKET to cn x DRAIN INLET x ALTER FABRIC DETAIL BELOW) PROVIDE FULL WIDTH OF INGRESS/EGRESS !; F 6 113 AREA. 20' MIN FOR SINGLE FAMILY A I _�. 3 ,�_ A � 4. BACKFAl "�'�'II„,, , R=25' MIN. AND DUPLEX RESIDENTIAL , , � •L FLOW �, OW in se .•. t ' S ,,-,, . - _ .j,_--°7-7;::->k----,-,------, - , ..-.._, ------/---. --_ ', SHEET FLOW x x I# �,��. f ; r LESS THAN _ .I' �� Y a. fi �� I N FF,S'/ N `L ' e 1 ACRE FlBER ROILS PER BMP SC-7 .I. •I' •I' ��i� � 30 , DEMO ��NG a 4 , ,, .5 3'-6” COARSE AGGREGATE x x �(, T�TK1N ..O 4/ Nie c� MIN 8" THICK ; t ''` x x x x x 4, J, -�, • x e .. TER SIC 6" FILTER FABRIC {{ i fir_p � si€ i ,`---,�—."f P- �:w �� 4, MIN BELOW GRADE, STITCFED TOGETHER c y t, r> , _., °f , TO FORM PCX.ST P. -� � � SOIL OCiC q IDc�aLLrIPAC SETT ers- -�:u '1 AID 4 � PI f�T SE *1B IT LAYOUT < 1 W EXP. 12/31/07 I- 50' MIN .I POST 2 20' MIN FOR SINGLE FAMILY NOTES J # I DATE I BY AND DUPLEX RESIDENTIAL 5UBGRADE REINFORCEMENT 1. INSPECT AND REPAIR FENCE AFTER EACH STORM I I GEOTEXTILE AS REQUIRED �-g P :KET EVENT AND REMOVE SEDIMENT WHEN NECESSARY. GENERAL NOTES GENERAL NOTES 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN �` 1 1 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF 1. FOR USE IN CLEARED AND GRUBBED AND IN GRADED AREAS. AREA THAT WELL NOT CONTRIBUTE SEDIMENT OFF—SITE &' , * "Mail SEDIMENT ONTO PUBLIC RIGHT—OF—WAYS THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF Z SHAPE BASIN SO THAT LONGEST INFLOW AREA FACES LONGEST LENGTH OF TRAP. , , may. ANY MEASURES USED TO TRAP SEDIMENT. 3. FOR CONCENTRATED FLOWS, SHAPE BASIN IN 2:1 RATIO WITH LENGTH ORIENTED TOWARDS DIRECTION OF AND CAN BE PERMANENTLY STABILIZED. ''-s-' * e,.- _ ' `'4' . ., 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. FLOW 3. SEDIMENT FENCE SHALL BE PLACED ON SLOPE Z 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT TYPE 2 - EXCAVATED DROP INLET SEDIMENT TRAP CONTOURS TO MAXIMIZE PONDING EFFICIENCY. DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 1. THIS METHOD MAY BE USED FOR DRAIN INLETS REQUIRING PROTECTION IN AREAS WHERE FINISHED GRADE 0 THAT HAVE BEEN CLEARED AND GRUBBED, AND WHERE EXPOSED SOIL AREAS ARE SUBJECT TO GRADING. 4. STITCHED POCKETS TO BE INSTALLED ON UPHILL DATE i 10/10/06 2. REMOVE SEDIMENT FROM BASIN WHEN THE VOLUME OF THE BASIN HAS BEEN REDUCED BY ONE-HALF. SIDE OF SLOPE. II' DRAWN I JSE (U) DESIGNED I JSE MAVEL C ONMUC110N STORNI GRAIN INLET D CHECKED I EME EM13AI GE SEDIMENT BAP SC-V PIROT�CTION TYPE 2 SEDIMENT BMP SC-8 SEDIMENT FENCE SEDIMENT BMP SC-1 PROJECT # I MGAO5-008 fr SHEET TITLE A ro ESC DETAILS p ROv -- A SHEET NUMBER CI) rf 4.--; OV Z ,,,, 4-)Pe-p, 0 ___. 1 _ BIKE RACK DETAILS ALUMINUM SIGN PLATE 3/8 -.- •.�- 3/8" WHITE BACKGROUND. NOT TO SCALE 1 HIGH BLUE LETTERS 6 REBAR - ' PARIONG WM ''''" AND BORDER, BAKED ENAMEL. PLACE INTO GROUND otAV MANED PERMIT ONLY. ( LI 18" MINIMUM LENGTH) VIOLATORS 5 Pt ri SUSECT 70 70WN6 UNDER ORS 811.620 NV FINE UP TO 1.5' " F2.75" ORS 81,.615 3 1 1/2 HOLE FOR REBAR < 0 2 GALVANIZED f CO '`' STEEL I i C3 1, (-- POST �,��EE iE 1/4./ VAN HANDICAP SYMBOL WHITE .� ACCESSIBLE 1 SIGN WITH BLUE BACKGROUND (I) C /-*2(' 46.12" 4" CONCRETE PAD, 3'-6' MOUNT HEIGHT 0 2' �� OVER 2" OF � E .,,� 3/4»-0" ROCK ON I I COMPACTED Film 4...0 SUBGRADE. -V_ 0) 8'/..\\C2 - - .c....... -fir-- E X,. CO 10" 1 62.37" (.11) (in J w PRECAST CONCRETE BUMPER INSTALL DERO IN-GROUND MOUNT, BLACK < ti- NOT TO SCALE POWEDERCOATED TYPE RR3H AND RR4H BIKE 2 -0 MIN C F"- RACK OR EQUIVALENT. .9) E F-- E DERO BIKE RACKS, INC. Q CC y-- 2657 32ND AVENUE S. _ 0 MINNEAPOLIS MN 55406 W V. 888-337-6729 >,, F. 612-331-2731 TYPICAL HANDICAP PARKING SIGN L :0 HTTP://WWW.DERO.COM NOT TO SCALE C0 0 BIKE RACK (TYPICAL NOT TO SCALE I 6" o i 7" 0 a) E � N © h . . A » ci °) to CO .E�f,/ C7) of L to 5 -- -- Q Li » fir o A o cn to '" % . MOUND SOIL IN ALL LANDSCAPE 2'-10" • � � � . 3 WIDE PAINT co r o � ISLANDS 18"-24" HIGH TYP. 86E STRIPE TYPICAL r. f,y xr i• , ` 9"R r y v .f' `!`his. !�. V/ Nt 42 '1114;f52. ,,,x;,;.,W.Ig;'' -.1* c 1 6" MULCH WELL ROTTED z v o k o cT ( ) -w Zq o !L Q V TYPICAL HANDICAP PARKING SYMBOL c �- .1 •_ -_ ', NOT TO SCALE '`' ° 4�if� i0'ir*!i{ies f:1.�r•ti�.vi fiat �� N c. a) ELEVATION 0 = N 3 ELE N SECTION ;0 < M Go N 3 p w to TYPICAL SOIL MOUNDING DETAIL a NOT TO SCALE T- _. CROWN TOPS PRn(*) 6" DIA X 6'-6" %/ �G1NE4 4, GALVANIZED STEEL �/� `'• ,.•�'" 3'-0" PIPE FILLED WITH f`�,, f*4.---- CONCRETE P-6 C') V 4/**10,7-CP .4.0 N. . 4: I—CONCRETE PAVING Z SETT .v I .° - - ` w EXP. 12/31/07•e v q d a 0• elp.0. •••.00 0') .0• .0• .4 # I DATE I BY.D94 E d- E II I1 . I 1 L i if 6 12 DIAMETER CONCRE �- :- � �� 4 o I M�'� I ��1 ,,,. FILLED HOLES I 42» E I 1 0 3„ j I—..f DATE I 10/10/06 DRAWN I JSE TYPICAL STEEL BOLLARD DESIGNED ( JSE CHECKED I JSE NOT TO SCALE k0 J`1.; . PROJECT # I FBD 04-005 4pi, SHEET TITLE tb r SITE DETAILS 12',WS VI PlIZ SHEET NUMBER 4'R/to C14 `./ / STOP SIGN LOCATION (INSTALL 4" PVC SLEEVE UNTIL CROSSWALK CURB JOINT H PERMANENT SIGN INSTALLATION) STRIPING 5' MIN. • SEE NOTE 5 ROW DRAINAGE BLOCKOUT h- } PC/PT 3" I.D. SCHEDULE 40 /".\ -.11)-^2% 1" 6" DWV (ABS OR PVC) ��„.„ ibbc5)- = i 1" I PIPE W/COUPLING SIDEWALK , ROAD �� ,.� ��g,.,.� �- 4 R EDGE 1 w ,� f�a;'v ( r� , •.? -_n.\_:-!T* ,,r 11 3/ " 6”--01/7- BATTER � f:- # }� ,117,1 S,m CURBSIDE " 1 11111117 ., ' - --',L77-.1,24-- _2,1--;-1-thr-,,i-,-3 ' 1 -' - ' "ROAD 6 Q- $ ,_._. w... _ c... Cr v 2" OF 3/4"-0" BASEROCK •7 44 A 6" 5" �,` -- - / DRAINAGE BLOCKOUT 6" . 1 � c p. COMPACTED SUBGRADE ;; ..•r 3" I.D. SCHEDULE 40 - TRUNCATED DOME M a� �� MAX Mx. cATEO I N ---�� DWV (ABS OR PVC) ›. < ---- _ {f DETAIL 0) PIPE W/COUPLING ,; SIDEWALK ADJACEN TO CURB Flr# r � BASE COURSE �. ,� 16" 24" "Ri. ---*-*-,:;5:1 1 0 1�� •- .•v (0 0 >7.1 5' MIN. ROW / . � @ © © #4 '� Q ' EXPANSION{/!Q�] JOINT (TYP) ---•IJ" f.. a ) \�! © © ( Q • . ris tr Q 23' Y w �� _ NOTES. ) @ 0 0 ( -' _ jj ROAD �.� ,_,..,,z, „,„,,,y ,‘ m‹;.0;,•''�4 ix.-•:- -----:-:-;,----1-:- .. • PC PT 0 " 1. FOR USE ALONG MEDIANS, GUTTERS MAY BE REDUCED WITH PRIOR to ., - CD 1 , „___, , ,_.... , .... 9 APPROVAL FROM THE CITY ENGINEER. 0•2 OF 3/4"-0" BASEROCK RAMP TEXTURE 1-- H 4•80 COMPACTED SUBGRADE 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. PATTERN DETAIL PLAN VIEW W E CD SIDEWALK AWAY FROM CURB 3. EXPANSION JOINTS: 6" E D .... A. TO BE PROVIDED: 4 }~ 4 6 CC CO CO 1) AT EACH POINT OF TANGENCY OF THE CURB. 1"-"" 2) AT EACH COLD JOINT. --- FLUSH NOTES: NOTES: 3) ,'' !{ # `, .- „ < a - 3 AT EACH SIDE OF INLET STRUCTURES. 4) AT EACH END OF DRIVEWAYS. . .. .x _ - , g i'f ' *� E .,._,. i-:7,: m. .w. g .b:--;,t<.�. `'�- .g` �- a �,�s '�3, .i-�'��-��'�_t _. Y 3 . ....si 3 :,f7.: 5 ...i.:,,,. ^ '� ., ��,<`�: '�+x.�:tom n,-nss,�.' a 2 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. : --e-, • . -9., .. .' TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY `# ``1i' 1 � ' _8 ' CZ OF 1-1/2" TO 3". 1' 4" P.C. CONCRETE _ _, , 11, k ` .. t , , m> / OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, , f TO A MAXIMUM OF 20 FT. A THICKNESS 1 ` _� } '' � = Q i....L.- WITH TH CKNESS OF 2 INCH. :1,,.e i , „,- - � 2. PANELS TO BE 5 FEET LONG. f 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL 4. CONTRACTION JOINTS: Cr 2" 3/4"-0 AGG. BASEROCK 0 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, WITH A MINUMUM THICKNESS OF 1/2". A. SPACING TO BE NOT MORE THAN 15 FEET. ° UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. SECTION A-A < 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 INCHES. NOTES: � 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. 5. BASE ROCK 2"-0 OR 3/4"-0, 95% COMPACTION. BASE ROCK SHALL BE TO 0 ....... CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. 0 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET 6. DRAINAGE BLOCKOUT - 3" DIAMETER PIPE: 2. CONTRACTION JOINTS SHALL BE SCRIBED 3/4" DEEP AND RAMP PANELS SHALL BE BE OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. AND MAX. OF 3 FEET FROM PROPERTY LINES. A. 3" I.D. PIPE WITH COUPLING. EDGED ON 4 SIDES. o 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB 3. EXPANSION JOINTS SHALL BE 1/2" ASPHALT IMPREGNATED MATERIAL OR EQUAL. 0 0 SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. M OVER PIPE. C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH. " "� cn N "st0 AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. a d' 5. COLOR OF DOME AREA SHALL BE SAFETY YELLOW. 0 W o 1 J x 0 00 A ENGINEERING WHEELCHAIR RAMP cFc �, DEPARTMENT (7 \ CONCRETh SIDEWALK ENGINEERlG DEPARTMENT STANDARD CURB Et�lNG OEPARTMENT ENgNEERMlG DEPAMENT CURB AND GU TTER STANDARD CORNER Q �, ,3125 s r�HALL BLVD. �s�2a HAIL BLVD. s HAIL BLVD. 1 125 s HALL viva 6 P: ,... - � A mar.OREGON 6638:-.47.127917 } STANDARD DETAIL NO. 120 �� ga ;4, STANDARD DETAIL NO. 125 �- �-� 0t4 ; STANDARD DETAIL NO. 126 STANDARD DETAIL NO. 128 O CO CITY OF GARD CITD � CITY OF TIGARD D� OREGON OREGON OREGON OREGON h •t• ROAD CONS1RUC'1ON T O I N h 32, AHEJID z 2 rn N 16' 16' 8' 100' a q i v, OD MIN. f r / ` ; g y v °' N EXISTING JOINTS E (4 MIN,) LEG EN D f ', f` /, -- CURB 20' � gr_# - `",, `, =:/i� ..■....■%//.°- ,, 7 � '�-�r, a � n / TYP O NE LANE Q /Ill ��► ,1e O v c o ► 1► '% ■ , , ■\ J, , , / / / ! A ROAD AHEAD r f t17 E mu 5 MIN. 0 TRAFFIC SIGN M20-4 f ;- ,� ,1,, o 100' - / r x SPACING 18' SPACING 36 GROUND '4 • ISII 'V ® CONSTRUCTION ZONE MIN. t ^T € : F; l -` , `�:�i .. 3 �; % ;�• CENTERS CENTERS //�■ ■ �� iiif r� s , 12' ® TRAFFIC CONES OR -Y- AtiE11D O - " > T, "T :°-'� c - -- APPROPRIATE DELINEATION -' , w t -. ` -----_ I�' • { y ,r _ f y y°,,.,� r r` W.,, i r h DEVICE. -, ai SPACING 18" = DETAIL SEE POST SUPPORT D MIN ;� �-- ;: X I ` . ' ENTERS _ r� j}. } LAG ,Q aD 0 IF GERI \\\\ 1 - w N IA- UTILITY CUT 100' `4r- __ ', F. ' e 3 ' 1" SPACING 36" ---.r--- 0 MIN. •• ■ n CENTERS Z • 50' MIN. 0 1. MATERIALS= ■- --I- ° 1. TRAFFIC CONTROL PLANS REQUIRED. 12 =, '� �''"- MIN. ' : : MONUMENT CASE & COVER CLASS 4000 PCC PANEL WIDTH PLAN VIEW p 2' X 2' X 63', 12 GA, GALV. PERFORATED STEEL 2. TRAFFIC SIGNS TO BE 48" X 48" ■ , J T/2-1-1 POST, BLACK ON ORANGE. ■ d 'o " c� i 2 1/2' X 2 1/2' X 18', 12 GA GALV PERFORATED ■ MIN. �' ��C�� ROit , `. '{ . • • :•, , r �3 3. NO COLLECTOR STREET LANE OR in 1 - / Fe J f. f� .f`,. r� • y.,: •�.:;: :• •- :;-�='-, �� F, -' STEEL STIFFNER POST. � ag. . .. GROUND NOTES: � '� LOCAL STREET CLOSURES DURING • ° ,oso � THE FOLLOWING TIME PERIODS: GRANULAR BACKFILL !•'' ..-:-..:.-•,-,.17..,--:-.-.--,---- #5 TIE BAR 18" LONG '.K �` '` ,y,,-- `` ' 2 1/4' X 2 1/4' X 36', 12 GA. GALV, PERFORATED 1;:t /�r -- COMPACTED TO 95% OF ;` p , " STEEL ANCHOR. F- 1. MONUMENT BOXES TO BE CAST IRON OR CJ) ''':`: . ' - STANDARD PROCTOR SECTION VIEW 18, ; = 7:00 - 9:00 A.M. MAN F` ALLOY SUITABLE FOR HEAVEY TRAFFIC / uG� ap'` MAXIMUM DENSITY ` "% '� 3/8' X 3 1/2', GALVANIZED HEX HEAD BOLT WITH 3:30 - 6:00 P.M. LOADING #1036 OR 1033 SUPPLIED BY: v Y10,2 O LOCK WASHER, OR 5/16' CORNER BOLT. 0 w AHEAD -- SCOTT el' ' 7/16' X 5' GALVANIZED CARRIAGE WITH FLAT 4. INSTALL IN ACCORDANCE WITH THE INLAND FOUNDRY CO. INC. EXP. 12/31/07 O "MANUAL ON UNIFORM TRAFFIC CONTROL 100' 191 N. 39TH 1. CAREFULLY REMOVE PAVEMENT NEXT TO JOINT SO AS TO NOT 33" AND LOCK WASHER, 2 BOLTS PER RAIL PER POST. DEVICES FOR STREETS AND HIGHWAYS", MIN. SPRINGFIELD, OR 97477 DISTURB PAVEMENT TO REMAIN. �? O 2' X 8' CROSSRAILS-PAINTED WITH U.S. DEPT. OF TRANSPORTATION, (541) 747-9172 REFLECTORIZED RED AND WHITE PAINT. FHUA, 1988 EDITION. O J # I DATE I BY 2. HALF PANEL REMOVAL ON LIEU OF METHOD SHOWN ABOVE WILL BE "' OR I ALLOWED IF APPROVED BY CITY ENGINEER. SAWCUT SHALL BE FULL DEPTH. 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 5. ACTUAL SIGN PLACEMENT TO BE 100 I O FOR STREETS AND HIGHWAYS AND THE OREGON ADJUSTED IN FIELD. MIN. NO. M 1010 AND SUPPLIED BY: C N ST 3. WHEN PANELS ARE OFFSET OR IRREGULAR IN ANY MANNER, THE SUPPLEMENT. O 1 ROAD ccNSiucnoN 6. THE CITY RESERVES THE RIGHT TO ADD TO AHEAD OLYMPIC FOUNDARY CITY ENGINEER SHALL DETERMINE THE AREA OF PAVEMENT .0 S REPLACEMENT. 3F-1 BARRICADES OR MODIFY TRAFFIC CONTROL REQUIREMENTS SEATTLE, WASHINGTON 1 j r 6C-8 BARRICADE DESIGN AS MAY BE NECESSARY TO EFFECTIVELY ' , 3 4. AFTER PLACEMENT OF PAVEMENT, SAWCUT JOINTS THAT INTERSECT 6C-9 BARRICADE APPLICATION CONTROL TRAFFIC AND TO ENSURE PUBLIC 2. ALTERNATIVE TYPES MUST BE APPROVED Z 1 TRENCH. THE DEPTH OF THE SAWCUT IS TO BE T/4. POST SUPPORT DETAIL SAFETY. BY THE CITY ENGINEERING DEPT. PRIOR 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN TO INSTALLATION AND MUST CONFORM 0 5. AFTER DRILLING HOLES, PLACE NON-SHRINK GROUT IN BACK OF ACCORDANCE WITH THE CURRENT STATE OF OREGON 7. NO LANE CLOSURES WITHIN 200 FEET OF TO THE FOLLOWING MINIMUM DIMENSIONS: " '. DATE I 10/10/06 HOLES BEFORE INSERTING TIE BARS. STANDARD SPECIFICATIONS FOR HIGHWAY A TRAFFIC SIGNAL WITHOUT PRIOR CITY F DRAWN I JSE CONSTRUCTION, APPROVAL. 3. APPROVED FOR ALL STREET CLASSIFIC NS. 0�� DESIGNED ! JSE 6. IF PAVEMENT IS UNDERMINED DURING REPAIR, SAWCUT FULL DEPTH 4, BARRICADE FOR SIDEWALK IS SIMILAR. 4. MONUMENT TO BE NO DEEPER THAN '' Y CHECKED I JSE AND REMOVE PAVEMENT BACK TO UNDISTURBED SUBGRADE. FINISH GRADE. 0,y �' �, PROJECT # I FBD 04-005 �� it SHEET TITLE TYPICAL TRAFFIC '�.if . �- �L� CUT IN CONCRETE STREET BARRICADE CONTROL PLAN �p STREET DETA�.S £NgNEERMlG DEPARTMENT ENGINEERING DEPARTMENT 13125 sW.HALL BLVD. 13125 S•L HAU.BLVD. 44 . SHEET NUMBER ,A •{a 249 STANDARD DE TAIL NO. 192 �-�=! OREGON STANDARD DETAIL NO. 190 ENGINEERING DEPARTMENT MONUMENT BOX �� CITY OF TIGARD FAx: (� CITY OF TIGARD FAx: ( 13125 sw HAU.BLVD. C15 OREGON OREGON �� (____* STANDARD DETAIL NO. 170 0 CITY OF 11GARD OREGON OA l Co SAWCUT -------------------\ EXISTING PAVEMENT DIG OUT REPAIR SAW CUT OR GRINDING w SURFACING T MATCH EXISTING MATERIAL TOPSOIL T _.._ 12" MIN OR AS Q I DIRECTED BASE MATERIAL �_ DETAIL PER DRAWING NO. 160 Limi 3 v STANDARD CAST IRON NON-SHRINK GROUT T r ' M a Y .. CO / v /, ,, , FRAME AND COVER LU Cr c r. o DRAWING NO. 160 GRADE AR NG MANHOLE LLI s - a tr m z I.i.) {y ',--;1 w ? ._s t7 t O xi -1� - J N ' = SPECIFICATIONS a il c>? o i M Q , ' , .£f AB = ' 4 ,` AGGREGATE BASEROCK a co ,c, IIIII M .J.,., t rt .,,r f,s C c." 22 m .w� .�.` � �a I I 4" MIN. (r) D ! -' - ' - `. -' - 1. ALL WELDED STEEL CONSTRUCTION. c°i a ca. d d g<`•' �, f 0 a � } �. a =i < COMPACTED SUBGRADE FINISH GRADE - - `-, ,, , CI 2. 10 GAUGE STEEL MINIMUM THICKNESS. a v � � �� v M v z 3. 2" THICK HEAVY DUTY CAST IRON GRATE. - ▪ 6" ",--2,‘ WATERTIGHT PIPE PLUG < c STANDARD CAST IRON GRATE LOCAL STREETS: '▪ MIN. e YF WITH STOPS 4. COATED INSIDE AND OUT WITH '` Z 0 ASPHALTIC PAINT. " " • " AC - 6" CLASS "C ASPHALTIC CONCRETE BASEROCK J _�_ 1 T :, PROVIDE 3/4"-0" FOR "�' 0 ,:. 12 MIN AB - 4" (1-1/2" - 0") AGGREGATE BASE !•- 2 MIN. CLEARANCE a.t r ° A MINIMUM OF 6" < 1 5. OPENING ON BOTTOM OF WATERSEAL r\---,,,„, �. ,�;�,� ` �' AROUND CLEANOUT TO BE GREATER OR EQUAL TO AREA ABOVE OUTSIDE PIPE ZONE OR �� CC C IN OUTLET PIPE. OF PIPE BELL 3/4"-0" CRUSHED 0 ■ " " i 48" AGGREGATE AC - 8" CLASS "C" ASPHALTIC CONCRETE _ L " -• 6. STANDARD DEPTHS : 30 , 36 , 42 , 48 a -�' �' _ CD `" 7. MANUFACTURER DOES NOT RECOMMEND � r MINOR COLLECTOR STREETS: C ix LOADING CATCH BASINS WITHOUT PROPER ,§ F SUPPORT UNDER GRATE FRAME. ;``f 4T r CC AC - 7" ASPHALTIC CONCRETE, - N 6" MIN BEDDING BELOW 6" MIN 6" MIN - AB - 4" 1-1/2" - 0") AGGREGATE BASEROCK `4 `-- as OUTSIDE tF PIPE BELL ( , PIPE BEDDING OR 7'.f CD 2 .d. , ,,,, „ „,,,,,, ,,,,,,,'� 3/4"-0 CRUSHED " " " �, ` AC - 9" CLASS "C" ASPHALTIC CONCRETE AGGREGATE !. as PLAN VIEW MAJOR COLLECTOR STREETS: D /"."' t., CC HMI 0) GRATE FRAME ` £ f ` 4 :k - r AC - 9" CLASS "C" ASPHALTIC CONCRETE, r I'.' AN DARD CATCH BASI _ T: ty. ' R: , IWATERSEAL :- , r_'.: '" AB - 4" (1-1/2" - 0") AGGREGATE BASEROCK 0 OUTLETCOLLAR FOR NO-HUB %I- IL CONNECTOR TRENCH FOUNDATION STABILIZATION, AS REQUIRED ; 2" ,/ < > .._d NOTES: 3/4 -0" ti3 �'-' (9:, Z, NOTES: " 3/4 -0 CONCRETE ENCASED 0 1. JOINTS TO BE TACK AND SANDED. BOTTOM OF WYE o __1__ W 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. FOR PLASTIC PIPE A g 2. ASPHALT PLACED IN MAX. 3' LIFTS EACH COMPACTED TO 92% MIN. 2 'd' C) 2. JOINTS TO BE TACK AND SANDED. 1 SAWCUT SHALL BE TAC COATED WITH BITUMINUS ASPHALT EMULSION. o a_ Z M M co m 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. 0 °: ,,�, x- :4- NOTE: CONCRETE ENCASE ENTIRE WYE SECTION AND 45' BEND IF CONCRETE PIPE '1' N e) THE Lyn ch co., INC. --.i v' 4706 S.E. 18TH AVE. PORTLAND, OREGON 97202 0 Lill' 01 K? PHONE (503) 236-3825 T J X ap STANDARD CLEANOUT cc 0 o 24"�OR 24"� = STANDARD CATCH BASIN PAVEMENT DIG-OUT QeanWater f- <t �_ In • 's clear. � '- ►�'� SECTION TRENCH BACKFILL (7 '\ AND REPAIR Our commitment I <C ENGINEERING DEPARTMENT ENgNEERMIG DEPARTMENT DRAWING NO. 150 REVISED 02-03 o,o DRAWN BY: BPT 1/14/97/14/97 13125 S.W.HA�t.BLVD. 13125 SAL HAU.BLVD. C- vi i_- ��► OREGON STANDARD DETAIL NO. 180 .L- -� ttOREGON 3 STANDARD DETAIL NO. 182 0 a) LO CITY OF TIGARD Fes' `� CITY OF TIGARD Fes' t � to - OREGON OREGON h e NI- Li c.i "e""" f`.. Ct 2 F-. rn ONE TWO NO. 'is 2 Q o oleo RECESSED SEVEN NO. 3 BARS SEE STANDARD MAIM t .' v - m M 28 . NO. 5 NO. 3 A AREA AT 5" O.C. FOR FRAME AND OVER. /_MAS ANHOLE UD v, �- N 1-4 2r" BAR BARS _ _ _ - lq _ _ _ APPROVED OF CURBS O _Cl" f' A . . •,• ' 'S- . •. f /4'PER FT. ,r, w ( • •: .� -- - • �►�■�■ �■i�T�i�ai■■�■■� :- '.' ' - �I■■■_■■�►_.■_ ,. PAVING ®■ � w 07,- X:3/4,.. . A • �' ,• . • A 4 , _ A BACK OF CURB A A : : :::T 1/2 -•■••■"/ TYP. A B M • � ..�» B v �, 1 4 - '- _ WEEP HtX.E : O:- 111111 111111111111111 III '4., • . .. - • _. - ,.- - _�, _.:` TO STORM ,,�_ N 3 I • - •_ P I - - .. - CURB INLET DRAIN ��--'"""" ♦ 41. M 2 1/2" x 1/2" of li III .4. • R _4 OPENING " • - ll III 11,,j I I - FACE OF ' ' ONTRAC11ON . £' N SQ. EDGE FIAT BAR /► DIM _ v M SECTION to-A - .•'. 1•o1B1f81•■111111.1, 1 11 11 111 •d-` �• GUTTER Ir JOINTS .1%.. . a : .°• o �� _ -- +_"' ' _ _"_ _ 41+'_"•_• F-I. 3'-0" 42" 3'-0" 1/2" PREMOLDED _ '° is 4.1 PLAN - _ 3 X 2 1 2 X 3 8 ' ' � - _+ - '� � I .� � EXPANSION JOINT p•ANGLE SEE SID DRAWING NO. 255 • _- - - =• • A J FILLER (TYP.) SECTION A--A A FOR FRAME AND COVER. PLAN VIEW PLAN VIEW OT OM FACE OF GUTTER y f�q� t�IRO wL�'fS VARIES TO MATCH 1"MIN. CURB INLET OPENING TYP. PLAN CURB TYPE e a ACCORDANCE 2 NORMAL GUI tk FLOW UNE TOP-FACE CURB '�� PR�,�s�, 3 3 " X 2 1 " FLAT BARS a'f B (' ' \ {[TOP-FACE OF GU Itt2 �� LNG I N "V B.41---1 �/ 13 1/'2" • AT 7/e" ON CENTER •.► + __�,- ._ _ - + ' . - _ ' APtIIiT 1 r l •_/ - '06 t ' T 2 1 2" 1 1/2" NO. 5 BAR _ ~ -�+ p �_ ♦ --•- : • y- i • _ riIII11 - + a , _ - - -A- , , +, - ___ _ -• �OTTOM-FACE OF GU'i i LH '�/�'s. �'_II 1 ► I ar t r , - _, " - '_ _ r m 4 1 BACK-BOTTOM OF CURB (�,NORMAL SLOPE 'i .P, OF PAVEMENT �� .�,_,._ _ ilia : O _ WEEP HOLE SCO - T E�II I i 1d' �� -; N EXP. 12/31/07 IurIi1I . � _i■!■:■ ■ ■�II�� t D5SBARS _ _ �,.� . • N e' PouREn w To 0° \�► #1111111111 N _ _ 6" . .a -r - 4,, ►sue - � I I N©. 3 BARS wT .f_ t`I�� r - - u '��: : : :::i ,I�I I I 1 11,11 _ . aPTION: CONSr. JOINT= --. _ _ :,,li - • "1.• •, /3 OF SURFACE AREA r- -� _ •_ , - - PAST - _ - 6 30" ,,,I1.- ""--T N 4. .\\ 1 -- iiiiillt .. . all 10 T FOR , ) BAR s _ '44 + t_ _ + + „ - _ '' MM1.1 1 •' - . - t♦ " FRONT VIEW PERSPECTIVE VIEW SHOWIN+I 4 y .,arj ic ■I■ ■ I!■1■!� 1 111.111■ ■1■i 9 �. .�-. DEPRESSED GU I TER AT CURB I .'; � 2" I e I■ ■ ■I I i■ $i I m r Now. *. . . •. SEE HooK SECTION A-A. .SECTION B-B NOTES: - I I . .; BAR DETAIL 1. ALL FABRICATED METAL PARTS SHALL BE NEW STRUCTURAL, ASTM A-36 STEEL, AND BE HOT DIPPED ~ GALVANIZED AFTER FABRICATION. 2 . - 1. CATCH 8E iXwli'IRtl�ikl! w Spa AIitY 0-478+ 3/8" X 2" FLAT • ZAH1 �� mom OF PIPE IS 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. AND A SLUMP OF 2" TO 4". DATE I 10/10/06 FROM BARS EACH END PLAN SECTION 8--B SECTION A-A • •q'. S TOP OF s TE. 3. PRECAST CURB INLET IS PATTERNED AFTER WALT'S CONCRETE SPRINGFIELD, OR. CONCRETE CURB INLET PAT. NO. DRAWN I JSE �-r-- MIN. 1 1/2" 3. INSTALL STRUCRAIE ON WNIMUM OF V Cr%'-4' COMPACIED MME MATERIAL 4000953. TYPICAL BOTH ENDS . S 4 NE 1ENT� PRECAST'CA1C H LATIN 'SHALL !E REBAR MEETING AWN 0 OUTER ERY se•ECOSNa© HOOK BAR 5�. ALL P INS OONWEATE !MALL HAVE DAY SYL PH OF:'X100 P.5.1. STD. DRAWING NO.WHEN 00. SET FIRST STEP 2-FROM TOP OF GRATE. OF PIPE IS GREATER THAN 48" INCHES, SEE DESIGNED I JSE NOTE: I.$s/16" INNER BAR AND A SLUMP OF r TO 4•. 8" 3/4" - " D CHECKED ( JSE FRAME AND GRATE TO BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL \ DETAIL e. CHAT EL NEUlitED IN FLOW IMAM AI�PLICAI DNS, AS APPROVED. ALL OTHER 5. INSTALL STRUCTURE ON MINIMUM OF 8 OF 3/4 O COMPACTED BASE TC- PROJECT FBD 04-005 APPuCATIONB REQUIRE NI 1b' BEM MEW PE NMMERT. �'� , Cr # CURB INLET A ��ti _` SHEET TITLE CATCH BASIN CUTTER & CURB INLET CATCH GUTTER & CURB ..�,� ti F-- �, f W STREET DETAILS INLET CATCH BASIN CATCH BASIN CC-30 QeanWalier -CI�Ta�er (CG-2) �nWaabeer �� SHEET NUMBER FRAME AND GRATE (L-G2) BASIN REINFORCEMENT Our commitment is clear. R Our commitment is clear. WING N .226 REVISED 02-03 Our commitment is clear. DRAWING NO. 225 (CG-2) REVISED 02-03 DRAWING N O. 230 REVISED 02-03 Our commitment is clear. i v f�, DRAWING NO. 255 REVISED 02-03 DRAWING O 0 C16 0\ ______ REMOVABLE WATERTIGHT / DETENTION ORIFICE NOTES TO BE INSTALLED IN MH--2 I HI-- GROUND RIM=279.20 COUPLING w ORIFICE 1 SIZE: X" _ r ORIFICE 1 ELEVATION: 230 0 m. 277.20 GENERAL NOTES ORIFICE 2 SIZE: X" „�� 12" 3034 VERTICAL f BALLAST ORIFICE 1 ELEVATION: 233 ' RISER STEM 12" VIIN L1J (SEE NOTE 8) 1) STORMFILTER BY CONTECH STORMWATER SOLUTIONS; PORTLAND, OR (800) 548-4667; SCARBOROUGH, ME (877) 0 276.19 0 PLATE WITH 72.0 907-8676; EKRIDGE, MD (866) 740-3318. - ORIFICE AS *" 2) FILTER CARTRIDGES) TO BE SIPHON-ACTUATED AND SELF-CLEANING. STANDARD DETAIL SHOWS MAXIMUM NUMBER OF " Cr .-•:•` ••••:� CARTRIDGES. ACTUAL NUMBER REQUIRED TO BE SPECNAED ON SITE PLANS OR IN DATA TABLE BELOW. 2-YR EVENT PRE-DEV. FLOW. 0.84 A A ORIFICE 3: 2.25 / IE=275.40 SPECIFIED • 3) PRECAST MANHOLE STRUCTURE TO BE CONSTRUCTED IN ACCORDANCE VATH ASTM C47& DETAIL REFLECTS DESIGN 2-YR DESIGN RELEASE RATE- 0.84 ---- i:�.• INTENT ONLY. ACTUAL DIMENSIONS AND CONFIGURATION OF STRUCTURE WILL BE SHOWN ON PRODUCTION SHOP DRAWING. ORIFICE " C Vi /r �;; 4) STRUCTURE AND ACCESS COVERS TO MEET ROM AASHTO IN H-2O LOAD RATNG 10-YR EVENT PRE-DEV. FLOW: 1.56 STRUCTURE ORIFICE 2: 3.50 / IE=274.20 ci ELBOW DETAIL J 0 j�. .� 5) STORMFlLTER REQUIRES 2.3 FEET of DROP FROM INLET TO OUTLET. IF LESS �oP IS AVAILABLE, CONTACT CONTECH 10-YR DESIGN RELEASE RATE: 1.55 -- CD©�/� � �/ STORMWATER SOLUTIONS. MINIMUM ANGLE BETWEEN INLET AND OUTLET IS 45:/1 �� DETENTION < v rr, ,;�,,,�._ 16) INLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. PRECAST MANHOLE STORMFlLTER 25-YR EVENT PRE-DEV. FLOW: 1.9 2/ %� �j / , si.; � E QUIPPED WITH A DUAL DIAMETER HDPE OUTLET STUB AND SAND COLLAR. EIGHT INCH DIAMETER OUTLET SECTION MAY BE - PIPE INLET/_j / SEPARATED FROM OUTLET STUB AT MOLDED-IN CUT UNE TO ACCOMMODATE A 12 NCH OUTLET PIPE. CONNECTION TO 25-YR DESIGN RELEASE RATE. 1.85 j /� %' •• DOWNSTREAM PIPING TO BE MADE USING A Fl_E)UBLE COUPLING OR ECCENTRIC REDUCER, AS REQUIRED. COUPLING BY 12" 3034 PIPE OUTLET 36" CMP ///`�, /� FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. (12" (36" W 0 INLET PIPE ezo is'. 8"/12"0 hDPE OUTLET 7) PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCESS. IF A SHALLOWER SYSTEM IS REQUIRED, CONTACT CONTECH IE 1 24" IE IN 36 E) = 271.19 �► (SEE NOTES 5 6) , STUB(SEE NOTES 5 6) STORMWATER SOLUTIONS FOR OTHER OPTIONS. E OUT ( 2 W) 271.19 24 MIN { j It \\C:) .L121• ' 8) ANTI-FLOTATION BAU.AST TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR, IF REQUIRED. BALLAST TO BE DETENTION PIPE - SET AROUND THE PERIMETER OF THE STRUCTURE. 9) ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDEUNES FOR MORE STAGES INFORMATION. 2 YEAR STORM: 189.95' " 36" MIN = '~ •�;•• "-•- 30"0 FRAME PRECAST MANHOLE 10 YEAR STORM: 190.82' ORIFICE 1: 2.75" / IE=269.16 INSTALL MANHOLE STEP 0 PER CWS STD DETAIL. < U - •` ' AND COVER(STD) STORMFILTER DATA 25 YEAR STORM: 1 MANHOLE STORMFILTER PLAN VIEW f'' ••:•''-' 192.10' PLAN VIEW Cr ';s: :.. STRUCTURE ID WQ-I BOTTOM=2fifi.20 t. •. •• .'. WATER QUALITY FLOW RATE(cfs) X.XX P 0 EAK FLOW RATE(<1.8 cfs) x.xx SECTION A-A C3 �'i ' ,' ",�• °. t RETURN PERIOD OF PEAK FLOW(yrs) XXX »�0 s:"� -�`."!»::;-•e• •,°':' #OF CARTRIDGES REQUIRED XX NOTE: *i.�_ `4- `. - •: _., ` CARTRIDGE FLOW RATE(I5 or 7.5 cipm) XX FLOW CONTROL MANHOLE - ORIFICE LOCATION TEE RISER M a ':'� �:,' °.:•''�' "_'" MEDIA TYPE(CSF,PERLITE,ZPG) )0000( CONTRACTOR TO SUBMIT SHOP DRAWINGS ON 60" DIAMETER .0 30'0 FRAME AND -•�:'•.,... `:.•• ''"' •t '•;:';, • RIM ELEVATION XXX.X ' DETENTION FACILITY 14-DAYS PRIOR TO CONSTRUCTION. COVER(STD) •� �..,.,;,�%.:. , ;:,•�.• -• - CONCRETE _ l (SEE NOTE 4) •_' '•.}�• `'`y•::•r=+" .• PIPE DATA: I.E. ORIENTATION MATERIAL DIAMETER 0 co GRADE RING // •. '*;' ;=•• INLET PIPE#I xxx.xx xx° XXX XX" TO SCALE •• ALL PIPE CONNECTIONS TO MEET OR EXCEED CITY OF TIME ,� INLET PIPE#2 xxx.xx xx° XXX XX" NOTES FOR ORIFICE LOCATION TEE RISER. cL ~ �''' •"t '' OUTLET STUB XXX.X)C 0° )0 0( 8"/I 2• CONSTRUCTION SPECIFICATIONS. 1. RISER STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH CWS AND BEAVERTON F- 0 • STEP(TYP) =' ... . MANHOLE STORMFILTER-TOP VIEW ECCENTRIC REDUCER YES\NO SIZE CONSTRUCTION STANDARDS AND CWS STANDARD DETAIL 515 Cl) (BY CONTRACTOR) XXX XX"x XX" INLET PIPE ':4 F_ IDPE OUTLET ANTI-FLOTATION BALLAST WIDTh HEIGHT 15 (SEE NOTES 5 G) :± RISER WITH OUTLET SAND COLLAR XX" XX" 2. OUTLET SHALL BE CONNECTED TO RESTRICTOR PIPE WITH A FLEXIBLE COUPLING. Q 2 ' t SCUM BAFFLE RISER 12.0 OUTLET STUB NOTES/SPECIAL REQUIREMENTS: PIPE ORIENTATION KEY: " " 60 CONTROL STRUCTURE 60 MANHOLE 4'-6"MIN �; MOLDED IN CUT LINE 90' WITH ORIFICES 3. THE VERTICAL RISER STEM OF THE RESTRICTOR/ SEPRATOR SHALL BE THE SAME DIAMETER CZ (SEE NOTE 7 = 8,Q OUTLET STUB AS THE HORIZONTAL OUTLET PIPE WITH A 12 MINIMUM DIAMETER. CD t 180° •• (SEE ORIFICE DETAIL THIS < "-'� BALLAST :: / / ��i, SHEET) 4. FRAME AND STEPS ARE TO BE OFFSET SO THAT: Q CC (SEE NOTE 8) /)1%% r4%Iii% 270° 4" A. CLEAN OUT GATE IS VISIBLE FROM TOP 1+-- M-�i :�1� �►.�� I '�I� � • fiA REINFORCED END CAPS OF �� • '•r 4 VENT PIPE DETENTION PIPE TYP. B. CLIMB-DOWN SPACE IS CLEAR OF RISER AND GATE. Z Q I HEIGHT I'4 . ' ' :. ,_••• !__ ; .... TOP OF PIPE - • '' r '' ELEV-276.19 C. FRAME IS CLEAR OF CURB OF ANY EXISTS) Q WIDT� SEE DETAIL 2/2 �„ //� OUTLET PIPE 5, �+ " ,/'' MULTI-ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON ONE SIDE OF RISER TO •'-' UNDERDRAIN STORMFILTER CARTRIDGE •- . (BY CONTRACTOR) 4 VENT PIPE ASSURE LADDER CLEARANCE. SIZE OF ELBOWS AND PLACEMENT TO BE CLEARLY LABELED 0 MANIFOLD (n'P)(SEE NOTE 2) COUPLING 5'0 X 50.00 LF MANHOLE STORMFILTER-SECTION VIEW (BY CONTRACTOR) SLOPE=O% ON THESE PLANS. (SEE NOTE 6) -�''�/ BALLAST !�StOWIV ----'---- PIPE TYPE: 12 GAUGE 6. RESTRICTOR PLATE WITH ORIFICE AS SPECIFIED ON THESE PLANS, SPECIFIED OPENING TO BE GROUT (SEE NOTE 8) tae ALUMINUM COATED CMP (BY CONTRACTOR) U.S.PAM No. CUT ROUND AND SMOOTH. o tie.5,707,527,lia S AslrA MANHOLE STORMFILTER-OUTLET DETAIL No.5.624,5'6, �t II,�, I 2.0 LF 7, CLEANOUT/SHEAR GATE: ALUMINUM ALLOY PER 8-26-26-32E OR CAST IRON ASTM A48 AND FO N= " CLASS 308 REQUIRED. LIFT HANDLE EITHER SOLID OR TUBING WITH ADJUSTABLE HOOK AS 0 41) ONl�s3349ti ebm,water Solutions ®2�816NA 6dtr1lr66ibrmwater solutions 2.00 LF 36 CMP N) DRAWING ►� " BOTTOM OF PIPE S-0% REQUIRED. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND J '* ITCH® PRECAST 72" MANHOLE STORMFILTER �..� PRECAST 72" MANHOLE STORMFILTER 36 CMP GATE FLANGE. MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT. "5; CONTECH® MANHOLE X S=0% ELEV=271.19 3/4" .,..� - PLAN AND SECTION VIEWS 1 TOP AND SECTION VIEWS, NOTES AND DATA 2 MANHOLE X FLANGE MOUNTING BOLTS SHALL BE 3/4 DIA. STAINLESS STEEL, INSTALLED THROUGH PIPE o- 0' to STORMWATER -- STANDARD DETAIL ...... ATER STANDARD DETAIL CLAMP AND DRILLED AND GROUTED INTO SIDE OF MANHOLE. �„�„t oo I SOLUTIONS. 112 �``` SOLUTIONS. 2/2 .-N cc 00 contechsto mwater.com DATE:09/26/05 I SCALE:NONE I FILE NAME:MHSF7-72PC•DTL I DRAWN:MJW I CHECKED:ARG .com DATE:08/28105 I SCALE:NONE I FILE NAME:MHSF7-72PC-DTL I DRAWN:MJW I CHECKED:ARG 8. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT, STOP i- o in TABS, OR SOME OTHER DEVICE. CC !::)Cc ''`' �° , n< 0 „no 0 vi f= CO to WATER QUALITY MANHOLE - 72" DETENTION TANK FLOW CONTROL STRUCTURE 4 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. NOTES: PRE-CAST 3/4" CONICAL PRE--CAST 3/4" CONICAL LOCATE FRAME AND COVER _ 1. ALL STEPS SHALL CONFORM TO NOTES: HOLES (2) SANITARY HOLES (18} STORM 44 h N OVER LEDGE OF AT LEAST _ THE REt�JIREMENTS ASTM C-478. ALL PRECAST MANHOLE SECTIONS SHALL COVER ONLY COVER ONLY z I_ Cb 12" N WINDTH 4 ► I 2. MANHOLE STEPS MUST BE TIGHT AND CONFORM TO THE REQUIREMENTS OF ASTM c� v (NI •' FIRMLY EMBEDDED. C-478 AND APPLICABLE PROVISIONS OF W a o • 8" MN BETMEEN 3. ALL STEPS WITHIN A MANHOLE SHALL STANDARD DRAWING tl % ,0 N KNOCKOUTS BE THE SAME DESIGN, TYPE AND NO. 010. s s v z ° _. J \ . • 1-1 4" SIZE. (MIXING OF UNMATCHED STEPS j 7 " i.:• , _r,,, �► 1,i1 •�-1-1 J8" �4 el IN NOT PERM!!ICU). • _0 to, 9 r :.: 714""16:171:\ra7"7. . i * ...") °*4II 0 2; LI ti •MAXNAUM 27" FROM *.,4 .4 ' 1' , `� .•4• .',A ENCAPSULATED :�:. 021. Lj_ 5 'TOP OF FIRST STEP • • • 4 0 • STANDARD FRAME AND COVER - � • . » �,� � L,,, - TO TOP CASTING OR WATERTIGHT FRAME AND 10-3f4'- ,�'� 'v RUBBER GASKET p•; '� �_ �''•c • 0 COVER. SEE STD. DRAWING ,► I I I v .• } O $ NO 110-SA/ST OR NO 120. " • .. . *,. - • • :' • 0 �,,,/ c N III 12 •'u•a1• •!f ' ♦ : . 0 a I Notes: SET FRAME NNON-SDK a �•• •M-� •• .6= .6' "Q is : - • ►r�rrrr frr,�. - GROUT • -r _ ,+ • ••• L t�l 1. AU. PRECAST MANHOLE SECTION SHALL CONFORM TO THE + h; .-_,._.____-_,-s..,.I_s•, . .• • REQUIREMENTS OF ASTM C 478. ' . .. �' • .�`• '• _ REQUIREMENTS © 0 0 o 2. ALL POURED N PLACE CONCRETE SHALL HAVE Aw28 DAY v ` .•• v '*`-.�..�•,•'�' 12' PVC •¢ a 0 STRENGTH OF 3000 PSI, AND SLUMP OF 2 TO 4". • •:. . PIPE Or 1"/FT to n 3 ALL JONTS SHAD. BE SEALED WITH PREFORMED PLASTIC ,- � � I''�''•a �- ,•' 4'. SLOPE '�'. 0 w GASKETS SUCH AS KENT-SEAL No. 2, RAM-NECK, OR AN -. (2, 4 oR 67 COPOLYMER POLYPROPYLENE PLASTIC ..-;q• .4 �c•; ,,,,tk r. APPROVED EQUAL CONFORMING TO FEDERAL SPECIFICATION • SET I LAA 12" ,�• • , ' 4• •. - • Iv! • OG SS-500210. 1 SET IN NON-SHRINK j ,` I! •..••,0' •D.: .- 4. ALL coNNECnoNS TO MAHOLE SHALL WATERTIGHT. • . GROUT " !'� '� : (( _ SANDED a• : .••, PIPE 1/2 GRADE 60 REINFORCEMENT ' ,'; ` *- . BELL FITTING O.D. ~ • 5. PIPE COIR ECTIONS OF 24. OR CREATED SHALL REQUIRE A _.., A. -�'STANDARD ' '` j' SANITARY STORM MANHOLE AND CHANNEL DETAIL. 0 ECCENTRIC :A*. .` •i�s` ' i • i•6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES S SHALL 36" CONE _13" r•. �3 4 %� : 0 REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. _ : PVC SANDED BELL / ; • .. 24-3/4" ., D PROF 7. PROVIDE A MINIMUM OF 8" OF INTACT(UNDISTRURBED) r .., ,....._._ 71 N� PIPE •.4•-: �� MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MANHOLE STEPS SEE .. - Z.1�G £F ON THE INSIDE FACE OF THE MANHOLE. STD DRAWING NO. 100 • 1 1 3-3/8" FOR >�m ' . •* ,_ ' 4 8. BREAKOUT OF WALL FOR PIPE SHALL BEY MINIMUM AND 1 MANHOLE t _ 'a ///��/�'�////ti/f///iii///�r///ii/i�ri/� �r� PLASTIC SAFETY STEP •'�'• • •'� ••_e• '�' 1 6" j/ W tw 3,O6 4" MAXIMUM CLEAR OF PIPE WALL. OF 24" _ VARIADI.E 1-4 ( / ---70,7114"\F-7:77.--- :0:,°b°• 1: 'so o ° .1:4.4' a"o 4 fi MIN. ` 24.,/ 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP (VARIABLE ) •.4 ; FOR SANITARY CONNECTION AND 48" FOR STORM ? •, " d `b ° 0 0 o o•,• '° " Z o .ON•CONNECTION. •�•. ' •. •Q� -- - , , % ° , ° •,'. < i ti 10. WATERTIGHT /TAMPER PROOF MANHOLE FRAME AND COVER 6 • . . p'•• ••.0 Oo ° ° o 00 411:1::•• •�.. 27" Z p" c,, 4 Y 10,ZOO SHALL BE USED IN ALL EASEMENT AND OFF STREET AREAS. "1 'w- ° ° '•mom 1_._,_5• .- s ,, • ••1 KORNBAND •v o o ° ° o o °� t'i" 25" j I ITT �.`.•.�:v' STAINLESS INTERNAL o o° o ° ° 00 _."-1 #fi 3/4" GALVANIZED BAR ;r•: STEEL BAND .°• ° CONSTRUCT CHANNEL %� ® , •.tZ _• a : NON-SHRINKING GROUT EXP. 12/31/07 kJ`1 -. , ` 0' • FOR CONCRETE PIPE AND SHELF IN FIELD 3� 7�--� MATERIALS. .••, . -- /J/ 71;0 4S MIN. ••� • ` ••• *{ � � - • q#, •, •• • INTERCEPT GALVANIZED: •�' _•"-':� 12' PIPE DATE B Y"-1 MNIMUM 12" LEDGE ',' 6▪ r,". r'.N1.ti , 3 3„(ONE REQUIRED) - 2' MN. FROM TOP , (3F DIA.) GALVANIZED DffORMED REINFORCING BAR. i•4.•_, ',.. • ' 12" MINIMUM OF 3/4"-0"1-/ �-q REINFORCING BAR CONFORMING WITH ASTM A-615 GRADE 40. 'd .. Q• / / ! , ___ 1,,..../ gio 1 I-I of PIPE TO GALVANIZED CONFORMING WITH ASTM A-123. j'�-' . '.4 :.b' COMPACTED BASE ROCK 23" rc N.SMOOTH FINISH CHANNEL TO MANHOLE SECTION 3/4 VERTICAL HEIGHT OF PIPE �'' FLEXIBLE :4 • ;• •0 24-1 2» I k PLASTIC: CONNECTOR . .-, -�► Y ' • •. MUST CONFORM WITH ASTM C-478. • •_.▪* • k ', trill. STEEL REINFORCING BAR MINIMUM 1/2" GRADE 60. • �` MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED .....:71111:1/21.,.2. i ' KORNSEAL BOOT I .. •. .-•-r . ,• WITH iN,ECTICI+1 MOLDED COPOLYMER POLYPROPYLENE ,_,,,�,1 NOTES: Z I �:• :•`-�",`-' , ••�,• .f4• - WITH SERRATED SURFACES. 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS 12" MINIMUM OF 3/4"-0" COMPA '• •-S .• e-. .• i BASE MATERIAL •• • , :•• _c._' ••::,'•% •. = ':•;.• : 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. 0 ,fi r J-,�,,; ' - . ;::2;;;;:66,..-....� :' �.• •. ,•� ., MIN' 4" FOR GALVANIZED 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. ��.. DATE I 10/10/06 ••-•'•"{,,, ra�'r.• •••... '•...�: a STEP 4. NOTCH LID FOR LIFTING HOOK. F.... DRAWN I JSE 0 DESIGNED I JSE STANDARD MANHOLE MANHOLE STEP PRECAST CONCRETE SUBURBAN AND STANDARD j CHECKED I JSE • MANHOLE FRAME AND COVER QeanWaie •c CC PROJECT # I FBD 04-005 Cl�an�]Va#!er Sees CleanV'�a�er S�rv�ces MAN HOLE BASE C�ean�Ta�er Services r S�rv� e5 Our commitment is clear. Our commitment is clear. Our commitment is clear. Our commitment is clear. F SHEET TITLE DRAWING NO. 010 REVISED 02-03 DRAWING NO. 100 REVISED 02-03 DRAWING NO. 020 REVISED 02-03 DRAWING NO, 110 SA/ST REVISED 02-03 .OMA DETAILS (f)STANDARD MANHOLE 5 MANHOLE STEP 6 PRECAST CONCRETE MANHOLE BASE MANHOLE FRAME AND COVER 8 SHEET NUMBER SCALE: N.T.S. * SCALE: N.T.S. * SCALE: N.T.S. SCALE: N.T.S. A70 2, C17. 0 C17 -ipp . ic �� 0 4<ii7- °A1' 0 pt / „ / TG TUALATIN VALLEY WATER TO LOCAL PLUMBING " OLYMPIC FOUNDRY V B910 -0.--_,,n,,,,,,,,,24 Alx I D E W A L K ADJACENT TO CURBS ` DISTRICT STIDARDS CODE STANDARDS _4 VALVE BOX AND COVER ® DISTRICT APPROVED CLASS A RETAINER GLAND BACKFLOW DEVICE -""` 5' COMPACED NATIVE CLASS WITH 'W" CAST IN THE W m � .��,�� # � ,� f ; NATIVE MATERIAL VALVE RISER MATERIAL AS TOP SURFACE - Q SPOOL FLGx PE 3 r \--,` '` SPECIFIED COMPLETE - a f • FLANGE COtlPLING ADAPTOR ' PAVEMENT SIDEWALK SEE NOTE 1 SEE NOTE 3 .., �' ._>. ; \ `'-'` LIU 18" MIN `•''' ▪ r� , ff • � ' 4 6' MAX BREAK FLANGE ! d�-�� - - -• ir- °��r • , �1 - ` `< `Xr s B E FLOW , �.�I..■■I I �►iq }riallitl irl(ailI,ri-n (Nom I■I t r HAND TAMP BACKFILL :: ..._ . _ ,,�,--�,,.r•"'" � �■ (} ` `` i=It r �fi°' 6 ;l ft. ► ��^ r- 1 111 i i lkIL PI lk-1 l-Jl iCWI III I,( { - � �"° m a f-� L♦>`s`",'. 0: T T N r `" '�` `` F, #7 - D ' . t z,;�.e." __, -- .... .. "r AROUND TOP SECTION _ ^ 4 � l., €`t4 fF�,,{"'%Ff .`r ,, r" �'1'2�^. i�,r t'J,�. r ,� y' -+ ^a5►, '- :.wet 'I►".gCR a'""`' ` �� - t^ 1\i, ° •1r �s.♦ ^,e', < 0 •N " ^ ,>',.,� :': .r .,.f •'.., . ,.-` .. .:\ OO -•4 -a -. ,` L ..,, 4.s, `, . .. r� f .(-:1',,,,,,,,1): ; tip"„<, 4 MIN -- ... ;, r .. ° �` $ .: 0_2,0"..1 � ry ; ,,i . r • = : ' -. j. PIPE ZONE / ., • I• � 12' MAX `� < �� ., :/. f''�/rte/ Mfr MIN a Via;;, t • '�jr w a) _l_______/-DRAIN ROCK POCKET f °` f OPTIONAL FIRE DEPARTMENT `;.' 4�a" m �.. 1 f 4 CU FT MIN , 0 i. C CTION. CONTACT LOCAL FIRE 6' TYPE PSM SDR 35 PVC, D3034 ; �- " . MARSHALL. IP P 0 IPE SPACER - - �-6 DUCTILE IRON PIPE _ II II „ LADDER MEETING OSHA i�+ LENGTH AS NECESSARY � Ii � - L(l ' REQUIREMENTS -�-+ f SEE DETAIL 300 AND ---�- 24" MIN -�- �� t�°�� arr�.._ �I �_��.I ► � •� �f: SPECIFICATIONS �, �*� �< PLAN �� OPERATOR EXTENSION f.' r � 3" MIN - 6" MAX '`�' ALTERNp►TE FDC LSAT , �xisnNC PavEMENr .► TRAM EDGES To C� �� 6' MEGALUG RETAINER pgy�p,R REPLACEMENT OR(SEE DETAIL No 5) ,\ r``f`� - `" =. �ti �� , SOUND PAVEMENT Fun (...) GLAND (EBAA IRON) ; '° -;. _ S'+ TO CURB�■� 6 GATE VALVE CONCRETE PIER 4zD uHE ir ■ STORM DRAIN fi ..�-- -.. 6 BLOCK FLG x MJ -•� MJ x 6' FLG TEE ( MIN MIN - 0 SEE NOTE No 1 s , t � ,, COMPACTED GRANULAR �-+, / ; ,r '` IIIIIIIBMIIIIIIIIIIIIIIIIIIIr rf % 1- >'--' ,: ,, • - • . •' ;-r ;,- `,/,>:::://\` t ACKFtLL AS SPECIFIED THRUST BLOCK " I `% Cr 0)MIK - --J L--- 9a r�• .. .,,,, , .. y4 r ., j+'"r'pI. •• ,� ▪ err co SIDEWALK WITH PLANTER I _ ISOLATIONI BALL VALVE < 18 MI 4. VALVE Ct'� STRIP AT CURB -- := ` ? > 24' MAX II ` ♦ ,._ ...�.�■ "- Itt.IPE CHECK VALVE ,'• •,• PIPE ZONE /.... s 1 -� {�r�,li■■..t _ IIIir._illA .�}��Ilrrl►�If�tlml■■ ,� -• _ w w �.�. NOTES: 3" MIN �� 1��I }} �'�` }) } )} }}� z-REThENTscREEN CIE ;f SIDEWALK li .,.�►� IiLi►`i l > 1!�1■■ 4" t Q BREAK FLANGE m i < 6 0) ' MAX �� , ';'•1 •. .._ • a.r-. • - • � SEE NOTE 2 �i aa.�.�.■�, 1. VALVE BOX NOT T❑ REST ,.,. t - •:. ,` rs :. - ,., 2" C[�RETE BALL ,� � ►+ - .. ° , ,. . } . , TAND 1 MIN ' PIPES III! �--- ON OPERATING ASSEMBLY s h w. ,. �t�� (TYP) � I•r f v � ra � -°r 'S�°°„r.,'�"r'^;'s�-r .r :. -"y-g--.�..=-�' 1.;�,.f ,,i � ��--4L",,.r' 0• •>.,\wi .� ,w,.s "',= m-`"+''' ;t,. ar •0 0•�. .a ,7-10,11.•41,�.1 l'. .,,;_.: '"' /:..ti't, • '` ° r'^�`' . rte,- f :f.!',,, '..r - ..-� .'.,- 4, ,,P' ``..J' •°'( •I f► '�, .,r; f'�`'4,'r' •s♦ .',� rl"f`�'/* ?..,^'' 2, OPERATOR EXTENSION .,,,,„,,,,,e,-\\ 4 CLASS "E" Z �' , �`''',, _._,... _.n _. DRAIN TO DAYLIGHT OR , ;: .; `� �` COMPACTED GRANULAR 0 •REQUIRED WHEN VALVE NUT PROVIIE 113 HORSEPOWER '--\\ �•• . - /� r BACKFIL AS SPECIFIED STAUB.ESS STEEL SUMP PUMP. o ';;,,� , : --; =▪r°;/' ELEVATION SEE DETAIL 310 AND 320 FOR w ,,,,, ; I ,E:.tr . FOR THE TOP 12 INCHES i1"+ IS DEEPER THAN 3 FEET -�•.-� 4 FT (REF) -••- �J . .4 s +.0 SUMP NAILS. v , FROM FINISHED GRADE • • a ` ; (f) 0 C) 3. CENTER VALVE BOX ON UTILITY UTILITY ° '• "'+ k /-; ' AXIS OF OPER NUT NOTE; SIZE VAULT VAULT DOOR NOTES: ,f, . =r. 6" WITH FDC * W/0 FDC ■ -" -' r . ,y. L CONTRACTOR TO SEAL ALL �'ENINGS IN VAULT WITH PIPE ZONE � � �' 4' 1. FOR CONNECTION TO EXISTING MAINS USE TAPPING SLEEVE NON SHRIMC GROUT >>. ;•'.' ; f o-o 4. PROVIDE 24' SQUARE BY 4 THICK 3 577-WA 577-WA J-5AL , , . .> o IN ACCORDANCE WITH DISTRICT CONSTRUCTION SPECIFICATIONS 2. CONTRACTOR TO INSTALL CONCRETE BALLAST 3 CU o CONCRETE PAD AROUND VALVE 4 YDS MIN ARE ID BASE OF VAULT WHERE FLOODING ' - •:♦ ••♦ %' w 577-WA 577-WA _ J-5AL HIGH GROIBNID WATER EXIST • ''' . . :�♦ " i 0 BOX OUTSIDE OF PAVED AREAS 2. PROVIDE A 3 FT CLEAR SPACE AROUND CIRCUMFERENCE OF FIRE HYDRANT, 6 676-WA 676-WA J-5AL 3. CLEARANCE BETWEEN WAIL AND DEVICE 8' MOW, 12' y 4 m +� I 0 3. PLACEMENT OF CONC. AROUND FH IS PROHIBITED. 8 687-WA 687-WA JD-3AL MAX., EXCEPT 8" MIN, 9' MAX. FOR 660-WA VAULT N o 5, VALVE BOX COVER SHALL BE A 4. THRUST BLOCK 1-0 MIN THICKNESS MINIMUM OF 23� IN LENGTH 10 5106-LA 5106-LA JD-3AL 5. DETECTOR METER TO READ IN CUBIC FEET _ r♦ d- ■ 'OR EQUAL' APPROVED BY DISTRICT ENGINEER O W p M Et co DETAIL No. .- DETAIL No. r' ,. -> TYPICAL GATE VALVE FIRE HYDRANT DOUBLE CHECK DETAIL No. --- TRENCH BACKFILL DETAIL No. J L 'c SETTING DETAIL STANDARD INSTALLATION 101 DETECTOR ASSEMBLY ) BF ABOVE THE PIPE ZONE Q -5 TualatinValley Ater District J TualatinValley Dater District ." ` TualatinValley Water District J ` TualatinValley Dater District 10 _ o M REV 1/31/02 0 ' F- 0 CO CO I` '' d. W ct n' d- f 1 = 'F ` (HORIZONTAL) VOLUME OF THRUST BLOCK _ % '` V °' N -. (��o .. 12" STANDARD VALVE BOX BEARING AREA OF THRUST BLOCKS IN SQ FT IN CU YDS (VERTICAL) 7'-O" 8 PUE -.�- a 0 i , r SEE DETAIL NO 3 0 el V FITTING TEE 90° BEND 45° 22 1/2° 11 1/4° FITTING BEND ANGLE _.�,.. 5 -fi ....,.._ - W `y SIZE SIZE ° • ,,, -� ro• _. !�� 3,_D„ ,. fi,-o„ BEND BEND BEND 45 22.5° 11.25° c o.,{; /;, 7"---- m Y LOT TO BE L E 0 1 API 4 1.3 1.8 1.0 1,0 1.0 4 1.1 0.4 0.2 cr Q SERVED ° x °v ------8 FACE OF CUR 6 2.8 4.0 2.2 1.0 6 2.7 1.0 0.4 w w z 0 LL. t° 'v M - 8 5.0 7.1 3.8 2.0 1.0 8 4.0 1.5 0.6 in w n. r FINISHED GRADE ` "� ~'' `., '� ;.. " a+- d ' z . •., 4' 2" 4 MAX 12 11.3 16.0 8,7 4.4 2.2 8,5 3.2 1,3 ¢ ,„ , -° • • •4 '-,/, 1 ,``€ ` 16 20.1 28,4 15.4 7.8 3.9 LL. 0 rg d 16 148 56 - o t , RETAINER GLANDS 040 0 . °e-t �,� 2.3 w Z PROPERTY LINE (2) REQUIRED ;- ��,� i.._.,_,I o o: Q -� _ ,. -a 20 31,1 44.4 24.0 12,3 6.2 or •r- ›-__ Q �, o o • D ` `�' 24 45.2 64.0 34.6 17.7 8.9 v LO •.. N o♦. Q U :.f 0 M MIN I 18 I STANDARD COLLAR ."•----2" BRASS PLUG �' M 0 Cil se HAND TIGHT VALUES BASED ON 200 PSI ( o OFFSET LATH °D° to THRUST BLOCK WATER PRESSURE AND 2000 PST (SEE DETAIL 200) 2' IRON BODY GATE 2' ADAPTER COPPER SOIL BEARING CAPACITY o VALVE WITH 2' al PROPERTY LINE AND LOT = ON PROPERTY LINE OPERATING NUT SWEAT TO FIPT SEE NOTE No 1 f , , NUMBERS MARKED IN WHITE NOTES= ' il..\./,1,. � y -'2' TYPE K RIGIDPAINT ON FACE OF CURB j 18" MIN --�- 1. SEE DETAIL 101 FOR VALVE AND CONNECTION. /_ . COPPER TUBING 4 :::7°';'//4:1',/:!:/':',1:---1::',(//':-';,1,'11/11P11•///‘,.\' 2 x 1 0 BRASS (TYP) „ ;.�� z, ; ,., �.:" z,' ., ,�,� i � liiiillik\ 4011111 24" MAX 2. PROVIDE A 3 FT CLEAR SPACE AROUND NIPPLEt,k; 4 `, PLAN as CIRCUMFERENCE OF FIRE HYDRANT '•' 1 Cc. �S 8-• ,� D PROF...elf 3. PLACEMENT OF CON(. AROUND FH IS PROHIBITED. °., ,, > .. : a• °NI f fl ��12 a `r� ,�'°�.3'',, O." �,. �•00 • a.° ' " .fr, ` r l'�'r'} �,'"€/::::::: r <'' i ff• s -0 •;1 1� r, , ,,„„, /,? rc �, 1 , °° ° . < s -s k- rrr'�` 18" " MIN •. a • .l•o 2' ELL COPPER •� ao . ,o........ 'IA 3 BREAK FLANGE ,, 1. > * . .:..- ,.°• °'• a. SLIP v I p,2� U 6' MAX w .. > 7; , , ,, �.„ - BEND TEE . , �„�.��(� :--�, : ;\� :,§ � . - ,.: s,_ a , _. � .�, E=� B VERTICAL BEND -- =_- a �°�� '-'--,-,,-'''':;:;7‘'77/7,-//'7,:2;<<"/"- \‘`‘. .:2;;:,/,',;1':>>.--- w�P ‘;'/;,>:/ ,`"-\:\/://-;/-,,,,,,:;;;;;),'?:;-r ^; �"`'` ''� +. O .• ► _ .., "° �.t,'`',, •S-••.4 .. - y :``*. - ,,,,,f.'^.,, �. ``4 " " �, • ......_� -. m � , ,-:>,:;:;:-.„;;,-:,.;=s r'�ti /',.°, _. r /a �,' € f' �/�`..h'` [/V\��/ ...... .. _. �.<.,, .......,.... __. ._._ ,.. -'-:;/,'-•,,:f; < f .- .. _•,.... '�:+> �`� 4, V -y. v. -«: ._- . ,j - sYR.r ' ;� T r ',-",.. ,1,-",'-',,,,".:(:;-\, >Ss, t r , `.. = ". .. .`+,> + r ti,�' ,. ..`..s >,..� s, ,,,� .. r! �._ .^:r,...,, ��,"i�;.� s.,;�+l..r�^� � ..-f. , T a ,.. , . �! ..'� .. 4 � ',. �`�.r. `"w... a.,, ,�.,.°,,\<\--<-:�',,,'•,,,!.---/-‘, r i t a,�>.-. .-5-,‘--,'",:: .}� J< ..- +�*.alt' ,+u.��Piic`S.:#!� 'a'�r"aii�r^!F:.- .. '=°' -.r°.+.'1` > . a . r v l s. / > '', i, * ,ti, !.. w ,,,,,,,,,,./..,„,,,, 1 _.-Ara �'a w✓'• ,,�5 _ . .x. .. ..`. r' ,, ,/,:,s r*-r p' 4<,- r ;`,..r fi f . />/------,///,` .�.<�� ;," .a .a ' .."�'_:/„.„.„ e+',;, ,,, '<�,, / -.i. E ;.., � ..F d,�-, .,d �r .r t`0= J r,, r,r ,.+ •,.r :r_.''r. [ , . - .<'`„*``,.,�+� f,,. d'`<"','P• - s �. .. EMBEDMENT ,_". �.� ,.,>,, ▪..,, EXP. 12/31/07 'w. '". A l;. �-,\ `'..:?. '.}:a i. '. ( ::.'�`{v. _.•.w" . •4 -g.4 „,�<:..-3"` -ate- ''!'4.fr l., .!: �fra ,,, --,42<,.,',,<Y4<'(`i �' PER, ,,..,4,-4;.. tt-t ,< o s- SWEAT TO MIPT- , -, -,,- : ,,,,,,-,...\-: , is,s, * .;,...,..,, ___2' ADAPTER TYTON 14'-16' #8 36' .,-- CUSTOMER SIDE I a. 'FIELD LOK' GASKETS r # DATE I BY ,.: '- 'F BLOCK ��' ° I! DRAIN ROCK POCKET , %� ` �� f ON ADJACENT PIPE JOINTS ,C.- 'v 4 CU FT MIN 2" ,;,'• �• ' ::. I t` J SEE TABLE TAPPED FOR I 4 , �� °d e UCTILE RON PIPE TYTON JOINT PLUG OR , ---.-..�--�- y I -{' ELEVATION ' -� : „ MJ CAP WITH MEGALUG ,°•• r �- �� RECOMM�ND �- I 1 � - �, RETAINER GLAND °°c r NOTES, .,., , , ., s.. , .• - • a a ,.. r '`*` < NOTES. 'tr C f`+ :. y„t'^� Yyl * �: iS x:' ` `r:,.. `= .n *rte 1 , ,,. , ., PIPE SIZE NO. OF PIPE RESTRAINED 11::t^-..�.- y f �: ;:; 1) THRUST BLOCKING AT ALL TEES, BENDS AND r. x { - .� X141 1. A fi FT OFFSET LATH ON .l�i�..�ii ENDS OF PIPIN --„,-24-,s - PROPERTY LINE AT 8 FT' � ' ,-„„ ,r j 4 3 (54 ) 2) CONCRETE BLOCKING TO BE POURED AGAINST PUBLIC UTILITY EASEMENT z I ti_ !� . } , 7-,27/ri " / STRADDLE BLOCK <�R�= _T;. ,... ,-..- f r� ,�_.,� �.�_,,�.��. . �P�. ..�,-�� r e � ,< 6 3 CS4 ) NOTES: 1. BACKFILL WILL BE COMPACTED 90% UN ISTURBE EARTH � . Y* 3) CLASS 3000 ' ' • -1!:,/,-- 12"wrF- ` ' • • - - '°f 3/4' GRAVEL, WITH MIN 36' COVER SEE DETAIL No 200 4) INSTALL 12 MIL TOTAL THICKNESS POLYETHENE SHEE t METER "� DATE I 10/10/06 - � �/ r0. t-> 8' 3 C54') , ▪ ' - _ 0° 2. THREADED BRASS PIPING MAY BE AROUND FITTING, SECURE SHEET ENDS TO PREVENT Fan DRAWN I JSE `, r `..'; ,. ' INFILTRATION OF DIRT BETWEEN SHEET AND PIPE CURB STOP -' MEGALUG RET INER ;,' ; 3 12' 4 (72') USED IN PLACE OF COPPER TUBING FITTING PRIOR TO POURING THRUST BLOCKING 1„........_ "K" DESIGNED I JSE GLAND (EBAA IR ) 3. PROVIDE 24' SQUARE BY 4' THICK 5) PROTECT MECHANICAL JOINT FOLLOWERS AND BOLTS TYPE K SOFT CHECKED I JSE ONCRETE PIER 16' 5 (90') CONC. AROUND VALVE BOX OUTSIDE FROM CONCRETE WITH TEMPOARY FORMS AND COPPER TUBING BLOCK PAVED AREAS POLYETHENE SHEETING SEE NOTE No 3 PROJECT # I FBD 04--005 SHEET TITLE ~ DETAIL No. 1 l �" /' 1 �' y 1 l 1 /' (, --; FIRE HYDRANT 2' DETAIL No. THRUST BLOCKING DETAIL No. ---�---- -- SINGLE WATER SERVICE WATER SAILS ,,... DETAIL N Tualatin Valle Water District O N DEAD END LINE 1 0 Tualatin Valley Water District STANDARD B L O W O F F `2 3 L GruarilMlialatinvalleyWater District DETAILS 0 TualatinValle Water District TYPICAL INSTAL A T I O N 7 SHEET NUMBER ....i } [ 0 C18 4,0, ----,vr.„6„, c, 'Tf 0 Tars MYHRE • GROUP architects ,,, 700 SW Taylor Street,Suite 400 Portland.Oregon 07205 r t 803.238.6000 f 503.236.7500 www.rnyhreclrtldP.Pom TRASH ENCLOSURE ":0A SEE SHEET A1.2 ..5* .& S . P- RSON (71 //' EXISTING PROPERTY LINE • 4, .. • V.A. ' WV • •IIII ' A: 'VW • 0 -... 0 • ,. 0 .. h _. go . ,40 _. , 4„ ,.__. ... _ 4 0 ._ e .,.._ .0 0 .0_ . _ .. _. 0 .._ 0. _ 4 _... .0 .., 0._ ali .0 0 0 .0 .0 0 0 0 0 0 0 0 0 0 a A, tr).,),i POR . D, OR LZi b 9-0 411-° 0-9 O. lit 0. 1"..0 . 6- • 0- 11-0 41- 0.11 0. e -0 . 0 -11 0- - 0- .- - 0 41 0 0 0 • 0 0 0 0 0 0 0 r_\ 0 0 \-/ 0 4) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ai 0 . 0 0 c _7, 0 o o 0 .0 . • 0. 0 0 o 0 0 0 0 o - o 4, 0 . 0 0 . 0 - 0 0 - 0 o 0 ..1 0 it 0 fa 0 it 0 is 0 go 0 it 0 • 0 ii 0 0 0 • . 0 Is _l _...p...... ...._„____ _, 41_ \jr-‘ I k '0 0 . 0 0 0 - ,_9____,___OL mi....2....=.4 Or=, 04._ 0 _, 0 4_, 0 _ 0 _ _. 0 _ 0 0 111 • _____ , , , , , , , , , , , ce 0 r\ r\ ---- --- , , 4 f I 4 . , , 4 I 4 . 0 , .4 ■ I t 4 . ' ' 4 ' 1 ' 4 4 0 C ' 1 4 ' ° ' ' " 1 ' " ' EL 0 . 2°- .0 0 C C C C - -1 r - --1 C C C C C C C C - C C C C C C C C C C C C C C C C zok C C C C C C C I ' I I 1 I , I 0 MYHRE GROUP ARCHITECTS I= "0 C " " - ID: D. e--, --) THESE DRAWINGS ARE THE PROPERTY OF Lii MYHRE GROUP ARCHITECTS AND ARE NOT 1 0 \-1 C • I ' !"tid At A -. TO BE REPRODUCED IN ANY MANNER,EXCEPT WITH THE PRIOR WRITTEN APPROVAL OF MYHRE GROUP ARCHITECTS, 0 - 9 COMPACT SPACES©8'EA.=72'-0" I" I 9 COMPACT SPACES©8'EA.=72'-O" 6s-0" ,0. III 8 COMPACT SPACES©8'EA.=64'-0" 4'-0" ph, i NI 4'-0" 8 COMPACT SPACES©8'EA.=64*-0" 6'-0" 0. I <,_. CI Ark rc..? 10 '-' : co tri' 41. 150 - - - mi li Ai A1.3 'la 0 . Co rt c < t■I co 6 24'-0" ui 0 ri ,0 c_I z? H.-on 4 COMPACT SPACES 2:0'2." ,,ei). •P‘p w Fi ' 10 tr ct > 0 b ° ,-....--4 -\ @ 8'EA. =32'-0" `17 .2.Idll N' it,■,` a% Iii, 0 > . . . . Rs. V* - ' " "1 -1:iIc'i;PIIsJ411111lMab.IMIIIIMMMMIIIIILhilIlk,\ , 0 H 7...- ' ' - MUMMENUMEMENUMMENNEMENUMMENESSMENUMEWNIII: 0 CI 1.111 . Es) ----- " ..m......................------- 4_7 i -: _ : - :::::::10::::::::::::::::•••••••••••••••••••••••..711.F.N... 111:::::::::::::::::::::::1111111:•••••••••••••••••••••••••••••••••••••• .. - - - . - - ' - -. s• - - . RETAINING WALL- HIGH SIDE . , '0 ° Cli -6, , ,_;.4. o re#1.730.-o.,#.,'•AvA II ' ' • ' .1111":1111111111 a, 9 0 0 Ed, 4 I 0 1 . ......■ I 4 0 . 0 . I 4 I 4 0 4 0 I . all 11111111/411.11 0 o z9 E? r .. , , .. OM ,I Ni 0 CI CO W EN NI A 11 . NO 0 /OA 1111 . C C C C C C C C - ' C C C ED C C C C C C C C < EL ‘, -17t77:!:77.7.7:7:7 ==7:7:1 4, ma . .......„....:••,-- RN • .. III ) co - ,, (. i r .- - . ::::::::.:..:::.::-....:...: ... . , I. I 0 ci 1... !? . , . •.::„.•:::,...••••:„..• R. L .:::::::.:.:::::„::;::•. 1.• 0 -cr - No-- In la gin Y L._ 111 - -11"a" ..' 0 -CI 0 -- ' 0 ma Ia. 4 11 COMPACT SPACES '- ri I - . No ••a ,I, 8 COMPACT SPACES @ 8'EA.=641-0" I' 17' @ 8'EA. =88'-0" NE ' .1.1111111 0 1 CI .. Imo 1.- 4 PP am in Ns x 4 LI Olt .. Li pig 0 I CE We? MN 0 MI • A1.3 , II [ in I- 14? Ali ........ 0 0:4) . i...., w ... .. , .. c., A1.3 1111A11111 le co E.) Lu to o a < In- .. ori .01 C (,) H 8 SPACES©9'EA.=72'-0" :ID < H. c% u] tii 3 COMPACT© . :num so ) PERMIT , ola C . cna" LI 1.- en ..0 L 1 © 1,61-0"t 2 FIC @ 1,61-0"L 2 HC© .t 8'-0" Ll HC CO L 1 91-0"EA. = 181-0 1 91-0" 1 l' 8s-0"EA.=241-0" t if (4)RIDESHARE SPACES la IIIII kRI.II. 1 110 Si. 1 81-6" 1 1 9'-0"EA. = 181-0"1 t in- opre rr, _ , owe 01 . c 4, 161-0" 2'-6",--.‘f .. . . 1111111--. ~, I REVIEW SET , ilb I mix 9 9 r VAN VIII /2\ 181-6" . 26*-0" 18'-6" a 181-6" r-0" ill - 11111111. • IIIIII ri* I ' -am 9 NEN .&? ti 11 la -- . 0. c E? . .. . . o it) li b b , It I 6 g •• , •• HMO II ® NINE LLI A1.3 ll No MI * 1 Ill ' IIIIII. ' ' MI ' . A , , , 4 A " , i Add i Lrc-i . I I I 4 414 ■•■■■ 141404 $ 4 / limogillill 1 - __ 0 CI 1: s . PI 11111111111111H11111111 , IP I b) N. 11 , 11.11.11111 IIIIINIL.IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIllaIEIIIIIII EPA **4\ LLI Allnik 0 CI E? t%a --1 0 Cl) illii.; I , ' 1 amoommem ma am ssoismessammormiloi --1 A1.3 ' 0 CI ks . Lu (,) rr .11 I 1 1-11-111 l'■ 1 ii - v. < II iliffl , o . ci 1 0 1-CI 11 III F.- I . D. 1 0 0 w c C EN o 1"19 -1 C kb C , co II • Mill S' I 0 14? 1 Iv *Ell il ' 0 ' 2(1 < a. zit i ,,, 0 '--( CO 6..AL--.1 himi.- .4 ... A, R 0 II -MEP I I Miloa 4 COMPACTIPACES- MI < a. li , . lim ............. I MI CO ,t:).:Ti iii R9 G;T:,5Rfi,:,,R„,,so Dwu:,T to:7 H oR:t SQUAREh9:A:v2E3. ,p OFFICE BUILDING 0 I ©8' EA. =32-0" co lil•.i111117111 '•0Illi'. lli ii lo;II .,-±xl R -*a 1 ar 1 0 4? ci 411 11111131 •0 1 w :UILDI. BEN MAR, II , = lk Lwillllabist .---' 11; 1-4; a r F.F '.=238' i 0 (I Fe A„, R ' EMI I 10 SPACES @ 9' EA.=90'-0" Fq' UP 0 (i I) - ■ - \ 111111 0 I •( . _ It ft■ - 111111 Ix:,,,,,,:.,,:,.,,,,,.,,,,,i,.;,,,,,,,r,:tt,,,:t:::::.,:„..i.;o,,,„i„,,,,,,,j, . 0 ( k pmiL , - ID . •10 0 .( - - 0 111111111111111111._ 1 ' 111111111, III , rfr 1 •• 1111 0 1111li 0 - c .-. ti, En III Ili/ i> INIMEN4 73 . 4 ,, 1.1 .!t 1. _ G. edi pA. II ij 4mmemilia•. . ..•.. ::• . ..: '.... • __. = ..3111.- --- 7 '...-7*---•- . '- - - ' * • • • • ce 0 Ili - -RETAINING WALL-- HIGH SIDE :.•- . """ • ...-,,,,,„„„,,,- ---=:: mow PI Allarlill ......, _......=„......., =.1 ...11111111111111/ LAJ 0 I . UM... .." .. '........aleW "".""""*".."".. •■•■■■■■-,.. ..- , MEMMEMMUMMOIMMMINIEWAMINMEMMEMEM (11) ..s. . . . . , . 14IV ....111.11/111111....m.milmillimaimuniumarillummaniumunnummourinuammunm . _____ . i , , , , ....11,4N4 ce ___ 111:111:1111111:611111111:111limmomamommemenuarmumws. am, ,, ., . _ . ..... , E . , c„,.....71041s .1 NAJAF 1 . . , . ............ ' - N •'OP RTY LINE-12-0 ItO W.D D ATION . } 11111111111r a. 0 '.' c,,.''''',:•:,E .i,,K4ULF,I'' '''''',1V i C.% ,,,,.$':T.a,5=,:91n Z * • 'I ' ' . co" ' . . . . Milli - . 11.4144 . . - / ---- ' ;1"- --1 19111111111" ,'''.--- . . . • ., . /,77- - , . . . ----- • ' " - /*"-°--"IN-- . .1° .--- \ II . f '---- - \v" ' * " ( -..- 111111111 ( 7--.*' . \ " 0. i 0- ) ( 0 ' clillipillifillir lir•M ---- -.. ' ' i/.'''''''---- . , , , ( ' INA i= CO , r. . , , . . . ,.. ' - - ( - ' ." . ) . ' ( ) 111 0 ) . 0 0 • • ". I am II 0 . . , _ . . , rr , EXISTING PROPERTY LINE Ilimminmpu_. , . °. . )1'111R- MIMI- 11 .'■,.1111:1111,p- ) •• IIIII- kgiovarier/Ai: 11.1iliall' imHiliti/Air lisimimilissiiY/Ali mob,\Iiilloriti '* ormiummil mulopriA Inimmummo,...Auutpuliptirjejr/Amminnalormni Imimmulkwar / ii 111111111111NEIRAIIII / I I ......_____._........ ....... IIIIIIIIIIIEmMIIIIIIIIIIIIIIIIIIIIetr_-r-AIIIIIII BiEw-at'gi'AIIIIIIIIIIIIIIIIIIIIIib.v.edIIIIIIIIIIIIIIIIIIIIIIIhtv.. Ell um= .......p.-, ........4=aidi 111111111.1=--1•11111111111111111 11111.1gardll IIIIIIIIIIIIht.-...-41111111 1111112.1.-41111111111111111111111110:=2-4 IIIIIIIIIIIf/ Q -- E? 1.1.1 0 F: cc IIIIIIIIIr-- z - 1...J 0 ---- Z L11 IZI LI.1 Q.' t- Z E? 1 iLI1 Allik NI c■I CI < 0 0 (-9 z REVISIONS NtiV s w DARTMOUTH STREET i= a) A 10/10/06 L% n z sori■le / \ 10/31/06 E a = CL 0.1 0 0 EXISTING CENTERLINE OF ROAD i . a) X -• i IcY!' A co c c;i N 0 q_7 1 SITE PLAN (1.1) 0 x . 0) A1.1 1/16"= 11-0" MP: STEVE PEARSON -t cs, :I PA: BRIAN FREY •5 te, KEYNOTES: KEYNOTES: LEGEND: co 2 JOB NO:053570 c. 8 To 0 2'-0"BUMPER OVERHANG OF LOW LYING LANDSCAPE PLANTING 0 ELECTRICAL UTILITY VAULT 1- Ai r ig O P r PROPOSED BUILDING-BENCHMARKDATUMELErTION IS & HANDICAPPED PARKING STALL 8 = E FI RSTFLOORFINISHFLOORELATION _(238. 3 DATE: 07.13.06 e al 0 ENTR1'MONUMENT SIGN ® GAS METER LOCATION FILE 053570 A1.1_SITE PLAN.dwg 03 03 ro- -) C-) ( LANDSCAPE BUFFER-TYPE"D" R RIDESHARE PARKING STALL = -.0... .. 0 0 c• 0)c V CI NOT USED 0 FDC LOCATION --.. r-v J t 7‹ t° /2\ C COMPACT PARKING STALL•c. - 8 0 COMMERCIAL LOADING ZONEC:222.) 0 BIKE PARKING SIGN •' LANDSCAPE AREA E 28 (NI g 4 r) C) (NI 0 ® BICYCLE PARKING-(16)SPACES-OF(19)(TOTAL SPACES REQUIRED) ...... Al • 1 ..3e o e- 1111•11limm RETAINING WALL o 0 c N. 0 09 ..-6 -b. ® BICYCLE PARKING-(4)SPACES OF(19)(TOTAL SPACES REQUIRED) 10 (0 0 I- 0 FLAG POLES-LOCATED IN PRESERVED R.O.W. --:-.--.::::-.2::-.---:.--:----..•---::--:.::::---:- SIDEWALK GRADE TRANSITION SITE PLAN a. 0 .0 0 D 2? iii iii X 0 architects MYHRE • GROUP , , 700 T Street,Suits 400 Portland,Oregon 97206 t .236. 1503.238.7500 www.myhrettroup.00m , 1'-4 9/16" J, 1-2 M1111111111111 01) 4 )CV 2V-4" 7 11111111 BACK S T STOP OB BR I EC NK CVLEONSEUERRE 4 AT T PRECAST CONCRETE CAP . / Cr) C.& n- allr TA EXPOSED CMU WALL ilvid rr N __„,_ V • . • 0 1 1 3/4" V • •4 1 3/4,1 •OR ' . d II . .1 1 ( 5 CmU WALL N 5 N IP BRICK TIES 5 g 0. aosiop 5 w § BRICK SCREEN WALL § .1111111MP!!•111■11_ If I A 4 5 a. 01 § 411111•11■1111■1111•1•111111111. BRICK VENEER I _J pp N co 5 I 1 5 5 glir 4 - A g § . - A4 All ©0:70ThFrrE;sEREREREDG:GRoup:RoDuREwlursPpA;R:E0R.HAREITEiymcmp-rsETTENIANANPNR:ARcoEPAprEEH:REicEpTovarsNo:T. II glik iir■11■11111■1, 00 P. All r 0 2 A1.2 V . - r gp r SLOPE § ______,.... 0 -a° SLOPE 0 ‘.... Am i\-/ / •• • § § FD i § 5 5 5 5 5 3.7.F.)0NICAL CMU WALL CAP I ,r 9pr I I I 4111.2 i 5 5 w - / § a. 5 /\/ 0 __, 5 4 - § cn N / EXPOSED CMU WALL § N ' /..40,7•"*. § I C - ./ 1 § / § § - _ § § / 2x P.T.WALL § 5 \ 4 0 PROTECTION PLATE r r 4rAdmarl ( p a 7/ • o I _ ( i I A\ GATES TO OPEN 105° 4 <7 . $11 04116:66.... Ilk BOLT TO BLOCK WALL PER STRUCTURAL DRAWINGS PERMIT REVIEW SET AI A1.2 Al 11P '411111111M11.! AL TRASH/RECYCLING ENCLOSURE PLAN 4 A1.2 1/2"= 1'4 A1.2 1 1 11'.-0 1/2" BRICK TIES ainin ,.. 1 r pi I i I 1 i i BRICK VENEER --\ , 1 1 1 L 1 1 1 1 1 1 1 1 I 1 II 1 1 1 1 , 1 1 r 1 1 I i 1 1 1 1 1 1 1 . II .,.., 1 , 1 1 I FABRICATED METAL GATES 1 I I 1 /\/ 1 Oil ___I. 1 I .. -•' ----------- i 1 1 i wW:TRHE ml"EGsAHLVANIZED WELDED I I DARTMOUTH SQUARE I I I I I I I I I I Al.2 3"= 1'-0" II 1 Ark OFFICE BUILDING BUMPER PLATE DETAIL I 1 I 1 ° 1 I I II I BRICK COVERED I I I I 1 I I BD -r--/- CMU WALL I I I 1 1 I I AV EXPOSED CMU WALL , ,,,,,,_ „,,, ,,,,, ,, ‘ 4,,' ',. ,..„.:,4•4,... T., I I I I 1 I 1 AI I I I ilii . BRICK SCREEN WALL I II I I I I 1 I I , 1 I I I I I I FLASHING I I I , 4 , , I I , i , , - - I I I „ , I , , , , , , 1,-,1,9:3:5Rs:v:, oiith97tv:.- _. I I , , , . WEEP HOLES AT 32"0.C. I I I I I I 1 9 , I 'll I I I I -',,c--- STEM WALL, FOOTING AND SLAB Ark TRASH ENCLOSURE FRONT AND SIDE ELEVATIONS All00111 1..0 ,,,„7„,,,i,„,„_.„.,":„2•S ,,-- '.:.,'1':,E',, 1Y:,:.',;.A. ,-, ,........... ., ... - ., ,. . .. . •..,,, ",,,,,,,,.. on .,..,."-,• .,.... ,„ . „,,, . ,,,,,,,,...... .'" - , '• ...".,...t,.... . ,.„.„ ,•,...,...... ,,,.. „,,,,, ,,.'„,, •-='-.v." • ' " ,4" . ...'-,,.......,..,. A1.2 1/2"= 110" - - - MO Add , ,, -,,,,, , , ,-,,,,, , , , . -— — . ,., , .,,,,, .,,,. ' --'" '.''''- . . ,. , ,... / 4 . 1 4191 I.:Qiel '"Illf ''' : :-' " !I34. ; i ' i :%■,. . < ' .>'' '," , .• . ' 0 • . . ' . r ', , . . 4--] , .. f..... ...... ...... N ZA IA . • I . I = I 1 • . . /3 . . • . r----. -1 • • . • f•I ; i : - % 4 % 4 < • . .. - , , , ...... • ,„„7,.....- ,, , ..,,,,„„ , . . •.,,,„,,,,,,...m. '''''---:,,,,'._,. '' .1,--''''':''-'-.-' • • k §, ill ==r k % = ■ . • • = 111 0 0 111.1111111111.1. MIIIIIIIIIOIIIIII 111111 = • . • < REVISIONS allil . . — e. 0 M00.---- P.T. REFUSE CONTAINER BUMPER- MI A 10/10/06 ,..- . •, 1 — $ WM ■•••••- 1- 1- 1- 1- 1. —.......... r,ilir — PREURNIMCOETNETRIN,Uv0FyUSHTA.TWEINTHCLCOOSNURE 0 ■ = CONTAINER 4 . .15 I E=. ' $1"•■•••""""."--- $:19: : PROVIDER . /3 A 10/31/06 I :: .$1 q t ,---■ . .a , ;1 • = I '=' ‘ ' 0 ,== 0 % , i- I " : — 5 = $ A1.2 = $ i '11 === 41 % = 0 0 • ZS == i t ; k . I , . . cx. — i $ , ■ t- • . . I .=:, 0, i ; I= . . < . - It , , .=. . 13 MP: STEVE PEARSON c) 6 — • 0 .!. k ..= • . $ 0. . o A1.2 IF '== /3 I v = 011 , , 0= . zi PA: BRIAN FREY cm .........oi — 4. ..„ 1. ■ c=1 C ; \ • , JOB NO:053570 :0 / — 11111 \ k ki,== . . < ' 5 LI in i = $ t . . 47 • DATE: 07.13.06 8 1 — . . . . . FILE:053570A1.2TRASH.dwg 0 i . . E e2 9 co ii15 I < .. . cr ‘-- 1 4 <1 • • in ...- . • ; , i A -E co = 0 \ I 0 ' 0 Eg 01 .... .....0" Al . -2 .. . . CO gct ° cl oj 0 TRASH ENCLOSURE SECTION 6 A1.2 W3W=A1,..0L. TRASH L BASE DETAIL 0 •• co zi V LO es 0 A1.2 1/2"= 11-0" "s"-1 ENCLOSURE 6 I- 8 .it5 °Jo ii DETAILS ED. ti i X C I . GROUP • r • Ii l t • • t a 700 81N TSyl.r$s $ 400 PortWad,Oregon 97205 t A08�•.,•000 f1103.2311.7600 www•mylrr•roup.00m r I 1 1 9 J I I I 1 i 1 I /� 1 1 1 I 1 I I-- kD 111 , T T -4 r T T 1 I— --1 r -r -r T -r , I--T T -a % r I I I II I I II I1 I I I I I I I I r I LH I I I I 11 I I I I 1 1 I i �'i `� I I I I I i t I I I I 1 I I I , M RSON 1---t y -i t 7---t y ------------1111-4 t -. -t 2---t 2 I- "t y---y ►.ty 1--.3 I I I I I I I I I I . �j •�� • I I I I I T T _1 r T T , 1- —1 r ,— -r -r- -i- , 1-—T T -+ RT /• !'' i I I I I I I I I I i I I I I I I I I ,� �(''� I I I I I 1 i i i 1 i I I I 1 1 1 1 1 1 I OF-t I I I I A I 1 I I I I I�j © I T .r—"1 r T T -__'-lL J-lT ��,�� ::�.�'T"T T T , I SW 70TH I 1 i t I I I 1 I I I 1 I 248'-6" AVENUE T.O. RAILING= , T.O. RAILING= • T.O. RAILING= I I I I I 1 I '--'I""÷, :∎:, 'f'--'s 1 i I 1 I I • T.O. WALL+48" • T.O. WALL+48" T.O. WALL+48" ,----- • i I - I I i i i lb.: MC' i a i I i r-� 243'-5" T TM H T.O. RAILING= (IIIIIIIII 1111111111111111 i1(IIIIIIIIIIIIIIIIIIIII III�II IIIIIIIIIII 8811111111111881881{Illllillllll �� t --t y =+�.-- I __.�__.� t y 1881I88II8Ni881 111111111111IIN111111111111111111111100111IIIII 111811 IIIIIIIIIIIIIIIII II•.IL..II ` ' • ,� . III IIIIIIIII m11181188111mlllll Illlllumlllll' lIIIIIIIIIIIIIIIIIIII I , ,..,: vt� y I IHE PRIOR WRfTTEN • + loll 118 IIII III IIII IIIIIIIII IIIIIIIIIII�IIIIIIII!(IIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIII _—_ _ 2381-6" r,r., •,a mitt�•• IFCLBiV•i'•'•'-""•'11 J11311II11 I I. I ( I... I:IIII/,! 111_1.. 4W.4.a.Y„•L...i - 111.1 f — •.e,.•.•.•••••-••:1Y:tti:7iLt:f7iLiY`I.aILvtiS111 L57AI YllJt1111 Af1.4W1AWL:—_ .11—_ .111—_ .■_ _ _ _11_,1_1—._..ter. EE_EE.E.EE■ T.O. WALL 1.61:,y:,1151 f.,ff�f•ff•f.��•1 r 1 237'-0" 1111.. EL. =232'-9" '�� E�EI • I I I EEEEEEEEELEEEEE I _ E E_ E�.�EEEE.,. _ �� _ 1� "'-' . __ 232'-10"S�S.7fi1iY4Y�Y!!S►tl..Y:frlFl.l1�'.�.t':—s_ ti'.,D� Es I: ��EEEEEEE■ET•= - ..:ate 2291611 T.O. WALL - • -2261-6"= 1_ " EEEEEEEEEE��■!�!EE�E .______— =___ ULTRA-BLOCK WALL- "Wail.IIIII DESIGN BUILD 1 SOUTH ELEVATION (S.W. DARTMOUTH ST.) • 1/16" = 11-0" 14 i 4 J IV& ! ' \ T.O. RAILING= • T.O. WALL+48" 4 .... ...:,::.:..,..... .`,.:.: ._.;............,-.. ::.,„7,,77,,,:,7,77,1.. , ..1..1... .....�............. ..-. ... ,.. ....�...a...��":••..�. .1,1•11 • .1..' i.s 1..,., �:...,r-......::,:.'..'...1,.11:u1,I I,.oL,iIi.i:u! 1 1W I 1n!I!iiiiIuSlll1i 1 1!.a m11,1 1 1 1n1 g 1,iIi,iiI.Ih f.I1,1,1 II II IIII.a,.,. 1.IIIIIIII I III l III L111L.■1 111.11!�1 d„.t♦. „. i1111,1 111111 II I I 1,.-...I,•.etsIIIII IIIIIIIIIIII. II,III IIIIIIIII IIIIIIIIIII -1111111111111I 1 E11111.1.rt1:1 IIIIIIIE IIIIIIIt, IIIIIIIIIEI(IIIIIIIIIIIII IIIIIIIII II III-_EIILIIIIII III II I�l ,I11;I5N T.O. RAILING A=I2L3IN2 G,_9= llllI III T.O. WALL 4-48 1 !!:1:11!!:I I1IhIIII IIIIII IIIIl I IIIIIIIIS1I(tIIII 1 T.O. WALL • 4 :".;r ;,;,y..;yrx.,,.:,,i._,„111,.-..., .,,. .•.,,....,.v,�.:..-. -7-•v +a 11111;_:.:„:1".��r,1:)•.l.•,.: �,;;f 4 .•��4EEEEEEEE-E.E._— . ■E�Wa∎∎■, •••.. T.O. WALL L —ilial- EL. = -226'-6' E' - 81_0” °If dr Q RAIL PERMIT 2 WEST SITE ELEVATION • •= �, _ - 4%. r A1.3 1/16” = 1'-0" e- -.. 1.- �` PICKET REVIEW SET / , d- °° / 2"O POST T.O. RAILING= T.O. WALL+48° n �— - - - - _ - m 1 fumes r 1 1 ` 8---1.: .(- - - - - - - - - - - - - - - _ - - T.O. WALL - N 3 3/4 � • . ® IIIIIII111 X11 11■II11�,1111111111111111111111111111111111111111111111■11111111111111111 I■1111{111111 111111111 _ _ _ _ _ T.O. WALL N li '. d. d - - - - - - - - - - - "'"'1.al,>_a - - E_ _� �. _EE_E.E.� EL. =2521-4" • .11 ,. -s. ---3.----...--1.--...."11M----7-M110111,....1711 41h.. imi.....mlim aim —■�II_ELIEi".----- 3 NORTH SITE ELEVATION (PROPOSED PARKING LOT) 7 SITE FENCE DETAIL DARTMOUTH SQUARE A1.3 1/16" = 11-0" A1.3 3/8" = 11.011 OFFICE BUILDING T.O. RAILING= 4 A _- — - 111111 IIIIIIIIIIIIIII11111111111IIIIIIII 11■■11; T.O. WALL+4811/� iiiiillil IIIMIMI 1■■111 """" 1°°°- _rr.r._._•__.... 111_1__._1_1.11.____.. E.E.E.Ii�.■.■ T.O. RAILING= _ _ IIIIIIIII 111111III1_I!I 1111,111101�,,, ��_� T.O. WALL+48" ' 46 T.O. WALL _ _ (II{IIIIIII 11111 I�Ii111IIIlIII■Iililllll II■IIII/■IIV.II!!l�IlllII!lll Il�il�llllllllllllltllllllllll IIN11111IH!IIllli111111� � - �� 11935 SW 7�t AVE. EL. =2521-4" � � 1111 — _ ��I111C==..==.EC __ TIGARD,°7 97225 A ---------- --- __.._____ ------ dilio 4 SOUTH SITE ELEVATION (PROPOSED PARKING LOT) A1.3 1/16" = 1'-0" ,,; tl If 4 l J� ( i I I I I I I I I i - I I I I I i I 1 I I i 1 1 I I 1 1 1 1 1 I i �_ �• T.O. RAILING= �� °t --c -°c -� 48" , . •._,_—_._.........__ I _..,._. 111_1.., ,y � �T.O. WALL+48 (111�in 1,11111IIIIIIIIIIIIIIIIIIIIIIIII�II 11�1111111111111II _ --_ -- _ _ T.O. RAILING= _ I I 1 _�--r ->I r -1-I--r -) r -1 -1 1�1..—� .�►�w11 . T.O. WALL+48" 1 I I I I 1 I■��IIIINI111111118 �IIIIIIII IIIIIIIIiIII 1 I I I I ��1!�EEEEE� �' �, T.O. RAILING _ _ _ _ _ 111111111111111 —I i I i i i i i REVISIONS �`rM`�E.E��,� i T.O. WALL+48 E�eEEEEEEE •_ T.O. SLAB T.O. WALL - _ I111111II111111111111111111111111111111111111111 IIII■1111111111■1111111111111111111i1111111111111111111111!11111 °c --c -i--c --c --, _ i11�4IIW�/1�..111+++,I+w....lIIw.II+.1111�w alautaIIyr�uII•r,�Iw-.I.Iw1+11+. ,.,+aa+-�++++ EL. =252'-0" • EL. =252'-4" I`.;®.; .�� _�.�l�E�iii.i�.E.EE I 1 1 10/10/06 I�r`■/�i�-E-` �� E�� r I i , i--r -1 r -I --I- .--_-:.=I 17-EEC__________• I I I I I II I I I I I :,...- ,NI 11111111.111 an ma NEN1111111111111 Q 240'-11" .�E - -- - - - 1 I - - -i �� 238'-0" T to . 5 WEST SITE ELEVATION (PROPOSED PARKING LOT) 6 WEST SITE ELEVATION (PROPOSED PARKING LOT) w DA F 11\E.1 A1.3 1/16" = 11-0" A1.3 1/16" = 1'-0" 229'-6" .S.W. 0 0 MP: STEVE PEARSON c PA: BRIAN FREY m a, JOB NO:053570 U 0 o DATE: 07.13.06 as fl M FILE:053570 A1.3 Site Elevations.dw 5 X18 O OE 'A c\I tz- c 0 Q N A1 . 3 O Y 3 N. O o r. o , .L--'SITE w ELEVATIONS cn X 0 . ....,,97203 M Y.11 R. 5,itGe R. 0 U P t 503.236.8030 f 503 KEY NOTES r.,--0,....., CONCRETE 1,I ocIE CNF CHI RARSNETTI CFEAL ELONSOCHRAAPOINT CEILING SFET DF FROM A B 0 V E $0D AP02,. SERVICE ENTRY `'(../ . A.AN' .,■,_,A ED IN s'''''', TE . PE ON APPROVAL f ,d , • • C) PTsEEuRNBAmmNIITTTT SEEDPuANRADETRIOsNEWpARAALLSTETO BE NRTLA , 6- , .. ,f2) WRITTEN TRWOUIDuc ' OF © RE GROUP ARCHITECTS OF 0 0 411) 0 4 0 1 A4.1 6 • AI A4.1 8 9 9.7 10 0 Th°,:TTO:TEHBSREETE my4ISERtreekE PRISuoictli1714i°0°upPattirran.:14hrelimul""n PNGSARCTITECTHTSE=PR,DOEPRAREERLY NOT ARCHITECTS. I I I I I I 6 11-6"--1 "--1 E? a - 1 NI I- I----- --I _ A \ L \\ __.\ 31-1----- ...._ — _ ____ _ ,- . __-- \-- \ • ........._,,......____ 1 ---- • _ ,„,. - - iiiilq ii , . ...- I r r .— .c.,, C6 T - - ..--..-_ J. ) f—f---(----'°/ C6 T 77.c2...:7...-----v--. B zit? ;- Eo 0 N I S N I S STAIR 01 I .--1 .1111,.!::: i.11:11211111. ill II FD •a:: ....--,io :, „ ., FD • N _ .. I I -- ..- :. ....: ii :—. MEN 7..)- (C::)U.--A \ . \ 9 - I Ilmiunim1111111111111111,„111.01:6m1111111 Hi - - I Mal I :11 WOMEN : 1071 I ----(_.- -/ zo — IIIIIIIIIIIII A4.1 i , AIL Ali I 108 el ::! :, t-.) \ tf.....) t-t . 0 ci, iiii .. .) Cr) I A5. A 5.1 - --- .--- I MIMI 11111 I I I UP 1: . . .: ,. -," ............. .. I I , PERMIT . ___ ___, .. _. -i__\ ..„...,.„...... •...... : .. 1 - As A I - — ,:-.: ( 108A) 107A • - 7A 1 1 REVIEW SET B.5 — Ns- NI% \ r— L-to OFFICE SUITE ELEVATOR ...], -,... ME I ri? 6). 101 R01100M 1 11 *.•-. ....... -- - I PI?! °F"D...".72 til:-.-: tilt kr--- I L E, I -- I ..,..-: ( 110A A IA /III A11.1 L., R01005 ill /105A ___ 1, 1 ,..,....,3 ' to Nt■ _ f.... 0 / 61-2" je 'I I :.•: ............. -"," ,.,......... rtfttlIftttlIttl., 1 106 1 B.7 -Ns- A6 A I-.0" -.-., .----- ..- 11 ..- •m...- —,--i — —DB ..._. ___ 1 .. I il .- . .-- .... 1 C) A6.1 F.•.F. 16, ,--- X 1 2ND FLOOR ABOVE I ,,,,,,,,....,....,.............., ( 101A) I .F:-.] ELEVATOR ,_ !ct b ,v.7.7,7,-..,.7.7.,..........". A6 A I i] --171/ /1 Imm...11111:1111 ...* I 109A) =.2 ...(cl CORRIDOR ■...._NI _ _____.1 ks N C - E01 F.- tct'.. 109 I ( 1006) I lb ---)-- r. 1- _ - A rl-t LI ...1 `-r--- E. .. LE.i b \__ .., Cil mos ii“...."?."...w...,..,:: F 5, up F.Hr_ 1 •- FO. . - F.O.F. 6K F.O.F. •.,..7.-...=.7.......-7...-_,-.-.7.7.-.7.-.. !„!..11111 b.. (E01A) I Eel A 112 - -- HALLWAY t? n tg? cle N. I- A6 A ii .1.11111111.." 1[___ - -.1,11 I: I :: =Er E 7_ .1? Do il I 0 -6, F.•.F. lb : MIMI! II__ _ --I:„..-. IIII•111 lb 11■...... F.O.F. 0 C 6 T '19 r I I A6 A P., 1111111111111w _____ ___I il I MB En MB ----1-- i__ _l_____ DARTMOUTH oFFicE B u 1 SQUARE L D ING ,... 00'1 4 it- - H il I ( 102A) L , 104A) _ Ell) ,4 I ■ I FE :: - -IF . STAIR ii 1 C.4 NJ 1/4,..0 El) 02 . i I (IN1/4- -----':T__‘ Wr ........... _ Ii I I I I [ ------- -_11-119:3-A51aRSDW' O70R' t,h'97.fiAL12',L,:i'E3_•::: \-- \ \ Eli OFFICE SUITE (ill) d .rts■ ,-..- ....- 1 6T N I E ■11111 A5.2 OFFICE SUITE 102 C) 104 w u.: u:: I 5'-0" I d 0 f7 I I u: CLEAR LiC II I?P- 11s. . 4 . A ...,, 1 11-3" V-3" , D zis 7 ( 100A) I r71 1 ------- r Ni 4) 4 1 _.. ..,„, II . . 4011 MIL 0 \--- \ I\-- 9 EN \ \ A (9 I am __0 • , •IIT air.1■11/MINIIIIIIIIIM ... A . Mil J1111111111111111111111111111111111111M111111.1111111111111111111111111111111111111111111111111111111111.111111111111111111111111/- A 1 0 0 - iir IIIIII III • lir"61 I 21-3" ,,,••11=1111 11 INTA • I•IIIPA 117 ...NMI 2'-3"• 1111r, Il'-9" ,,,m., m m t * r.......2.43- 7-0" 1 11-• ,i 12 1 A4.5 11-9"-- 11-9"1 A4.5 CANOPY 11-6"‘,if 1 / I I dle 1T-3" 9" ■■■ EQ. . EQ'll. SEE 1/A8.1 ABOVE SEE 1/A7.5 12'-3" 1- 210" 251-0" 17'-0" 71-6" , I/ 25'-0" ,, ,25'-0" 20"--i 15'-2" 91-4" 0 251-0" 251-0" 251-0" dif REVISIONS --/-17, , 203'-0" 'F AA 1100;3101;0066 :-..- c a) L = 0 (DI > ■V 1 FIRST FLOOR PLAN o A2.1 1/8"= l'-O" -(0 c i 25 0 PA: ST SB TREI AVNE FP:yRS 0 N m NI- JOB NO:053570 co c :0 = 8 C.3 DATE:0:50375.710A2.i 306 E2 0 0 E E > 7 ali _First Floor.dwg 2 cr) lg ‘s= ((I" . 0 A2 a 11 , E , , , , 0 . , 8 co ..0 — .. Lo 0 0 0 o Fa_ Is FIRSPTLAFLNOOR ,,,.• a- 11) to' iii X 0 • YHRE . GROUP architects 700 Taylor Street.Suite 400 Portland,Oregon 97205 KEY NOTES t .236.6000 P 503.236.7500 werw.mytiregroup.com 0 MECHANICAL SHAFT FROM ROOF. (3) DASHED TENANT SEPARATION C,..) ./ V•11 44)(1:41;fr \-f-i" WALLS TO BE SUBMITTED UNDER , SEPARATE T.I.PERMIT. ---i " (3) MAILBOXES, FOLLOW • SON 0-3 v--d- MANUFACTURER'S et / fr RECOMMENDATIONS FOR • . • " INSTALLATION. PORTL c, 0 ,o2 19)L OF 0•Viet3."' -- -"/ '.- 0 0 (ID 0 4 0 1 A4.1 6 0 go, A4.1 8 9 9.7 10 • oWITH T(DT OHF EM YHI SSR EEE R EmRDGTE:AGHRPHR:ORRW IOUEUDPNP REPRODUCED RDCA fill l:v vuCTSIET TNI MANNER,NNRNA ARCHITECTS. APPROVAL E,HRF,E1)CTR ECO VCNE:sOPFA IT. 121-3" or EQ. Ae' EQ. ,i. EQ. ,ar EQ. . 9'-0" , it, 8'-9" 12'-3" ir 12'-3" ,or I _1'-6" di , 1.-6" 'I 4r1 1 / r-z-on 2.-r 1( 1'-6"-,dr 1' 6" 1 l'-91--- ri.-9" 9" 1 ,-V-9" l'-3"---liolel 76" 1I-9"--1 El 1-9" 2'-3"--i 4 71-0" 2'-o.--1 r-- T-0. dr I 6"7 r---1 1-9" 21-01-1 , fr----9" f/2\ Y/)II/ / 1 1* ):1fr)/ / )''//I I /')/ ), CANOPY A7.6 ABOVE III i III E? 0 1 SEE 5/A7.5 -.... )40, NE? MI . dEr--- e 0 I \ Ei, NJ 8 0 -, 1 4 i ,...... ........... 0 11: •, 1,4 -I _.,/11111•1111111Wil■IL ILI 0 4 ii 4-rt A \ EL\-- -..\ 1 [--- •• •• I 0 1 1 il I INN& ------ it'' L =i--.• II: 4 1 @ _ i _ - - -E=V-- \-- \--- II la j •• •• ____ _ __I=Er=1. - - _ L.4,, ::'.: 1 i : u :: 1.`.? ty) l / t ) 1UP lair ittpA A 6 A - - _1 ...... ..... I .,:_i. up B /II illik all D 3 . A7.6 -ryp. A7.6 Typ. A7.6 TYP. B I 141,,,......,., ,,,..,, IMECH/EL: ,i,li...i.11..... el ..1 10 /II - - _ . - - . .. . _ . . .. .- . i . . - - - - - - - - . . . ,---a? \ w /II ----------[ \ b Nk I I \ ill r] I Ez. A IT- .1...:...::....., 411\1 ,1111111111111111 1.1111111111111 1] -Co I "!. I -- ::I A4.1 A11.1 ,i■-• C - ei A 6A LLI zy) I I . N El '.-iimmii. ii 1 -L,,,, CA-aBBY21\ :mow= ii 1 :-. , .. ..,.- -..-..-- .. FD D Li, I: F D I 4 5 il 1111 : -...- -: -I- - - ::::11MME111 :.:J I .....,, B.5 \- \ \ :: I ii,:imilin I 14)-1 \---. -It. PERMIT I-i11.1.0 :: 200 41 :4-ili7 7 1--\ ,„„„,,,„„ :: 210A 1-...r .il REVIEW SET / 11111111 1 . iirDN111111 lim.v if.7,7.71............_,S.'%II; I Zy dui "--;----O2OM8E: OFFICE SUITE r (207B) • M 'Zi d . OFFICE SUITE j 201 1 I A5.1 I ,200B11 A01 STAIR 11 NV 1.1.w209A) .. 209 G r15" ID 4;• • II 1 207 1 - \- -en LU a ...... ,..., e ••••••••••••••Ai . III 111 B.7 - \___ -), _ Eahl..„ . ii...."'"_""" i r :: STAIR Ii...1: I ..1. : STAIR 4-9" imMill _.....111/4_ illik A6A .. III ::: I \ / ii 7,,,,,,,,,,, ,,,,,,....w.7.7.....„,,,,,,,........,,,,,..,,,.... .h.....9F , MEN -11:!.. !..., 1 ......- 1 A61 , .. I H li A03 :111 .„.107C111111 ....41.4 . (0 N 1E1 siiik D : (:), (207A) :E. ma ■ D 6A 1111111111111111, .__ u. (201A> A7.6 wit N C 1 Lk:KA- 0'. STOR 1 212AI 11 212 ■ li illr________==___________k_, :.,:„,.......,.... E. ,... ... En I E01By I "11.444444" ii 111111111117.:.,,.,,, \ \ NO 1 IIIIIIII ■ .. . 7 I-N ' A02 NMI 1 Co E01 j 11E31 f 1 :1........,..„„7-. - 11111111111 L---.N aw! 1 F.O.F. F.O.F , .7:11 .7.7::::::::::...•...44 4.a 4 4 4 4 4 4..4. • 4 4 1.... El= - _ ..... rill ....114.. i: ____ 111111 ...J.11-- _ I -0 - - 8 i - NI r r- \ c) _ 0 Lo, ..., \ I ....._ II.. I ii." lig_mpijil HALL E? ce f9 -167 EQ. 11P31111- / 51-0" / 111-2" 1°C-D /..... ...0 71-6" /4 A6 A (206B) ET\ I I:: monl Immo 1 1 ii mum immi:: 1 81-2" ALIGN A5.5 12 =MI! 1111111110111:: to ,..,C1-: 211 in --I ;:t --1 p ,,........ ...... A7.6 sim. ...:.?.. . ,I, I o 0 N1C isa‘e '-',: MIME 1.1•1:: ';'-- i... ,..All .., Ar I A5.2 I :: =MEI 111111111111ii• ...._..... . ....i:. A. .......... I ii =NE mi.i i: -.1 ...........r -L,.......... F.O.F. F.O.F. N-- DARTMOUTH SQUARE k i:Immo! Immit:-.. 1 --\-- " /Ilk ik EQ. ,le EQ. ,I, 1 1 I i= OFFICE BUILDING in I ::.“Plli''I._.... I--P 7Ie EQ. dk EQ. I /1111 I 0 A7.6 Typ. T-- NIS . 'Ill.\1111111111 ii 1.101111111111, A 6 A ii iii <206A)iii iii ii Ii A11.1 CIO 0 . il 111111111k 1 I ii . t.i i (202A) L ___ • (3, w C.4 iN d .. .. - A .. - C\-- ---7--1 'ENC. 1.___N - - I I ^.. I I • _E--s‘ b;) ,- 16T N I E Typ. A5.2 OFFICE SUITE OFFICE SUITE C r) ...-- d ,,,, 1T119G3A..,5iR:7070Rth,97ik.2v2_ E3.::, ._,.. 206 d 202 C) 0 0 0 Lu Lii I I I - zo 1■ . ,-. Allik . , ., D E . A7.6 Typ. A 1 6T N E Typ. NI ... , , ,„., ., NI L -Tr . _- I " \--- L\ I- I 1 _ al "••••Illor I "---- -T I I I I 1 1 I MEN I 1 MEM a i 1 \-- \ F\-- i-e r_.\ I _a LI - 111111111101111 MIL -- i I. I 1"6"-1 SI) \ - . 3 L-- • • • 411V ' -...1 H il H 2 lb= I f Ni \ i 1 11-6" • 0 <', ' • • + .... A A 74-v- 1.-6" Z-0" 21-0" 111 9 1 12 1 ,i,2'-3 =MO r--2'-3" 11-99 2'-0" 11111111111. 2'-0" 11-99 91-1 r--21-0" 2-0 F-11 6" ‘ 1 A4.5 /I/I/ l'-9"--i 11'-9"4 A140.5 I( / /// 1/ or/ 7If 13'-3" I )1- "I --# EQ. J, EQN.4 A 1/ EQ. / EQ. A 7i 1Z-3" / 12'-6" A / 1 2i-3" A / 131-3" 01/ r- - - / / / :::------' :-1,- ---",-- . , . . , . . . , 15'-2" 9'-4" 25'-0" 25'-0" / /25'-0" 25'-0" /25'-0" 25'-0" 1T- / 0" 71 2' 0" -6" / I/ 74-17/ I;f / 'I/ 203'40 di/ REVISIONS A 10/10/06 tr.:a o 1 SECOND FLOOR PLAN A 10/31/06 t 3 01 A2.2 1/8"= l'-O" o > CI 44 g .1 O A 5t. w 'reo A e c 0 0 0 f). MP: STEVE PEARSON .° O cn co PA: BRIAN FREY :,:. r; _ '5 Lu JOB NO:053570 co .K a) 6 DATE: 07.13.06 g 2-41 c' FILE:053570_A2.2_Second Floor.dwg 2 g 0 o •- .c ' , = x 8 O 0 E g CNI "C X ...... A2 • 2 a CV 0 0 -16 07; co 3 13 Lf) 0) 02 SECOND FLOOR ris° I-P -24- PLAN s .o °,,-, er, 6 x 0 architects MYHRE . GROUP KEYNOTES 7t°°S.W236T.7070Street'f 503S.2te.746f0 Pcdwww'and.m.yhOregre:n 94.112°5 0 MECHANICAL SHAFT FROM ROOF. r",;' DASHED TENANT SEPARATION I--) 114)Q$fr \Z-1- WALLS TO BE SUBMITTED UNDER SEPARATE T.I. PERMIT. A.TE A . P 'SON Ite IF o---3 P7 4 y le ./' * P•RTL `1, OR 1,> -e OF 6c)- ©MYHFtE GROUP ARCHITECTS TO BE REPRODUCED IN ANY MANNER,EXCEPT mT Hy HE SR EE DGR AR OW Ith.N 0 ARCHITECTS S WITH THE PRIOR WRITTEN APPROVAL AND ARE NOT OF MYHRE GROUP ARCHITECTS. 0 0 4I1) 0 4 0 1 A4.1 6 0 Ark 8 9 9.7 10 0 A4.1 ARETHE 1 12'-3" , or EQ. ., EQ. _.,, EQ. EQ. ii______ , 9'-0" EQ. EQ. ot 11-6"--1 12'-3" 1 ir I 11---1'-6" I 1 1'-6" i )4 A 2'-3" gu.-1 r---1'-9" 11-3"--1)fri 76" 11-95 11-9"--1 r- l'-9"—i r11-9" 1'-6" I I r9" 1.-9"--1 El'-9" 21-3"--1 7'-0" I- f 2'-0"--i ,_ I/ )i / )' )' 7i / 74 /1/ I)' ok//I )1 )• A41 I I • • 4. iv h.-NV Eil . . - - 1.1•111■ ' 1 1 ° NI 111110111", 0 EN LI\ 8 11 4 • ... a- ti i 1 i \ A \ Ls- ..\------ a 1--- : 11 1 , 1 all Ei ._ 1 0 , .,„ , , ,___ _,____._ / Iiii , ____ : ........ . ------ - \ \ , , , , y, , / HA6A 1 S I I ° B _ . \ , CD Nk =. I _. .... ___ _ . . A6 A \ / , .. . . 3 ib _ .- _ •1 := i I. - - .:-,] 1 A4.1 N El LOBB))) ' , .. i- ,.: : k": : -- I _ . - -• - I - - . El) C3) _ d d I - ' FD [I I LLI :En ErA N 310 I i"; 1 STOR :: _ ilirt: Iso \--- --\-- PERMIT ....L.\ / ' \ - . - .. . ... _, : ......, : f I EIG B.5 \- \ \ ft : . iiii OA ii ...... . _ . _ . .. - . I NS" / \ OMNI 4 ii 0 REVIEW SET [---\ :. MEN : - d ammo . ii I w a / °MT 309 a ii ii e --:: i— WOMEN Ei in III / A5.1 I E. OFFICE SUITE (307B) . . OFFICE SUITE 13011 ..— --------- M= 1 'il I 309AN Illi ii 1 308 11 I . I 307 I •••• ""■■■•■•• ...... .............".....a."........ "••••• ... ".." NV B7 \-- .---) _ . .4 DN I 1111".::.11.:.E.. „„,„....,. ,,,,c; a E) I:Arm.... toi:I .i. _ : A6.1 . . . . 1 .. .- . .- VIM .,. .- ... .- .. I i.pir_ i I — — ELEV A6- L D6 A - ■ / : ...a.v.- - A....-.. i ■ ./ - - I ii - AIR a _ _ 1 111111111■11111111111111111111111 I ............ .....■ ah. 1 X - i al 0 ;._ D 6A A6 A (307A) i i A03 —--i—:,,:, i----, tr? * _ a) N El 1 El . . 11 I !st ,,,..„."".. .. ... ......... . .„.„„,,,,,,,,,,........„........... ......_sk_ (301A) LOBBY I :: - L.\ 1_ \ zz ii STAIR 4:9—fc" I ' , 0 . i., . N C - •N mi ti) rth re"? / ■ F. i _10111111 :: - L\ .-:-.: A _ 300 ,,,===.7,........,...7...- _ — -.,_--___—. .......----... ............................ ..,.-.-., u — u — — NII r■ 0 b Ns._ \ . ,, ._______ il F.O.F. F * 5'-0" 10a-8" 0 (306:) 11 eo •min• _ _ _______ 1 1 ,i ' A •R E01Ci I — )- 3 T-6" 81-0" Ei) N. HALL A6 A b -Z io - A6 A A5.2 N 1 Alm mil= 1 9.-0. 1 :i EN Hilmt_ I ;It° cl'ilL 1 WI in --I s III A5.5 11111111 N I C Ei) ii .... 1•••1 311 N I C 0 F.O.F. -6, Iii mwr...1 1=1E14 — — -- F.O.F. ii "'ram 1•11•11 -1F Ir C- DARTMOUTH SQUARE D :. — imm, N- L EQ. /if EQ. ,r I A6 A I . 1 • I, EQ. ,f, E Q. ,jr I . _ OFFICE BUILDING Co I il ,1111111111 Ili I 7r 1 I N I C I .5)1>-CL /I ..-- i- T.". '' _ •ii,..1.11111,1 1 ii I imIliall MEM' <306A) . C.4 El; NI d III En • * (302A) 1 1 ii ii ii li li I ii ii ii--1---- --L ..., .6.) T...._\ d (---Nv 1 I I LI\ ,..4 _......... _ \-- \ .... I lr— . . F-S• . EN 6-, . 4,.... 1 6 T N I E A5.2 OFFICE SUITE (i) 11 0 OFFICE SUITE 306 k .....- d w 11935 SW 70th AVE. TIGARD, OR 97223 g — 302 0 ...-, 0 u.i 11 I I I I — io NI% . 11 . . jatA II D EF.. IIII INININIO N I • , ,, - '''',' - - '-';' it:,,,', z, • r4-1 • • .... I , ----- , . 0 \- \ r"--\- E? iN L\ r \ I -s■ —11 0 -- omoommi., -- . mai Z-0" 1111 16" 0 11-9"--, 1 I-11 1 A 1 1...9"A 10 • • i 40 - - 1 a 0 a 1 0 0 • 1 1-6"--1 b.. 74.74- 1— • -1 ; .E\ co _a . , . . .„, ..., .. . . , ... . ,,,..... , ,.... _ 2'-0"—i ----11-6" 21-0" 11-9" 9t-i r-2-0" 21-3" 21-3" 1'-9" 2'-0" ism= 11-6"—i 2'-0" 9 4 A1425 1 • .-- 1 A4.5 --- 1-- /// 1/ / 14e1/ /1,r / ir / / / / / 131-3" Jr , .._ , .....- - .......--- , . ........„,, 71/ I 131-3" -■ . EQ. I EQ'411. EQ. / EQ. 1 A 17-3" / 1Z-6" A 17-3" r---2'-0" , . 7-05-1 15'-2" Jr 9'4" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 17'-0" 7'-6" / / / / / / / / / I/ Jr ,1/ 203'-0" REVISIONS - A 10/10/06 1 .,‹.. THIRD FLOOR PLAN A 10/31/06 = 0 1 A2.3 1/8"= l'-O" e > c t cc < (.9 — A 0 1"0 •c gi Ei c r MP: STEVE PEARSON i 0 0 = 0 0. ° 0 PA: BRIAN FREY T SI JOB NO:053570 3 co '5 III CO 4 O 8 DATE: 07.13.06 g "TDS cl FILE:053570_A2.3_Third Floor.dwg 2 co co 8 = .. 0- 8 — U) 0 '.-- x 8 0 E St CV A23 3 N.t x .... as Nr. 0 cl CV 0 0 t c7)- - 0 THIRD FLOOR Jo .- cf, 3 -0 Lo 0 0 o E. ...- irnit PLAN ai I— 2 0 ,.,: 0- o .., a) % Cf) X in archit • ota OW*400 Palkmd° Acorn 700Mt 6038ivorH fR.E.7....G:t O: KEMECHANICAL ECHNANOICATLESCSREE (0Yil) ARC r..;co(11) ROOF AANI cCEAsLsUL LOCATION ACI TTAc:YHNI 6OTHERS. BNTYWH EI TRHS. ■..`.2 COORDINATE 7 , O M. N, 0......3 A V/ATL ,,c.,,,Q0 Vi. /24., .c.. ' OF 64 0 sELHEIP:AroDRDsEHRAFTvENT ARCIVrECTIL 0 0 • 0 4 0 A41.1 6 • A4.1 8 1 0 • .E.Tm:HIRmyHREstEpRoDucEDDRAvensEGROG::PpRioA7RCHITINECTTHESmAp4NER.ANepRopER:=LACF T.O. PARAPET T.O. PARAPET +2841-6" 12 T.O. DECK \t T.O. PARAPET +2821-6" T.O. PARAPET T.O. DECK +2821-6" A7.2 Typ. +2791-1 3/4'. +2791-1 3/4" Illik +T2.082. ii:6AR A PET T.O.+279 D1EC3/K4fi 1 IL . II 0 0 \ 96... T.O. DECK CRICKET+2791-1 3/4" Z? \ \tow ....\ ... A \ L\ I 0 0 i . 0 1 o E cRIcKE.1. T.O. DECK \ T.O. PARAPET A I LU 0° o * 0 CRICKET +2791-2 1/4" +2831-2" B 7 cRicKET T.O. DECK CRICKET E T.O. DECK ... — — .... CRICKET T.O. DECK +279-2 3/4 r +2791-2 1/4" 3 T.O. PARAPET/ A4.1 Z? +2831-2" TBOUICLTR-EUAPTREIGCIRDICINKSEUTLA,TTyIpO.N 1 -2 3/4" PERMIT T__ I [S. CRICKET+279 ----- --"F--- B.5 \ A- ....._%1/4:c:ob z. CRICKET . )% c -6, REPVEIERWM 7 ------:1.1. a, N ,,- A 10; N z B.7 \ .."-5-- Cf) LU X . 1 A7.2 CL. CO , ENV 1. CO I V N ----- .7 N b) A < '-6" j 8'-0" CLR. 1 Iwo in ....qui _. LIJ. MIN. 0 9 wS"'"" o co 1 o N EE 04° A OFFICE BUILDING T.O. DECK rAY AI cAyci‘z......„ Gs D:711RTIM9GARD3511:HOnthRS9Q7A221EAR:: +2791-2" b 11",..\ A7.2 T4..2079. ,..ECK A -,,i ii 9 in ,-- Ilc"-- lir Ara DECK CA . \ • A A ? A T.O. DECK , ' . +2801-7 1/2" A T.O. DECK , 1-.1 n +2801-8" +2801-7 1/2" I lir 1111 T.O. DECK I— —I 111 ' tti ' • D 1 T+.208.0D8ECK ___ Adir +2801-8" AMIIIIIIIIMIIFI 1111 I P . I t , I E\ T.O. PARAPET T.O. PARAPET 1110 \ 1.--\ '-e? N 41111 \\* , I 1 T.O. PARAPET +2821-6" T.O. PARAPET i Alk A7.2 +2821-6" +2831-10" -' A.1 , . . ,. --1 T.O. PARAPET +284'-6" +283'-10" F2'-0" 17'-0" / 71-6" / / 21-0"-- 15'-2" gi-4" 25'-0"TYP. d , REVISIONS ,r / ie / 203-0" A 10/10/06 / k 1/ ,.-- c E.' 0 1 ROOF PLAN 0 1 A2.5 1/8" = > 0 5 ci, 0) c ..... 0 c) 0 .4- co Lipp:AAP BT:DATE:STEVE 50R7E6E0AyR S 0 N c FILE:053570_A2.5_ Roof Plan.dwg :.6 5 m o 4.-- Q 5 22 0 E. >i< 2 . 0 4, A2 • 5 0 U) '• c o 7+5 7 t5g ii5-- 2 0 ki cp ROOF PLAN Ep. Tis. eli x 0 MYHRE . GROUP • raahltocts 100 SW Trete'Oboe.Sul*400 Pad,Oregon O706 t003.920.0000 f O01123111.7000 vernitawylvegroup.00m • 10 9 8 Alibi A4.1 0 6 al A4.1 • 4 410 0 0 (49 AIRC6 c,..N. ,,-,, ,... , iA ■..7 nimminammour ., , , a ID 0 0 0 0 41001f i, , I 0 1 1 p--3 , ., , ; ........, , . , ................. ., , , .......... 7 • • ,,,, .... , • ii, , . , ..., ; ......... :' ! =, , , :, '; +,, 1 .... 1 i , - 1•••••••••••••••••••••••••••••••••••••••••••••••••• ; , vimo , ...... 1111111111111111 I•1■11111111111111111111111111111111111111111111111111111111111111111111111 aIIIIINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII . ") C .0 - ' * 1 1111111111111111111111111111111111111111111111111111111111111111111111111111- ..,...141_...frizi 1111111111111111/111111111111111111H111111111111111111111111111111111111111111111111111111111111111111111111 onurnommumniummmilmuunummullummmmilimmllumilmiummirmi .,...,,....____________________________________.....„_____________________......................................: :=........3.3 c...3..m.az......ma...3...3. a a rim..===..2.7.„.7... :i. trzli... .......a .7........c....:.....a. ..m....::::_..... ..._:....ari.. .zic..... ....z........,_=...„::::::::: ....:.......::1 .3 t:...,,v:......:..,...: ..z....3.rt:.=.7 II.....1...z.f.:„.72..........z..F..:r.........r.........c.............z.=.. =:...== --------- -1125- -3-1-15555-17-1-17- -= -17:55-31=-17-3-1=-75-17--72---71.--E-1-173---3321 ----1---3:3115-1-71%19-E-11-51-a71-1-17-1-15553:11-1-113-=-;"----E-------H--7-:=-47-:".2:7-:":7=-75--.47-75-:=7-25-ETE17-="73-1==.-1-=-E=EISEEFEEE--27-71 tr-='-----7-'Ea=-41=-7=1"--=:=2-----52-1--7---17-E-7-51 555-:"-1-=-1----3::ti---_-.."1-19--.:91 - ' I -- :':'-,,sf-111-Ei:=1:-..t.7.---Elrit=3:-==-=E-=EEETEEEEEEEEEEEEEEEEEEEEEEEEEEEE_I-..."=EEEET2.19:57.7,"-EEEEEEEEEFE 77-=-2.15:1REEE:::"1-115E-s..;":s.-:=--=====1.11,17-17/I-'="7"f...:EE:il fEEEEE17-11-7."731=-EEEE.1777,_-=-EEEEEEEEE7 4,EEEEEEEEEEEEEEEEi-IEEEEEEEEE:11:=Ell: 1?)4) OF OW ---1-- ::: E - : ""- -E"'I-""-:-::;::i-l----t";-iz-=----'-lir__:t_-! --I:"="1;--I=-----;---!------::-l-== --EE-:1-t--I--I--C-:---"I--:-C-L-1:---::- "-- - }7Inirrrir--Hif-H-T-6-1-7-11----ii-iti.--21:1--3.1_137,11-argiiiii-Firiffri-ercifirriricifireircirrarirriihrirefiltit-Ez-timiirirm-driariminfiriiniii,IminumiiiimiiiimmiimmilmaimminIrrezal: 1 i i•EN r--z-z i..4_,--_,-7,IN ii I.i I I_---- -- ------- it-F4 m 1 i nil i imi ...i..3 a E.--.... .....N.N. ... ...„.. „■...... Aaa 0 MYHRE GROUP ARCHITECTS :=4«■Fri: !'l 111.1111- .......... 0.0.1.... ay.. 11..... . , ........... . ,,,..... __ ------- ... al. rt. a aa......ow ow I WM......MO Mil 111 :^ -:•I I I M 1 1 iii.0 i i in i.17,......27......4 t.3.., . .... ..... ........ .... ■ra"Eili mar:. i Wa-...24,.... ..,.., 1...=-....,:, ... -,-1,, ......2 43 i THESE DFIAWINGS ARE TFE PROPERTY OF F",.3•7171 74"M' ---........." 4 CACIF ' *' 111 , - 1.1:4:4.4.E.,.2 i p 0 y=_Hi"":11 a,..=;t1,1"in . "4... i Cie.2 a 4,4 a r i i i iiiiiiimio, , 11 graa*%,.::+ri - r.•.44..-4..-=I= MIME GROW ARCHITECTS AM ARE HOT 7.c-E..--krt: ......... , , --,---.=-2•'4 i . TO BE REPRODUCED IN ANY MAMER.EXCEPT Frii-t7.-: WfTH THE PRIOR WRTTTEN APPROVAL A ,....._ ..., ,......,.... .., A , III 1 OF MYHRE MOW ARCHITECT& 1"..... 1M111,- 1M ...■ ..z..1.7..;Z.,...7r.....:..Z. MOW .... .WIt ......3**4;:f.7f........74..... F4.11=14.14 11 .w. ti;:+2.6 71.1 .............. i ■ gr...........Nyv ,' , :....41tLE:3......,.YI it:La 0.."'":.17. ■10.1•11..... , ..,•■•■■■•==.... I,. 1 WM..,611.11141.111 177 1 ........... „ '''' : 1111111111111111111MMIIIIIIIIIIHIMMIIMMMMINIIIIMMMIIMMIIIM111111:.11,0111MTIIIIMIIIIIIIIIMPIIIIIIIIII!MIMMPMPILMIL11211111121671117,...7.4:11112=112.1121.2...111.%..121112111LIILILI...111111.1114...1114.M.11111.111LILILILI..1...11.........1....11..MLii.i.::.. 4:41°11111111111111111111 ......... .. 11111 IMMI.................... ...IIIIIMIIIIIIMMMIIIIIIIIIIMIIIIIMIIIIIMMIIIIIIIIIIIIIIIIMI ....,===. , „, ,........„ ....„... ......... ...., ........x.........==...v....,..........== nr. =......r.anc...a.....c....=.4.43.3====== ==.jaz:z......:c...=......2.2:......m az.zEa = E:3...=....c..z.=........zrz.................:, 7,,,;. ...=.2.=...=::, 11111."""*".""'" 'IIIIIIIMMIIIIIIIIIIIIMMIMMIIMMIMMIMMMIHMIMPIIME:"41:"....MPIIIIIIIIIIIIIIIIIIIIIIIIIIMMIHMITIPIIIIII111111111111MMIIIIIIMMI ,I7v.................elliLitIIIILIIIMITLIMIILIILMILILIti...111111......1...111............t...731 .., 7,...............a.SLELINZI , . ................................. , asaaNNan....maawa.... ...1**...N......:2 Navw am wialawila.•aalowa.a............. "'.''"" ......,,„. ...•a.•swa a saw.....w.ww..... ,..,,...........,.. ..... a a..a_ T.O. SLAB =--:,-."r--2----.7-7---:---7----:=-----=---7:::-.:--=-=-7--=-3--=a-=-------3..-----=----:z---7 ,.',' ''.7.-z-7-=---=.------'---sr--=-------------------r-=-=-::.-=-=-.:..--7-=-=---- :--=-7--:--= -- 7 ----------a-::-.. ... --_-_-_-_. r:d... ,-7,.. _-:.__.,- ...._,___=„7,:__747 __..,:i,r____________E „____________ ---------- --- --- -=' ..:= = E:-.- -24*:÷=. -7-- :---3 a '''Zka'=-ar' E-3-=-=-:73 E-a"":.=-3-=-=-2-2-=-:.=-:--=€-=-7F:-.7-=--:==E.----:------::-=-"=-=-1.fr=---7----=7 E-::"-:-.7":"-2----a::--------7-=---a-="3-3'7-4:41E.-7: iE'a a C-2-7.-::4:+:--:=:.7.-2---"1":3:14:52-1:-===========: :-- 4-17-=-.-=4: - - '''-''''''''?'-- -:.1".7"a"3 42"6."7"::"7-37:.."-: -..n 2:::=1 2-------2"4 gig:II--"41-=" 7.---•-•a-=-"-=-.7.7-E----=-#:-47=====--±==========-7-1-41:.-::-E4Z.--.--.:-.7:-E-:..".7.-=-7:-.Z.-7.--...k:-M==========-=-=:-.-:•-•••:-_-_-=-_-::-=-::-=-=-=-74..r....2..z._az..::±...a....3 Ei.r.__.=a...r„...._a, - - I F EL. =266'-0" 111 I II- ;limlimmulmmimmilimmimmilimmumilm!milimmitm77-14-77:ImmuliTimiliTilmilillmilmurTIIT 44,,,,,,,,_,„, prormewo,, , 41,12:,vei:k, ..it ,.,,, ,,,,I.,,,r, ,,,, ,,,,_ _i,.,,,3mt,wm 4,,covoliici, :,,,,,} 3,,:,,,;;,::,,,k, ,, IkatatriEt, itiov,,,;r,: , ri ,,etv;i0,0414,41411,11:1111111111MIIIMIM111111111111111M11111111-==-E4=-31MMIMMIM01111111111111111111111111111,11111111111111111111111111111111111.11-77r-ffrele-111111-1711-1-111-11-11111111-11111firirlararallraid MIHMTIIIMMELI m 'pp,. ,,,,,, ,,,,`,,,,,',.-4..',.-''4,A,---",-,",'4,1f --- ..:":.-,7,---:'.L,'''' -'''''.`,. :. ''.,4's. 4.,,,,,,,,04 7'.t,,,,,,,A6'N}:w"','14 , it,1,..‘,.,-,‘"F`' ''," '441174,1,11,;`',411-',' r.704-F,--V44.4., '' .. , 010,01:,111_44V",40,1,17--',--11,--,'-' lee. 400,141, 1 1 .. . . imme. ,-.E.Eyreinnammin- ,,m , limairiar, ow......... ea.......... MM........-- M:2-4.1 II MIN ....-. .,,,, ' IIIIIIIIIIIIIIIEPzc:- ' IIIIIIIIaii.E....I.:zirrirmnn. , ,, , „,_. , , iiii:,,g,0,,,,k„, , .,::,U:itz,"gt f,* ott,:4944, Aire,'Fftt, It'.,,,''1,,Itt-z-14,) ',,,,--tft,,,`"f.'',,,,„'. ,,„:7 2., ,,, . 3-,,4-,,,,,A11,,IT,,1,t4,4 0.144 i,I4i:Vq--,,• W 00,16:at 4-xt,",,1 mtPr, - ,.°-_..,klit04 40414 c'''', ` iiimum EVE1 ....•....,,....w ===== "="== ' I Etz.,-.... ... - rprzziFF.4 -...: `474,:,40, :t ill`' ' - -,-44-, tt,,`', ',A,„„ %, 1,-4, ',..';',It-.:t,-,'.4 1.,4 14-.4 .,. ,.,t,',4.t."-,-, `•,``. ,, " 4"';',47.V.t,,,,,e-4,,t,,V O''.,..`.1'...''-",,`..,."-"''7 u, -‘ '"-.-`' ` - " • .. • , ,, ,. ,,,,,, ,, . „,„ . , .................. E:""E,..„:51,:'1',,: °'':':' ' l'Etlicrlt: I „5.114v44.,,, z,l,,, ,,Ilin,4144,44v., t,,,3 3, ,, ......,,,..,;;,. ,:l.., _, ,,, 1 , ,., ,, 4 4'4"''''''':'"''' ' ' '''''4''4 ' 'N't'4 It 4'41° '''''''- '4` - ''' ' '''" -'''' '- - '-- - ' --,,,-,-,,,,,----'' -,„ ' ,„ ,,q1-:,4':-',!,T'..*:',:l- ''''''r.'---r',',0- . -..- vulti3,„,"404,404,".2%4,,e4„,.:,,,, IIM ....,.....,,,, Iitii ........ =Zr....= =1*".= 1., , , I I WI a 1p I I 5724,-i A no„:„.:,.....7:1:1 li li,. _. Eipiatii1,,,,:,,,.,; A __ .... ,.... I....,............. 1 1 01 •-g tEa7.- 71 it.,====.11-Eil. , ,,,::, _, _ . A......W. 1 :..,_ , , ill III I Ill I I MI P I I III I I P S.W. 70TH ini-=-,---.1,-: kr,,, taz±LE riza tiill him iiiiii:: .,...7:iisitiatim ,.._:, ..6}1.11 1 4 . ....Eli:.=_._ im a ii , ir-Eititii mai 1 i k rt4-7.7. ....4,... .a.4 , L......12,____ii.....71.1:.,ri: __,-. AVENUE 256'-6 :..-r 1.m -- -:=-=.....: - ,,..,,,, 4141... -.. , ...., WM ..,,,,,,,., ■42.1,W • IMINII.Immow, - ,,wans•MNINIMMow•■■•■•■ ': '''HIMMMUMMMMIMMMIMMMMMMIMMMIIIIIIIMIMM11167.ZW±4P11.111 IIITIIIII!litliii!iii Alsirlifi!11Tilfillttitil IMILIMILC ir4 = :&"101L11 LllLitt..."tttM Li.....!...!LLI Lit....11L111..z..II...till:Lit.....,,LI LI L....1111111 Milli 11.11 II 1....ZELIE=,==.7. 11111=11 IIMIMM....IIIIIIMUMMMMMMMIMIIIIMMIMIIIIIIMMI.••■=7.= ,,,OMMIMMMMMHHHMIIIIIIIIIIIIIIIIIIIIIIIIInpTlr1111!llpy1111F=EarJltltttILIILIIIIIIIIIILIIIIIIIIILILIILIIIILIIITLILIMIL■Llt:lltlltILIIZZ5IEE4ffTMILRIZMIIIIIILIIIL!12nll.r.7!zzzfffrj,„i,::,s 1.,,,..-__37-.737-:Et illiki•L___Imall_ _________________ .._ _ A T.O. SLAB (t%I- 0". 7--..--."4.---------------:----"=-7 4-------------:7".."-47.-2:r---------=:7-'7-71-=77"=1'-"7--"------------------="---====-24-3=-=======" ==="="3"1-3"--1.:r'":"1"------=-::=7- ==-=4"::::-----3 5.---3----= ==-:.:-:=-=:-:3-7=7.:::::-.7.2::-:-.:;.7-------,74:-_-,,-7,.-_--7-7-7...=----_-_-_-.4 7 7-------_-_,-_-__..,_ ._.„_.,..----... ___ _ • EL. =252'-0" •4 III ii.••- -- -...-- -........■ -■.- -......- ......- ■,... -......- Iiiiiiiiiiiiii. w .1w, -4 Nu mi. waliw• 'wow' ■IIIIIP'" W '41111111111.- ■-- -.NEP- ...MO."' MI ■ "RimP'" "q11111II ■11111111111/ ""11111111W ."111111111W '"glille' .."011.1.- "glinill... ■g.- ■1 I I I l, 'g i IIII/ -egggre, -.am, I A CENTER OF DOWNSPOUT 0 I I • SEE DETAIL 11/A7.1 0 1 st FLOOR OF BUILDING BEYOND _ - _ --- - _ _ _ _ _ _ _ i ____ _ _ _ _ ..._ _ _ 241'-8' /II 238'-0" - $ =ma r - t----E. ---7 -----1 -----r- PERMIT REVIEW SET - 1 NORTH ELEVATION (UPPER PARKING) A3.2 1/8" DARTMOUTH SQUARE OFFICE BUILDING A B 3 A4.1 • D , I 0 minamiaming==iis ==.11111=====liit • 0 0 0 I MATERIALS LEGEND , mom 11935 SW 70th AVE. ammo - 'TIGARD,OR 97223 .......... EMI -----1 ............. ; .-,- ._ -;;;;;;;;---ragrar.... ----v....-. . -, r-. 111111111111111111111111 -- ---",; die.,;;;; CI CURTAIN WALL SYSTEM r11111111111111111111111111111P411W1111111111111111111111111111111111H111111111111111111111111111111111111111111111111111111111111111111_, ,,.....______=.4___:_ii_ra.arra MYHRE . GROUP a r c h i t • c t e 700$W Taylor 00usit,Subs 400 Portland.or.oan$1206 t 606266.6000 f 606.266.7600 www.myhruprwp.00m I B A Alik D D �20" � -0112" © �� © 1'-6112 1-6' A7.1 1'-61/2" 2 1$1/2 .4, 2'-0" RSON T.O. PARAPET+284-6 — asIM. � o • I 0 I p p -ORT A ', OR • e o a III I 0 0 1 OF 0.1 '0 . II I C ( _ SLOPE - SLOPE MI 0 SLOPE I 0 I 0 II 0 .;.;:• • ••••• :••••: T.O. DECK ,. I = T.O. DECK o ©MYHRE GROUP ARCHITECTS/ . -I 1111.. :.. 1111 • •:1111.. . T.O. DECK .:•:•:•:•:•:•:!:•:•:•:•:•:•:•:•:•:•:•..:•:•:•:•:•::•:•••:...:•:•:•:-:•:•:•:•:. VARIES --.,.; T.O. DECK ... 4 o 1111. .::1111..•• .. ....... .�i• ��i VARIES • = s;.�.�.,�,_�_._:. - ---�,:�._--=-- VARIES uw►wwos ,u� mom OF ,. , :.: .._..s•..o.•.•:s•..:.❖..:..:.;•::•:::::s•:•s '•:: :.:° :2:::::::: :::;:;:::;:•:•:.❖:. ,•:.' '_ 1. p p MYFIRE atOt� AI�Lyi11ECT8 /U�� ARE NGT II _ ,... , ... ��:.��i�.61 �w,��ie;��.**��wr.i,��r ••..„.• •_: o VARIES ••�,.�.,�• . 0 _� o • To BE RErraootn ANY .outer___ o • vmf+ n Pr•oR wRrrlla APP>iavA� an. II I an o •• OF MYHRE GROUP ARCFIRECT8 i\ Ili, — I 0 pI 1' 01 __ �� b0 b _'�' ! i i 1 MI T.O. MASONRY I IIIII - B�� i OPENING — — _J I %NEI MINIM •11111111111 11111111111111111 11111111•1111 al" I i_ Il 0 ito as 1 i sil iii jo � I I I I I i 0 1111111111111111 MINN MINE=. I 11_ 1111 — T.O. SILL a ii ll I - 0 . lpl I _ 01 7 •• A7.1 ' I 5? — : I! ; _ 0 I - 0 PERMIT IIN T.O. SLAB i II T.O. SLAB — T.O. SLAB 4jI N • r I 111111111111111 MINIM =NM= 1 ;. _ _: .. •.,. - I. -' +266'-0" •,. � — � — - —' - '- = - — +266-0 I.■ �r �t: +266'-0" � I 1.1) it T.O. CANOPY I�_ I El 0/11--- , 0 4/ t ■ _ �;� II I T.O. MASONRY___ib I _ '— �_ (I OPENING Ilk ti— I — — — J ly A7.5 i l; p . I : I I 1 / ii as I I I I IP p F DARTMOUTH SQUARE OFFICE BUILDING IN i i i GROUP. s' MYH a r c h i t e c t s 700 SW Tayk r S *Site 400 PaArnd,Oregon 97205 t aoa.zss.e000 r OOO.Za0.7ao0 www.rryhgoup.own 6 6 6 c..,<S01) 44)0` 4 4 4 (SON V--''' A5.1 1 A5.1 A5.1 _ _ _ _ _ • ; � • (3) 11"TREADS =2'-9" 5'-1" LANDINa 3 � �Q CONCRETE ENCASED IC 11—...211 I I I( �, OF 0 LANDIN POWER CONNECTION ENTRY 11- �°91-8" G .111.11Mmi! E ), / [.7: E--3.1. / .... ...... ...... — ..... of r�r��Jn : i ©MYHRE GROUP ARCHITECTS D 6 — T DRAW , TI PROPERTY OF---1):1 11119 Cl / GROUP AROHfTEC?8 AND ARE NOT 1 S w w wE iti t� 23" / of GROUP �►R ffT Crs. - it \ ",� z / O z G- A6 A A6 A g DOUBLE rn , !gyp S 1 I S v /`�' z w N E=' N --1 co C� UP / ' \ LOBBY_ _ _ _ _ _ _ 7-1,„ -. s 'k•-- / it ►i II I��II�►'i / :v Jw" " " w 11 A5.3 cci__ t /0 ¢ 1=11=9 \ / A5.3 II oll 1111111111. ill � A UP = U? E�a ii A 6 A � �rip —N F- 1 I S - TRY'';''''I''':11'. ( /A 1 ll iii \ ,, 1 I S ° �III \ HALL / - -t - . 4■ll Itz D6A \ \ ' , Ali .... . ..., _ :.--. 1- 0 \ *II „ . . , :, . , \ :11a�I�I%ft `" di ��i 111111111 II- - - - - - - - ,, PERMIT 1..11:'' I REVIEW SET 14;iis,NIC Z ;ç;1 4,_6„ Adallinli. , in Z A5.3 \ STAIRWELL < 4'-4"CLR. A 6 DOWN ► O S N C Ltt�t11Tt.tt.t.t.t.t.ft.t.cl,t. ,i r ,_ ��INIIra�as�s��r► g 7 N i.,,,,,,,, N S -.< 41-10" OFFICE HALL ; ' A6 Imo _ -• :\,„e . � DARTMOUTH SQUARE • „„. ‘, ., -,,f,t 111111L■ -.. OFFICE BUILDING ..:..:fie. ... ...... .. x ... .:\ .. .. \. .... .... \ ..... ... ...:.,. \....... \..\ .. .,. ,_ '\ ..., :: \. ,. ..... r... ........ .\... "a rte. ... .. ..., ... i ,„ STAIRS TO FIRST FLOOR OMEN IN FOREGROUND n 1 v 11935 SW 70th AVE. TIGARD,OR 97223 1 FIRST FLOOR STAIR PLAN 2 SECOND FLOOR STAIR PLAN 3 THIRD FLOOR STAIR PLAN 4 STAIR SECTION A5.1 1/4” = 1'-0" A5.1 1/4" = 1'-0" A5.1 1/4" = 1'-0" A5.1 1/4" = 1'-0" � % g I ' z REVISIONS c 0 10/10/06 m L �- 0 Owl F„. ¢ o ✓ U N u) c X • T Es 6 O o 0 .i M MP: STEVE PEARSON c i '5 o PA: BRIAN FREY wX JOB NO:053570 N N o DATE: 07.13.06 O -2 ' X E FILE:053570 A5.1 Enlarged Stair.dwl = o � yJ R T X O c.p 0 as .ct- . A5 • 1 p N°O O .GO O T co o ENLARGED STAIR o PLANS AND U) X 0 SECTIONS ' GROUP a r c h i t e c t s.:,:\ r 700 SW Taylor Street,Suite 400 Portland,Oregon 57208 t 503 236.6000 f 503.236.7800 www.myhragroup.00m (1111 0 41111 0 (1111i 0 C.4 ROOF HATCH PER MANUFACTURER 0 Ali ' , A7.2 D6A 4 A6A D6A 4 A6A D6A 4 A6A �V 1 A5.2 N C A5.2 A5.2 N C � � S 11© ©© EE S ►�i�ili�i�i�itd��itib�i�i�i�i�i�it i�i�i�i�i�i�i�i�i�ihWi�i�ih�i�i�i�i�iti�i�i�i�itdeti'�� ilk fi�i�i�i�ili�i�iti�i�i�i�d��i�dJiti�i�i�i�i�i�i�iri�ifi►iL�i�i�i�i�i�i�i�d��i�i�i�it►�i��■� �iti�i�i�itifiti�d��i�i�i��iti�i�if►�i�d►�i�i�i�i�i�i�Ji�i�i�i�i�i�i�i�Pt�ibti�u�i�d��i�i�i�d��i�ib�P��itifi��' — *-3 �J �� ": ;q ':.' z: 0 A 0 — \z z o 1p m ic) Z �t�ig 'a . '� ';cr ...ik, r4i I w N !: �1 z-0 Il UP DOWN o - - - DOWN • 'n - IIIIhCFa (; iiL co MO ow 1 II It 1 I gri .- , , , � �� ►� � �' :� U P 11 I �w; ©MYHREGROUPARGHITECTS!: ■ I D6 A w f— — — — --�r.� i_ i r: rw THESE DRAWINGS ARE THE PROPERTY OF wl w w ! : MYHRE GROUP ARCHITECTS AND ARE NOT ROOF ACCESS ROOF ACCESS SHIPS �E ::; A �© �— — — — —I LADDER r . r- r TO BE REPRODUCED IN ANY MANNER,EXCEPT PER _ ,z • • • r�) !- r WITH THE PRIOR WRITTEN APPROVAL SHIPS LADDER : __ D 6 A : :: — — — D 6 A OF MYHRE GROUP ARCHITECTS. PER MANUFACTURER MANUFACTURER � S o = I I S o■ ei NMI INN ei: rw rii LrL w r• r+; r• I LL 0 no r. OFFICE' � OFFICE � A6A E' A6A EXIT STAIR_►1 NIC :S ©© - - " IC � '.,...0••0/.. ::1 . ACii lik r7e. ''' • .....,..... ........,... .... 11111 - I I.21 Mill _ .; E s*EJ ( !: Aillik Ce !� a: o •: •. l D ►� A5.4 a Q • w _ w w �;. r. , iii —\/ 1111i1 0 i 0: Ev 1111,,,i , D6A Q D6A D6A i i ♦ �� N O •iI ►i 0 ►i ►ii a��ai�' f.f.t,1 f.1.t.t.f.f.t.tf.f Lt.itt t.f.t.Rf.f.f.f,f.t f.f,t.t �.f. t.t Lt.tl.t.t.t.f.l.f.t:►.f.R1.+.t.t.t.f.t.�.t.t t f.t.t.tf.t t.t.ff, ttf.t.1 t.t.t.f.t ttftt.tff.t.�f tt.t�.� t.tRt <;- '!. Mk i C.4. i�'s's's'itititi�iti's'a's's's's's's'sP'sas'as'srs i's's'a's's'ititititits's'rs'� C.4 , �s's�i�itii�i's's's'.s's's'ss�s's'�ssss,.'ss's�suiiiilssassim C.4. ft.."--.1 rrasi iiiiaarss�r trsss..a�rrss.'sarssillNarrs �' �` ` A5.4 ,,,„,‘, vyv \` 3'-11" 3'-11" 3'-11" 3'-11 a l'.,‘1, , - I / i i i • MINIM 1111111010 INN= t,\ 4 S 444% ,..,, 8'-8"CLR. 8'-8"CLR. 8'-8"CLR. „ i OFFICE �� OFFICE .. . . . PERMIT 1 THIRD FLOOR STAIR PLAN 2 SECOND FLOOR STAIR PLAN 3 FIRST FLOOR STAIR PLAN �!.�•�• A5.2 1/4"= 1'-0" A5.2 114"= 1'-0" A5.2 1/4"= 1'-0" *- �l ' . REVIEW SET 9 9.7 10 • ,,, ., _ .. 0. 0�� '� A5.4 1 i 1 \ \ / \/ i', 1 /\ ': OFFICE\ OFFICE DARTMOUTH SQUARE FI E 1 IN OF C BU LD G,x,_,,,,„ __ g \ : Il ., , ' '■ % ii 5/8"GYP. OVER 6"METAL .......—.1—..... STUDS SPANNING �� BETWEEN ROOF JOISTS 11935 SW 70th AVE. '',': TIGARD OR 97223 �� 4 STAIR SECTION A5.2 114"= 1'-0" OFFICE / EXIT STAIR OFFICE 0 CI r �fr `�.1.4% i RETURN AIR PLENUM ih..� s 70TH AVE. ' 9 n 9.7 9 ZI\ 9.7 10 518"GYP.OVER 6"METAL (1) 11" � E STUDS SPANNING TREAD= 4'-7" 2 i r BETWEEN ROOF JOISTS 5'-0"LANDING , (8) 11"TREADS=T-4" 4'-1"LANDING 5'-00 LANDING 2'-2" 11" LANDING 12" REVISIONS �!∎•∎ 4/ \ OFFICE !∎■`�-.. s _ _ ._E� _ a 10/10/06 ' ' is ■�,f.1 t.t.t.t,t t.l.t.f f,f t.f.Lf,ff.t.t f f t.t.tRf t.f.t t. f.f.t:c?. i' :"tt.t.f.f.f.l.f.f.f.t.1�. -■M I.Rt f f t,RRt t.f.�t.t. Rt f f.i, t f.f.t,/,f,t.f t t.t t./.f t t,t,t t t t.t.t.t.f. f.f f.f,� �M� t(i) �—��► �I` s'a' 's's's's'I�i�i��iti'a'rraa'ra'rrra'rrs'a'rrrrrrrrratitititit4's's'ra�jai'i�i'rara'a'a'a'a'rra'ra as'rrrrs'rrra'�'rati�ltltltirra'rat/�1�1tlti'6644'a'a'rs'a'a'rs'a'a'rrs'a'rrrrrratititltiti'a'rrra rrt■l B 7 .. �• B.-7 �� `�� \ !: 1 !: !: �` �_ 1" Q 10131/O6 d tB :, ,,..• . \ D6 A D6 A �ti�iti�i�i�i�i�.tititi�i�i� 'a�iJi�i�.t_t�ritJ�titi�itJ�titit� _ 0 I A ) / \ :4 1.'1. li - !`¢' a � `� /// D6 A '� 2 .;�titirigtpiri�,titi�it�:_ D6 no A ---11---1----•-"'''F. .. . ,,,,„3 • r w/ ..,- ,..... ..-.... .. w UP o 9 iIlUIIII IIII �� A5.2 1 1 6A A5.2 A • iiiMP: STEVE PEARSON cp DOWN _ :-lttttttrnttr: - I .,, ...,..r_ cf, C :. D6A !: !: D6A !:�i�� — =v $ ," 11111111 a :ititititigyell I; ,1 viMitttiwitititititi�it%we titiwi PA: BRIAN FREY °° !'" JOB NO:053570 +b N %et.at.r.t�t.�. f tt.f••...f%f.t.t.t.t.t.t.f.t.t.t.t.t.t.t. f.itt. t t.tf.t.t.t.t.t.t.ttt.ti/) — �11�.ttt.f.tt.t.t.t.f.f�.t. t.i.t.t.t. t.t.t.t.t.t.t.t.f t.t.t.ff.t.t.t.t:t.r.t.t.t.�.t. tr.t.�.r� -� f.trI V s,' ■wow i,'s'iVa atitltititi•rr'.rrrrs'a'ra's's's'ra's'rrs's'rs'ratitN►ti'rra'rati A iti'rs'ra'rrrs's'rs's'ata►1 _ :�'rrs'rs'414 rrstit►tititi's''rs'stititititi'rrrrrrrs'rrrrs i:Wi rrrrr i'stititititi'rra rs J 2 p ° I 23" -_ DATE: 07.13.06 E co o 05 2'-4" 1'-7" 1'-5" (7) 11"TREADS 6'-5" 4'-1" (7) 11"TREADS 6'-5" 6'-0"LANDING 2'-10" FILE:053570_A5.2_Enlarged Stair.dw9• 1st 2 t! ii _ 2 • 0 - 9 EXIT STAIR SECTION 11 THIRD FLOOR EXIT STAIR PLAN 12 SECOND FLOOR EXIT STAIR PLAN A52 In o• •• A5.2 1/4"= 1'-0" A5.2 1/4"= 1'-0" A5.2 1/4"= 1'-0" ■ o fl ENLARGED STAIR a 0mes PLANS AND u3 X p SECTIONS ' GROUP • r • h i t • g t • 700$W T.ybr str...•udh.400 P orwnd.Oregon•7206 t ores 2ss 0000 1509.288.7100 www.nylr.graup..om . i ' A OD 004,, ,--/ io.,.•illill A '9>01 STONE FLOORING ,Cz,7 �+1 SON 1" 11" STAIR TREADS \ A.- STONE FLOORING �� , SEE 1/A5.3 /� -•Z.\ r 'ORT D. CONCRETE LANDING DECK 1 -\>-- x IIII /24, i • .44/ d § V • ° d F p ig ° ° i i! iL i SUPPORT ANGLE WELDED TO ::::::L00R1NG p MYHaEUROUP aACHirECrs FRopEiry LANDING SUPPORTS SEE 1 ASSEMBLY ."\li 10 X ! I SEE 1/A5.3 « � Q , Ta rwr�uw ,ter (� _ wine VIMMEN r� �,, 11•4.000#0,, TRINGER{PER r MANUFACTURER)(PAINT) METAL CHANNEL• __ STEEL CHANNEL STONE RISERS COLORED PER STRUCTURAL BEAM 7"‘ !!::::::::LORED � TUBE STEEL LANDIG I 518"GYP.BOARD OVER .s( ). , 6'METAL STUDS MOUNTED TO 11111 'PER ARCHITECTURAL SAMPLE i POST ANCHORAGE UNDERSIDE OF STRINGERS ■SEE 1/A7.7 ,�� ` ,., PER MANUFACTURER c c .�� a �� STAIR ASSEMBLY STL. STAIR PAN WELDED TO a a °.u. 4 SEE 1/A5.3 -- METAL-STUD WALL STAIR STRINGERS PER a °° MANUFACTURER Q e _�� CONCRETE ON METAL 5/8"TYPE "X" GYP. BOARD DECK FLOOR OVER 6" METAL STUDS 1 ENTRY STAIR SECTION 0 ENTRY LANDING SUPPORT DETAIL ENTRY STAIR TO FLOOR SECTION 4 ENTRY STAIR TO WALL DETAIL A5.3 SCALE: 1 1/2" = 1'-0" A5.3 SCALE: 1 1/2"= 11-0" A5.3 SCALE: 1 1/2"= 1'-0" A5.3 3" = 1'-0" PERMIT REVIEW SET •-- 2"x1-1/2"WOOD GAURD RAIL CAP DARTMOUTH SQUARE A OFFICE BUILDING \v____ WOOD GUARD RAIL CAP r-� �---- 1-1/2"WOOD HAND RAIL CAP 3/8" RODS Nli N • ,� (HANDRAIL SUPPORT) (2) STEEL PLATE • n • 71955 SW 70th AVE. 1/4"THICK FABRICATED STEEL � TIGARD.OR 97225 HANDRAIL 3/8 METAL RODS @ ASSEMBLY • 4"O.C. • 4" MAX. 1 1/2.. �-.-� F (2) VERTICAL MIN. . .. 1-1/2" PLA . .. Ibill16.- — --_,:".- : ; i , - , _ , ______ ..... � 1 STAIR TREADS -� '�I Ple ___ .. . ,,,. • SEE 1/A5.3 [ — .... _ .. . ..., . _ ... ,,,,,,- „,.,.. '44,: _ ::,,,, tD • N. co "IIII STONETILES ON A FIAN©RAIL E . , . REVISIONS ! \ N` Q 10/10/06 11,1 I LANDING _ ' / METAL STUD BLOCKING Vi CONCRETE G ; KNIFE PLATE X '. _ _ Q T -. ' r STEEL CHANNEL STAIR ASSEMBLY M o STAIR ASSEMBLY (SEE STRUCT.) I �. ,r�� Z a, SEE 1/A5.3 SEE 1/A5.3 - 3 I �t „ 0 % J - . LANDING SUPPORT -�'''�� METAL STUD CHANNEL �'' 2" MAX. ,'� METAL STUD WALL 0o .0 a ° °. a . ��, 4 COLUMN, SEE o a °° DETAIL 2/A5.3 ' �► METAL STUD WALL TO Q STAIR ANCHORED BOTTOM OF STAIR ♦ MP: STEVE PEARSON A TO FLOOR PER , STRINGER .; STRUCTURAL STAIR ASSEMBLY `• I PA: BRIAN FREY 1'-0 11" DRAWINGS SEE 1/A5.3 �- - -- 5/8" GYP. BD. EACH JOB NO:053570 cp A 1 i SIDE OF STUD WALL O �, E STONE TILES I DATE: 07.13.06 a FILE:053570 A5.3 Stair 'Is. c� OVER CONCRETE _ _ Det�u dwg = .r, A ELEVATION SECTION. ON METAL DECK n ,c 1 0▪ 0 E (CS- o N o 9 ENTRY STAIR BASE SECTION 10 ENTRY STAIR TO LANDING SECTIO 11 ENTRY STAIR HANDRAIL DETAIL 12 ENTRY STAIR HANDRAIL TO WALL DETAIL A5 • 3 o A5.3 „_ A5.3 = 11-0" A5.3 _ " A5.3 ,� _ M SCALE: 1 1/2 - 1-0 SCALE: 1 1/2 SCALE: 1 1/2 - 1-0 3 - 1 -0 25 1:3 u, N N Q STAIR o ~ a. o H DETAILS - architects raohlit swYT H.:......1......6.11"0.....U.: e ..... ___________ ?..,,,, / i1 1/2'CLR. FROM ADJ.WALL X . cr....7 M ppr-ON < cc I —3 2 ---1 0 '77 ' 6" STL. DECKING WITH -1/2"0 STL. HANDRAIL • --# r CONC. FILL 0 .41' \-- • •ORTL D, 8. ,. . 1 1/4"-\j, 11" /V. lip, 1 \t• E., _J ,„...,,:z. '''if2>k V-r Ad10. _ . .• .- .• , ""ct- CC .. " OF 6 — - c:, - ,v 0 J z •1-- — <z 0 X A inaL . x . 0 d ,ct ,7". 11--- < cc < MIL LU 7. . FINISH GS1-TU1 A 2I RI RI°DFRAMING TRSOTALI M.SA FTTRACA I MATCH ESTL.. N. CONT. PLATE BETWEEN II - 1-- ____ ,_:t 0 MYHRE GROUP ARCHITECTS STRINGERS (BY STAIR MFR.) 1 1- 2 0 1 d THE PROPERTY OF THESE DRAWINGS ARE Atm ARE Net A 7. --, . .,vl igtHRE ARCHITECTS _ _ (SPTEERE Lm CA NH uA FN.N)E L STRINGER Cl)ET) x W ANY MO .lacceZ TO BE REPFtODUCED AppRov a ,• byrTH TM PRIM ANDISTECTS. X 0 < OF MYHRE d § o Lu cr ;I- "Nr :it- 0 _ 1.- ,--,, 71 CONT. PLATE BETWEEN . 79 i=6.\\.-- STL. BEAM cn '7? in X < M 2 --I (..) GUARDRAIL TO STAIR ' it . ' STRINGERS (BY STAIR MFR.) STL. CHANNEL(BY STAIR • •.., • • 4 • i 11 , .•4 1. MFR.) Incil -- 'I.' (SEE STRUCTURAL) STL. DECK W/CONC. INFILL \ • (ABLyT.sGTAUARRDMRFARI.L) 1 .....,...;.. , ,.... (SBSBOTTYLRL STL.STAIR TI NSGGTAUE I ARR R.m F R.) MSTFLR..)CHANNEL (BY STAIR STL.MOUNTING STRINGER Akk TYPICAL METAL STAIR SECTION 2 STAIR TO FLOOR DETAIL 3 SCALE: 1A1/21—:=S1,-THAIR HANDRAIL DETAIL A5.4 SCALE: 1 1/2"= V-0" A5.4 SCALE: 1 1/2"= I-0" A5.4 REVIEW PERMIT SET 4 ( A5.2 DARTMOUTH SQUARE OFFICE BUILDING FABRICATED STEEL PIPE HANDRAIL ASSEMBLY FABRICATED STEEL PIPE . , HAAssNEDmRABILLy 11111.' HFAABNRDIRCAAITLEADSSSETIVIEBELLYPIPE 17119GARD3513,7°7 MR:i722A1' ,.. \ (A',.. ( . . . . ' '''''' ' *' • 40" i g — a . .a a. . •••*.1 • ,--...,.,-.....m....„, 4 ... .. ...... 'A • ...am ■V 1111 ,7 &I" lbhig :114111r..- STAIR TREADS ;I- 1 PER 1/A5.4 co /V 11 • • , . =kb. -411111111■-...411111111W LCA°NNDCI NR GE TDEE C K /V ......... # /V V . / .7 . 4cc . '' . - .---1° REVISIONS * ' _____. A10/10/06 -..-; iliki 'III _ c '2.) ,,. 1 ,• . . ..‘ . 0 mACNHuA FN.N) E L C)'a) \ — I - -I• . . ''. .' (STRINGER SSTEEEE L" > --401---44,.... . '474. Z 4 4 A 4 L. d E; 4 v 7 4 v A PA: BRIAN FREY u) MANUFACTURER'S a .1 c ...21 .- TSOTAFIRLOAONRCHPOERRED •% DRAWINGS D(SSTREEAEEWMANUFACTURER'S L I NCGH sA)N N E L STRINGER c:) 11" 0 1,-0" MANUFACTURER'S 0 / ELEVATION A DRAWINGS)(SSTEEEEIVIL ACNH NI- c7) c A -0— A m scu JOB NO:053570 ES:0535:TOE7V.71E03....P.A50E614.7staiS°rNDetaiis.thig =--- 0 k A5.4 SCALE: 1 1/2"= 1a-0" 5 . 4 (.0 10 DATE: = (r) cr 9 A5.4 SCALE: 1 1/2"= 1'-O"7 9 METAL STAIR BASE SECTION STAIR TO LANDING SECTION Affik TYPICAL METAL HANDRAIL DETAIL 5 8 A5.4 SCALE: 1 1/2"= 1.-0" STAIR 0 0 E (c.9, C\I DETAILS x t . v., Q c„, ,...., . Is -g — co 75 i:i ,r) CD CD • :.: 0 4 cp 42.? 76 6 x 0 UAFNANCETL STRINGER GROUP a r c h i t e c t s 0 700$W Tsylcr aa�s*MAW 400 PaeYmd.*won Wt.= t eos.zas soon r eoa.Z�T000 www.nytr.pra,P.can ' 7'-7 3/4" 'f ail as tatatatat/t/ttlt/t/t/tP At1tat/t/tltltltatatatatAtatatatatatar�ta AI - i ese 0. ► I. ELEVATOR MECHANICAL■ A6A ► �'� H ROOM - LAYOUT PER PANELED LOBBY WALL-SEE PANELED LOBBY WALL-SEE 1 S MANUF. ELEVATIONS ELEVATIONS W EVE P' ARSON 'C� o, ii ri A6A 20 : TORS::KEVENT ORT D •56 OVE A 6 A N S I 1 X � O�, 1 X A6A I OF ► �'i ►i E� _ N I S _ sa it/t/tltlt/ o it1t1t1t/t/ea a as.iii�o a, a ait/t/t/tlt/ lt/t/t/t/%WSW. a V;.i,a a s it1t4t1t/tl sa it/t 111::::::,AWN i r I V 4E3 LOCATE PLUNGER PER �� L- �' �rI/ �� ►i ► (}MYHRE GROUP ARCHITECTS i ► .�\ ►� ► now DRAWR4GB ARE THE PROPERTY OF a° f.;."" i I. r- � MY HRE GROUP ARCHTT'[CTS AND ARE NOT OCCEPT ►� \ I ►i' I . D I ►i ' ► ►..• ' To BE REPRODUCED IN ANY MANNER. �►,i ir1 �►� �i � WIN THE PRIOR WRITT7�1 APPROVAL ii \ I �� i �►i �i OF MYHRE GROUP 8 r \ / =�! ='s = 6 A ►? \ / rs 1 A6A I ► °' A6A ►s A C - ► © A11.3 1 IX / \ ►/ \ I I I : 1Ix B/ \ 9 \ Ak A 6 A / \ I A5.5 ) A5.5 N C ► • , i It cLI _111111-Et i....„._ •1LlIt/�1rILLlItltltl�It/t/t1t1�1�1��IL�1*1�/l/tlt/L�1�`t/t/t/t/tlLa/��i� �Itt111ttiti tttttttttillitt111t1l/ttitt _:„....�t a aa a a.as ar a aa.a.a.a a.*aaatta.ra.a.aVail.a.a.ill R11 1i 1/i11111U11/1//11/11////////N1111� �a'aala'ara'a'a'a ra'r1'a'a'a aa'1 a'a'a a a'aa'a'a'a'a'a'a'a'a'a'a'a's'�a rA6A II 1 X A6A SEE 1/A5.5 FOR ALL TYPICAL A6A SEE 1/A5.5 FOR ALL TYPICAL 7 7 p© NOTES AND DIMENSIONS N I C NOTES AND DIMENSIONS A A7.6 slim. 7'-5" 20. A7.6 sm. A5.6 1 FIRST FLOOR ELEVATOR PLAN 2 SECOND FLOOR ELEVATOR PLAN 3 THIRD FLOOR ELEVATOR PLAN 4 NOT USED A5.5 1/4" = 11-0" A5.5 1/4" = 1'-0" A5.5 1/4" = 1'-0" A5.5 A ELEVATOR VENT PER MANUF. 3 SQ. FT. MIN.AREA PERMIT T.O. ROOF 1 REVIEW SET ............../—EgEL3— — ELEVATOR HOIST BEAM PER SUPPLIER U7 w 12'-3"CLR. MIN. — EE - <t > 'V N T t DARTMOUTH SQUARE _ F.F.E. OFFICE BUILDING - - - - - +28'-0"1- .. 1---- .. ,a ..-1 v r 1'1935 SW 70th AVE. I _ TIGARD,OR 97223 o N. 11.41 1 A5.6 ''''\''.: '1 F z 7 6 �' A5.6 c1� F.F.E. - - -� 1 II I .3 , + 14-o k r 3 iiilm k 1- - - I ` V 5 A5.6 _ Ci■0 T � REVISIONS SIDERAILS: Q 10/10/06 . 3/8" x 2"STL. U r' col RUNGS: Q9 D`j 3/4"� STL, WELD TO SIDERAILS A Ilt 0 o A5.6 ∎ � `�` ANCHORS: 0 Q, 3/8" x 3"x 8" STL.ANGLE EA. o X i1_ ..� 1: :T'i \ F.F.E. TO LADDER o o +0'-0" � � — a N . 41 _ - ?� FASTENERS: MP: STEVE PEARSON 6- 10 _ 7.4- 5/8" DIA. A.B. INTO WALL -6 o BLOCKING OR CONCRETE PA: BRIAN FREY 5 - A5.6 m X , o PIT LADDER BEYOND _ " t a PRIMED& PAINTED JOB NO:053570 o O ° -SEE DTL. 10/A5.5 ° DATE: 07.13.06 as o FILE:053570 A5.5 Enlarged Elev.dwl a Er o SUMP PIT -. '- PER MANUF. -5Xo EMN 9 ELEVATOR SECTION 10 ELEVATOR PIT LADDER C-) 0 N `O A5.5 1/4" = 11.0" A5.5 NOT TO SCALE �` ■ o � o 5 „0 0 co �a) ELEVATOR PLANS 0 SECTIONS AND U3 X O DETAILS • GROUP a r c h i t e c t s 700 SW Taylor Street,Suite 400 Portland,Oregon 97205 A 7t050 f 503.236.7500 www.myhregroup.00tn f WALL FURRING AS NEEDED•• i:. ' l fI►• TO MATCH DOOR AND HOLD OPEN DEPTH IL �y ARC . i ' % % 1E • •E SON '� is :�% % .` A\ air i, 0-3 fi :l , . s.'' % HEADER /i'• `� I ' p� •• / PER ELEV. SHAFT dF '!•l I •�/ STRUCTURAL / I Ii;: _'i: (•: I % ,y ©MYHRE GROUP ARCHITECTS C THESE DRAWINGS ARE THE PROPERTY OF - . '4 /! ,1 RATED ELEVATOR DOOR HEAD TTO MYHRE GROUP E REPRODUCED NANYMANNER EXCEPT �.I/�/�/ELI/��I��/�/�/� WITH THE PRIOR WRITTEN APPROVAL OF MYHRE GROUP ARCHITECTS. I I■ ELEVATOR DOOR RATED ELEVATOR DOOR JAMB BEYOND 1 ELEVATOR DOOR HEAD DETAIL /;\ A5.6 «_ 1 3 -0« A SMOKE DOOR ASSEMBLY CONTINUOUS SHAFT BEYOND E �I'.- WALL RATED ELEVATOR DOOR FIRE CAULKING BTWN. .t LOBBY PANELING FLUSH JAMB BEYOND ' WALL!FLOOR _�� WITH FACE OF FIRE DOOR ELEVATOR DOOR • • 4 4 f.• ,,4111111111111111110- WALL FURRING AS NEEDED PERMIT • - I.• -40110 .-4 - 1 :. TO MATCH DOOR AND HOLD REVIEW SET 11• ll i '`'' FINISHED FLOOR s \ % ,� 4 ,• WALL FURRING AS ';. OPEN DEPTH • NEEDED TO MATCH �+ !� ELEVATOR SILL BY MFR. 4 DOOR AND HOLD OPEN �- Li I / a N _ LOBBY PANELING.4000001r1.;... \..., o 4 a g c DEPTH �. - SUPPORT CLIPS i//1/1///I////I� 4 ir∎∎11.. N. r I�.I///////�� //////// ; . '�-- -- STEEL DOOR FRAME I '{1� PROVIDE BRACING OR 4 ELEV. S HAFT S/ !. ELEV. SHAFT MAGNETIC HOLD OPEN ELEV. SHAF t ► `' _vie..<-C- ‘a"--------\ 4 I 111 NM I : POI' ...• ��/�/�/�/�� /�/�/�A SILL SUPPORT AND � f� MAGNETIC HOLD OPEN ... .: TRANSITION BY MANUF. .: \\--- l: .� ELEV. SHAFT PROVIDE SOLID BLOCKING / t FIRE CAULKING @ JOINT FOR MAGNETIC HOLD OPEN =' ..t liltIIIIII1NV•• SEE WALL TYPES FOR '• I ;' DARTMOUTH SQUARE _ TYPICAL ASSEMBLY ' .. • f OFFICE BUDDING i.i \ ,, .. ::• METAL STUD FURRING ', .. ,-..._ r' FOR GYP.BOARD io ' L.........].. i*Fra••' i' STEEL BEAM PER CO �f �- �' " / STRUCTURAL ;; /////////��//,//////// SMOKE DOOR ASSEMBLY • r r• E STEEL BEAM, O. A; w HOLD OFF FROM ....--.0 11935 SW 70th AVE. SHAFT WALL- -..�- TIGARD, OR 97223 Ark ELEVATOR DOOR SILL DETAIL 6 ELEVATOR DETAIL SEE STRUCTURAL. .L1. A5.6 3«= 1-0« A5.6 "= « 3 - 1-0 `� . ELEVATOR `� n DOOR V' "� 1 0 RATED ELEVATOR ? DOOR JAMB SEE PLAN FOR p WALL TYPE tt w 9g' ._ .....1 U • FIRE-RATED SEALANT, o a ,:. .4141*. ]a. 1f SEE 6/A6.2 FOR ADDITIONAL TYP. 2x FRAMING tO INFORMATION ':•;•., En _ .....LIJ i-IC Z CONCRETE FLOOR SLAB c'� SEE STRUCTURAL . • a �1\`\�\�\�� • . • d • 4 CORR. CORR. • 4 • • • • v a • �::::::;. \( SILL SUPPORT AND 4 a r f ' •�. G TRANSITION BY MANUF. d �� ,� �) — REVISIONS I m d d 4 BUILD LAST fi"OF WALL Ey 0 10/10/06 E • G a. CONC. SLAB-SEE STRUCT. 4 a'' J ;: • (EACH SIDE)AFTER • TYPICAL NOTES FOR •r U 4 FOR DEPTH = _+ - INSTALLATION OF ELEVATOR, _ Q 10/31/06•�� !'�E �� Q 0 4` 44 ., SEE MANUF.SPECS ::/ "Att.),�-\ 4 ° - CRUSHED ROCK BASE 4 I c. f. • .:0 elk y�l��,y�l��,� SEE PLAN FOR r c �00�� 10.4 WALL TYPE \ I F. =1 I i=1 I I=1 I I=1 I I=1 I ( a ° ELEV. SHAFT WALL •: ° I I III=) �_� �_� �_ a © 'r SEE PLANS FOR ,� • o '� _) ( � �_� �_� �_� 4 ELEV. PIT ELEV. PIT t' WALL TYPE .'4 •CD I _ _ _ _ ( MP: STEVE PEARSON • 4 ELEV.SHAFT ELEV. SHAFT• •° _� ,(_�+,_) , (_11�_� •` -- --- BENTONITE WATERPROOFING I• PA: BRIAN FREY m 11 III=III=1 I la 11_.-.• 8 JOB NO:053570 0 �—��—��—��—��— • �' DATE: 07.13.06 I ! FILE:053570 A5.6_Elevator Details.dwg 9 ELEVATOR DOOR SILL DETAIL @ ELEV. PIT 10 ELEVATOR DETAIL ELEVATOR FIRE DOOR DETAIL AT FIRST FLOOR 20 ELEVATOR FIRE DOOR DETAIL AT LOBBY A5.6 E ° cam m *e x 15 A5.6 3"= 11-0« A5.6 3«= 1-0« . .:,. ... 3"= 1'-0" A5 • 6 cic.,, La e 6 1- ° ELEVATOR °° ,w iii x ® DETAILS . GROUP a r c h i t e c t s 700 SW Taylor Street,Suite 400 Portland,Oregon 97205 t 503238.8000 f 503238.7500 www_myrnsgroup.nom 6 0 y h 1� >w T „,,,, C4 T EV, P '"SON -, NS '-0` 9'-1” 'LEAR �_— 8'-9"CLEAR • '� "� / ./ ,- ••RTi •, . , Y 410 0 4 ^ ip 1 1 .' OF —__—_.__ __-- � tra:n ate ►,N�V AWWAaaa.�r. ,+a was 41)91-5"(-) 4 1 ii 4 (e i (G'MYHRE GROUP ARCHITECTS J T J (� THESE DRAWINGS ARE THE PROPERTY OF B ,�� , U MYHRE GROUP ARCHITECTS AND ARE NOT e TO BE REPRODUCED IN ANY MANNER,EXCEPT C WITH THE PRIOR WRITTEN APPROVAL . I T i _ i OF MYHRE GROUP ARCHITECTS. B6A FD 0 0 FD 5'-4"CLR. 8`-7"CLEAR 8'-1"CLEAR 8'-1"CLEAR N S , ,i I B6A ► MK B6A A I = 3'_6" D 07 A 0 © S j © 21-g c , 2'-0" , CL-R. A ., INNIAMEWAWAYMMNWiiiVIIMWAVINISWINNI4SWIAW.I. A\ r-v.VallaWRAVNIWIMMINAWAVA WAYNNSAVAIVINNIMPWAYNNIPASWON Z\ 6 IP B4 - , .1 h(�}(/ /$ ©© / 0 4 1 4 4�' r ,I B6A ir► II 4 p g ©T ii D B / U NIC 2 ;1 N S o V © 'v 1 — N o o - 10 if),,, c T A r N r a r i N 0 FD 1 ti FD © FD r- TYP p 4 B w = ( 3 I--_ � A112 FD D A11.2 B r • V r m r B5 ► y B5 x . I v \ B5 CI� . _ lie u I N C ©kr - -- E 6 A � � j Jr- -a; ;- 1 ti* E6 , — — — 1 e 'tom o TT N ://) A11.3 r` 1 T , -, \ co O _ O - -- 0. 6 : r - ;::;:;1 :_; !i FD Ld C , FD — / 0-. t IV I o ,T'/ _T B 6 A ' jrDa - � REVIEW SET T l - � I _\ ' / ' ' st° 0 C4 i� �N S __ _ i , \ I -I ' 0 . I (I --•• : ::I ? - ; ' ---_ _ TYP I / -"It Ii''' ., ; a HiiETi - 1 t x, T I ..` 4 ,t� i ? }�Fxs)7� b�rX �X%Y1 -; `X YYtiixiAtik1AkitYzCtkz ixxF 1,� ' o D6A B6A 0 ©— 0 D6A 5'-8" T-3" 6'-11" 6-0" NT © C 9' 7" 8'-7" U© 9'-7" 71-- / / / 'NllMtMIIIPIIIPNIPP'A will■z\ / it)2",ie 1 D A11.3 B 1 FIRST FLOOR ENLARGED RESTROOM PLAN & JANITOR'S CLOSET Ark SECOND FLOOR ENLARGED RESTROOM PLAN 13 THIRD FLOOR ENLARGED RESTROOM PLAN A6.1 1/4"= 1'-0" `,. A6.1 ;�i 1/4"= 1'-0" �,A6.1 ;' 1/4"= 1'-0" DARTMOUTH SQUARE OFFICE BUILDING TOILET PARTITION 54"MIN. - GRAB BAR- WHERE / 7 PER ADAAG 29 14" INDICATED "CLR. MI 12"MAX. 42"MIN. 6" PAPER / / ON PLANS /�/ /� SANITARY NAPKIN �/'--- / DISPENSER SEE PLA J 36"MAX. ' DISPOSAL FLUSH - MIRROR / (WOMEN'S ONLY) LEVER \ / o • \\-\\\,� r 11935 SW 70th AVE. T.O.WAINSCOT T.O.WAINSCOT __ TIGARD, OR 97223 is. 1. , _ _ ,,L I I T— \ ____ _ __ _.__ , . _ LL:-!' NIL.,L I , 1 , 'n, i , z ,ct _ ' cn °4' T.O.BOWLO.BO 'L — - - rn, ic> c'y3 r1' I I �d r ' r. NI � 1 `�jJJ NI i tvi o)i NI in b tt�■ Ni SIDE WALL BACK WALL 1'-6" ADA PROFILE ADA STANDARD VANITY SINK TOILET SEAT PAPER TOWEL PAPER TOWEL ' 1,, ,. ; i ,i X INSULATED COVER DISPENSER! DISPENSER/ PAPER DISPENSER "` r` UNDER SINK PIPE DISPENSER WASTE WASTE r r . RECEPTACLE RECEPTACLE 4_ TYPICAL ADA ACCESSIBLE RESTROOM FIXTURE MOUNTING HEIGHTS A6.1 " REVISIONS A 10/10/06 0 U A 1 0/31/06 >i A 11/02/06 N RESTROOM KEY NOTES f 0 PROVIDE TOILET ROOM SIGNAGE: 1/4"THICK, 12"GEOMETRIC SIGN 60"A.F.F. ON DOOR. PROVIDE RAISED LETTERS/BRAILLE SIGN ON LATCH SIDE OF (11) SOAP DISPENSER, BOBRICK B-822 _ U DOOR MOUNTED ON WALL,60"A.F.F. o ci:r CI SANITARY NAPKIN DISPOSAL,WOMEN ONLY, BOBRICK CONTURA SERIES MP: STEVE PEARSON C5 Q ACCESSIBLE URINAL. •p Q 1 RECESSED WASTE RECEPTACLE,BOBRICK CONTURA SERIES PA: BRIAN FREY m X GRAB BARS. JOB NO 053570 8 2 13 CUSTOM WOOD TOILET PARTITIONS AND URINAL SCREENS,SEE INTERIOR ELEVATIONS °o (9 ACCESSIBLE WATER CLOSET. DATE: 07.13.06 2 X E 14. TILE WAINSCOT a@ WALL TO 4'-0", SEE INTERIOR ELEVATIONS ("1, a0 CI MIRROR. FILE:053570 A6.1_Enlargd Bathrooms.dt ccor glii STONE COUNTERTOP W/UNDERMOUNT LAVATORY,SEE DETAILS. =X p ,C >® TOILET SEAT COVER DISPENSER, BOBRICK CONTURA SERIES CI co N Z c 1 o Q TOILET PAPER DISPENSER, BOBRICK CONTURA SERIES A6 . 1 o . 0 RECESSED PAPER TOWEL DISPENSER/WASTE RECEPTACLE, BOBRICK CONTURA SERIES I� a ENLARGED 4 ° BATHROOM iii x ® PLANS MYHRE . GROUP a r c h i t e c t s B A 0 D D D 700 8W Takla street,Suite 400 Portland.Oropon 97206 t 503238.8000 f 503.238.7600 www.myhregmup.com 2'-0" , 1'-6 1/2" a' 1'-6 1/2" I) 2'-0" 1'-6 1/2" 2'-6" 1/2" 1'-6 1/2" T.O. PARAPET " / T.O. PARAPET ' 7 ' , � +284'-6" 1 1 +284'-6" rd) I d�I 44 I CAP PLATE ,' :Øi RSON o BEVELED CAP I 1 T.O. PARAPET • a +283'-2" ROOFING UP PARAPET i// Ii II �� • 1/�7 / 0 DOUBLE BRICK CORBEL r V I ,� ,R 9 % I I BRICK VENEER �� SINGLE SOLDIER CORBEL 1 T.O. PARAPET r w II A7.2 SIM. %/ I I I % I +282-fi `� QQ } ( ( �� I BRICK TIES I ' I SEE 2/A7.1 FOR TYPICAL I ! I SEE 2/A7.1 FOR TYPICAL OF I o I 2, 10 / I I VA O 10 PARAPET ASSEMBLY I I I / - I A7 2 I I PARAPET ASSEMBLY A7.2 // II �� INFORMATION I �� I INFORMATION ice,! STUD CLIP %/ %/ I I %/ % %// A 9 A ©YYHRE GROUP ARCHITECTS 10 j� P-Ad' 9 / I THESE DRAWINGS ARE THE PROPERTY OP A7.2 i/ A7 2 SIM. I A7.2 / MYHRE GROUP ARCHITECTS AND ARE NOT I ( TO BE REPRODUCED IN ANY MANNER EXCEPT SHEET METAL STUD CLIP WITH %/ U'! SLOPE %/ R1 %/ I 0 I of H MYHRE PRIOGROUPI NARCHIIECTS STRUCTMENT ANGLE PER i Mk /_ + '�'k SLOPE / '�� SLOPE r R1 - %/ ��+ ►► ---- T.O. DECK V. �'` - _ % __ r.e ,i, 1�.��.��..��......��..��....•�•�•�•�•��.�.�.�.�.� r « j (fir- �.�.�.�.�.��.�.�.��.......�..��...�..�.�....�...•.. % �i ��..��.�.��..��....��.'��....�.�.�.�.�.�.�.�.�.�.�.�..•..•�4,1*1111111 inalmm STEEL JOISTS PER STRUCTURAL r ,.. . .__ _......_.. ._.___��.��,,��....... +280-0 %/ .,� . .►...._... . ..___.,��.�.�.��..... /A h ...-...... ..�_�_�.�o�..��.�.�.��.�.��......... �. �1►'' ��I �I�r��►� _'" . �,. ' �IAMMI �I%�'�► �I ' - - ��+` �� E��►��i��I��I�: STEEL GIRDER PER STRUCTURAL / A Irv& I MIIIIIIIIIIIIIIIIIIIIIIIIIIIVAZIIIII ili ��_.''�.`�''•'•' .�r STEEL ANGLE SUPPORT `%� ...„ p__ .4. ® �A -� ,�� SPACED PER STRUCTURAL � , // /4 � � JOIST Orr 'F'�' METAL STUD WALL // "Mil 'r�� / lu:JHMIIIIIIIIIli 7-/ ® �� I ANGLE BRACE ' �' EXTERIOR GYPSUM SHEATHING E -.1604......... Val CONTINUOUS WATER i EA RESISTANT MEMBRANE 0 1 JOIST �`-' JOIST O I JOIST GIRDER 7-; al.! 4 I ---- 'AN ill WINDOW HEADER %/ GIRDER \ -440 '�I SPANDREL GLASS �� ''. e 7-4 ��1 iiiiilii ► SEE 2/A7.1 FOR TYPICAL '�; SEE 2/A7.1 FOR TYPICAL ��( W NDOW WALRL S STEMUM• ��'► STUD WALL % �� WALL ASSEMBLY WALL ASSEMBLY , ___.∎ ��' EXTERIOR GYPSUM ��"' ��""� INFORMATION INFORMATION - l ', % SHEATHING PANEL % % - rlini- DROP-CEILING \\ 1 SPANDREL GLASS PARAPET AT ENTRY 2 PARAPET AT HIGH WALL 3 PARAPET AT MEDIUM WALL 4 PARAPET AT LOW WALL A7.1 3/4"= 1'-0" A7.1 3/4"= 1'-0" A7.1 3/4"= 1'-0" A7.1 3/4"= 1'-0" PERMIT E REVIEW SET I I STOREFRONT WINDOW SYSTEM `'.21W I ; E "'" SEE 2/A7.1 FOR TYPICAL i�►^'` ; I SEE 2/A7.1 FOR TYPICAL E o A WALL ASSEMBLY / r. .1 WALL ASSEMBLY PA SI N •I r� '�' INFORMATION I ' INFORMATION CONCRETE SLAB ON GRADE VA ,�,. ( %/ %/ 1 SHEET METAL STUD CLIP ■ r:i' 1 STU D CLIP %/ V I F1%/9 ��d d • 4 d ° ° VARIES . 4 1�1�. °• ' i/ ° ;ilk �'�/`" / O �� DARTMOUTH SQUARE `4 �. /� d OFFICE BUILDING . ,. dillitsirliblrlfr. ' . 1° d /�1 -l��l� // F � •�M �2• %/ JOISTS %/ i ? * .;ki E:d BEAM POCKET 0 %/° % Q ...- G 'DER JOISTS•�� • • �� ''� rL EXTERIOR WALL,SEE WALL �(% -Pir//// / • • • E I .�j GIRDER d :'� '� l l=/ BEAM %/ 10. TYPES / / 11935 SW 70th AVE. .��t� � -�►�, CONTINUOUS WATER / - i METAL STUD SOFFIT �� ., TIGARD,OR 97223 • l ! • ! RESISTANT BARRIER %/ 0 %/ { ;►. .+. , ��4�i' % �- _T._ , BOX BEAM I �ji ACOUSTIC CEILING TILES O • d - CRUSHED ROCK BACKFILL �� r -, .�c1� �► <� • PER GEOTECH REPORT % 1110 � ll _ I % I El ��..l1IDl�►S►rrl� _ ° �:el �= �,�,,,_ ACOUSTIC CEILING TILE�. �d � • � �� STUD FURRING WALL � �� $II 0 ►l ►-�- I I .- ENTRY WINDOW SYSTEM �� 'J a,� s Alb/�II�IIn.t._. s4 1Ra1.• .. RETAINING WALL CANOPY BEAM,SEE A7.5 ANNODIZED ALUMINUM __ + ___.,_ ,.''' ' .: _ x A8.2 ■ NFAFDI1E-OVER 1/2"EXTERIOR 5 TYPICAL RETAINING WALL PILASTER FURRING BEYOND ENTRY HEADER TO WALL TYPICAL FLOOR TO WALL 7 A7.1 3/4"= 1'-0" 3/4"= 1'-0" A7.1 314"= 1'-0" STUD FURRING WALL I PILASTER BEYOND RETAINING WALL DRAIN ROCK STUD FURRING WALL �""''~-- ENTRY DOOR TRANSOM WEEP HOLES @ 24"O.0 ��i�� " � E, SEE DETAIL 7/A8.2 Q =..:..= =.I CONTINUOUS PERFORATED I I METAL FLASHING *~mil-�!�`�I�+IEI FOUNDATION DRAIN PER ENTRY STOOP.SLOPE i��itll�I1�- GEOTECH REPORT 2°lo AWAY FROM ENTRY r"� ( I NOTCH FOOTING FOR REVISIONS F2 ft. . . � '• O;•4O LA I I VENEER SUPPORT ` r«.. .I��`'' ° �!• l'"l':l'! ENTRY THRESHOLD %/ ► Al 0 10/10/06 m {�' A. � i �� DRAIN ROCK = _�!►'' a • • I I ► CONCRETE SLAB AND STEM �. ., �� .�, 10/31/06 U� ` _ ., 4 �'•! !al:�1�'!It! i WALL %/ jam! CONTINUOUS PERFORATED i � a . . .•�► �� !• �� ,.�► �. > •�' a ° IIPAI •-•I`�. i1�i► CD 1 %/ �►�•M FOUNDATION DRAIN ``-/' \----ROOFpDipRAINIGN\_ROOFDRIÔJN 0+li►lli►l+l1►l� lam♦ �� rii 410,...4 ritiont O d • • d me, .4.. ° °. . l i- 4 a d DRAIN ROCK %,'i_�,'.� d d° Ili ii�• t °� d• '° d d *WW1 CONTINUOUS PERFORATED 4 I -��,d d ' l I a•d 4 � . . ° • •r ! : : ��' � FOUNDATION DRAIN 16"A.F.F. 2 a 4 �( CENTER LINE OF PIPE d • 4 ° �n1!' d II • 11-41�+ �� _�1 MP: STEVE PEARSON 4. CO a° 4 !-i• ••l�- E 4 - RAIN SCREEN-TYP. '�' �iiiiiigg 4 `` PA: BRIAN FREY CD datelVINarle�� ° -I _ OVER FLOW DRAIN i/ �/ JOB NO:053570 ° a �•I•iI� a SEALANT AND BACKER i DATE: 07.13.06 d °. a ROD ALL AROUND rI J03 l- l- • ° ` d° d• i ►_ ��1 FILE:053570 A7.1_Exterior details.dwg co I I �AI4 r �l'_ ¶ ;r+lr;1 a ° SEE WALL TYPES .. . „, . NI- FOOTING 1 ,, 0 A7 • 1 N 0 o1M o ® 0 9 RETAINING WALL FOUNDATION DETAIL 10 ENTRY FOUNDATION DETAIL 11 TYPICAL FOUNDATION DETAIL AT WINDOW 12 OVERFLOW DRAIN DETAIL 3/4"= A7.1 1-1/2"= 1'-0" EXTERIOR o ~ Cl- A7.1 3/4" = 1'-0" A7.1 3/4"= 1'-0" A7.1 3/4 - 1-0 ifi WALL DETAILS MYHRE • GROUP architects ell CO 41) 700 SW Taylor Street.Suite 400 Portland,Oregon 97205 t 503236.6000 f 503.236.7500 vnawnlyhregroup.00m ‘-'4■*•-■'E. 1 1 MECHANICAL UNIT cm.cuRB opre r° ,pperii, MECHANICAL UNIT ?-.,■• .2eik ), /-- MECHANICAL UNIT ■..7 4 1 SON •-*(7i• ^6=6- / FASTENER CAP PLY COUNTERFLASHING 2"CANT STRIP 47BASE PLY COUNTERFLASHING i n / Ail FIRE-TREATED WOOD NAILER RIGID INSULATION FLASHING UP CURB / A A g I A FACTORY MECHANICAL CURB CONCRETE TUB CURB \ \ /--- FACTORY MECHANICAL CURB • , ,,- • •- * CONCRETE TUB CURB CONCRETE TUB CURB BEYOND o;Ca ILIQ ..,..; BUILT-UP ROOFING -.I/Arad A #1 Elitr rI OF' 1 I 1 I Ilk, IL Alli -4 Al SEE 2/A7.2 FOR'TYPICAL 4/- RIGID INSULATION 6"CONCRETE ON METAL DECK ©MYHRE GROUP ARCHITECTS THESE DRAWINGS ARE THE PROPERTY OF MYHRE GROUP ARCHITECTS AND ARE NOT TO BE REPRODUCED IN ANY MANNER,EXCEPT' / 01 AdlIll,.,„, A •-4 MECH TUB PLENUM r4 4 I 4 1 EDGE FLASHING PER DETAIL 10/A7.2 „ , • P i MECH TUB PLENUM ■ MECHANICAL TUB ROOF ASSEMBLY WITH THE PRIOR VVRITTEN APPROVAL OF MYHRE GROUP ARCHITECTS. • 4 I 01 , l■\ 1 4 , A : . "t. 1 EDGE FLASHING I ROOF HATCH 0 1 •-■ ■ 4 4 4 PER DETAIL 10/A7.2 A ere ASSEMBLY 1 4 PER MANUF. P• V 1 r '.v' ' 8 1 4 , 0 C) I •4 1 8 it A 0 di A 4 Ai 4 • • 4 _ lit *-•-•-•---•-•-•-•------•;•-; *WV.' A . _ ,._ ,..---.A5-;111 4 4 ' • S ••••••••410. .4 •kt•t*,,,a.2.44-At*.A......t0■A A 1=44--;--;''-i• --------:."---==-r -==:: : =.z=7:-=-;- -ii"7;-4 -.--- M k A A A•....„A,....................A... ■-•..•-•A k.4 ;i '''• -.." i--47-. :i ""..--'A-a--A .-----1- "V I , r--iv-. . 44 ••• • 4■414 :'''. A 4 4 4 a • • • 0 . . #,4 #• \ N-4 .a.4 VII t. N.% A A 4 \ • Aw(":, • A, ! 4.,Ia. AI 6411. •.IIAII. A.alo.46 .1 zL,.-... 4____.: 5...... . 4.___ ......___,....._ _____ __„........ , Mr " Nom. Wil '-'"wilf .., , .... ,,......." ---1,- '... \ A\ ...... . A\ 1 1 1' 1 1 , 1. , 1 ■... ■ ' ' -4 ■-• ,■ 1■ ! 1 ■,,..._ ! ,...... .Illk i....11.410, TYPICAL SHAFT WALL METAL DECK ROOF ASSEMBLY --- -/ WF BEAM PER STRUCTURAL ,. , i , , I, 1 1110 'r---- --"" i,Id" MECH SHAFT WF BEAM PER STRUCTURAL llill WF BEAM PER STRUCTURAL -1 ROOF HATCH DETAIL iiii, MECHANICAL UNIT CURB MOUNTING Airik MECHANICAL UNIT CURB MOUNTING Rik MECHANICAL UNIT CURB MOUNTING A7.2 1 - 1/2"= V-0" A7.2 3/4" = 11-0" A7.2 3/4"= 11-0" A7.2 3/4"= V-0" A A 4 2 4 3 4 A7.2 1 A7.2 A7.2 8 ... . . • . . ,ie I 300-1/2" I I dr 89-1/2" / . • ° . . ' . .' • 41) • • .. . .. • . •• ' .‘. • • • • . . • • • • • ... • . ..• P'' "1-' T.O. PARAPET + 284'-6" PERMIT .. ..• • • • :,miti , • .. • . • BUILT-UP ROOFING . • LOWER . . • IOW- r • REVIEW SET • • ,--... • PARAPET i SEE 9/A7.2 FOR •• . • :Mb . . . i in l't - . • 00 - A • ,... ... 2,-, • .. . • • •. BEYOND PARAPET INFORMATION ••• • • • :■1111 reA 8 •/- .... • „ . • MO •0" A7,2 I MI hip I ; DOUBLE BRICK CORBEL MECHANICAL UNIT • • • • ••••• • • ' PARAPET WALL BELOW 1 IIII I !! .. • . ari_d • . . • • • . FRAMED TO CONNECT WITH I MI 1 I 1 .;■ . . ., • ' . tt . . ADJACENT PARAPET li •. . • . • • . . . . • • flo--.. A . ' . . 11 ■••■■■ . ■ , • . . • • • . , • • • . ap-- A72 1 iril I k H . - • v. A • .• . ROOFING UP PARAPET TO A ! o ,: MECHANICAL CURB • • ''•-• • • • 410. /qr- . 10 i BOTTOM OF SUPPORT PEDESTAL PER MANUF. : 04. : r _ , ANGLE • • . _ 1111 • Si°.' 0 A7.2 1 •-4 8"STEM WALL CURB • ril. j I 1 Z\ FLASH PER 2/A7.2 A ! •. • .-40 4 \ ROOFING UP PARAPET 4 ., . . .. • Itar w 0-- . fr-L' I • MECH TUB PLENUM 4 A . ' • . ,..., ... .A CANT STRIP . • WM ------- ------4 0 ;4,--;--:-.---;4.4,4--.,,--..kii,-,-•,:!--,,,ri.-- • -„--------:;•-,•:- - - - - ;•-,---- : 4 . ' 1791•="1% Ad/ • J ■ T.O. DECK •• • • . • win illy 0, N. 'I..........tt... -' ' a. , + 280'-0" .1'0 D AR_TMRIOUTH SQUARE \. \ \ \ ! 1 4 ' ° A. - ' °. ° . • 111.41 '' CAP FLASHING OF PARAPET *AN. ....._._..,..._....._,.„..,__.i.t..._..___._,. _.,_.._.__........_.....__.........___ OFFICE BUILDING (11 1, 4 k _ 4 t.., 1 L, _ 4 ..,_.: ;m61 tilt-Aryl lw-ji :=-1 BELOW BRICK VENEER WALL RUNS OVER Wr ); ■....4t.t."..4.4.4.4-N k V.S.S.W4.4* ..4.4.4.44.*..S.S.M.4.4*.. ....St WA --- ,.,. ....=-2=...:-..=--- ----- -...-==-::=-.....---....,.......----------,...,.....................----- .4, 4, ----..,,..____ v,r,,, , ,:' . .....-.! .......A. .., 4 AND PAST PARAPET CAP BELOW 4 • `s.•.•4 4 <7 4 4 4 4 . ..! a 4 IA_ 4_ - __...._. ____ _ - _ _ _ 04 , 1:ipp., .4 ____ LA___ 4 4 . 4 4 4 \TA .1 4 4 ____...4. __.,_A L.,,,....1..,,-',71.. ..) 1111111111111/11 A METAL DECK ROOF --r-- ..--wie • -Ilk ,.., .....,„._ r Adir Air lardir A PARAPET WALL ASSEMBLY ..• I !---40 1 mom _.====... , , , .1" .4, _________........._ STEEL JOISTS PER STRUCTURAL .,i•• ■4:.-.0, KEY CURB WALL ■ ,j t 11110.-e RIGID INSULATION LINER --40; ""*---------------------------- STEEL COLUMN PER STRUCTURAL _ Wit 6"CONC.CURB RIGID INSULATION 11935 SW 70th AVE. 6"CONC. ON METAL DECK 1 ..,:„„„ - 11010-■1' ' 0 - TIGARD, OR 97223 METAL DECK ROOF ASSEMBLY ; !• '': i-p*,-'4: ' STEEL JOIST GIRDER ...-i___ 1--wwwi - ,Al MECH SHAFT WALL 6"CONC. ON METAL DECK 0 /1--- INSULATION Ark MECHANICAL UNIT MOUNTING CURB gal ROOF PARAPET RETURN PLAN 8 ROOF PARAPET RETURN SECTION A7.2 3/4"= 1'-0" A7.2 3/4" = V-0" A7.2 3/4"= 11-0" 1'-6" 31-0" l'-6" / . .5 5 , . . I k, i • L.I.i ROOF a. ,. DRAIN 0 ...,, OVEF:LOW/ 6// to\ \ co ___ ___ -., I , ! - '•°' MTL STUD,S.S.D. ' 4h,,,,,,,,ii . . . , , . STANDING SEAM BEYOND 1 LAYER TYPE'X' ..7. PRE-FINISHED MIL PANEL EXTERIOR GYP BD. 1 li, „.„ s , , ,_ , .,...... \ A AL A ..:.. A a ..., MIIIIIII,.. PT BLOCKING ALLOY DRIVE PIN ANCHOR --.. -........,:. SLOPE 1" A ,-,LOPE 'll giNNIWT .,1111 . IIH. "1 SLOPE TYP.je 441‘ - T.O.PARAPET fl) \ IIIIIIIIIIIIIII W/FORMED NEOPRENE • irmorrsormow WASHER VENEER SUPPORT ANGLE :49 1- -■,- -------■ \c" MTL PARAPET CAP OVERLAP BUILDING tit \ALLOY DRIVE DRIVE PIN ANCHOR W/ III: PAPER 0/ROOFING / 0 Zo Mx"- 'l.., REVISIONS •:4---, fo ihb, \\ itimbadmillis FORMED NEOPRENE WASHER 11116..11111Ah. .. •5 SHEET METAL FLASHING \ 0 A 10/10/06 c I-- tile \ \-•• 0 EXT GRADE GYP. I. 7 ----- CONTINUOUS CLEAT lit hs57:211111 ill.. iiiii . A 10/31/06 m NOTE: o I PRE-FINISHED ALUM. '411/4. -■ .\J-_- FACE OF WALL I BACKER ROD&SEALANT REFER TO ROOF PLANS FOR AREA OF TAPERED INSULATION W ° SPRINGLOCK FLASHING :=, BUILDING PAPER WRAPS COAFTDIORANSIN/OVERFLOW DRAIN FROM 5"TO 0",TYPICAL ROOF OVERLAP BUILDING PAPER OVER SUPPORT ANGLE FIBER CANT TO OVER ROOFING OROVEORFFMLOEMWBDRANRAIEN CLAMP Co WEEP HOLE ROOF DRAIN PRE-FINISHED ALUM.SPRING 2 ) c 1 I LOCK FLASHING METAL PAN I \\ 10 r BUILDING PAPER-WRAP PARAPET 3 1 BUILT-UP -OOFING • • . ° METAL FLASHING UNDER SUPPORT ANGLE rl7K6" 11-0" BLOCKING o 1 r L 0 . ° MIL STUD,S.S.D. PROTECTION BOARD MP: STEVE PEARSON .1. r ■94T ,, ma .......A. .„armilow--- ,,,,,,-•_,,,1 -1, Eamajillilik ) • 1 , EXT GRADE GYP. 11 ......... Alla ..' -41----------------- 1 LAYER TYPE X c • PA: BRIAN FREY 0 1\k \ MEM. .. EXTERIOR GYP BD. EACH SIDE ,- . -.....,....-.^, NV v. v. ... N. v. v. N. ■ ■ vi RIGID INSULATION . IF III -11' .1-1-F-At I II VW'■ "willtr■1%11111111 1 I I■7:4 pi k 111. • II 03 EXT GRADE GYP. • .. BUILDING PAPER JOB NO:053570 a) MINIM 11•IIII■■ ."11117.' I i...C) 4/■ .4.11.. A A IN DATE: 07.13.06 6 BRICK TIE ..... r A PRE-FINISHED MTL DRAIN SUMP RECEIVER E . gig elf 10. ..ctit A\ ,•• PANEL, EACH SIDE ROOFING UNDER DECK CLAMP FILE:053570_A7.2_Exterior details.c 2 ...1: ' c• ,-- RIGID INSULATION SECTION A-A cr ..- 1"BRICK CORBEL .IN DRAIN PIPE PER PLUMBING ROOF DECK f.. co AT SIM. CONDITION m o RIGID BACKER BOARD 0 0 ,8 N 'c x 1-; 9 TYPICAL PARAPET CAP DETAIL io TYP. ROOF FLASHING AT PARAPET Ai WRAP AROUND PARAPET VENEER TRANSITION Ai& ROOF DRAIN DETAIL co . c., 0 !CZ' 1 c7) A7.2 3"= 11-0" A7.2 3"= 11-0" A7.2 3"= 11-0" A7.2 3/4"= 11-09 A 7 . .1, •• co 23 v EXTERIOR . 0. . iii . c.=,. T2 to. ROOF DETAILS H ® • GROUP 0 6 0 NV a r c h i t e c t • 700 3W Taylor Street,Suite 400 Portland,Oregon 97205 t 503.236.6000 f 503.236.7500 www.myhregmup.00m O TYP. CANOPY SUPPORT COLUMN, � � 'Cy SEE STRUCTURAL ` HOLE THRU I `N CHANNEL l_ ENTRY BUMP-OUT �� FOR GUTTER � "� TE . P !MN DRAINAGE n A Mk. ,L. �' �i N SEE STRUCTURAL FOR BRACING BEYOND ;; �'� • ��? / • BRACING DETAILS .„ - .r t e r 1.... ANGLE ANGLE O, ,O ANGLE r ANGLE , ;,;:'' 1 a: W I •� I DSI IDS I W I all :: OF z� GUTTER w m� 9 w� m� z m� w z' ; w \ a 10 z IL z ,',- , iii Q! �' A7.5 ZI 1 Z EN 01 61= z� z A7.5 vi' = vi' OJ _' siM. ,.co 61(3 � ��''��' CQ MYHRE GROUP ARCHITECTS ��L_______________�_______________�___ _______ _ ___ _�. _ __.____ _ •:'' THESE DRAYYINGS ARE THE PROPERTY OF DO.IBLE CHANNEL DOUBL CHANNEL \ -'I'i- ‘„,.. MYHRE GROUP ARCHfTECTS AND ARE NOT TO BE REPRODUCED IN ANY MANNER EXCEPT SEE STRUCTURAL SEE STRUCTURAL STRUCTURAL EQ EQ. o `�1 '!� `\ % `\ OF MYHRE GROUP ARCHITECTS. � / ..8.-1. / 2T-4” / -23'-4" / 1 I I 3 CONTINUOUS • I I \ � 9 CHANNEL ACROSS I ._ A7.5 A7.5 FACE OF CANOPY b I I SIM. SIM. A VARIES j VARIES SEE ELEVATIONS L SEE ELEVATIONS L,i, A 5'-0"TYP. 3'-0" ® 11 A7.5 A 1 CANOPY PLAN - DARTMOUTH AVENUE (SOUTH ENTRANCE) 3 CANOPY SECTION 4 CANOPY SECTION AT ENTRY A7.5 1/8"= 11-0« A7.5 1«= 1��« A7.5 1«= 1��« ® 6 0 -8'-2" , 27'-4" / 5'-6 3/4" / 19'-3" / -7'-7" / SEE STRUCTURAL SEE STRUCTURAL SEE STRUCTURAL CONTINUOUS SEE STRUCTURAL SEE STRUCTURAL .# yL �/ / (7\ 4 CHANNEL ACROSS PERMIT A7.5 A7.5 FACE OF CANOPY N.r--- __________r_ __ ______ ________ -�'� CANOPY BRACING- REVIEW SET I I I I � I I 1 SEE STRUCTURAL I -J 1 1 Ji STL. CHANNEL CANOPY FRAME- IW °—°I w di w °—°i w z� w� a. Id m1 w wl SEE STRUCTURAL HOLE THRU ? FE HOLE THRU z z 0 A\ a z a �,r, 11 a Q tiN...i.i m HOLE THRU a z I z uW I O CHANNEL z 1 O co I O =I CHANNEL z 1 141 I O I Q -1 ¢� -i •� A7.5 (3 U i Q 1 7.5 GUTTER co Cn CHANNEL I FOR GUTTER = co �- FOR GUTTER = cn DRAINAGE V -c.,, ! DRAINAGE V ) FOR GUTTER U I z�_ /'/'� '� SHEET METAL ROOFING- �? I I 1_._21LL CHANNEL CHANNEL CHANNEL • DRAINAGE I I AFFIX TO PURLIN in I I � � � � I I I � ENI / _amidit � � ij11 �A75 DS DS /� gS AFFIX SHEET METAL ROOFING TO ANGLE ANGLE ANGLE ANGLE PURLIN W/MTL. BOLT W/ NEOPRENE SPACER AND MTL.- 1� ` kIká �_ `, SAFEDRN I. ' ` ` - DARTMOUTH SQUARE N EEDE T.SPPORTS, . \ / OFFICE BUILDING ;mk,STEEL PLATE SEE CANOPY PLANS FOR SPACING TYP. CANOPY PRFV GS I O E NSECT MTL.ANGLE PURLIN- SUPPORT COLUMN, ora SEE STRUCTURAL SEE STRUCTURAL SCREEN SHEET METAL SOFFIT %�///A•i-—Mi�i�i�iii�i�i�i�i�iiisi� /2\ DOUBLE CHANNEL, BACK TO 5 CANOPY PLAN - MAIN ENTRY (NORTH ENTRANCE) 8 CANOPY FASCIA DETAIL BACK AT SIM. CONDITION TIGARD,OR 9 223. _.:A7.5 -1/8"= 1'-0" A7.5 3«= 1'-0" ,:4_ , : ..__5 518" A BRICK FACE WALL '� '� v WALL FRAMING -ATTACH TUBE STEEL , i..0 STOREFRONT SYSTEM TO WALL, PER STRUCTURAL. ` PROVIDE FLASHING . MO ;; "� ;; TUBE STEEL BEAM PER " 978 � >, STL.ANGLE CANOPY FRAME METAL STUD WALL. ' STRUCTURAL DRAWINGS FINISHED EXT.WALL FACE kir „SEE STRUCTURAL TM ,. ► PROVIDE FLASHING. =x fr .a► / I�� '! MATCH STOREFRONT FINISH ON BOTH SIDES OF TS I_v II 11 „ At._ &AiJr , .. .. I II /II SHEET MTLROOFING- / / ii► SHAPED KNIFE PLATo. i 1 FINISH TO MATCH CANOPY FRAMING. ■ FINISH TO MATCH INSERTED WELDED �� ~ I CANOPY FRAMING. \ / TUBE STEEL CAP. ckl `� / / 0 / / :; " ;; / TUBE STEEL THROUGH EXTERIOR i .�m.. _. � �/ ! „ AFFIX SHEETMETAL ROOFING TO , VENEER. CAP WITH STEEL CAP•PURLIN W/MTL.SCREW W/ 11- -- 'o , PLATE.WELD KNIFE PLATE TO T.S. MTL.-TOPPED NEOPRENE / / / - , CAP. SEE STRUCTURAL -� Al WASHER. 7i 1 i / 0 WALL FRAMING-ATTACH TUBE STEEL / / / ' ! , / TO WALL, PER STRUCTURAL. -1 REVISIONS !t :.PURLINS- I 0 a 2 t__.-.-._-' ____---.,, c PLATE STIFFENER- �I/�/�� Q2 10/31/0m / / T.S. PURLINS- / .,� , øZY . f.YfJ4 SEE SUPPORTS- •1 0 SEE STRUCTURAL // '�' Oil I UI SEE CANOPY PLANS FOR SPACING , �i�.► 0 Q PROVIDE DRAIN HOLE ?; I ;; , 111111,10. I o THROUGH INTERMEDIATE , STL.ANGLE CANOPY FRAME CHANNEL SUPPORTS / ;; —�- _``_`_` \SEE STRUCTURAL ALVA!" c ALIGN WITH GUTTER ' ;; . SHEET METAL GUTTER ? DRAIN, ROOF,SOFFIT pPr SLOPE TO DRAIN i II SHEET METAL SOFFIT ;? P AND CANOPY FRAMING 1 °o� LOCATED AT NORTH MP: STEVE PEARSON CANOPY ONLY. / °' TUBE STEEL THROUGH EXTERIOR I / c .. .. SHEET METAL DRAIN GUTTER SLOPE TO DRAIN SAFETY DRAIN HOLES AT CORNERS / m SEE 121A7.5 FOR MOUNTING 2 1/2" ` SLOPE TO DRAIN OF STEEL PLATE SOFFITS VENEER. CAP WITH STEEL CAP Pk BRIAN FREY 'I PROVIDE INSECT SCREEN PLATE. WELD KNIFE PLATE TO T.S. • " / « o = I. O ;; -.� CAP. SEE STRUCTURAL 112 *I 6 1/8 JOB N0.053570 8 E DOUBLE CHANNEL, BACK TO SHEET METAL DRAIN PIPE THRU ; STEEL CHANNEL CLR. DAND DOWN WALL TO GROUND BEEEN TERMEDTE FINISHED EXT.WALL FACE / Details.dwg j IV AN PY AT STOREFRONT DETAIL WA L M a LI ;..--- TYPICAL CANOPY TO WALL MOUNTING DETAIL CANOPY DRAINAGE DETAIL C O L MOUNTING DETAILS 9 10 11 P: F " A7.5 3e A7.5 3"= A7.5 3«= '-0" A7.5 3" = -0" 0 CANOPY i-- o DETAILS . o ,4 m a x • GROUP a r c h 1 3 a c t a 700 OW Taybr Street.S rto 400 Portend.O,w on 07206 t 603.23.6000 t 003.730.7000 www.ngAropoup oom e e 41) 0 Tr,_ I / I �A�i,%l iA %// .NI'r/ .�Iiw2rAiwAir? ' MATCH STOREFRONT �� ,r' —� �� :_ .,r: r l TS COLUMN ' SON �� ` T T .,I+ ,rfir T T, :�� 11 SEE STRUCTURAL I h � � T T T T T T ii a�� :� , EXTERIOR WALL EXTERIOR WALL - �� '� '. ii, . ! ` 1 / ASSEMBLY SEE ASSEMBLY SEE ENTRY STOREFRONT • • � _�,, �1�� f i .,� �'i"!_, lAraLiv TYPICAL WALL TYPES TYPICAL WALL TYPES ORTL' WINDOWS / �,,� ii �� ." RONT WINDOWS 1 STOREFRONT WINDOWS/ �'�,t -1 f TYPICAL WALL TYPES �� r 1 p L �� '�� \ r rAr �'', '�� '/ Q MYHRE GROUP ARCHITECTS I...� �--i i THESE DRAM/GIGS ARE THE PROPERTY OF ' i 4 z ■� A ' ' MYHRE GROUP ARCHITECTS AND ARE NOT will, „0 . ..,,,,. ` ! !r:, - - � �� T� TO BE REPRODUCED MI ANY MANNER.EXCEPT : T IMtiVAVIII$ TOF MYHRE GUP,r .4„,„„i •�.� T�� b1NAWJ 7 Y!r��► Elffr. jESTRUCTURAL T ME- TS COLUMN /\ TS COLUMN,SEE el /1 STRUCTURAL T. �, SEE STRUCTURAL EXTE' O' WALL I �� 1/2 GYP, BD. ASSEMBLY,SEE METAL STUD FRAMING TYPICAL WALL TYPES I /\ STOREFRONT WINDOWS �/ A TS COLUMN n SEE STRUCTURAL __...,.../dr___ 1 COLUMN FURRING 2 COLUMN FURRING 3 COLUMN FURRING 4 COLUMN FURRING A7.6 1" = 1'-0" A7.6 111 = 1'-0" A7.6 111= 1'-0" A7.6 1" = 1'-011 0 0 0 PERMIT `*,,r. REVIEW SET ill ��'1 INTERIOR SEPARATION .� PER TYPICAL WALL \ USE PIN TO ATTACH COMPRESSION TYPES STRUCTURE OF 45° / CLIP&#12 VERTICAL WIRE i ► MAY BE USED r t;� • � TS COLUMN \ / 45° V SEE STRUCTURAL ""' ! 3/4" HEAVY TUBE COMPRESSION �"� METAL STUD FRAMING STRUT @ 12'-0" O.C. MAX. EA.WAY r -4 TS COLUMN 1 ' ' DOOR JAMB �► (6'-0" MAX. FROM WALLS)AS PER 1/2 GYP. BD. ~ �� (ASCE 7-02 SECTION 9.6.2.6} �I SEE STRUCTURAL Ott . \ _ 01044 �►'� ® Q CEILING STRUTS 5 i ELECTRICAL METALIC TUBING Via•. ► 1/2„ TO 2'-8” A Mai 4 �T r 7 T T T - —�+ T T T-T�T =� pY. 3/4 TO 41-4"1111 i el® ;-� el ,..,...., 45 1 ;2:: TOrl. _ _ TO 111 DAROUTH SQUARE fi i A, RUNNE,,./METAL STUD FRAMING TS COLUMN . SPLAY WIRES, IN PLANE �/% �/Arr .11 „' � 1/2" GYP. BD. NO COLUMN @ SIM. OF WITH EACH RUNNER,TO STRUCTURE OCCURS @EACH UNDERSIDE CONDITION ( COMPRESSION STRUT, 12'-0"O.C. INTERIOR SEPARATION MAX. EACH DIRECTION,6'-0"MAX. PER TYPICAL WALL FROM WALLS) STOREFRONT WINDOWS TYPES NOTE: NOT SHOWN ARE#12 VERTICAL WIRES @ 4'-0"O.C. MAX. EACH WAY(8" MAX. 11935$W 70th AVE. EXTERIOR WALL FROM WALLS). ALSO NOT SHOWN ARE#12 WIRES @ EACH CORNER OF LIGHT FIXTURES Tit'3ARD, OR 97228 ASSEMBLY,SEE TYPICAL WALL TYPES 5 COLUMN FURRING 6 7 8 INTERIOR COLUMN FURRING INTERIOR COLUMN FURRING SUSPENDED CEILING BRACING - ACT z ,r A7.6 _ 1 0 A7.6 A7.6 1 1 1 _ 1_ 11 1 1 1 = 1'-0" 1" = 1-0" A7.6 111 = 1'-0" N-P-v, i 3 .. j r DEEP LEG - TOP TRACK : iu. lip OR SLOTTED mumm 4 12 f 1/2" . � fl// q 11 11 11 ':MO 41114 \ A7.6 SOLID WD-1 RAIL. CLEAR SEMI GLOSS DEFLECTION ��y FINISH,TYP. � �""`° BOTTOM OF DECK 'MACK !pi SECURE TO UNDERSIDE OF DECK WD-1 W/CLEAR SEMI- A GLOSS FINISH 11 to<> 3-1/2 25 GAUGE STUD BRACE AT OS STEELSTUD , 6 7 '-0"O.C. - � REVISIONS c w - — — ALTERNATE: HORIZ. BRACE TO 1 N n A 10/10/06 2 � � ' ADJACENT WALL A Ifill - � , JIJ,IIu1 M• iJII i,�_ T N1 \ ►� �� ... �— SOUND ATTENUATION BATT TO 4'-0" I > ;; FROM WALL, EACH SIDE ;� WALL TO EXTEND TO STRUCTURE W/ WD-1 VENEER PANEL �; }- .0 DEFLECTION HEAD A �- TENANT .� SUSPENDED CEILING = PROVIDED �> 3-1/2" SOUND ATTENUATION BATT TO TOP OF co C'3 c' I-- `: CONT. TOP TRACK = WALL I SOLID WD-1 STILES p w TENANT CORRIDOR METAL CASING BEAD ? , GYP. BD. ON 6" 25 GA. METAL JOISTS @ I o I 11 1/ w M� 2'-0" O.C. MAX. [V o U 3-1/2 OR 3-5/8"25 GAUGE STEEL U `I`. z � STUDS AT 2'-0" O.C. PROVIDE SOUND c '~' MP: STEVE PEARSON c' p ~ 3-1/2" O R 3-5/8" METAL STUDS AT P 0 P/ :B w GATT INSULAT{ON WHERE INDICATED 2 ,»` 1•" O C. � PA: BRIAN FREY. ks CO U iti: I°; U ;+�: 5!8" GY'. B . TO BE TENANT PROVIDED ' 5/8" GYP. BD. A w I JOB NO:053570 w �, 5/8" GYP. BD. « DATE: 07.13.06 a) E w ,«. �.. BASE, SEE FINISH LEGEND/SCHEDULE bcii Q r BASE O.: -, FILE:053570 A7.6 Interior Detaiis.dw cc ® BOTTOM TRACK TO FLOOR WITH BOTTOM TRACK TO EXISTING CONCRETE c' �. ANCHORS AT 4'-0"(MAX)O.C. :• FLOOR WITH ANCHORS AT 2'-0"O.C. AND ! 5 O , 'M AT CORNERS AND ENDS I !i AN D AT CORNERS AND ENDS ;« 1/4"L X. d. SEE PLAN 1/411 Q N �►r, v n o • H 9 TYPICAL INTERIOR WALL TO 6" ABOVE GRID ,o TYPI AL WALL T O STRUCTURE TOILET PARTITION ELEVATION DETAIL 12 TOILET PARTITION DETAIL INTERIOR° � o 4 co A7.6 3/4"= 1'-0" A7.6 3/4" = 1'-0" A7.6 3/4" = 1'-0" A7.6 3" = 1-0" ED- 15 U) X 0 DETAILS a r c h l t 5 c t 5 MYHRE . GROUP 3 100 SIIV T*Y r•bNt.Suite 400 Portend.°no m 57906 : t ODJ 2 5000 f 505.235 avow. ww.mylrgoup oom •SCHLUTER 'TREP-E' / , °Z'CLIP ATTACHED TO PLYWOOD OR MAPLE VENEER OVER 1/2" MDF n `mot MDF, ATTACH FROM BEHIND OR PLYWOOD, SEE FINISH � �! Cy s IP, LEGEND �� PER MFR INSTAL- ,� LATION `\ `.. M ON INSTRUCTIONS I (2) 5/8" GYP., PAINTED P-1 ` `_ •r i 'Z'CLIP ATTACHED TO WALL W/ 'Z'CLIP ATTACHED TO WALL W/ • ` BLOCKING • /rJ • •` BLOCKING 'n PO' • TLA D, OR V� WD-1 VENEER OVER MDF Z CLIP ATTACHED TO , BLOCKING AS REQUIRED F . ; Z I OR PLYWOOD, SEE FINISH LEGEND PLYWOOD OR MDF • .�.., ®�, • ,,,� OF •. Q._ I .. 1/4" PLYWOOD W/PL-1 I f ' 'Z'CLIP ATTACHED TO PLYWOOD I/ 'Z'CLIP ATTACHED TO WALL Wf ,,_ OR MDF -� I BLOCKING ©MYHRE GROUP ARCHITECTS f L 4 .r S-2 ' MYHRE GRC(P ARCH fl CT8 Ate , NOT THESE DRAM N/GS ARE T PROPERnr of C-k I !I ONE LAYER 5/8"GYP. To IN ANY MAR,DlR:EPT (2) 5/8 GYP., PAINTED P-1 , T PwoR �,, ,,,� • of GROUP ARrECrs. Z S-2 i ATTACH 'Z'CLIPS FROM BEHIND,TYP. �' BLOCKING AS REQUIRED ' STAIR ASSEMBLY, r FRAMING BEYOND - WD-1 " • .' SEE A5.3 ,. FRAMING BEYOND OR PLYWOODVENEER,OVER SEE FI1/2NISH MDF M 0 0 LEGEND . i / BLOCKING AS REQUIRED / o FRAMING BEYOND T S • / / ' `F „...„, A / FINISH FLOOR 1 STAIR NOSING 2 LOBBY PANELING @ REVEAL 3 LOBBY PANELING @ CEILING 4 LOBBY PANELING @ BASE A7.7 6" = 1'-0" A7.7 3" = 1'-0" A7.7 3" = 1'-0° A7.7 3.. = 1 -0.. MIRROR PERMIT REVIEW SET WALL BEYOND II 1 X 2 FRAME,WD-1 -IC 1 j BACKSPLASH MATERIAL WD-1 VENEER I PER INTERIOR y PANELING SEE 2,3,4/A7.7 PLYWOOD SUBSTRATE pi•I ELEVATIONS W STONE SLAB :7--- C° 1'-10" TYP. COUNTERTOP, SEE FINISH WALL BEYOND MEf 1 �r T SCHEDULE n ALIGN r _ STONE SLAB COUNTERTOP SEE �/ .. co E "—� / - SHIM AS NECESSARY. FINISH SCHEDULE 1 X 2 SOLID WD-1 FRAME W/MITERED m HOLD TRIM FROM PANELING 1/8" 0 T \\ // "/ T HIDE JOINT BETWEEN CORNERS AND CLEAR SATIN FINISH a. — APRON AND SHIM. j_, 45 DEGREE BEVELED EDGE ° /( , • 1 X 4 WOOD APRON WD-1 r / 17- 00 ,. 1 X 4 SOLID WD-1 @ DOOR TRIM, FINISHED TO 2 o I + �' ji r - { BLOCKING AS REQUIRED "~' A T BEVELED MIRROR SECURED TO WALL DARTMOUTH SQUARE MATCH PANELING T O FICE BUILDING PROVIDE FLUSH JOINT AT APRON WITH MASTIC ck 'iii ATTACHMENT- 1/16"SEAM OR LESS i 11 M , z BRACKET @ 4'-0°'O.C. V L j LL MAX.-STEEL ANGLE O 1/4"X3"2-1/2"W/CONT, PROVIDE PLYWOOD SUBSTRATE z WELD AT CORNER. FOR SUPPORT g it -L. I\ 11955 SW 70th AVE. HEAT PROOF WRAP @ TIGARD,OR 97225 EXPOSED PIPING 2X4 LEDGER - BACK&SIDES ' i , 5 DOOR TRIM @ LOBBY 6 TYPICAL VANITY SECTION 7 VANITY COUNTER EDGE 8 VANITY MIRROR FRAME A7.7 6" . 11-0" A7.7 1 1/2" = 1'-0" A7.7 3" . 11-0" A7.7 6" = 1'-0" 1 ' r..W REVISIONS A 10/10/06 c °' CARPET OR WALK-OFF MAT, ' SEE FINISH FLOOR PLAN ?i VCT, SEE FINISH PLAN UNFINISHED CONCRETE CARPET, SEE FINISH FLOOR PLAN SCHLUTER STRIP, BRUSHED STAINLESS RUBBER TRANSITION STRIP,TS-1 0 Q RUBBER TRANSITION STRIP,TS-1 ALIGN cn X RUBBER TRANSITION STRIP,TS-1 Q ALIGN e - ..a ♦ - .. - .a - s: -Q. • - . - . .. 2 - - .-e ♦ ^ -e- :a- . :- . W ALK OFF MAT,CARPET,SEE FINISH PLAN d.V CARPET, SEE FINISH PLAN STONE OR PORCELAIN TILE T N T ♦ SEE FINISH PLAN N° SEE FINISH PLAN ( ,_•_•_ _._•_ • . MP : STEVE PEARSON SON?p) —• T_ � �.♦ ♦ ♦ _ _•_•_•_ _ _ _•_•e _•i ,•_•_ _•_•_11,111.-••_•TON ° °p ♦a ° e ° . a e ° ''1r _ _ _ _•_•N • e . (�� _••_�• -.•_( l ••• !'• .♦ -a _ _•fi. •a_••♦••_••- CO ° .. ._ ° .. .: . ° .. .: i•A •.i PA: BRIAN FREY" ♦ e e as ♦ Q a i .a a a e . °° ' JOB NO 053570 A ° • r• r ° DATE: 07.13.06 0 • ° • ° °°p • e - - w m .. M < . N ® M•ai 1.. ti ♦ a FILE:053570 A7.7 InteriorDetaite.dw = N. a' a . a e a • a' a 8 X U tY o o n,,, . A7 . 7 - a) TRANSITION CARPET TO - T ' " 9 FLOOR TRANSITION - TO CARPET 10 FLOOR TRANS'N - CARPET/WALK-OFF MAT TO TILE 11 FLOOR TRANSI O C O 12 FLOOR TRANSITION CARPET TO WALK OFF MA INTERIOR o � a� • a� A7.7 SCALE: N.T.S. A7.7 SCALE: N.T.S. A7.7 SCALE: N.T.S. A7.7 SCALE: N.T.S. DETAILS (I) XO • GROUP 21'-0" I 22'-6" / 14'-6" / 20'-6" a r c h t s c t • EQ. EQ. EQ, EQ. EQ. EQ. EQ, EQ, EQ. EQ. EQ. KEY NOTES / / / / t 230.6000 r S03.2307500 Portland. uv.a«++ \ \ \ • --•■ \ \ 1 ELEVATOR SMOKE DOOR w/ ? co io is a MAGNETIC HOLD OPEN(41 ALL FLOORS. N N ALIGN N N LIGN - - - - - - - - - - - \ - - - - - - - - - � � ARC ® PANICHARDWAREREQUIRED. �<, 4 io i? io is OPTIONAL DOUBLE DOOR(PER i- -r'. F. F•- O TENANT), SUBSTITUTE HARDWARE TE ■ • 'SON A 0 0 0 o SET#13 AND PROFILE"E",6-0" • / +--3 in in 'n in WIDE BY 7'-0"HIGH ENTRY. • /lf 0 NOT USED PAR /�■ p• 14 \ \ \, \ \ \ \ 5 MAPLE VENEER ON LOBBY SIDE TO 1 1 OF OW MATCH WALL PANELS OW N N N N 0 TEMPERED GLASS PANE F.F.E. FIXED - FIXED �- FIXED ` FIXED 0 SPANDREL GLASS PANE 0 0 e . ©MYHRE GROUP ARCHITECTS THESE DRAWINGS ARE THE PROPERTY OF MYHRE GROUP ARCHITECTS AND ARE NOT TO SE REPRODUCED IN ANY MANNER,EXCEPT 1 1 SHEET NOTES OF" MYHRE PRIG GROUPNARCHI TEOCTS. A8.2 A8.2 TYP. PM. 14'-0" 27'-2" 25'-6" 1. 2004 OSSC SECTION 715.3.4 / / / / / / EQ. EQ. / / 5'-5" 5'-5" 5'-5" 5'-5" 5'-5" / EQ. EQ, 9" 6'-4" 9" EQ. EQ. 2'-0" ....,h____e2'-O" 2'-0" 2'-O" EXCEPTION:ROUGHOUT WIDTH AUTOMATIC EQUIPPED 1 t I I i SPRINKLER SYSTEM;THE MAXIMUM \ \ \ - \ \ \ \ _.,„,k__,,,.._ TRANSMITTED TEMPERATURE END 4? fi? .....i 9 6 ALIGN immil io io io is POINT(FOR FIRE DOOR EN iv lk A8.2 t',1 WITH N N Ni N ASSEMBLIES) IS NOT REQUIRED IN ALIGN - - - \ - - - - - - _ ∎Pr DOOR , - - - - - - \ \ - BUILDINGS EQUIPPED THROUGHOUT WITH AN —1N AUTOMATIC SPRINKLER SYSTEM NI' F- INSTALLED IN ACCORDANCE WITH = o = / \ b = o = o = co = SECTION 903.3.1.1 OR 903.3.1.2. 0 0 5 , o , 9 , o , o 9 `n `n A8.2 ° 'n / \ o ;n o ;n o u, o En TYP 2. SMOKE-ACTIVATED DOORS TO BE 0 / Q INSTALLED AT ELEVATOR IN \ -�- �- ACCORDANCE TO 2004 OSSC \ SECTION 715. FIELD VERIFY a 0 \ / aa O O DIMENSIONS. N N mom N N N N N F.F.E. \/ 3. ELEVATOR SMOKE DOORS SHALL — — \ \ \ \ \ -•\ \ -- \ \ \ \ FIXED FIXED FIXED A • 10 SEE DOOR SCHEDULE 0 FIXED FIXED FIXED FIXED BE TESTED IN ACCORDANCE WI UL 1784. ■ A8.2 4. ALL EXTERIOR DOORS TO BE 25'-4" Ng TYP. CAULKED AND GASKETED OR / / WEATHER STRIPPED. EQ. EQ. 6'-0" EQ. EQ. / 2'-0" / 2'-0" ,� PERMIT \ /2\ 5. IBC SECTION 715.3.3 DOOR --\ REVIEW ET DOOR SCHEDULE ASSEMBLIES IN CORRIDORS D AND S SMOKE BARRIERS, FIRE OO R ASSEMBLIES REQUIRED TO HAVE A DOOR(S) FRAME MIN. FIRE PROTECTION RATING OF N N N (�-4a-;1- ' DOOR HDWR HEAD 20 MIN.WHERE LOCATED IN ' " S S S S S S S 0 ROOM OR UNIT NUMBER QUANTITY SET PROFILE RATING WIDTH HEIGHT THICKNESS MATERIAL FINISH MATERIAL FINISH KEY NOTES CORRIDOR WALLS OR SMOKE F.F.E. a a - BARRIER WALLS HAVING A \ -\—.. \ J HALUENTRY 100A 2 1 D 6'-0" - 7'-0" 1 3/4" _ SF FCTRY SF FCTRY Q FIRE-RESISTANCE RATING IN u_ HALUEXIT 100B 1 2 A 1 HOUR 3'-0" 7'-0" 1 3/4" SF FCTRY SF FCTRY ACCORDANCE WITH TABLE 715.3 - - - SHALL BE TESTED IN ACCORDANCE I- ELEVATOR E01A 1 3 A 1 HOUR 31-0" 71-0" 1 3/4" HM PT HM PT a WITH NFPA 252 OR UL 10C W/O i"' ` M n T �J O O S S OFFICE SUITE 101A 1 4 C - 3'-0" -O" 1 3/4" SCWD ST VRN KDHM FCTRY HOSE STREAM TEST...FIRED DOOR ASSEMBLIES SHALL ALSO MEET \ �--, -�-- LL OFFICE SUITE 102A 1 4 C - 31-0" 71-0" 1 3/4" _ SCWD ST VRN KDHM FCTRY 3a THE REQUIREMENTS FOR A '21" OFFICE SUITE 104A 1 4 C - 3'-0" 7'-0" 1 3/4" SCWD ST VRN KDHM FCTRY 0 SMOKE-AND DRAFT-CONTROL N _ ASSEMBLY TESTED IN �- N N FIRE RISER ROOM 105A 1 5 A - 3'-0" 7'-0" 1 3/4" HM PT HM PT ACCORDANCE W/UL 1784 W/AN \ � - - - - - - --\ - \ - - ARTIFICIAL BOTTOM SEAL STORAGE 106A 1 5 A 3'-0" 7'-0" 1 3/4" HM PT HM PT INSTALLED ACROSS THE FULL TS BEAM A MEN'S RESTROOM 107A 1 7 B - 3'-0" 7'-0" 1 3/4" SCWD ST VRN KDHM FCTRY WIDTH OF THE BOTTOM OF THE DARTMOUTH SQUARE SEE STRUCTURAL < 6 = _ - DOOR ASSEMBLY. THE AIR OFFICE BUILDING ° A8.2 ?? ? WOMEN'S RESTROOM 108A 1 7 B - 3'-0" 7'-0" 1 3/4" SCWD ST VRN KDHM FCTRY LEAKAGE RATE OF THE DOOR in En ASSEMBLY SHALL NOT EXCEED 3.0 STAIR EXIT 109A 1 8 F - 3'-0" 7'-O" 1 3/4" SF FCTRY SF FCTRY 2a CFM PER SF OF DOOR OPENING AT ELEVATOR ROOM 110A 1 6 A - 3'-0" 7'-0" 1 3/4" HM PT HM PT 0.10 IN OF WATER FOR BOTH THE N o \ - - NI �— N -\ - - - AMBIENT TEMPERATURE AND M M - DOOR(S) FRAME ELEVATED TEMPERATURE TESTS. tD "N N DOOR HDWR HEAD LOUVERS SHALL BE PROHIBITED. N F.F.E. ROOM OR UNIT NUMBER QUANTITY SET PROFILE RATING WIDTH HEIGHT THICKNESS MATERIAL FINISH MATERIAL FINISH KEY NOTES �, - \ • \ 6. IBC SECTION 710.5.3 SELF-CLOSING O LOBBY 200A 2 1 D - 6'-0" 7'-0" 1 3/4" SF FCTRY SF FCTRY 2a 11935 SW 70th AVE. _ OR AUTOMATIC-CLOSING DOORS. TIGARD, OR 97223 N TS BEAM 11 N N LOBBY 2008 1 12 A 1 HOUR 3'-0" 7'-0" 1 3/4" HM PT/ST VRN HM PT 5a WHERE REQUIRED ELSWHERE IN c, SEE STRUCTURAL A7.5 En En THE CODE, DOORS IN SMOKE - 0 ELEVATOR E01 B 1 3 A 1 HOUR 3'-0" 7'-O" 1 3/4" HM PT HM PT (%) PARTITIONS SHALL BE \ - - - - N_ - _ \ �'� - \ \ - Z OFFICE SUITE 201A 1 4 C - - 3'-0" 7'-0" 1 3/4" SCWD ST VRN KDHM FCTRY O SELF-CLOSING OR AUTOMATIC - -- \ CLOSING IN ACCORDANCE WITH O OFFICE SUITE 202A 1 4 C - 3'-0" T-O" 1 314" SCWD ST VRN KDHM FCTRY 3a SECTION 715.3..7.3 ALIGN k. ALIGN tit. ALIGN WITH w WITH w WITH N �",j NOT USED 203A 7. CONTRACTOR SHALL VERIFY DOOR- - - - - - - - DOOR -�� DOOR \ _ OFFICE SUITE 204A 1 4 C - 3'-0" T-0" 1 314" SCWD ST VRN KDHM FCTRY 0 HEIGHT AND WIDTH OF ALL DOOR r /\ NOT USED 205A OPENINGS WITH MANUFACTURERS U REQUIREMENTS,TYP, may O to / \ 4,F. is OFFICE SUITE 206A 1 4 C - 3'-0" 7'-0" 1 3/4" SCWD ST VRN KDHM FCTRY 3 ' `eb o \ o in o in INTERIOR EGRESS STAIR 206B 1 2 A 1-HOUR 3'-0" 7'-0" 1 3/4" HM PT HM PT T T OFFICE SUITE 207A 1 4 _ C - 3'-0" T-0" 1 314" SCWD ST VRN KDHM FCTRY O a / o �._ _ate _\ INTERIOR EGRESS STAIR 207B 1 2 A 1-HOUR 3'-0" T-0" 1 3/4" HM PT HM PT O 0 � 0 T T EXTERIOR EGRESS STAIR 207C 1 8 F(SIM.) 31-0" 71-0" 1 3/4" SF FCTRY SF FCTRY N \ N N F.F.E. WOMEN'S RESTROOM 208A 1 7 B - 3'-0" 7'-0" 1 3/4" SCWD ST VRN KDHM FCTRY . \ \ \ - \ \ \ - - \ \ \ - FIXED SEE DOOR FIXED 0 FIXED 0 MEN'S RESTROOM 209A 1 7 B _ - 3'-O" 7'-0" 1 3/4" SCWD ST VRN KDHM FCTRY SCHEDULE ELEC/MECH ROOM 210A 1 5 A - 3'-0" 7'-0" 1 3/4" HM ST VRN KDHM FCTRY REVISIONS STAIR 21IA 1 2 _ A 1 HOUR 3'-0" 7'-0" 1 3/4" HM PT HM PT 0 10/10/06 t 1 WINDOW TYPES STOR 212A 2 11 E - 6'-0" 7'-0" 1 3/4" HM PT KDHM PT 1 U A8.1 1/4"- 1'-0" DOOR(S) FRAME 1 ( ) 2 0/31/06 - SEE Ce ■V c-T) . O DOOR HDWR HEAD SCHED. ROOM OR UNIT NUMBER QUANTITY SET PROFILE RATING WIDTH HEIGHT THICKNESS MATERIAL FINISH MATERIAL FINISH KEY NOTES O � ~ 0 / SEE / Q SEE SCHED. N co 0 J ELEVATOR E01 C 1 3 A 1 HOUR 3'-0" 7'-0" 1 3/4" HM PT HM PT 1a SCHED. EQ. EQ. - 3 SEE SEE- EQ EQ. / / SEE r / (,4"MIN. IL OFFICE SUITE 301A 1 4 C - 3'-0" 7'-0" 1 314" SCWD ST VRN KDHM FCTRY 3a La SCHED. SCHED. 4"MIN. SCHED. __,�- / \ OFFICE SUITE 302A 1 4 C - 3'-O" 7'-O" 1 314" SCWD ST VRN KDHM FCTRY 3 _.....,_ \ _....„._- _.,,,......... , 0 \ /\ - Nr. ----77/\\0 \0 to \\0 ;._ 2 / NOT USED 303A MP: STEVE PEARSON :a o NOT USED 304A PA: BRIAN FREY m w w w w w w \ OFFICE SUITE 306A 1 4 C - 3'-0" 7'-0" 1 3/4" SCWD ST VRN KDHM FCTRY 3a ALUM ALUMINUM = = _ / / _ _ = JOB NO:053570 � U U U U / / Li,: V /. \ - � CLR AN CLEAR ANODIZED p w w w w w / INTERIOR EGRESS STAIR 306B 1 2 A _ 1-HOUR 3'-0" 7'-0" 1 3/4" - HM PT HM PT CLR ST STAIN CLEAR FINISH DATE: 07.13.06 E w w w w w / OFFICE SUITE 307A 1 4 C - 3'-0" T-0" 1 314" SCWD ST VRN KDHM FCTRY a3 FCTRY FACTORY co�- ca U, T T T FILE:053570 A8,1 W-D schedules.dwg / a 0 = Z _ Z " " " FBRGLS FIBERGLASS _ _ 0 - 00\\/ �'J / in " / T // INTERIOR EGRESS STAIR 3078 1 2 A - 1-HOUR 3-0 7-0 1 3I4 HM - PT HM PT HCWD HOLLOW CORE WOOD F.F,E. v O f _ �. WOMEN'S RESTROOM 308A 1 7 B - 3'-0" T-0" 1 3/4" SCWD ST VRN KDHM FCTRY HM HOLLOW METAL(WELDED) 0 0 \ \ \ SC WD DOOR \ \ -} KDHM KNOCK DOWN E F N FLUSH HM SCWD ALUM CLAD PAIR FLUSH HM ALUM MEN'S RESTROOM 309A 1 7 B - 3'-0" 7'-0" 1 3/4" SCWD ST VRN KDHM FCTRY HOLLOW METAL co . _ DOOR DOOR Wl LITE DOOR CLAD " " " PT PAINT FINISH p N O. STORAGE 310A 1 5 A - 31-0" 7-0 1 3/4 HM PT HM PT A. SCWD SOLID CORE WOOD •i .. /`•�►. B. D. E. F. STAIR 311A 1 2 A 1 HOUR 3'-0" 7'-0" 1 3/4" HM PT HM PT SF STOREFRONT ® ST VRN STAIN AND VARNISH o o WINDOW AND ROOF HATCH AO2A 1 FCTRY r FCTRY _ - VERIFY VERIFY , VERIFY FCTRY FCTRY FCTRY FCTRY WD WOOD m 2 DOOR PROFILES rI2 To' DOOR TYPES 0 X p A8.1 1/4"-- 1-0" AND SCHEDULE 5 3a r c h i t s w wc 400 land.Oregon on 97206 7W Taylor Street,Suite rMmynregroupom t 00 0S236. f MYHRE . GROUP Q GYP. BD METAL STUD WALL -----•— METAL STUD TRACKS AND ,A STUDS TO FORM SOFFIT l`4 '( T SHIM AND LEVEL AS REQUIRED r ,Fjt?4J$.,� �1 WRAP SECOND YER OF ILDIN{�� METAL STUD BOX EAM ji�� DROPPED ACOUSC CEILING TILES�4 VENEER SUPPORT ANGLE •� �� t a ILL_ FRAME PER PER SCHEDULE HEADER 1 _� Ak1"1.0. _ T(� 1 THESE DRAWINGS THE PROPERTY OF'. MRE GROUP ARCH TETS AND ARE NOT III � . .. _ / z.��.• TO BE REPRODUCED IN ANY MANNER,IXCEPT 'r°� 1� 1 WITH THE PRIOR WRITTEN APPROVAL rit, , S Itl1 1 OF MYHRE GROUP ARCHITECTS. -Mil'1 Iii, DROP CEILING I� 1 -• TRANSOM WINDOW F • • r • .L-- ALUMINUM WINDOW SYSTEM S.0 WOOD DOOR GLAZING Y 2 igh TYPICAL WINDOW HEADER d EXTERIOR ENTRY HEAD AT SOFFIT 4 METAL DOOR JAMB DETAIL A8.2 1-112"= 1'-0" A8.2 3"= 1'-0" A8.2 3"= 1'-0" BRICK WALL BEYOND Y Y Al GLAZING STOREFRONT SYSTEM TRANSOM WINDOW �``'•-•° ALUMINUM WINDOW SYSTEM I 1 TUBE STEEL BEAM PER STOREFRONT TRANSOM P E RM I T ANODIZED ALUMINUM SILL QL .t:,) STRUCTURAL DRAWINGS PAN C L REVIEW SET BREAK METAL MEMBRANE FLASHING WRAPPED GYP. BD AROUND ENTIRE OPENING ■1 .i MATCH STOREFRONT FINISH 1�� ON BOTH SIDES OF TS _ ,,• HEADER PER STRUCTURAL ♦ /♦ METAL STUD CHANNEL ��/ �� ' �� RIGID INSULATION ►♦ �. •' METAL STUDS ��=,1, �� DOOR FRAME PER ` i!U'F '._ ___ ROWLOCK BRICK SILL ! \ 4Ø /�� 4, 11 SEE WDW SCHED. ,.....-��.__- ,�__ �� MANUFACTURER ELEV. OF SILL �— '�•� II SHIM AS REQUIRED �/ EXTERIOR . O WEEP HOLES @ 24"O.C. ENTRY HALL pr A !,,,P.00, 411 GSM FLASHING i�� / ,r• ta, , BRICK TIE %// _ hoigall k. _maim i 40 dv, 10 AINIVAr ''S � -- '- DEFLECTION HEAD � STOREFRONT ENTRY DOOR �+!H1i 2 �F r PER MANUFACTURER u I� �.1,i : �� .�l WATER RESISTANT BARRIER �f�"C O ;, .sllc �, �� '�� HOLLOW METAL FRAME PER STUD WALL WITH THERMAL SPECIFICATIONS DARTMOUTH SQUARE � , I� ( INSULATION OFFICE BUILDING L_ —aft \/ s.c WOOD DOOR At 11935 SW 70th AVE. Ank, TYPICAL WINDOW SILL 6 ENTRY WINDOW TRANSOM DETAIL EXTERIOR ENTRY TRANSOM 8 INTERIOR DOOR HEAD DETAIL TIGARD, OR 97223 A8.2 1-1/2"= 1'-0" A8.2 3"= 1 1-0e A8.2 3" = 1�_0" A8.2 3"= 1-0" /2\ E LINE OF BRICK SILL BEYOND V DOOR FRAME BEYOND GLAZING 2 n BRICK VENEER STOREFRONT WINDOW STOREFRONT DOOR I 4. ' � • ' BRICK TIE EXTERIOR ENTRY HALL EXTERIOR ENTRY HALL - .. EXTERIOR WATER RESISTANT BARRIER � y J CORRIDOR OFFICE SEALANT AND BACKER ROD SWEEP re,- ir �%% A DOOR FRAME /r�� STOREFRONT SILL PER ADA COMPLIANT DOOR STOP —i STOREFRONT MANUFACTURER THRESHOLD PER DOOR TYPE- REVISIONS ,„.�,� /rr�t�!�. moilillir DOOR MANUF. SEE SCHEDULE 10/10/Ofi !LNVA .7 1� Z LINE OF FLOOR FINISH � LINE OF FLOOR FINISH /� 10/31/Ofi 1 .� . !�\ � THRESHOLD PER ! �Q '�� F.rr � � 2 �.��i�°�N .ii ,�.CC,Afill i � SLOPE �;� _ S LO PE j C it OFFICE _'"—�� — - 7 + — — — — — —Cr— _ U.y_U _ N L V Ll O STUD WALL A d " d d "" a d < 3 Li 3 4 d -"> d 4 �> 4 d ".. :::: .... o GYPSUM WALL BOARD MP: STEVE PEARSON ::::: ° , . PA: BRIAN FREY ALUMIMUM WINDOW SYSTEM I JOB NO:053570 .5 CONCRETE FOUNDATION CONCRETE FOUNDATION I SEE STRUCTURAL DRAWINGS SEE STRUCTURAL DRAWINGS DATE: 07.13.06 8 6o FILE:053570 A8.2_W-D details.dwe Y THRESHOLD DETAI N 9 TYPICAL WINDOW JAMB 10 ENTRY WINDOW SILL DETAIL „ EXTERIOR ENTR DETAIL INTERIOR ENTRY THRESHOLD DETAIL A8.2 1-1/2" = 1'-0" A8.2 3"= 1'-0" A8.2 3"= 1'-0" A8.2 3"= 1'-0" i: x !u _ Co O M A8 . 2 oF, r o 1- a WINDOW AND ai x o DOOR DETAILS • GROUP a r c h l t s c t s 700 SW Taylor Strut.Suite 400 P+adlond,Oregon 97206 t 603236.6000 f 603.236.7600 www.ngAreprouP.omn NOTE: THIS DRAWING FOR DIAGRAMMATIC DESIGN INTENT ONLY, ELECTRICAL SUBCONTRACTOR IS RESPONSIBLE FOR ENERGY CALCULATIONS, SWITCHING LOCATIONS, AND DETERMINING OVERALL LIGHT LEVELS FOR FUNCTION AND CODE COMPLIANCE OF SPACES. VERIFY ALL PRODUCTS °QS,/ AND LIGHTING/SWITCHING LOCATIONS W/ARCHITECT PRIOR TO � �ORDERING AND INSTALLATION. d. >�j =+ VE it RSON • 4, 0-3 • •ff7 • • Po•T ., •- 1. � OF o e 0 0 • 0 c 4 A4.1 V A4.1 8 9 9.7 10 0 ©MYHRE GROUP ARCHITECTS THESE DRAWNGS ARE THE PROPERTY OF MYHRE GROUP ARCHITECTS AND ARE NOT TO SE REPRODUCED M ANY MANNER.EXCEPT WITH THE PRIOR WRITTEN APPROVAL OF MYFNtE GROUP ASS. C7 EN I. A f 1 ' A \ L\ ille - - :: I _ B 01 ..I O' ' E � dui MEN o - O `:J w 107 co 1 1 i ►) 6 0STAIRC WOMEN A4.1 Q. Q. , 108 w � 1.. !iijjj' •.® [-6"B.5 ♦ .. TY '-6" MI OFFICE SUITE ELEVATOR ►� � _ Q. MI � � E�CENTERLIN 101 ROOM _ ! ! --i c giii°' OF STAIRS ELOW 110 `-° a■ ' .�� ._ j+ 8" 3-- - , CENTERLINE OF STAIRS BELOW'41 II B.7 \ ii ii �� REVIEW SET -8' A7.6 © TYP. W O ii 0 Fl"E RISER STORAGE `ir �'� � — RM X/ 106 ELEVTOR ® Q I EI 105 w 0 „a E I II E01 _ �� 0 _c., \ ■ o ! ■�� _■r II _ 1 C� 12.....9-- ' ►'-8" EQ. EQ. O I (� '-6', �_—� ��_��_��E_E�! —I- -7 I 1 IMII. � HALL E LL E E■� E MI 111 II IS LO O 100 E g w o 73.) STAIR I C. N IIE 02 'IN III! ® ;iu .. A 9 6 DARTMOUTH SQUARE TYP. I OFFICE BUILDING OFFICE SUITE OFFICE SUITE 102 104 01 a) II I 2 11935 SW 70th AVE. TIGARD,OR 97223 D 0 \ T-N, ME 1 1 -EI I I E. r •� ` o o �� II I �� C '[:;. 'ti 1�; i 2'-0" 2'-0" : 15'-2" 9'-4" 25'-0"TYP. 17'-0" 7'-6" t / // / / / / / / > 203'-0" L REVISIONS 1 FIRST FLOOR REFLECTED CEILING PLAN p 10/10/06 E' A9.1 1/8" = 1'-0" L 01 fU U 2 Q U 5 X • E. KEY NOTES GENERAL NOTES CEILING LEGEND e C — ■ o CD CI GYP. SOFFIT @ 9'-6" A.F.F., SEE INTERIOR ELEVATIONS. 1. PROVIDE 1 F.C. EGRESS LIGHTING AT CORRIDORS FOR EMERGENCY EGRESS PER IBC. O CD ° c I1/41 2'X 4' PARABOLIC, PROVIDE EMERGENCY OXYGEN SATURNA OR ALTERNATIVE,TBD BY 20 GYP. CEILING @ 10'-0"A.F.F. 2. CONTRACTOR IS RESPONSIBLE FOR ALL HANGER BARS,TRANSFORMERS,AND OTHER t1 MP: STEVE PEARSON c'. A NECESSARY ACCESSORIES REQUIRED TO COMPLETE A PROPER AND CODE COMPLYING BATTERY PACK OR BALLAST WHERE t! OWNER .5 , INSTALLATION. REQUIRED :5 ao'i 03 UNFINISHED TO STRUCTURE PA: BRIAN FREY m — 3. VERIFY ALL FIXTURES INCLUDING CATALOG NUMBERS, FINISH AND LAMPING W/ARCH. O- JOB NO:053570 c .c CI GYP. CEILING, SEE BUILDING SECTIONS AND STAIR DETAILS PRIOR TO ORDERING. ® RECESSED CAN VISA SASH OR ALTERNATE,TBD BY OWNER ▪ .c DATE: 07.13.06 0 " 5 CENTER GRID IN HALL 4. ALL FIXTURES TO BE NON IC RATED UNLESS OTHERWISE NOTED OR REQUIRED BY IBC OR E' " E LOCAL CODES TO MAINTAIN 1 HR. RATING. I I FLUORESCENT STRIP SUSPENDED @ 9-0 A.F.F.® LOW VOLTAGE DIRECTIONAL CAN FILE:053570_A9.1_First Floor-RC c_ c ° CI GYP. CEILING @ 9'-6"A.F.F. 5. ALL FLUORESCENT LAMPING TO BE COLOR 3500K AND CRI 85 OR BETTER UNLESS ° OTHERWISE NOTED. ARMSTRONG CIRRUS SECOND LOOK CEILING � "� co TILE, TEGULAR o X o CENTER OVER STAIRS BELOW VISA VISAGE OR ALTERNATE,TBD BY OWNER E m N 6. VERIFY MOUNTING HEIGHTS OF ALL PENDANTS W/ARCH. p .4. O C8 CENTER IN ROOM 7. RECESSED FIXTURES TO BE LENSED WHERE REQUIRED BY IBC OR LOCAL CODES. o --° OXYGEN SATURNA OR ALTERNATE,TBD BY EXIT LIGHT • o r ® 0 S a 8. EXIT SIGN LOCATIONS TO BE APPROVED BY FIRE MARSHALL,VERIFY W/ARCH. co Li) Q OWNER LO .•°--' m 10 ACT @ 10'-0"A.F.F. oa- A E BATTERY BACKUP FOR EMERGENCY FIRST FLOOR m EGRESS LIGHTING efi XO• rt RCP . • GROUP a r c h i t e c t s 700 SW Taylor Str..t Suer 400 Poland.Orseon mos t e08.23e.e000 I e0323e.7e00 www.myt wa roup.00m NOTE: THIS DRAWING FOR DIAGRAMMATIC DESIGN INTENT ONLY, ELECTRICAL SUBCONTRACTOR IS RESPONSIBLE FOR ENERGY CALCULATIONS, SWITCHING LOCATIONS, AND DETERMINING OVERALL LIGHT LEVELS FOR FUNCTION AND CODE COMPLIANCE OF SPACES. VERIFY ALL PRODUCTS AND LIGHTING/SWITCHING LOCATIONS W/ARCHITECT PRIOR TO � Q' 1) Q ORDERING AND INSTALLATION. `11 Zj � ,�f TE , • 'SON CS rf 41, • V ILA I, •- Q (1‘4 o� 0 0 (110 0 0 Ai gil ` ' A4.1 A4.1 8 9 9.7 8 ®MYHRE GROUP ARCHITECTS THESE DRAWINGS ARE 711E PROPERTY OF MYHRE GROUP ARCHITECTS AND ARE NOT TO BE REPRODUCED Md ANY MANNER.EXCEPT WITH THE PRIOR WRITTEN APPROVAL OF MYHRE GROUP ARCIllECTIL 0 CV p -0 .I h °— A \ L\ .■ \ • p A p m� ` p a p E_ LI. `" M E C H/E LIFE-- r LI B IJFA21O MEN o _ 209 ° Z \ / E OFFICE SUITE �. I OFFICE SUITE 3 I201 4 CI �-� I 207 A4.1 -IT' .� a © Og WOMEN W B.5 II EQ. EQ. :, LOBBY V 13–\-- 208 0:111 200 STAIR E E 0 A01 w �� O ELEVATOR LIGHTING 0 o J `.`J Vic—® \ w A PER SPEC SECTION 142400 E PERMIT Q 7 \ ° _e 'HYDRAULIC ELEVATORS' r� `' ' (d1 ,j d ' G7. REVIEW SET 0 • STO- E ,. Q. EQ. 0 D T 1 EWA c_.,k_.2,,..S.,,4"). a *it_ mini a; O ELEVATOR e O o 41 X • O O STAIR ' I E01 - EQ. gas. ,/ ` ��,J E\ n I .A A �.a; r _iAT ® ®E 0 A02 E ■ an,...,.. 1.... ..ii �Ea�� a �E��— .`, Nam C7 n • 0 • ' ® r E'___-■E MIN511611111:111� ® MIMI ra•____�' -p A . � _r �__E _ � E _� �_E __ era ....0 in pipipil I — O a. O MAILBOXES BELOW, SEE o SPEC SECTION #105500 I 3 'POSTAL SPECIALTIES'OR I C.4 N E 2/A11.1. I r DARTMOUTH SQUARE , , OFFICE BUILDING • \ ., OFFICE SUITE OFFICE SUITE CI 202 206 i? 4) ° o 11935 SW 70th AVE. TIGARD,OR 97223 D • 0 a a a p a a M o D p-- - - - - , a D f---EF , N ) M = p 6' g � j FN�w.: .1.. #. [ 3 15'-2" 9'-4" 25'-0"TYP. 17'-0" 7'-6" 1--2-0 �� .. ��::� �. 203'-0" __ ..,. dif 4 Yx �... SECOND FLOOR REFLECTED CEILING PLAN REVISIONS 10/1 0/06 A9.2 1/8" = 1'-0" 0 col > 0 U cc 4 0 II KEY NOTES GENERAL NOTES CEILING LEGEND o � (a GYP. SOFFIT @ 9 1-6 A.F.F., SEE INTERIOR ELEVATIONS. 1. PROVIDE 1 F.C. EGRESS LIGHTING AT CORRIDORS FOR EMERGENCY EGRESS PER IBC. 0 2 0 GYP. CEILING @ 10'-0"A.F.F. 2. CONTRACTOR IS RESPONSIBLE FOR ALL HANGER BARS,TRANSFORMERS,AND OTHER 2'X 4' PARABOLIC, PROVIDE EMERGENCY , OXYGEN SATURNA OR ALTERNATIVE,TBD BY v)-� A NECESSARY ACCESSORIES REQUIRED TO COMPLETE A PROPER AND CODE COMPLYING BATTERY PACK OR BALLAST WHERE tw OWNER MP: STEVE PEARSON : cs O UNFINISHED TO STRUCTURE INSTALLATION. REQUIRED PA: BRIAN FREY 3. VERIFY ALL FIXTURES INCLUDING CATALOG NUMBERS, FINISH AND LAMPING W/ARCH. . c) 0 GYP. CEILING, SEE BUILDING SECTIONS AND STAIR DETAILS PRIOR TO ORDERING. ® RECESSED CAN o- VISA SASH OR ALTERNATE,TBD BY OWNER JOB NO:053570 = m 0 9 O CENTER GRID IN HALL 4. ALL FIXTURES TO BE NON IC RATED UNLESS OTHERWISE NOTED OR REQUIRED BY IBC OR DATE: 07.13.06 E X E LOCAL CODES TO MAINTAIN 1 HR. RATING. I I FLUORESCENT STRIP SUSPENDED @ 9'-O"A.F.F. as c\J la ® LOW VOLTAGE DIRECTIONAL CAN FILE:053570_A9.2_Second Floor cc '5 0 6O GYP. CEILING @ 9'-6"A.F.F. 5. ALL FLUORESCENT LAMPING TO BE COLOR 3500K AND CRI 85 OR BETTER UNLESS _° OTHERWISE NOTED. ARMSTRONG CIRRUS SECOND LOOK CEILING o ( o0 7 CENTER OVER STAIRS BELOW O 6. VERIFY MOUNTING HEIGHTS OF ALL PENDANTS W/ARCH. VISA VISAGE OR ALTERNATE,TBD BY OWNER A N 0 N O O CENTER IN ROOM 7. RECESSED FIXTURES TO BE LENSED WHERE REQUIRED BY IBC OR LOCAL CODES. °0 ° •9O • •• 8. EXIT SIGN LOCATIONS TO BE APPROVED BY FIRE MARSHALL,VERIFY W/ARCH. OXYGEN SATURNA OR ALTERNATE,TBD BY EXIT LIGHT A9 • 2 M OWNER o °) ) 10 ACT @ 10'-0"A.F.F. on9. A E BATTERY BACKUP FOR EMERGENCY SECOND FLOOR ,•- a) EGRESS LIGHTING 92 i co x a RCP . GROUP a r c h i t e c t s sou SW Taylor Stan,Solo 400 Por•otw.Gw5on•7205 t 003.2135.•000 t 003.2$11.7500 www.myhoogroup.00m NOTE: THIS DRAWING FOR DIAGRAMMATIC DESIGN INTENT ONLY, ELECTRICAL SUBCONTRACTOR IS RESPONSIBLE FOR ENERGY CALCULATIONS, SWITCHING LOCATIONS, AND DETERMINING OVERALL LIGHT LEVELS FOR FUNCTION AND CODE COMPLIANCE OF SPACES. VERIFY ALL PRODUCTS AND LIGHTING/SWITCHING LOCATIONS W/ARCHITECT PRIOR TO OD 0ORDERING AND INSTALLATION. C�.�f RSON a • //^ • `Q age OF 0 0 • • 4 A4.1 A4.1 • ®MYHRE GROUP ARCHITECTS TFESE DRAWMIGS ARE THE PROPERTY OF MYHRE GROUP ARCHITECTS AND ARE NOT TO SE REPRODUCED M!ANY MANE,EXCEPT WITH THE PRIOR WRITTEN APPROVAL OF MIRE GROUP ARCHITECTS. 0 N a —a 4 4L I ° o--- A a a � ( 0 o-- I 3'-0" ° � 3'-0" 0 a a o- \ Q , ' LEL . B 4'-0'1 d a h'._0" 4 TYP w YP. T T 2'-4„ EE co o T - o OFFICE SUITE ' t:il 0 `J 0 :0 , O 0 OFFICE SUITE 3 \J A4.1 I 301 w W 307 24'-0" AFF :I: 1 ci MEN WOMEN .s LO:BY—113 309 308 N ....r,S: gE Qal a 111 ,l a w 1 .,, o - B.7 \ r A c. ��-- PERMIT — Q. �> -�.-,, © I REVIEW ,- _, RE I EW 0 J _ ■ ELEV 0 o �■ // o Q�Q E o LOBBY o O O `x/ E� • ® A E ' A e R / ©Ii rimmiti TYP.A STAIR n 300 Imi : 8. 0 , in ______ _ A02 E rstAnllIlliffallIllr'. E01 - N 'sliiimmi■ ii =1=11=1 -.- IMIN 11-Cel rgiliniaMILIMIIMMINAM111.1111111111111.1 ID 0 MI 1111111 M II 1E11 -.mi wili =MEI REME,3 IMI=1111111M. ariiiimi 0: I1 E> E A E — E ...mmri co 0 O 0 II II 3 0 3 ® a II II I I N C.4 E DARTMOUTH SQUARE OFFICE BUILDING 41) \ ..... u OFFICE SUITE I I OFFICE SUITE 302 II II 306 z? H II II a a H II H 11935 SW 70th AVE. TIGARD,OR 97223 D II II II J . 0 , o 1,,, i I =1.........m111111111.1111.1.1.1111" I a a 0 ° ' II — ■ a a � ■ I I I 1 ■ 0 --a N ■M= 21-0"0 4 - - 2 -0 TYP. 2._0.. � .�.� � t — / 15 2 / 9 4 / 5 �, / 17-0 , 7-6 / ll' 203'-0" )1' - REVISIONS 1 THIRD FLOOR REFLECTED CEILING PLAN A 10/10/06 T. A9.3 1/8" = 1'-0" (DI >N p C.) CC 0 E3 X KEY NOTES GENERAL NOTES CEILING LEGEND v.a ( O GYP. SOFFIT @ 9'-6' A.F. ., S E I TER OR LE ATIO S. 1. PROVIDE 1 F.C. EGRESS LIGHTING AT CORRIDORS FOR EMERGENCY EGRESS PER IBC. o ° 2. CONTRACTOR IS RESPONSIBLE FOR ALL HANGER BARS TRANSFORMERS AND OTHER h .J 2'X 4' PARABOLIC, PROVIDE EMERGENCY �;1 OXYGEN SATURNA OR ALTERNATIVE,TBD BY ® GYP. CEILING @ 10-0 A.F.F. A NECESSARY ACCESSORIES REQUIRED TO COMPLETE A PROPER AND CODE COMPLYING BATTERY PACK OR BALLAST WHERE `J OWNER MP: STEVE PEARSON c "0 E 3 UNFINI 'ED 0 STRU URE INSTALLATION. REQUIRED PA: BRIAN FREY - a, ' CO 3. VERIFY ALL FIXTURES INCLUDING CATALOG NUMBERS, FINISH AND LAMPING W/ARCH. ® RECESSED CAN a VISA SASH OR ALTERNATE,TBD BY OWNER JOB NO:053570 w c' `4 GYP. CEILING, SEE BUILDING SECTIONS AND STAIR DETAILS PRIOR TO ORDERING. 5 °' 4. ALL FIXTURES TO BE NON IC RATED UNLESS OTHERWISE NOTED OR REQUIRED BY IBC OR DATE: 07.13.06 o X E O CENTER GRID IN HALL 1 I FLUORESCENT STRIP SUSPENDED @ 9'-0"A.F.F. LOCAL CODES TO MAINTAIN 1 HR. RATING. ® LOW VOLTAGE DIRECTIONAL CAN FILE:053570_A9.3_Third Floor-R 0- o o O GYP. CEILING @ 9'-6"A.F.F. 5. ALL FLUORESCENT LAMPING TO BE COLOR 3500K AND CRI 85 OR BETTER UNLESS C o T OTHERWISE NOTED. ARMSTRONG CIRRUS SECOND LOOK CEILING .c - . TILE, TEGULAR o o O CENTER OVER STAIRS BELOW 6. VERIFY MOUNTING HEIGHTS OF ALL PENDANTS W/ARCH. 4- VISA VISAGE OR ALTERNATE,TBD BY OWNER E C'')_N ti o N 1:5 O CENTER IN ROOM 7. RECESSED FIXTURES TO BE LENSED WHERE REQUIRED BY IBC OR LOCAL CODES. -X- ° ®9 NOT SEA . OXYGEN SATURNA OR ALTERNATE,TBD BY A9 • 3 o T 8. EXIT SIGN LOCATIONS TO BE APPROVED BY FIRE MARSHALL,VERIFY W/ARCH. OWNER EXIT LIGHT Lo n m m o 0 10 ACT @ 10'-0"A.F.F. E o m 0 BATTERY BACKUP FOR EMERGENCY THIRD FLOOR o , a) EGRESS LIGHTING RCP cJ, X a • GROUP a r c h I t • c t • 700 999 Taylor$best.flubs 400 Poranw.Oregon 97206 t 603.266.6000 t 606.296.7000 www.m i.aaa+p.00n+ S (7 r$7 • VE , y : SON t • 0--3 } • -ORT! 'a, OR Q� 1 0- 0 MYHRE GROUP ARCHITECTS T11E8E DRAWBIGB ARE 711E PROPERTY OF MYHRE GROUP ARCMTTECTB AND ARE NOT TO BE REPRODUCED PI ANY MAID.EXCEPT AIL Lk WITH THE PRIOR WRITTEN APPROVAL OF MYHRE GROUP .6 0 4 A4.1 A4.1 8 9 9.7 10 i'S 0 r A N` ❑ — - - --�-_ it A �• :: I \ �, H — -...-. ilk — `a milmsammem it i 177 1 _. Ii 1:11 1 B • . . . .. • ' �.TTTTi 1777.' I1 ':: '.: ...'; • ••.: •..-•' Li■TT ...i II ' �,. .•,:: a��■. aa.�. zi, 'I'T�■ii ■ �TT�1 aim ■ - -..II i®i - — _� is - - ■ ' - - - ▪ .. • T . A4.1 1 _ — — rj .: T��.._ _..T■ , B.5 \ ❑ = .......� ': --�: ,�� PERMIT Zil .■....� �' ' ', r■■■� : REVIEW SET -6, IN.,• . , . . . . . . 1,21.1.:-. ..tso.. •:. ....... .. ,. , ..,......... .' ''''. ,• .. ... , . .. .. s: :.'... '.1 ...,!. 71,11,....."-timin B.7 ■ �L.__ I, t .,; •TYP:' :. '': , {: - _�° .. . . ■-,_T "{ t. xiTT � i T T I T UNFINISHED • . ` .• I WC;2 • f �. ,• FLOOR..•a, •� :r. I BEYOND .:ty: ::'' X/. ....,, / \ ...,'.: •:-• ...• ' .-.......:. ..:.• L . . ,.. ... .4111 b t° • .. y° J•{ .it 1111 .. .y•• ..'l•,.•. ...• -'�• :• 11• lo'.9V-C.-.?.‘,.::•...i.:...,..!...:.';'::•"s.''..;..:.....-1:.•:•::`....*:"....:***:‘.,'...:-.%.•':,...:'...`• ............1... '•"....:::......::..1....".•:1:;'..'s'i.•::'*•":.;.:'‘.....''..,;:1:.;...'...;:.‘....:•':.:;'.*: ''.....'.-:::.•:-...:::•::,.........-:.:-..',....,:.;'.....,..:::::.;...:.,...........! .,::*7;.:::::, co Ii— - . • .. . : • •l.. • .. „::•':,:•:::...:::: t M1 Y. .. M1 r 1 • .• •♦.• 11- - - •~ :-......-.....• .i in I DARTMOUTH SQUARE + • 411- - -1 C:1) UNFINISHED ' ' ' • , t ,___ _ _i_iLIJ li A7.7 , OFFICE BUILDING FLOOR BEYOND TYP. ... C.4 N ..� �� •"' I UNFINISHED FL OR BEYOND v • • • • •`r '•Lf ''' • t- • • 11935 SW 70th AVE. - TIGARD,OR 97223 M _ . ri T G .•.t..'' }. D 1 'wc=• •g:. G=2. I :: ' sir {' • .,: 0 \ imr ii I .:INm I T■ ■ s I I Le • ii MIA , II erg, ...] ,,, -, i .. ;..-.- ._�.... .: f ' .b.. ^. 2'-0" "t : II i II i 11 1 II 1 11 �� 15'-2" 91-4" 25'-0" TYP. 17-0 / 7-6 die 203'-0" )/ REVISIONS A 10/10/06 1 FIRST FLOOR FINISH PLAN A10.1 1/8" . 11-0" FINISH GENERAL NOTES: FINISH LEGEND: FINISH KEY NOTES: MP: STEVE PEARSON 1. COORDINATE CARPET SEAM WITH INTERIOR DESIGNER FOR APPROVAL. : ••• •• PA: BRIAN FRET ' , CARPET OR WALK OFF MAT T PORCELAIN TILE, SEE FINISH LEGEND C--) BEGIN INSTALLATION W/WHOLE TILE IN THE CORNER 2. RUBBER BASE TO BE 4", CONTINUOUS BASE W/TOE(TYP. U.O.N.) • ' - �� JOB NO:053570 S STONE TILE, SEE FINISH LEGEND DATE: 07.13.06 3. SEE RCP FOR CEILING MATERIAL AND HEIGHTS. 2O CUT TILE TO FIT IN MIDDLE OF RUN. 4. ALL FLOORING MATERIAL TRANSITIONS SHALL OCCUR AT THE CENTERLINE CUT STONE OR TILE, SEE INTERIOR FINISH LEGEND FILE: OF DOORS SEPARATING ROOMS, U.O.N. . BEGIN INSTALLATION W/WHOLE TILE IN CENTER OF ROOM. CONTINUE W/RUNNING BOND PATTERN AS SHOWN. 5. SEE INTERIOR FINISH LEGEND AND SPECIFICATIONS FOR MATERIAL TYPES, LOCATIONS, AND INSTALLATION/MAINTENANCE INFORMATION VCT, SEE INTERIOR FINISH LEGEND 0 BEGIN INSTALLATION W/WHOLE TILE CENTERED ON DOORWAY AND A10 . 1 ALIGNED W/ INTERIOR FACE OF BATHROOM WALL. WOOD PANELING, SEE INTERIOR FINISH LEGEND AND ELEVATIONS ACCENT WALLCOVERING, SEE INTERIOR FINISH LEGEND FIRST FLOOR FINISH PLAN . , . a r c h i t e c t s MYH ' GROUP 700 SW Taylor Street,Suits 400 Portland,Oregon 97206 (S,°D A14, t 503.236.8000 f 503.236.7600 www.myhreproup.com TEVE ' RSON C ,..,„:„.„ OR 4 Q� 1 OF 04' ©MYHRE GROUP ARCHITECTS THESE DRAWINGS ARE THE PROPERTY OF MTY RE GROUP ARCHITECTS AND ARE NOT TO BE REPRODUCED IN ANY MANNER,EXCEPT WITH THE PRIOR AL 0 0 41111) 0 OF MYHRE GROUP WRITTEN APPROVARCHITECTS. 4 6 A4.1 8 9 9.7 10 o ilkAl s-2 TYP. r________ r AN ��a>•�ia>•a>•a>•m • : I 0 �- 1 0 e ♦ 61 ini Li' — o �� a E-- ,• t.. lop ❑ .. 1111--- _-�� 1111, - — -►■■■�■■■ii U■/l�E/�i...:=t': •:":.gip iiiiii�1FiI Iii■■■■■■■I ■■■iii■1.•:b: �.: �1■■■I/�U■■ i■■■■■.■■I B 1111111111 mommosaul 3 1■■■►�■�' ..dam :w �' :>.--ilk-join 1 Ili Allilli.66' ....I..:::::" :.4*�a>•u�rt��a►iri►� t'••. ••,._ —i��l ■■■■■■■■1 0 11�1>��ri��■o��I,��i■■•�J!i/i■�■■II ::==:A.1r4;T 11 1111--; __•4 . ,;111111111011111 ED S-1 BORDER TYP. ■'In�■■■��11■■■C'1;1r�"_-.� ■■■■■■■■� ■1�►T�1 A4.1 tl■ ■■■■■■1■■ 11E�I r■■■■■■■■i 411_liki I �. ■ s II �■■■■■■■■u ■�� /"k. .. Is/1��aa!■l■■Alit I 1111 i■■��■■■1 ■EM 1.■■■■., —Eli PERMIT .. _ � .. II®®i 1■■■[��i 1111- _ - ..�.:_.5 �ri1Iiiii & i1��a.��1Q ra!I��,: III®I iriJirr! uui MEE 10111PIVILI��. © I r ...�� i III ±�A /2\ mom _ ■■ REVIEW SET '.1 ■i■�//■i■ice■■■III■ it DN .—! �� —LI UNFINISHED I 0 I 141111111111111111111.011446AZOf■I : . . o+-- 6 � FLOOR BEYOND _______ I !! _ _ .. *. . .ff'-;-. "' -.•'"'"IitilleleFP P .I UNFINISHED irl.�l earti6(�i « ��■� ►rJ��`ii■�I�� 1■■■� UNFINISHED :� ' '' Y `r II"�� FLOOR 1■■f� ►� I !iH :.1�}. .' _1111'• ~ '♦' p BEYOND ; a , .. = 111-----0{ '••• •�'• � ..A7`.lT.' BEYOND � -. . ■• ,,•,, .•... _1111• (:IC-: :) \ Ir. 11 �` ..h .•♦bk.,ro(I 11 _�' .♦ _ :! 1 r:: •4.I , • '••••••••••••• «'°... , t...1 •\'• .♦ •/ t• •,a •.♦. •~.. •'� t••• •• • • • 'y •.:.'•:.•'1.•t.• •♦° • • ',.r •+• t'•.t• •'`' • 'w. .r. i .V'..•\ MOM iPi■� \ ;' UNFINISHED•• ; ::•1.,. ..:::.:,..: ' FLOOR BEYOND•rsalill: :11: 't' ' 'Z.' • t ' •y• ••••:•.........• • • • .••'� f ', • ♦ •�•• •'t't.••....' - + ' ..,• • • • •' �• • t•,i •, ..�• • •ti'' • • ''1.'t•. I'1.' •\• • :.• • •✓ 1• ////�� ;■■III • '`. • • ••• ' . 'NEW 'ice■ IWC-2 A\ DARTMOUTH SQUARE ZU UNFINISHEq UNFINISHED ��III; iU■! FLOOR FLOOR OFFICE BUILDING �ll�'.I 0 BEYOND BEYOND C.4 •.• 11935 SW 70th AVE. ill ID TIGARD,OR 97223 :,,,,„" , ' : - ,f- .,--:,,,' - ' '", a V) r Ecs o x D S. e ■ m� i I ■ a e ® 911_ _ t.. ....r� ` 0 L ■I r a a 0 0 I yg gt E 3 1 7'- ..l I e \ .,---,. 1 tV M - � P 'f 2'-0" 2'-0" 15'-2" 9'-4" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 17'-0" r 7'-6" rr / r r r r r r r r rr L 203'-0" �( REVISIONS A 10/10/06 A 10/31/06 1 SECOND FLOOR FINISH PLAN A10.2 1/8"= 11-0" FINISH GENERAL NOTES: FINISH LEGEND: FINISH KEY NOTES: MP: STEVE PEARSON 1. COORDINATE CARPET SEAM WITH INTERIOR DESIGNER FOR APPROVAL. ••«•° PA: BRIAN FREY .. ''' CARPET OR WALK OFF MAT T PORCELAIN TILE, SEE FINISH LEGEND 1� BEGIN INSTALLATION W/WHOLE TILE IN THE CORNER JOB NO:053570 2. RUBBER BASE TO BE 4", CONTINUOUS BASE W/TOE(TYP.U.O.N.) ;.;. , '' DATE: 07.13.06 S STONE TILE, SEE FINISH LEGEND 3. SEE RCP FOR CEILING MATERIAL AND HEIGHTS. (:".) CUT TILE TO FIT IN MIDDLE OF RUN. FILE: 4. ALL FLOORING MATERIAL TRANSITIONS SHALL OCCUR AT THE CENTERLINE CUT STONE OR TILE, SEE INTERIOR FINISH LEGEND OF DOORS SEPARATING ROOMS,U.O.N. C..) BEGIN INSTALLATION W/WHOLE TILE IN CENTER OF ROOM. CONTINUE W/RUNNING BOND PATTERN AS SHOWN. 5. SEE INTERIOR FINISH LEGEND AND SPECIFICATIONS FOR MATERIAL TYPES, LOCATIONS,AND INSTALLATION/MAINTENANCE INFORMATION VCT, SEE INTERIOR FINISH LEGEND ■ 0 BEGIN INSTALLATION W/WHOLE TILE CENTERED ON DOORWAY AND ALIGNED W/INTERIOR FACE OF BATHROOM WALL. WD WOOD PANELING, SEE INTERIOR FINISH LEGEND AND ELEVATIONS WC ACCENT WALLCOVERING, SEE INTERIOR FINISH LEGEND SECOND FLOOR FINISH PLAN . GROUP a r c h i t e c t s 700 SW Taylor Street,Suite 400 Portland,Oregon 97205 t 503.236.6000 f 503.236.7500 www.myhregroup.00m I < ,.tSkY-D Y� • RSON C_ 5i/r/ • ") O.,.. .,, IfA, N.5- OF ©MYHRE GROUP ARCHITECTS THESE DRAWINGS ARE THE PROPERTY OF MYHRE GROUP ARCHITECTS AND ARE NOT TO BE REPRODUCED IN ANY MANNER,EXCEPT /ilk Ark WITH THE PRIOR WRITTEN APPROVAL 0 0 410 0 OF MYHRE GROUP ARCHITECTS. 4 A4.1 6 A4.1 8 9 9.7 10 0 I N I -e 4 s s a I I 4 0 0 I To I I- I o_� ' 1 ! / \ / i ° LE1111.11111.111.11111111 4!!:■ 111111"' MM. //!.►�■ EEEi I II S 2 ■�111T■ "---Ei D1 / - - EI% • LEEEI PERMIT \ IIE�� ■i l■■,riwi i�7E� rl®l /`\ LE.. ■11■■111 --�J REVIEW SET N 1■►.■I .__. ELI -44:uui S-1 I■��■� r:3 UNFINISHED / . t : i ' ' 0 BORDER 1111�� '' - �..► mom �' FLOOR ■E■� L 1.0':. �r''-��u��l man BEYOND TYP. . •t• !L,,,,,„,_____;... L�%iY■iie�l��iiiici� . : ' • • � �i .41• __ ■ 1 1 I 1 �1_'��so1��i`' L' '•, wlw.w�wl -__ 't.r ....% • E : • 1 I H ........l 3• ' UNFINISHED 1111111.1111111111111tiliell ��'■ BORDkE ` / UNFINISHED .FLOOR I■II ■■ t x FLOOR ,...• ... . .. ... , ..• • ..' `" r • BEYOND I .1. • 4 BEYOND ...:r• •■�■>IN_■r■■■I■■GI •e. • ;`••••, •• ....,..•......• • r+.." , •. • • .... III,W III, III, III, • '• •. .•. w 4111 b ■emu y 1 -- ` �� V■�ri�.��tl�..r�►�� a �e 4111Ik — ' •''s cn -- W-Z • !:TL 'S' .t i y.t r, `��.� � •• r ♦ t • ,' l . ., •4' a •.,• y• ••t 1•' •Y' •\' •',..,.....%,.. :♦ •+.• ..4 • ••L •,t: ..r'•»• ..• .•4` �•. �'4r` 1 •'4• •4 f' .• .-...,'........ ......;..:,.: .,:..,,: ::..\.........,•;....••.�� • ,• '�• ,• :.: . .. ;•, :� -,... ''•.:•• • �t• i•• . . . •, . UNFINISHED•"1111.111111 MAN ••r•• •• .!••: . ♦t•• • • •J••.w:•' t.';' '.: • ..•y••' »Vf� � �• • • e\ `'M•':91•' • .e • » .•. f •':r: A' • ,: , FL RN•=mom-, '..1 � • ••,' ,•.....•:•• ••• • � "t4 ♦ ►• 't' ,,' •i • '•' • ,1 ♦ • A77��tt �" ' 'r .::,....•*: '•.••' •.J •S. ,• • /•! ..• • ,'Sy r "1"""" • •t• ' f •}• • ••-' •L'• t • • •••••••. • '..• •✓ •w,4' . • . '....•'•%•.;.!• '4. t .•41 `'• • . •l :t. ♦ -'•. . .1•.h• • • r 1 • . L' `.1•• w ••. • : • .• • • L . . .. r. ... . .. • > ' J.:' ... �• '; • I BEYOND• • 11411111311 - • ••■■•■■•■f : . .• A\ co,-- I WC-2 I DARTMOUTH SQUARE UNFINISHED UNFINISHED OFFICE BUILDING acl1■II 1'IL'E! FLOOR 11 (I (I 11 FLOOR A7.7 • •• : .;r BEYOND T TYP. ^ BEYOND • n t„„. p • ... IC II I 11 11935 SW 70th AVE. TIGARD, OR 97223 M II II H , : . o a ' -- :, ,,,, ' 'i II I I I I D II I I I I • = = I I E I I �� f 8 I I '- ■1 _. I o I n ■ - - - I 0 I f. .1t J NJ a e ' , 3 , 2'-0" r w , , , ,, ,. ,. , , 7 r w r w r w r p r a r w r w r w r w r w �k� 15-2 9-4 25-0 25-0 25-0 25-0 25-0 25-0 17-0 -6 203'-0" (. di' /( REVISIONS A 10/10/06 A 10/31/06 1 THIRD FLOOR FINISH PLAN A10.3 1/8"= 1'-0" FINISH GENERAL NOTES: FINISH LEGEND: FINISH KEY NOTES: MP: STEVE PEARSON 1. COORDINATE CARPET SEAM WITH INTERIOR DESIGNER FOR APPROVAL. ."••• .• :' ` CARPET OR WALK OFF MAT PORCELAIN TILE, SEE FINISH LEGEND 0 BEGIN INSTALLATION W/WHOLE TILE IN THE CORNER PA: BRIAN FREY 2. RUBBER BASE TO BE 4", CONTINUOUS BASE W/TOE(TYP. U•O•N.) - STONE TILE, SEE FINISH LEGEND JOB NO:053570 3. SEE RCP FOR CEILING MATERIAL AND HEIGHTS. ®2 CUT TILE TO FIT IN MIDDLE OF RUN. DATE: 07.13.06 FILE: 4. ALL FLOORING MATERIAL TRANSITIONS SHALL OCCUR AT THE CENTERLINE CUT STONE OR TILE, SEE INTERIOR FINISH LEGEND OF DOORS SEPARATING ROOMS,U.O.N. U3 BEGIN INSTALLATION W/WHOLE TILE IN CENTER OF ROOM. 5. SEE INTERIOR FINISH LEGEND AND SPECIFICATIONS FOR MATERIAL TYPES, ■■ CONTINUE W/RUNNING BOND PATTERN AS SHOWN. LOCATIONS,AND INSTALLATION/MAINTENANCE INFORMATION ■■ VCT, SEE INTERIOR FINISH LEGEND 0 BEGIN INSTALLATION W/WHOLE TILE CENTERED ON DOORWAY AND A103 ALIGNED W/INTERIOR FACE OF BATHROOM WALL. ■ WOOD PANELING, SEE INTERIOR FINISH LEGEND AND ELEVATIONS ACCENT WALLCOVERING, SEE INTERIOR FINISH LEGEND THIRD FLOOR FINISH PLAN • GROUP a r c h i t e c t s IN''''' '''' A Too sW T.yi.r stf..R s a oo P�oA.nd.Or.p.n*TYO6 t Qos�w e0oo f eoa. i www.nylr.poup..cm C,<0.1) 4 w VE P•'RSON 'C� ,01,0141414s4t4:10,4io, ARC •7;,i • e.TL ,P, OR 'Cn� C .1.1Z' Q� OF -( J_____ _` IMgra.qji•MiIirt1i1aallaillw P-1 / WOOD PANELS,WD-1 ©MYHPEGPOUPAPCHITECTS OF A �--�■ PL-1 ALL REVEALS. ALIGN PL-1 @ ALL REVEALS 0 MY DRAtr ARE PROPERrir ar WITH MULLIONS,TYP. MY GROUP A� ARE NOT ` _ '-- - TO BE REPRODUCED P4 ANY wart A WITH 7HE P� WRJTf I /IrrlM<1/AL of MYHRE GROUP ARcIirrECrs. ENTRY ,�°� ,�..�°'`" WOOD PANELS,WD-1 95- '-'N/// _,,,"//' // / / //,07----GLAZING OEN 9 STEEL RAILING ,-/ \ 1 d SEE 11/A5.3 / / / / / / \ . ENTRY CANOPY BEYOND ../ ENTRY CANOPY _ J A / / / / / /;',/ P-1, TYP. WOOD PANELS, WD-1 , �, a WOOD PANELS, WD-1 /4/ / // / // / /// / 4/ \ 1 \ /I/ \ CVN 1SW4' ''`— DIRECTORY BY OWNER // / // / / \ (\///// /N> 7.\\ //// :/// /1\ / \ El .� WOOD PANELS,WD-1 PERMIT // REVIEW SET / // ,,,,, / , //// ' 7/2 i / \ ILA B C WOOD PANEL,WD-1 1 4 4 A7.7 A7.7 Alik LOBBY TYP. TYP. Mr SCALE: 1/4"= 1°-0" DARTMOUTH SQUARE OFFICE BUILDING 11935 SW Toth AVE. 3 TIGARD,OR 97223 C )TYP. PL-1, TYP. A ALIGN REVEAL W/ CENTER OF STEEL �� TUBING ��a� 1 WOOD PANELS, -— 1 ,. tA�P ��£ ; .; 8thII 1---::::: '!ALIGN REVEAL A7.7 ON �' WITH MULLIONS, 1" TYP. REVEAL, PL-1,TYP. . , ALIGN t \ g TYP. • hi 6.. ( ` ` �', ALIGN REVEAL WI CENTER OF STEEL TUBING n 0 REVISIONS 111,10 A / \ 10/10/06 Prir AIM to— 0 WOOD PANELS, ..em MAILBOXES: SALSBURY WD-1 V 777 [� \ � ORIZONTAL MAILBOXES, \ \ I #36006C. SEE SPECIFICATION <> \ // ifit // - CI\ aN \ SECTION 105500 POSTAL \/1 A77 `j — — .o SPECIALTIES l Si 0 TYP. \ °° s.. MP: STEVE PEARSON / / .o PROVIDE BLOCKING/ PA: BRIAN FREY BRACING AS REQUIRED , - / \ --.co z� _ JOB NO:053570\ \ DATE: 07.13.06 - - - - . `� I FILE: D A A WOOD PANEL,WD-1 - 4 Al 1 • 1 A7.7 1 LOBBY TYP. HALL 211 HALL 100 A11.1 SCALE: 1/4"= 1'-0" �° SCALE: 1/4 = 1 0 A11.1 SCALE: 1/4"= 1'-0" INTERIOR A11.1 ELEVATIONS • GROUP s r c h t t s s t s 700 SW T.ybr Dame.INA*400 Pa6rld,Ompon 07206 t 605.268 e000 f 605.266.7600 www.myfrgaup com 8 A7.7 RECESSED WALL SCONCE, ��'(� �A�tj c„,\S SEE A9.1 � `�"' ` fr P-2 TEVE Q% //31-/0" Q. PT-2 * - PT-2 �,,�- PT-2 !� • � RJAD, O.�1 \ S 3 ..sti■ WD-1 `.�� 1,..6„ T-1 o Q� TY'. %� PA ; RN T-3 1 C} " M OF -, �� ..��— ) t' r , �. ' � .r� _•. T-4 C h Y/ I 1 1 I 1 I I I• r �1� _ I I I ► 1 I I I I T-4 - 1__ fir:. ■I■ ��1■ LO / _ o a- ■.lIrt '' _1_ , WD-1 E ■I{�--�■'—��I■ _ � I � f— I I I I ] I I I ©MYHRE GROUP ARCHITECTS I o I .111M111.1 .-- I _ I I I I I f I 1 1 DRAWINGS OUP ARCHITECTS PROPERTY of 1 IrI 1y� I I I I _ 1 I I I I I I I I I I T-6 WITH TO BE:� l I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 / V – 1 1 1 1 1 1 1 ( �._ 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 11 1 ( 1 1 1 1 1 1 1 1 1 1 I I I I I vrrrH PRIOR WRITTEN APPROVAL OF MYHRE GROUP A T'EOTS. k.__ __ ç# B C D 6 12 A7.7 A7.6 TYP. 1 FIRST FLOOR WOMEN'S RESTROOM 11.2 SCALE: 1/4" = 11-0" 8 A7.7 RECESSED WALL SCONCE, SEE A9.1 PT-2 PT-2 PT-2 ;Q, 3'-0" iQ. PT-2 I \ r ,.it 11_6" ,.it T-5 / - T-1 '4o TY'. :) PA I RN T-3 / — — t 1 I 1 1 1 1 I T-1 _ , PERMIT »_ .. o - �� ...,.�@£n�`}�'�':�F@"T.' 1�`.+` ..r..T...eF ..S a?`��i t a�x -,�'A�xis.`4�%3`�1"vxl.: k.... '":�'lC ��k.... 'Sit. �. � ".4"i. $+. -.'-:<:v. b......... ... � .... >� .��' .... '� t 3� �, ..,. T 4 �'fl �.-�i, �4` a� � � / -�� ;:�-r gs ,u4f � _�•.4_. .... - ,L,: t ��s ' 1 in I I 1 _ I I I I 1 I T-1 I 3 �� _ � I _ � I � i �.r 1 t 1 i•r� 1 �- REVIEW SET I I I I I I I 1 I �- s T-4 �._ 1.'""."'"-"... l I l 1 I I I 1 I I I I I I I Iii r S-3 = _; I I- I _- I t 1 - � W D-1 - - � 1 I I �� t 1 I ] I I �r� I l .c.'? I 1 I I I I I I I _ �--,-�- --Ira/- J 1 1 tilt .'1 ( 1 I I I 1 I I I I 1 I 1 I I I 1 1 1 I I I I I J I 1 I I 1 I Look- T-6 - - \ � 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 A B C D 6 A7.7 2 FIRST FLOOR MEN'S RESTROOM A11.2 SCALE: 1/4" = 11-0" DARTMOUTH SQUARE OFFICE BUILDING 8 A7.7 RECESSED WALL SCONCE, SEE A9.2 PT-2 �,�..- PT-2 PT-2 IQ/ 41-11 Q. �''---PT-2 11935 SW 70th AVE. I l S-3 .' TIGARD, OR 97223 `.II lI_61i `.11 T-5 - , _ T-1 WD-1 i TY'. z PA ; RN T-3 i�....,..4. O in : —:i'; ,� 1 I a 1 ] 1 1 1 [ I 1 T �1 — Sf . I I I I 1 I I I I - I,I� •Ibill,- 1 I I ] 1 1 1 1 1 — ��+++- I I i I I I tI 1 I I I I I I I I I \ 6.� I _ o I I I 1 1 1 I 1 I _ ��r� �r r� I I I �— - \ I l l 111 \ 1 1 1 I 1 1 1 1 1 1 I I I I I 1 1 I 1 1 1 I I ' 1 A B C D 6 r # _ A7.7 .. L.; .. :.,.. 'I- *,.,- 3 SECOND FLOOR WOMEN'S RESTROOM _ ' t , _; R..., 't ,_ A11.2 SCALE: 1/4" = 1'-0" i REVISIONS A 10/10/06 8 A7.7 PT-2 PT-2 Q` 4'-0°' RECESSED WALL SCONCE, SEE A9.2 �- PT-2 �.- PT-2 ii " 1'-6" ,•" T-5 MP: STEVE PEARSON - T-1 I Ill lini Mill _ _ EY) cu \ TY'. z PA I RN T-3 PA: BRIAN FREY f� �� — � J/ WD1 , 1 ta-alu°::^'3�,.eA.,":?"R i1.f;..a` .'-'Y..S,.:&,.$:;.4aE r,T'.'�'.;,*3.'T't^—"Lk9C.`9f..:.R.cF�'.3i:.d" n.`J'3!°^;r m."BE ' Y3'NfZH' .,iii •gill--L.. _.,—ill 1 [ 1 .. �..^..u- uc;�.. ...,,�'s._..�,�s_�;,s:�wx ;:r�.:;uw;_..c.=..m..,�..�.`r.»Eu;,.,ss.... ..:c._..., : �3�., ��, JOB NO 053570 �- ruirLINI 1 / !, , I I I I I I I 1 I-�----T-4 t>� ►� ■■ •c�l■��ir��.".�! _ 'n ► ► I I o I t i t I I i I I DATE: 07.13.06 f`_ n iii ��I I I I I �t 1 I I ( 1 I FILE: 1 - .� _II k, ,. - t I I i 1 -!a ► ■ _I�!�r��■� ■i— C'' (-' r- [- I I I I I I LE: !L�'.5A■�� I I I I I I I I I I I I I I I I L��a��M��it>iitt1ittr�i�i�MM� 1, J I I I 1 J I I I J 1 1 1 I 1 I / -� I I I I I 1 1 1 1 I ► 1 1 1 1 1 1 I 1 I 1 0�_T-6 A B ` C D A7.7 All 1 . 2 4 SECOND FLOOR MEN'S RESTROOM INTERIOR A11.2 SCALE: 1/4" = 11-0" ELEVATIONS , • GROUP a r • h 1 t • a t • 700 le Nr TU F!best.Suns 400 FbYond.Onson•7205 t 50a_2a5.•000 f 000 l 7500 w0w.m4tw5010 ipaaen 8 A7.7 RECESSED VANITY FIXTURE,SEE A9.3 C,,,,(S.°) ?..,-. 004. P-2 PT-2 (� 4�_0�� (� PT-2j YE M.011;1"SON / / I7--- �- PT-2 T-1 co \ � �� TY'. .I PA RN / En 1 QQ T-3 / — _ ol°' .n eel^ , - . _ O WPkkAdr.Y�..FE?Y.e.:c ,r£?Yh"�.4k1F.E1kk, .x9 aY Yt'k �ynY•^5i"AR'NflY' :'_d�.ii+-, ktYvan'e�2....�..o' m-.�a..�"a"-_ T-4 pmi C � ' ' 1 I I 1 I 7 1 1 1 I 7 °*n-7 �a'� O I I 1 I I ( J 1 I – \ :► S-3 - '� "'� ii[` =� ...rtr. I� !� I I I I I I I I I _ jy– WD-1 I w Q MYHREGROUPARCHITECTS `/� I I I . I I 1 I I I _ I I �1 oFa►wt rc3a m r o�anr o •�� ' MYHIiE ARCHflECTS AND ARE NOT I Iii ..1 o I ( I I I 1 1 J I _ T-6 = rl 1�••1 Ir1 ,o eE r oDUC D wANr r �� i r _e_ ,._ ��oi��m■�� mmmomm mmnuoa��a :. 1 1 J I I i I I I 11 i l I 1 j f I I 1 I I I 1 i I I wn„+ „ rnrr�,-r�N A ►A� of IAYHRE GROUP �. A B C D 6 A7.7 0.1 THIRD FLOOR WOMEN'S RESTROOM SCALE: 1/4" = 11-0" 8 A7.7 7--PT-2 _ I hi I I I I I I P-2 / Q. 4'-0'° 1C), PT-2 PT-2 - ` 1'-6" ,. T-1 1---1 PERMIT ire . I I I I I _ I - I _ 1 c, , _ .�.----T REVIEW SET lir 1 En �— �� I _ o -4 I_a! �� _ I [_ I l �t J 1 I 1 I 1 1 CO �� lill _ m �i�i 1 �� 1 I I I I 11'n'�I i I i I i i i 1 1 I 1 I 1 1 1 1 I I I I i 1 1 I I i I 1 i I I I 1 1 1 -! I I 1 I i I I I I I I II I III 1 i - T-6 1 1 A B C D 6 A7.7 _ 2 THIRD FLOOR MEN'S RESTROOM A 11.3 SCALE: 1/4" = 1'-0" DARTMOUTH SQUARE OFFICE BUILDING CONTROL PANEL 1" METAL REVEAL, PL-1 N 1" METAL REVEAL, PL-1 1" METAL REVEAL, PL-1 �/ WD-1 PANELING w -'�► WD-1 PANELING -�► WD-1 PANELING 11955 SW 70th AVE. MIRROR SECURED MIRROR SECURED MIRROR SECURED TO TIGARD,OR 97223 STAINLESS STEEL TO WALL W/ t$ o TO WALL W/MASTIC WALL W/MASTIC FINISH TO MATCH MASTIC 0 ELEVATOR DOOR WD-1 PANELING Q • ' WD-1 PANELING •r l,. WD-1 PANELING iS-1 S-1 S-1 Nauau•� ••••� I ' A B C D �. � 3 3 ELEVATOR CAB A E , 9 S 11.3 SCALE: 1/4'° = 1'-0" REVISIONS MP: STEVE PEARSON PA: BRIAN FREY JOB NO:053570 DATE: 07.13.06 FILE: A1 1 • INTERIOR ELEVATIONS MYHRE - GROUP Structural Notes architects 106 SE Taylor Street,Suite 307 Portland,Oregon 97214 11. 516N cores CONCRETE(CAST IN PLACE): MET,141.D6GKIN6e t 503.236 6000 t 608.236.7800 www.myhreg"oup.00m I. INTERNATIONAL BUILDING CODE, 2003 EDITION. L ALL. CONCRETE SHALL SE NORMAL WEIGHT AND SHALL DEVELOP A MINIMUM 28 DAY I. ALL METAL DECKING SHALL CONFORM TO THE SPECIFICATIONS OF METAL STEEL DECK INSTITUTE. 2.STATE OF ORE60N 2004 STRUCTURAL SPECIALTY CODE AMENDMENTS. LABORATORY CURED COMPRESSIVE-CYLINDER STRENGTH OF 2_ METAL ROOF DECKING SHALL BE 1.5" x 20 GAGE, GALVANIZED 36" WIDE DECKING OF TYPES INDICATED IN 3.ALL REFERENCE TO OTHER CODES AND STANDARDS (ACI, ASTM, ETC) SHALL BE FOR THE U 3000 PSI FOR FOUNDATIONS AND INTERIOR SLABS ON GRADE,U.N.O. THE DRAWINGS. LATEST OR MOST CURRENT EDITION AVAILABLE. 4000 Psi FOR ELEVATED CONCRETE SLABS 3. METAL FLOOR DECKING' SHALL BE 1.5" x 20 GAGE, GALVANIZED 36" WIDE DECKING OF TYPES INDICATED IN 4,000 PSI FOR CONCRETE COLUMNS THE DRAWINGS. ` i I N croter IA 4,000 PSI FOR BRACED FRAME FOUNDATIONS 4 GRADE BEAM 4. DECKING SHALL BE CONTINUOUS ON 3 OR MORE SUPPORTS. �g� PR4e GROUND SNOW LOAD (Pg) 25 PSF 2. A MINIMUM OF 4 CONCRETE TEST CYLINDERS SHALL BE PROVIDED FOR EACH 100 U. YARDS 5. ROOF DECK SIDE LAPS TO BE BUTTON PUNCHED AT 12" O.G. `g'�" .` � `/ FLAT-ROOF SNOW LOAD (Pr) 25 PSF S� SNOW EXPOSURE FACTOR (Ge) 1.0 OF EACH CONCRETE STRENG'T'H, EACH DAY. CYLINDERS SHALL BE TESTED AS FOLLOWS: I AT 7 6. CONNECT ROOF DECKING TO SUPPORTING MEMBERS WITH I/2 DIA. PUDDLE WELDS, 5 WELDS PER SHEET DAYS, 2 AT 28 DAYS AND i PRIOR TO REMOVAL OF FORMS FOR SLABS AND BEAMS. SLUMP, AIR THROUGH IS 6A6E, STANDARD/,�ELDIN6 WASHERS (DELETE STANDARD WELDING WASHERS FOR DECKS >22 ,c 2 THERMAL LOAD IMPORTANCE FACTOR (Is) LO ENTRAINMENT, LOCATION IN STRUCTURE, ETC., SHALL BE MEASURED AND RECORDED FOR EACH GAGE). L:.� -- i ERMAL F GTOR (Gt) 1.0 '`°- SET OF CYLINDERS, PER ASTM. 7. ROOF 4 FLOOR DECKING LAID PARALLEL TO SUPPORTING WALLS, FRAMES, AND/OR DRAG BEAMS SHALL BE CONNECTED WITH _ _ , 3. CONCRETE CYLINDER AND TESTING SHALL CONFORM TO ASTM SPECIFICATIONS. 1/2" DIA. PUDDLE WELDS AT 12" O.G. THROUGH STANDARD WELDING WASHERS (DELETE STANDARD WELDING WASHERS FLOORS 50 PSF 4. CONCRETE, FORMS, MIXING, PLACING AND CURING SHALL CONFORM TO ACI MANUAL OF FOR DECKS >22 GAGE). ",� ,4... `S 1 .. FLOORS PARTITION ALLOWANCE 20 PSF CONCRETE PRACTICE, LATEST EDITION, AND SPECIFICATIONS. 1© 8. ROOF DECK SIDE LAPS SHALL BE CONNECTED WiTH 1.5 SEAM WELD AT i8" O.C. OR 14 (SAGE x SELF-TAPPING 99. r 25 N \4 FLOORS - ASSEMBLY 100 PSF 5. CONCRETE WATER CEMENT RATIO SHALL NOT EXCEED 0.50. METAL SCREWS AT 8" O.G. (ALTERNATE TO BUTTON PUNCH ABOVE). 4i, DOA Pti 6. CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 4 INCHES. q. FLOOR DECK SIDE LAPS TO BE SUTTON PUNCHED * 24' O.G_ BASIC WIND SPEED, 3-SEC GUST 100 MPH 7. CONCRETE SHALL HAVE 5% +/- 1% ENTRAINED AIR. 10. CONNECT FLOOR DECK TO SUPPORTING MEMBERS W/ 1/2" DIA. PUDDLE HELPS,(4) WELDS PER SHEET THROUGH 18 BASIC HIND SPEED, FASTEST MILE 80 MPH 8. CONCRETE EXPOSED TO WEATHER SHALL HAVE 6% +/- 1% ENTRAINED AIR. GAGE STANDARD WELDING' WASHER (DELETE STANDARD WELDING HASHERS FOR DECKS >22 GAGE) I EXPIRES 12-311-07 WIND EXPOSURE B q. CONCRETE SUPPLIER TO PROVIDE MIX DESIGN CALCULATIONS TO ENGINEER OF RECORD iI. ALL WELDING SHALL BE DONE SY HEWERS QUALIFIED UNDER AWS SPECIFICATIONS USING E6OXX, WIND IMPORTANCE FACTOR (Iw) 1.0 FOR REVIEW PRIOR TO POURING OF CONCRETE ELECTRODES. /\, 10. CONCRETE SHALL BE PLACED IN ONE CONTINUOUS OPERATION. 12. WELDERS SHALL BE AWS QUALIFIED FOR. LIGHT GAGE METAL WELDING. SEISMIC USE GROUP !-. GROUP 1 Ii. CONSTRUCTION/CONTROL JOINTS IN CONCRETE SLABS ON GRADE SHALL BE LOCATED AT SEISMIC IMPORTANCE FACTOR (le) 1.0 MAXIMUM OF 15'-0" O.G. EACH WAY OR AS INDICATED ON PLANS. JOINTS SHOULD BE ARRANGED 0 MYHRE GROUP ARCHITECTS MAPPED SPECTRAL RESPONSE, 53 1.461 SO AS TO MAINTAIN A PATTERN OF SQUARES WHENEVER POSSIBLE. LIO T E L"STEEL.i"it,AIMIN6e THESE DRAWINGS ARE THE PROPERTY OF MAPPED SPECTRAL RESPONSE, SI 0.381 12. SIZE AND LOCATION OF SLEEVES THRU FLOORS OR WALLS FOR MECHANICAL OR ELECTRICAL I. ALL LIGHT GAGE STEEL FRAMING TO BE: MYHRE GROUP ARCHITECTS AND ARE NOT SITE CLASS D ACCESS SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACING CONCRETE. TO RE REPRODUCED IN ANY MANNER.EXCEPT SPECTRAL RESPONSE GOEFF., SCIs 0.764 ASTM A-446 GRADE D (Fy=SO K51) FOR I6 GAGE AND HEAVIER WITH THE PRIOR WRITTEN APPROVAL 13. ALL BOLTS IN CONCRETE SHALL CONFORM TO ASTM SPECIFICATION A3(77 (UNLESS NOTED ASTM A-446 GRADE A (F9=53 K61) FOR IS GAGE AND LIGHTER OF MYHRE GROUP ARCHITECTS. SPECTRAL RESPONSE COEFF., SCII 0.416 OTHERWISE ON DRAWINGS) AND SHALL BE OF THE SiZE INDICATED ON THE DRAWINGS. 2. ALL FABRICATION, ERECTION, AND IDENTIFICATION OF LIGHT GAGE STEEL FRAMING SHALL CONFORM TO SEISMIC DESIGN CATEGORY D A151-NASPEG SPECIFICATIONS. BASIC SEISMIC-FORCE RESISTING SYSTEM SPECIAL CONCENTRIC BRACED FRAMES DESIGN BASE SHEAR 211 KIPS teI:INlgORGIN6 STEEL: 3. FASTENING OF COMPONENTS SHALL BE WITH SELF-DRILLING SCREWS OR FASTENING OF COMPONENTS SEISMIC RESPONSE COEFFICIENT (Gs) 0.133 I. ALL REINFORCING BARS SHALL CONFORM TO ASTM A-615 OF THE FOLLOWING GRADES: SHALL BE WIT H WELDING. RESPONSE MODIFICATION FACTOR (R) 6.0 A) ALL WELDS SHALL BE OF SUFFICIENT SIZE TO ENSURE THE STRENGTH OF THE CONNECTION. 1111 ANALYSIS PROCEDURE EQUIVALENT LATERAL FORGE PROCEDURE ASTM A615 GRADE 60 FOR ALL REINFORCEMENT B) ALL WELDING SHALL CONFORM TO AWS SPECIFICATIONS. TCE ASTM A615 GRADE 40 FOR BEAM STIRRUPS, COLUMN TIES AND AS NOTED. G) ALL WELDERS SHALL BE CERTIFIED FOR LIGHT GAGE STEEL UNDER AW5 SPECIFICATIONS. ALLOWABLE SOIL BEARING PRESSURE 2500 PSF 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 4. STEEL STUDS AND JOISTS SHALL BE OF THE TYPE AND (SAGE SHOWN ON THE DOCUMENTS AS 3. ALL WELDED REINFORCING BARS SHALL CONFORM TO ASTM A-706 OF THE FOLLOWING MANUFACTURED BY ANGELES METAL SYSTEMS, KNORR STEEL FRAMING SYSTEMS, STUDCO, OR OTHER FROELICH GRADES: APPROVED MANUFACTURER. SENERAI,s GRADE 60 FOR ALL WELDED REINFORCEMENT 5. PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT LIMITED TO TRACKS, CLIPS, WEB STIFFENERS, ANCHORS, I. UNLESS OTHERWISE NOTED, ALL MATERIAL AND DESIGN SPECIFICATIONS CITED HEREIN SHALL 4. ALL HEWED REINFORCING STEEL, METAL INSERTS AND CONNECTIONS SHALL CONFORM TO FASTENING DEVICES AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION. CONSULTING CONFORM TO THE MOST RECENTLY ADOPTED SPECIFICATION OF GORE. IBC STANDARDS NO I44-2. 6. END BLOCKING SHALL BE PROVIDED WHERE STUD AND JOIST ENDS ARE NOT OTHERWISE RESTRAINED 2.THESE STRUCTURAL NOTES ARE A SUPPLEMENT TO THE PROJECT SPECIFICATIONS. ANY 5. ALL WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS SPECIFICATIONS. ALL FROM ROTATION. DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS, THESE NOTES, AND ANY SITE WELDING SHALL BE DONE BY WELDERS CERTIFIED UNDER AWS SPECIFICATIONS USING LOW T. SPLICES IN AXIALLY LOADED STUDS SHALL NOT BE PERM1 t i CD. ENGINEERS INC CONDITIONS SHALL BE REPORTED IN A TIMELY MANNER TO THE ARCHITECT / ENGINEER OF HYDROGEN ETOXX ELECTRODES. 8. STUDS SHALL BE SECURELY ATTACHED TO FLANGES OF BOTH UPPER AND LOWER R It RECORD WHO SHALL CORRECT ANY DISCREPANCY iN WRITING. ANY WORK DONE BY THE b. REINFORCEMENT SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI q STUDS AND JOISTS TO BE BRACED WITH BRIDGING PER MANUFACTURERS SPECIFICATIONS.RUNNERS.NNE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S CODE 318 AND ACI MANUAL 315, UNLESS OTHERWISE NOTED. ALL REINFORCEMENT SHALL BE FREE RISK. OF LOOSE MILL AND RUST SCALE, OIL, DIRT AND COATINGS OF ANY MANNER THAT SILL REDUCE 6969 S.W. HAMPTON STREET 3.THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG DRAWINGS BOND. ALL REINFORCEMENT 15 CONTINUOUS WITH ADEQUATE LAPS. PRL‘ENISINEEMS,STEEL STAIRS: TIGARD,OREGON 97 PRiOR TO PROCEEDING WITH ANY WORK OR FABRICATION. 1. REINFORCEMENT SHALL BE SECURED IN FORMS WITH SUITABLE TIES AND ANCHORAGE TO I. STRUCTURAL PERFORMANCES: PROVIDE ASSEMBLIES WHICH, WHEN INSTALLED, COMPLY WITH THE (503)624-7005 FAX 624-9770 4.THE STRUCTURAL DRAWINGS REPRESENT THE COMPLETED STRUCTURE AND ARE NOT PREVENT DISPLACEMENT. BARS ADJACENT TO EARTH SHALL BE SUPPORTED BY CEMENT FOLLOWING MINIMUM REQUIREMENTS FOR STRUCTURAL PERFORMANCE (UNLESS OTHERWISE NOTED ON THE INTENDED TO INDICATE THE MEANS AND METHOD OF CONSTRUCTION. THE CONTRACTOR 15 MORTAR CUBES. RESPONSIBLE FOR ALL DEMOLITION AND CONSTRUCTION MEANS, METHODS, TECHNIQUES, 5. REINFORCING STEEL SHALL NOT BE DISPLACED FOR THE CONVENIENCE OF OTHER TRADES DRAWINGS): SEQUENCING, AND SAFETY REQUIRED FOR THiS PROJECT. UNLESS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. A) TREADS AND PLATFORMS OF St r..LL STAIRS: CAPABLE OF WITHSTANDING A UNIFORM LOAD OF 100 PSF 745 NW I,,(I;WASINGTON DR SUITEN 5.THE CONTRACTOR 15 RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF ALL ERECTION 9. 'WET SETTING' OF REINFORCEMENT, ANCHOR BOLTS, AND INSERTS IS NOT FERMI"i i CD OR A CONCENTRATED LOAD OF 300 LBS SO LOCATED AS TO PRODUCE MAXIMUM STRESS AND DEFLECTION BEND,OREGON 97701 BRACING, FORM WORK, AND TEMPORARY SHORING REQUIRED FOR THIS PROJECT. 10. THE FOLLOWING MINIMUM CONCRETE COVER. SHALL BE PROVIDED FOR CAST-IN-PLACE CONDITIONS. (541)383-1828 FAX: 383-7696 &SEE SUBMITTAL KEY FOR REQUIRED SHOP DRAWING SUBMITTALS. UNLESS STATED OTHERWISE REINFORCEMENT: B) POST, HANDRAILS, AND TOP RAILS: DESIGN POSTS, HANDRAILS, AND TOPRAILS TO WITHSTAND A MINIMUM IN THE PROJECT SPECIFICATIONS, PROVIDE A MINIMUM OF TWO SETS OF SUBMITTALS FOR A) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" FORCE OF 250 LBS APPLIED IN ANY DIRECTION AND AT ANY POINT. ALSO DESIGN HANDRAILS AND TOP FCE JOS"05-T361 APPROVAL OR CORRECTIONS. B) CONCRETE EXPOSED TO EARTH OR WEATHER RAILS TO WITHSTAND A HORIZONTAL LOAD OF 50 PSF APPLIED NORMAL TO THE RAIL. 7.ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME TYPE AND #6 THROUGH *IB BARS 2" C) GUARD ELEMENTS: INTERMEDIATE RAILS, BALUSTERS, AND PANEL FILLERS SHALL BE CAPABLE OF CHARACTER AS SHOWN FOR SIMILAR CONDITIONS SUBJECT TO REVIEW BY THE ARCHITECT AND #5 BAR AND SMALLER I-1/2" WITHSTANDING. A UNIFORM LOAD OF 25 P5F OF GROSS AREA OF GUARD, INCLUDING ANY OPEN AREAS, OF STRUCTURAL ENGINEER OF RECORD. G) CONCRETE NOT EXPOSED TO EARTH OR WEATHER WHICH THEY ARE A PART. THIS LOAD NEED NOT BE ASSUMED TO SE ACTING CONCURRENTLY WITH UNIFORM OR BALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE APPLIED, PLACED, SLABS: *14 AND *IS BARS i-I/2" CONCENTRATED LOADS ON POSTS, HANDRAILS, AND TOPRAILS IN DETERMINING STRESSES AND DEFLECTION PERMIT ERECTED OR INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. *11 BAR AND SMALLER 3/4" OF GUARD ELEMENTS. COLUMNS: PRIMARY REINFORCEMENT, TIES, STIRRUPS, 4 SPIRALS I-1/2" 2. SHOP DRAWINGS SHALL INDICATE PROFILES, SIZES, CONNECTION ATTACHMEN T5, REINFORCING, SUBMITTAL SPECIAL INSPECTIONS: EQUAL PLACE 2'-O" x 2'-O" BARS AT CORNERS AND INTERSECTIONS FOR WALLS AND FOUNDATIONS ANCHORAGE, SIZE AND TYPE OF FASTENERS, AND ALL ACCESSORIES. INCLUDE ERECTION DRAWINGS, EQUAL IN SIZE, NUMBER AND SPACING TO HORIZONTAL REINFORCING. ELEVATIONS, AND DETAILS WHERE APPLICABLE. I. A QUALIFIED SPECIAL INSPECTOR 15 TO BE CONTRACTED BY THE OWNER PER IBC CHAPTER 12. REINFORCEMENT SPLICES, SHALL BE 48 EAR DiA. (24" MIN), UNLESS NOTED OTHERWISE. 3. SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR METAL STAIRS SEALED AND SIGNED BY A QUALIFIED 11 REQUIREMENTS, AND ALL LOCAL ORDINANCES. 13. UNLESS OTHERWISE NOTED, DOWEL. CONCRETE WALLS TO FOOTING WITH EARS OF SAME SIZE 4 CIVIL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF OREGON. 2.SPEGIAL INSPECTIONS ARE REQUIRED BY IBC SECTION 1704 FOR THE FOLLOWING SPACING AS WALL REINFORCEMENT. 4. INDICATE WELDED CONNECTIONS USING STANDARD AVIS A2.0 WELDING SYMBOLS. INDICATE NET WELD CI"'" 41Ellotcw- CONSTRUCTION, WHERE AND AS INDICATED ON THE DRAWINGS: 14. UNLESS OTHERWISE NOTED, PLACE 2-*6 OVER, 2-*5 UNDER AND 2-*5 EACH SIDE OF ALL WALL LENGTHS. INDICATE VENT HOLES. `` A) CONCRETE (SECTION 1104.4, TABLE 1704.4) OPENINGS, VERTICAL BARS STORY HEIGHT + 2'-6" HORIZONTAL BARS OPENING WIDTH + 4'-0" EACH 5. STAIR TREADSSHALL BE AS INDICATED: 8" 1) INSPECTION OF REINFORCING STEEL, AND PLACEMENT (PERIODIC) END, PLACE 2-445 x 4'--O" DIAGONAL EARS AT EACH CORNER. OF ALL OPENINGS. A) SHEET STEEL: ASTM A510, GRADE 36 r ii) TAKING OF TEST SPECIMENS (CONTINUOUS) 15. SLAB TOP REINFORCING BARS THAT TERMINATE IN A WALL OR COLUMN SHALL HAVE A B) CONCRETE iN METAL PAN: 2-1/2" DEEP, MINIMUM • - t,- • •4 • - `'_ \UOUS) STANDARD 90 DEGREE HOOK, UNLESS OTHERWISE DETAILED- SLAB BOTTOM BARS THAT " `m iv) HEWING OF STEEL REINFORCING © � C) CONCRETE FOR TREADS: 300D PSI 6m 28 DAYS B) TERMINATE UNLESS DETAILED WALL 544A L EXTEND TO WITHIN 2 OF OPPOSITE FACE OF COLUMN D) REINFORCEMENT FOR CONCRETE TREADS: WWF 4X4 W1.4Xwf.4 1) FABRICATOR/ERECTOR SHALL SUBMIT WP5 TO INSPECTOR, WITH THE EXCEPTION OF SHOP 6. STEEL PIPE HANDRAIL SHALL BE i" DIAMETER STANDARD PIPE, NET OUTSIDE DIAME t t=< NOT LESS THAN I6. PLACE 2-*5 x OPENING DIMENSION PLUS 4'-0" EACH SIDE OF ALL OPENINGS AND 2-#5 x 4'-0" 1-1/4" AND NOT MORE THAN I-1/2". SHOP PRIME AND FIELD PAINT. WELDING PERFORMED BY AN APPROVED FABRICATION FACILITY IN ACCORDANCE WITH THE IBC. DIAGONAL BARS AT EACH CORNER OF ALL SLAB OPENINGS GREATER THAN I'-6" IN DIMENSION. -1. SHOP ASSEMBLY: PREASSEMBLE ITEMS IN SHOP TO CREATES EXTENT POSSIBLE TO MINIMIZE FIELD 1i) HIGH-STRENGTH BOLTING , BEARING, TYPE (PERIODIC) 11. UNLESS DETAILED OTHERWISE, REINFORCE ALL CONCRETE WALLS AS FOLLOWS: SPLICING AND ASSEMBLY. 111) HIGH-STRENGTH BOLTING, SLIP-CRITICAL TYPE (CONTINOUS) 6" WALL #4 42 12" H 4 V CENTERED 8. METAL STAIRS SHALL BE FABRICATED IN ACCORDANCE WITH NAAMM METAL STAIRS MANUAL. iv) COMPLETE AND PARTIAL PENETRATION GROOVE WELDS (CONTINUOUS) 5" WALL #5 0 15" H 4 V CENTERED g. RAILINGS AND HANDRAILS SHALL BE FABRICATED IN ACCORDANCE WITH NAAMM PIPE RAILING MANUAL. v) MULTI-PASS FILET WELDS (CONTINOUS) 10" WALL #5 0 12" H 4 V CENTERED 10. FIT AND SHOP ASSEMBLE SECTIONS IN LARGEST PRACTICAL SIZES, ALLOWING FOR HANDLING THROUGH vi) SINGLE PASS FILLET WELDS GREATER THAN 5/16" (CONTINOUS) 12" HALL *4 0 12" H 4 V EACH FACE AVAILBLE BUILDING OPENINGS. vii) 51N6LE PASS FILLET WELDS NOT EXCEEDING 5/16" (PERIODIC) 14" WALL #5 0 18" H 4 V EACH FACE II. ACCURATELY FORM COMPONENTS REQUIRED FOR ANCHORAGE OF STAIRS. viii) WELDED GOLD FORMED STEEL FRAMING (PERIODIC) 12. FABRICATE STAIRS WITH CLOSED RISERS AND TREADS OF PAN CONSTRUGITON TO RECEIVE CONCRETE. Ix) INSPECTION OF STEEL BRACED FRAME JOINT DETAILS FOR COMPLIANCE WITH APPROVED FORM RISERS AND TREADS OF PAN CONSTRUCTION TO RECEIVE CONCRETE. FORM TREADS AND RISERS TO CONSTRUCTION DOCUMENTS (PERIODIC) MASONRY/STONE E e CONFORM TO CONFIGURATION SHOWN. x) WELDING OF STEEL REINFORCEMENT(CONTINUOUS) I. VENEER SHALL NOT EXCEED 5" IN THICKNESS. 13. VERIFY ALL DIMENSIONS ON SITE PRIOR TO SHOP FABRICATION. DARTMOUTH 5►QUARE xi) METAL FLOOR AND ROOF DECK WELDS (PERIODIC) 2. PROVIDE I" MIN. AIR SPACE BETWEEN VENEER AND STUD WALL SHEATHING. PLYWOOD WALL OFFICE BUILDING C) EPDXY ANCHORS (CONTINUOUS) SHEATHING TO BE COVERED WITH APPROVED BUILDING PAPER. 1) DURING THE PREPARTAION FOR EPDXY ANCHOR INSTALLATION 3. VENEER TO BE TIED DIRECTLY TO WALL STUDS, COLUMNS, CONCRETE WALLS, CMU WALLS, OR STEEL/CONCRETE AG,C I 10 INSTALLATION OF EPDXY ANCHORS STRUCTURAL ELEMENTS. TIES TO BE SPACED AT 16" O.G. HORIZONTALLY AND 15" O.G_ VERTICALLY, I. HEADED STUDS SHALL BE NELSON HEADED ANCHORS WITH FLUXED ENDS OR APPROVED EQUAL. 5.1T 15 THE CONTRACTORS RESPONSIBILITY TO COORDINATE ALL INFECTIONS WITH THE MAXIMUM. IN NO CASE 15 THE AREA OF VENEER SUPPORTED BY EACH TIE TO EXCEED 2.0 SQ. FT. 2, DEFORMED BARS ANCHORS (DBA) SHALL BE NELSON TYPE D2L OR APPROVED EQUAL. DESIGNATED SPECIAL INSPECTOR IN A TIMELY MANNER PRIOR TO ALL WORK REQUIRING SPECIAL 4. USE 3/4" x 22 GAGE GALVANIZED METAL TIES OR # q GAGE GALVANIZED WIRE TIES. 3. HEADED STUDS AND DBA SHALL BE AUTOMATICALLY END WELDED WITH MANUFACTURERS STANDARD INSPECTION. 5. USE *G1 (SAGE GALVANIZED WIRE JOINT REINFORCEMENT HORIZONTALLY AT i6" O.G. JOINT EQUIPMENT, PER MANUFACTURER'S PRODUCT SPECIFICATIONS. 4.ALL SPECIAL INSPECTORS SHALL BE CERTIFIED TO PERFORM THE NECESSARY INSPECTIONS REINFORCEMENT TO BE SECURED TO SEISMIC TIES. /� ON THE MATERIALS AND OPERATIONS INDICATED PER iBC, ACI, AW5 OR OTHER APPROVED L!A , A6OVERNIN6 INSTITUTION STANDARDS. OPEN HIS5 STEEL JOISTS' 5.INSPECTIONS LISTED AS "PERIODIC" SHALL BE INSPECTED A MINIMUM OF THREE TIMES A REEK. STRUCTURAL STEEL* I. ALL OPEN WEB STEEL JOISTS, BRIDGING, AND ACCESSORIES SHALL BE DESIGNED, MANUFACTURED, AND I. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING MINIMUM ASTM SPECIFICATIONS AND GRADES: ERECTED IN ACCORDANCE WiTH STANDARDS OF THE STEEL JOIST INSTITUTE AND THE AMERICAN INSTITUTE OF 11945 SW 7 th AVE. WIDE FLANGE SECTIONS ASTM A-572, GRADE 50 (Fy=50 K5I) STEEL CONSTRUCTION, NOVEMBER I, Ig72. TIGARD, OR 97223 STRUCTURAL OBSERVATIONS* CHANNELS, ANGLES, PLATES ASTM A-36 (F9=36 KSI) 2. PROVIDE OPEN WEB STEEL JOISTS OF SIZE AND AT SPACES SHOWN ON THE DRAWINGS. JOISTS SHALL BE I. PURSUANT TO IBC SECTION 11O1..1, STRUCTURAL OBSERVATIONS BY THE STRUCTURAL TUBE SECTIONS A-500, GRADE B (F9=46 KSI) DESIGNED FOR THE LOADS SHOWN BELOW AND, IN ADDITION, FOR DRIFT LOADING AND OTHER LOADS SHOWN ENGINEER-OF-RECORD OR THEIR REPRENTATIVE SHALL BE REQUIRED AT THE FOLLOWING STAGES PIPE ASTM A53, TYPE E OR S (Fy=35 KSI) ON THE PLANS, INCLUDING MECHANICAL EQUIPMENT AND PIPING. OF CONSTRUCTION: 2. ALL FABRICATION, ERECTION AND IDENTIFICATION OF STRUCTURAL STEEL SHALL CONFORM TO AISC-LRFD, ROOF- SNOW LOAD 25 PSF A) DURING THE PLACING OF FOUNDATION REINFORCEMENT AND CONCRETE AISC 335, OR AISC-HSS. DEAD LOAD i7 PSF + JOIST SELF WEIGHT S) AT COMPLETION OF LATERAL FORCE MOMENT FRAME SYSTEM 3. ALL WELDING SHALL CONFORM TO AW5 SPECIFICATIONS. ALL WELDING SHALL BE DONE BY WELDERS TOTAL LOAD 42 PSF + JOIST SELF WEIGHT C) AT COMPLETION OF HORIZONTAL ROOF AND FLOOR DIAPHRAGMS QUALIFIED UNDER AWS SPECIFICATIONS, USING ETOXX, LOW HYDROGEN, ELECTRODES. NET UPLIFT (WIND) 5 PSF .tt,70. ' " -,, 4. ALL SHOP WELDING SHALL BE PERFORMED IN AN AWS APPROVED SHOP. .'' E �� t°e G ,r _ D) AT COMPLETION OF BUILDING STRUCTURAL SYSTEM, PRIOR TO COVERING OF STRUCTURAL FLOOR- LIVE LOAD (OFFICE) 50 PSF � � �`, � ELEMENTS 5. HELD TESTING AND INSPECTION SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF AW5 DI.I AND AISC. LIVE LOAD (CORRIDOR) 100 P5F � 48a¢ rii rr p� � Y�,.e r�� / e 5 t 7 'i'Cr� 6. THE STEEL FABRICATOR AND ERECTOR SHALL DEVELOP A WELDING PROCEDURE SPECIFICATION (WP5) DEAD LOAD 6q PSF + JOIST SELF WEIGHT e,;.°3, t ter �,� 1� , 4 '� ,' 2.THE CONTRACTOR SHALL NOTIFY THE ENGINEER-OF-RECORD A MINIMUM OF FOUR. (4) t '1 WORKING DAYS PRIOR TO THE COMPLETION OF ANY CONSTRUCTION STAGE REQUIRING PER AWS DI.I FOR. ALL WELDS. SUBMIT WRITTEN COPIES TO THE INSPECTOR FOR APPROVAL. TOTAL LOAD II PSF + JOIST SELF WEIGHT ' :11 . ""4 '" ,4 4 ir'llti STRUCTURAL OBSERVATIONS. '1. ALL BOLTED CONNECTIONS SHALL BE MADE WITH MACHINE BOLTS (M.B.) CONFORMING TO ASTM A307. 3. WHERE JOISTS ARE SUPPORTED BY A CONCRETE OR MASONRY WALL, THE JOISTS SHALL BE DESIGNED TO : git , 8_ HIGH STRENGTH (H.5) BOLTS SHALL CONFORM TO ASTM A325-SC WHERE NOTED_ PROVIDE TENSION ACCOMADATE AN ADDITIONAL AXIAL FORCE (IN COMBINATION WITH VERTICAL LOADING) IN THE TOP CHORD I ' INDICATING FASTENERS (LOAD INDICATOR. WASHER OR TWIST OFF BOLT) AT ALL H.S. BOLTS. EQUIVALENT TO A MINIMUM OF 200 PLF x JOIST SPACING, UNLESS NOTED OTHERWISE. ! . .. e s , DEIVRIM, SUBMITTALS:TO THE g. SUBMIT ALL PRE QUALIFIED JOINT WELDING PROCEDURES FOR REVIEW. 4. JOISTS INDICATED ON THE DRAWINGS AS SP/GSP ARE TO BE DESIGNED BY THE JOIST ' 1 f I. PURSUANT TO THE IBC, SUBMITTAL DOCUMENTS FOR DEFERRED ITEMS SHALL BE PROVIDED 10. ALL FULL PENETRATION WELDS SHALL BE INSPECTED BY ULTRASONIC OR. OTHER APPROVED MANUFACTURER/SUPPLIER FOR THE MAXIMUM DEPTH INDICATED. SEE JOIST LOADING DIAGRAMS FOR TO THE ARCHITECT AND/OR THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW. ,ki NON-DESTRUCTIVE TESTING PROCEDURES. RESULTS OF TESTS SHALL BE SUBM i TTED IN WRITING TO THE LOAD I N6 INFORMATION. t t -. ARCHITECT / ENGINEER OF RECORD. 5. DEFLECTION OF MEMBER. DUE TO DESIGN LIVE LOAD SHALL NOT EXCEED THE FOLLOWING (UNLESS - # ITEM ARCHITECT STRUCTURAL BUILDING ,.,,Y II. ALL STEEL EXPOSED TO WEATHER, MOISTURE, SOIL, OR. AS NOTED SHALL BE HOT DIP GALVANIZED PER NOTED OTHERWIS - ,�► , OF RECORD EN61 NEER OFFICIAL _., :'I t _ A OF RECORD ASTM A-123, OR HAVE AN APPROVED PROTECTIVE COATING. FLOORS- f/480 •►' PAN I ; 12. THE DRAWINGS ARE DIMENSIONED FOR GENERAL LAYOUT AND NOT NECESSARILY DIMENSIONED PER AISC ROOFS- %. OF SPAN FOR PLASTER CEILINGS I. STRUCTURAL 4 -TEEL SHOP DRAWINGS X X STANDARDS. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE SHOP DRAWINGS WITH DETAIL 1/240 FOR ALL OTHER CASES CONCRETE MiX ► .-N X X DIMENSIONS PER AISC CODE OF STANDARD PRACTICE. 6. CONNECT ALL JOISTS TO SUPPORTING MEMBERS WITH 3/16 INCH FILLET WELDS, 3 INCHES IN LENGTH, EACH 3. STRUCTURAL STEEL MILL CERTS X X 13. IT 15 THE RESPONSIBLITY OF E CONTRACTOR TO COORDINA BET EN THE ARCHITECTURAL AND SIDE OF JOIST, UNLESS NOTED OR DETAILED OTHERWISE. 4. REINF. STEEL SHOP DRAWINGS X X 'fit" ► -• D+- ^ i.. • -F2.0.-i• 514. - ✓? `«- _ 1. ALL WELDERS TO BE CERTIFIED TO AWS STANDARDS. 5. REINF. STEEL MILL CERTS X X A 14. FABRICATOR SHALL CLEARLY IDNTIFY THE PROTECTED ZONES ON ALL MEMBERS OF BRACED FRAMES W/ PAINT. 8. CAMBER ALL JOISTS AS PER MANUFACTURER'S RECOMMENDATIONS. 9. ERECTION AND CONNECTIONS OF ALL JOISTS AND BEAMS SHOULD STRICTLY FOLLOW MANUFACTURER'S 7. STEEL DECK SHOP DRAWINGS X X X A !` RECOMMENDATIONS. REVISIONS 5. PRE-ENGINEERED STEEL STAIR X X X 10. CONTRACTOR TO VERIFY ALL WEIGHTS AND LOCATIONS OF CONCENTRATED LOADS DUE TO ROOF TOP SHOP DRAWINGS MECHANICAL UNITS, MECHANICAL PIPING, ELECTRICAL UNITS, FOLDING PARTITIONS AND OTHER CONCENTRATED U REVISION 1 10/i0/06 q. PRE-MANUFACTURED OPEN WEB X X X LOADS PRIOR TO JOIST FABRICATION. JOIST MANUFACTURER TO MODIFY THEIR PRODUCT AS NECESSARY STEEL JOIST SHOP DRAWINGS AND PROVIDE ANY ADDITIONAL FRAMING AND/OR BLOCKING FOR SUPPORT OF ANY ROOF TOP MECHANICAL A REVISION 2 i0/31/06 UNITS, MECHANICAL'1. • I iI. THE JOIST MANUFACTURER�SHALELECTRICAL UBMIT DESIGGNS, SHOP DRAWINGS AND OTHER ALCULATIONS BEARING CONCENTRATED LOADS. 5 I. FOUNDATION SIZES ARE BASED UPON A MAXIMUM TOTAL LOAD BEARING SOIL PRESSURE = STAMP OF A REGISTERED STRUCTURAL ENGINEER TO THE ARCHITECT FOR REVIEW. SEE SUBMITTAL KEY FOR - 2500 PSF (PER GEOTEGHNICAL REPORT BY 6EOTECH SOLUTIONS INC., REPORT * bisset-04-OI-g: REQUIREMENTS. DATED 03/12/04) FOR BEARING ON NATIVE SOILS/COMPACTED FILL. 12_ DESIGNS, SHOP DRAWINGS AND CALCULATIONS SHALL INCLUDE THE FOLLOWING INFORMATION: -- - - 2. FOOTINGS SHALL BE FOUNDED ON FiRM, UNDISTURBED SOIL OR ON APPROVED STRUCTURAL A) DEFLECTION DESIGN CRITERIA FILL., AS RECOMMENDED BY THE 6EOTEGHNICAL ENGINEER'S REPORT. B) LIVE, SNOW, DEAD, WIND, SEISMIC AND MECHANICAL DESIGN LOADS -- 3. ALL FOOTINGS SHALL BE A MINIMUM OF I'-6" BELOW FINAL GRADES. C) ERECTION AND PLACEMENT CRITERIA 4. ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING D) DETAILS OF ALL BRIDGING, BRACING, STIFFENERS, BLOCKING AND CONNECTIONS _EXCAVATIONS TO NEAT LINES AND REPLACED WITH ENGINEERED FILL IF NECESSARY. E) LOCATION AND FRAMING FOR ALL EQUIPMENT LOADS OVER. 500 LBS 5. THE CONTRACTOR SHALL REVIEW ALL GEOTEGHNICAL ENGINNER RECOMMENDATIONS PRIOR F) LOCATION AND FRAMING FOR ALL SUSPENDED WALLS AND EQUIPMENT TO THE COMMENCEMENT OF ANY 51TEWORK. 13. ALTERNATE PRODUCTS AND DESIGN MUST BE APPROVED BY THE STRUCTURAL ENGINNER OF RECORD PM: FDA 6. STRUCTURAL FILL SHALL CONSIST OF GLEAN WELL-GRADED SAND, SAND AND GRAVEL, OR • �, CRUSHED ROCK. FOR COMPOSITE OPEN W .EB JOISTS, MANUFACTURER SHALL SPECIFY HEADED HELD STUD SIZE 4 SPACING PE. MJPlKEN 7. THE STRUCTURAL FILL SHALL BE PLACED 1N L005E LEFTS NOT EXCEEDING 8" IN THICKNESS AND THOROUGHLY COMPACTED TO A DENSE, NON-YIELDING STATE. A4. JOB NO:053570 8. STRUCTURAL FILL. SHALL BE COMPACTED TO gO% OF THE MAXIMUM DRY DENSITY AS - -- OBTAINED BY ASTM MODIFIED PROCTOR. DATE: 06.19.06 q. BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 2'-0" HORIZONTAL TO I'-O" VERTICAL STEPS OR SHALL BE SLOPED NOT TO EXCEED I VERTICAL TO 4 STRUCTURAL REVIEW COMPLETE FiLE: HORIZONTAL WHEN APPROVED BY THE ENGINEER. 10. PLACEMENT OF ALL FILL SHALL BE OBSERVED AND TESTED FOR RELATIVE COMPACTION BY q� � F �v�(, >/ A QUALIFIED TECHNICIAN UNDER THE GUIDANCE OF THE 6EOTECHNICAL ENGINEER. MINIMUM p ��# (f S/ 6 TESTING FREQUENCY SHALL BE ESTABLISHED BY THE 6EOTEGHNIGAL ENGINEER. j II. THE CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL ENGINEER PRIOR TO COMMENCEMENT P/ j / OF FILLING OPERATIONS ` ��/yam< < 12. ALL GENERAL EXCAVATIONS AND FOOTINGS SHALL BE INSPECTED AND APPROVED PRIOR �� r V w TO THE PLACEMENT OF ANY SOiL BACKFILL AND/OR CONCRETE. � , $[T�TIGN�� E' ■ STRUCTURAL - NOTES MYHRE . GROUP 0_ 0 0 . 0 0 architects 2.7 4 Ck 8 9 9.7 f 05 SE Taylor Street,Suite 3+07 Pertiand.Oregon 97214 t:603,2:36.5000 f 503.236.7500 w w.rr:yhrecgroup oorn SEE SHEET i. f . I I 1 I I I S2.2 FOR ION I I -cf� PRF' 6 I INFORMATION I I ; I '0 0. '6 Jr- 54.t 6 it 6 15 SIM 541 SIM 54.1 54.1 _......- Aga 84.1 AS REQ ID. ••• ! 111, il It• AI - a - - - - - - - - - - - - -1 - - - - _i -I - - - �I - ti�� . ° ■ - - - - - �►- - - - - - - - - �, - - - -- - - I I IDEA © I I- `/, r -I - - - - - - B I ( 00 --I 4 - -J --I - 4 I EDGE OF I Ems 12-31-07 I i00 ii - - FOS �T I ON 0 I I 10 as I G.J. C.J. � � I 54.1 A I u I I ©MYHRE GROUP ARCHITECTS I THESE DRAWINGS ARE THE PROPERTY OF I MYHRE GROUP ARCHITECTS AND ARE NOT eh TYP 4 I I TO BE REPRODUCED IN ANY MANNER.EXCEPT SIM 14 WITH THE PRIOR WRITTEN APPROVAL I IM �� J L, 54.2 OF MYHRE GROUP ARCHITECTS. Ell -II- I A© I I I ell•B a `- G.J. ,,', - _ G.J_ ( I I - I - I �;► I I I(� v I I 'S -1 1'- TYP I r _N S4.1 I I 54.1 1 I L_ � J (I 5F4 _i- J E3F5 -I r i 53.1 Mr ::ES I I /11 g CONSULTING i.7 - - ' �J. -- I , _. ........„ ,i - - I - - - - - - - FOUNDATION -t u 7.---- ( ABOVE I ENGINEERS INC 8 SIM I 84.1 6 - , S V AIT r--1' �_� 1- ,� 00 -----, ® I -----1 rJ L� ® I I I II 1 / 54.2 6969 S.W. HAMPTON STREET - I I I I I I I r ► L , TiGAI� OREGON 97223 0 9 ■ - L:aBI _ tiny ( A I _ ' I 4!!, I I I - - - - - - - I - (503)624-7005 FAX: 624-9770 fr by. :: .1 I I jrd I I I l •ig,I I I I L L - I 84.1 I I SIM s4.► ( I I I 8 I I 1 _ :: 7 Nuv� ToN DR SLUE 204 I 11 1 © ( L J ----� L J J - 383-7696 I ©© �� - 00 (- I (541)383 1828 FAX: 383 7696 `4 I 8F2 , DROP FOOTING FCE JOB*05-T361 W,1� 531 ELEVATION TO 0 E3F2 BOTTOM OF 00 I I ELEVATOR PIT QI 53.1 G.J- C.J. I ( 1 C.4 I _ TYP , PERMIT - _ �► - - I ( 2 �� - - :i '© ° - - - TYP 54.1 - - - ® - _ - - - - - - - SUBMITTAL m J IAT -C•---I-I C.5 Li r- o _ L 11 1 ASS I I as REQ'D. 54.1 I C.J. BF1 Z4.1 I 10 U . CJ. G.J. 53.1 SIM 45© 11 I S4.1 -� -, --, I I I d REQ'D- 54.1 AS � I - - - - - 10 il REQ'D- 54.1 © ;_,__i _ 5 - -- S ---- 5 ---- 84.1 A© �� s4.1 BI I --- �I 0 ___• --_ 4 - - -I--h - I - - i a - " 4 ,- - 9 a L____J' _ ___I J DARTMOUTH SQUARE Al z --- As REa'D. /A4 -- _1 1.---r All s4.t AlCk _ s4.1 A _ _ S © s�i OFFICE BUILDING m fa c© C I V A I Z A 84-1 54.1 10 I SEE SHEET SIM 1 S2.2 FOR 541 0 AS REQ'D. SEE SHEET I FOUNDATION 2'_0« 52.2 FOR -2'-0" INFORMATION 15'-2" 9 '-4" , 25'-0" TYP. , FOUNDATION « , INFORMATION . 1� -0 -� Jr 203 -0" Jr 11945 SW 70th AVE. 1 FIRST FLOOR FOUNDATION PLAN TIGARD, OR 97223 S2.1 1/8"= 1'-0" Foundation Plan Notes Base Plate Schedule Footing r�' �a:r a, �j� ti \�rl :Y: w% Base Plate Base Plate Type - �_�,_ ",�s�t�a�°:•3 .."��. ..�:::. �::::., :::.: � �,,_�. .,=a:: L VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. THE Anchor i,; 3I€==r€l 1. �_` ]: _ �I ,.z:a;y, _z __, Thickness nchor Bolts (See Dia rams Below) Notes Size Reinforcing Notes =a�,z==::�==i ..r�l,�=:: _,:;: �_�,=,tl ; t'j.:;_ .I ::;,.,: DRAWINGS ARE DIMENSIONED FOR GENERAL LAYOUT AND NOT I Diagrams `..:..�..:?e,:LiB�§.,.ti'^';`. :,c",,a�-,.wv„`g(�'a: i�t i 3:1:.s a 33 �I �'•. NECESSARILY DIMENSIONED PER RISC STANDARDS. IT IS THE ga,=a -`; '°' 5` °' - �. ; •hnk�t t� S�ae�L ��`.t r4..`"�y RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE SHOP DRAWINGS Z 1' (4)314'x10' EMBED C " " F 1 18 x 10 x CONT. (2)-*4 x CONT. � � i,� a WITH DETAIL DIMENSIONS PER AISC CODE OF STANDARD PRACTICE. Y 34' (4)3/4"x10' EMBED A 2 4'-0' x 4'-0' x 12' (4)-*5 BARS EA. WAY P 1! - 2_ DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS, X "8" (4)314"x10' EMBED A 3 5'-0' x 5'-0' x 14' (6)- 5 BARS EA. WAY 1 DETAILS, AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE - " SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE W 11/4' (4) 34"X10' EMBED A AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF 4 6 -3 x 6.1-3" x 16 (8)-1 BARS EA. WAY DETAILS ARE ENCOUNTERED, NOTIFY THE ARCHITECT I ENGINEER FOR V 1518" (2)314'x10' EMBED A " THE CLARIFICATION IN A TIMELY MANNER PRIOR TO BID OPENING_ 5 5 0 x 8 0 x 18 l9)-"'I BARS EA. WAY U 1/2' (4)34"x10' EMBED B " 6 9'-6 x 91-6" x 22' (13)-*''i BARS EA. WAY 3 - INDICATES FOOTING COLUMN, 4 BASEPLATE TYPE, SEE SCHEDULE. I 314' (4) 314"x10' EMBED e 7 26'-0' x 18'-0' x 18' ¶' 6 9" O.G. EA. WAY-TOP CENTER ON FRAMES +'8 * 10" o.C. EA. WAY-SOT. f'c = 4000 P5I S 314' (4)314"x10' EMBED D 8 9'-0" x 9'-0' x 20' j�� EA. PACED EA. WAY-SOT REVISIONS 4. I J *5 6 9" D.C. EA. WAY-TOP CENTER ON FRAMES INDICATES STEEL STUDS Base Plate Type: 9 28'-0' x 8'-0" x 18' 01 • 8" o.C. EA. WAY-50T. f'c = 4,000 PS 1 A RE V I S I ON 1 10/10/06 " CENTER S 10 1� -0 x Z -0 x 18 ■ � +�-1 0 12' O.C. EA. WAY-50T. f c 4000 S REVISION I S I ON 2 10/31/00 O 0 � _ MP 5. 15P* - INDICATES BRACED FRAME LOCATION °N `n L _I n 11 341-0 x 8'-0' x 18' �' 9� O.C. EA_ WAY-TOP CENTER ON FRAMES ® REVISION 4 11/28/0 531 +� 4 1 6 10 O.C. EA. WAY-50T. f c = 4,000 PSI L i i C 2« 2«• N Column Schedule ,. C.J. - INDICATES CONTROL JOINT, SEE DETAIL 4/S4.1. I. STEP FOOTING FROM ELEVATION TO ELEVATION AS REQUIRED _ I Col. Size Notes PER DETAIL 5/S4.1. PM: FDA A B A 1-155 "lxTx4 S. PROVIDE A MINIMUM OF 5IX INCHES OF CLEAN, ANGULAR PE: MJP/KEH CRUSHED ROCK UNDER THE CONCRETE SLAB ON GRADE AS 11/2" 3" I1/2" 8 1-155 Tx 1x54, PER GEOTECI-4 REPORT. REFER TO GEOTECH REPORT FOR aN JOB NO:053570 ADDITIONAL INFO. r:(5\ C 1455 6xe,x5ft, DATE: 06.19.06 +� z, D 1-155 4x4x"2 FILE: ■ E 1-455 6x4x3,8 A 0 'ci ---'-i ),Q= ed j . ._ . .=, 61 0 0,, di + \` 3/¢i, 11/2 112" S211 COL. SIZE + I/2" TYP. FIRST FLOOR C D FOUNDATION PLAN MYHRE . 0 0 • 0 4 6 6-i 9 9.7 EI o 105 SF T sytor atrert,Su?e 307 Po,llane4,Oregon 37214 i 503 236 6000 f 50;1236 7600 www.rnyh-egyoun corn I I I -p PRat* I I _ I I _ I I I I 5�? , , AS O D U D U - _ a REQ'D. AS 15,47: TYP. 6 BAR 42 _ ©TYP a © TYP. 6 UJF W12x14 TYP I ' -r - -- _ 0 G U A Z REQ D. � w, A X JOIST 55.4 AI W 42 C U A X C U ®luF BeA>-IS © U ® a Art _ s4.i ( _ i "" tO tYP.to BAR 35 -I ' WSx10 55.4 JOIST 553 TYP. • _ A I _ '' :� ID I J i a viii-- - - - - - -- - `W-_ - _:1 r x%11 -1 - J n T I I I D �' r s r2-31-07 B rillSPac � A 4 _ I _ I A © ©5�-r� JocS�zE N�5 �ZE Aix 4 c U I A x L -J L_---- © I ® Q� 155 COMP I,N1DIGA © I U U ; A p U I SF' AS G X65 / 3\5 GTURER '4Cp UN'O.1 `�`� EQ. , EQ. ■ I I 44 44 m JO45 S IGATE NW 26V Mp,NUF y,G1NG /�� m I I LI 85.4 I s5.4 I U (I x F,051 TE t„ iND p 1NG 5NO 5P T� x 15 AS OM R 6\-\A LO�' TYP C - ©MrHRE GROUP DRAWINGS A ARCHITECTS c -5P (2E 5EE -1 I I 54.2 REa'D. - I 26v; F,G�U P•uN0 ' I TO THESE REPRODUCED E WHRITTENOAPPRO EXCEPT MYHRE GROUP ARCHITECTS AND ARE NOT M .2.3 TYP. 35 rJ4"40 G1NG �R� ON 34 `� Q. EQ. 14 C.J. G.J. TO BE EDUCE GROUP NARCHITECTS. 55.3 51ZE p\A - _ TYP S5.4 ^ X' I1 6. --f 54.2 I F� 1� ��F m • - -I c{1 _ -I cr1 TYP 4 II all V V Y ' �... mi S4.1 � I B.5 T �� xx �. x, ► 1 • Il ol !' - II fI1 ! 'j - - - _ 10 10 2 - - JJ I 55.1 A Y I 0 C4) EQ. SPACES U�114x22 C- I I I J i C---2- " CONC. SLAB-ON-GRADE "____ 00 _ EQ. EQ_ I (3) E . �C 1 W/"3 6 18' O.C. EA. WAY -TYP. -I II t3) EQ- SPACES (4) EQ. SPACES I I ■ , �1 I C.J. I I G.J. 1 AS W1-4x22 ( UJ14x22 (4) SPACES _ _ REQ D. CONSULTING- - - - - 1 �- - - - - - �� - - 1=Q_ Ede_ I l - I - �� -I I - - B.7 - - I I dJ TYP , 1 I �� - - -I� 1' P -- _J -�- J 54.1 ( I I T ET ENGINEERS INC TYP 15 11 BF4 Ai I �� NI W14x22 -I I I T T I 8 552 S3. _ I I BF-( ( I BFI LL- - - - -1 T22 Apt I I I I 13 GRADE BEAM T I II in WSx 10 , I ® r._0 -p s5.1 TYP I I I I 1- mi�- lI?io 31- - - - I W1x31 W2 2 d W24x�o2 10) -► I I ,, - A1z - 4 4 I 1J14x22 (4) Al 1LU14x22 (4) 25'-0, 55.1 TYP Ai I I 55.1 1m 1 I 1 JL 1 © L 54.1)-------j _ - 1 �+D,OREGON 97701 (541)383-1828 FAX: 383-7696 1IIl1dI 1 - - - - - - -T - - - - -� �- - - -_- - 50'-O" 5 I BF , I ,g PF2 ` I 1- • II C(Y I FCE JOB+05-T361 io 53.1 I I I BFS X I S3.1 / I >n 53.1 I I 1 (4) EQ. SPACES (4) EQ. SPACES 83.1 I S I - I ' ,- - , - I J - , C.J_ C.J. It 54.1 Aft � PERMIT C.4 (4) EQ. SPACES C4) EQ. SPACES X55 / 4 I 765 / TYP I ct :: _ - 4� - - - - - - 2r°vGGOMPOSfTE - - - - - 54.1 _ _ _ SUBMITTAL 55.4 I 0�1 r r r^ 'ST 5 5P _ ® JO UJN- �/ R a5 5N O I � r 43 TYP.6 MA,NUF INC1 m `41 `4I `41 F�GTUDER I C 5 I , 55.4 JOIST GED A5 SAO ) BEE LOAD 2 SNAL INO1G ATE I 2 _J BF) \ 5P� TI-P-U - I -J A g s\ZE , I (3) EQ. SPAC S SITE JOt5TS5P'C'IN6 3 -J I -J N G1NG TP. 55.1 II A T I TYP 15 1 VP� 20 -5P G��PE µu., \pi�G,,QI''1 ON 52 '�� UN.O.) C.J. C. I S52 "4 d LL IN11] ' 4W 4 St,4 cYl -4 X m x L11 I I 0 o x T .� ae - EQ_�� EQ. I - Jr) �51M 1 I I D 43 ® II A x r__ -_i -, ........ U i 9 3 I w 54.1 A14---1-� 55.4 Wi8_46 W16x45 I IW21x48 I - -- W16x45 _ ___ U J L U J - �'© _II E@ - I TYP. , i........7_ ( 1=----- 35 I TYP I 4 _ © -----r 1 Z _Li DARTMOUTH SQUARE -i.51M Wax 10 W12x14 W12x14 ® AIX A© OFFICE BUILDING 553 16 1 21'21 CONC_ (ABOVE I ® 16 54.1 54.1 ® 55.2 FLUTES) ON 11" I MY 55.2 t- I COMPOSITE 20 GAGE I I I I METAL DECK RE t'"'- ", 10 A 70-\\ FOOTINGS SHOWN HERE 10 I W/6x6 -W2 1xW2 1 WWF CANOPY© 54.1 54.1 OCCUR AT FIRST LEVEL 54.1 sIM FRAMING SIM (SHEET 52.1) 2 -0 15'-2" 9'-4" 25'-0" TYP. PLAN 11'-0" �'-6' -2 -0 , , I I I , , Jr 2031-0" it 11945 SW 70th AVE. TIGARD, OR 97223 \ SECOND FLOOR FRAMING/FOUNDATION PLAN S2.2 1/8"= 1'-0" Base Plate SFooting Floor Tramm Plan Notes Fundatin Plan Ntes Shedule Lei§ iT ftyl'i p.. .L pi?�'i C a.a7a.::i;, M. Base Plate Base Plate Type t{:::.L..�s::r�ti. .�.:�:�:�: �'�-�_� �ti,::: 1. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. THE 5_ INDICATES DECK SPAN DIRECTION. 1, VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. THE ;---.,u ;:��IIIIIIII'l4.- :: * ,,:ez,.-4: Anchor Bois Notes Size Reinfor ' Notes :' , I> , .}, �:{t,sf - ,.. R:t4411,;`}; DRAWINGS ARE DIMENSIONED FOR GENERAL LAYOUT AND NOT DRAWINGS ARE DIMENSIONED FOR GENERAL LAYOUT AND NOT I Thickness (See Diagrams Below) ( g ,y^ ,,� �,. ,`�`�w ;F..4,.,:,,,.t>_.:I:rr,:.�� NECESSARILY DIMENSIONED PER AISC STANDARDS. IT IS TI-4E NECESSARILY DIMENSIONED PER AISC STANDARDS. IT IS THE " " " _ 4 1' 1 =:`_ .;i' RESPONSIBILITY OF THE CONTRACTOR TO PROVDE SHOP DRAWINGS RESPONSIBILITY OF THE CONTRACTOR TO PROVDE SHOP DRAWINGS Z 1 (4) '4 x10 EMBED G 1 18 x 10 x CONT. (2)-+4 x CONT. WITH DETAIL DIMENSIONS PER AISC CODE OF STANDARD PRACTICE. WITH DETAIL DIMENSIONS PER AISC CODE OF STANDARD PRACTICE. Y 3'4' (4)34"x10' EMBED A 2 41-0' x 4'-0' x 12' (4)-+5 BARS EA. WAY 2. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL 2- DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL _ ■ 6_ STEEL DECK IS 20 GA. W2 VERCO FORMLOCK DECK W/ 4' TOTAL CONSTRUCTION METHODS FOR TI-415 STRUCTURE_ CONNECTIONS, CONSTRUCTION METHODS FOR TI-415 STRUCTURE. CONNECTIONS, X " (4)3i"x101 EMBED A ' DETAILS, AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE NORMAL WEIGHT CONCRETE AND 6x6 W2.1xW2.1 WWF UN.O. ON THE DETAILS, AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE 8 4 3 �✓ 0 x 5 0 x 14 C6)-*5 BARS EA. WAY SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE DRAWINGS. SIMILAR TO TI-105E THAT ARE SPECIFIED SHALL BE ASSUMED ONE W 1114' (4)34"x401 EMBED A 6,'-.31x 1 AND THE SAME_ IF QUESTIONS REGARDING TI-4E APPLICATION OF AND THE SAME. IF QUESTIONS REGARDING TI-4E APPLICATION OF 4 6 -3 x 16 CS)-*6 EARS EA. WAY , DETAILS ARE ENCOUNTERED, NOTIFY THE ARCHITECT / ENGINEER FOR -1. 1 I DETAILS ARE ENCOUNTERED, NOTIFY THE ARCHITECT / ENGINEER FOR V 154" (2)3/4"x101 EMBED A 5 8'-0 x 8'-0' x 18' (9)-*1 BARS EA. WAY THE CLARIFICATION IN A TIMELY MANNER PRIOR TO BID OPENING. THE CLARIFICATION IN A TIMELY MANNER PRIOR TO BID OPENING. �-INDICATES STEEL STUDS U 1/2' (4)34"x10' EMBED B e 9'-6' x 9'-6' x 22' (13)-+1 BARS EA. WAY 3. W21x50 (45) C=3%" S- PROVIDE (2) #5 CORNER EARS IN SLAB AT ALL EDGES FOR - INDICATES FOOTING, COLUMN, 4 BASEPLATE TYPE, SEE REINFORCING CORNERS, AND RE-ENTRANT CORNERS W/904 STD. - SCHEDULE. T 341 (4)3'4"x10' EMBED B 7 26'-0' x 18'-0' x 18' *5 6 9" O.C. EA. WAY-TOP CENTER ON FRAMES £ HOOKS AROUND OPENINGS. - ( +8 10' O.G. EA. WAY-SOT. f'c = 4,000 PSI S 34' (4)3'4'x10' EMBED D S 9I-0' x 9I-0' x 20' (11)-*5 EQ. SPACED A. WAY-TOP INDICATES CAMBER 10)-*'1 EA. SPACED EA. WAY-SOT. REVISIONS 9. - INDICATES BRACED FRAME LOCATION INDICATES STEEL STUDS Base Plate T BF" 4. 1 INDICATES NUMBER OF 53.1 yam' 9 28'-0' x 8'-0' x 18' "✓ '° 9" OC. EA. WAY-TOP CENTER ON FRAMES I *''1 6 8 O.G. EA. WAY-50T. f'c = 4,000 PSI 0 RE V I S I ON 1 10/10/06 STUDS EQUALLY SPACED �n ■ 10 1-1'-0' x -t'-0' x IS" *5 �i 9" O.C. EA. WAY-TOP CENTER ON FRAMES �2 REVISION 2 10/31/Q>ro (TO BE FIELD WELDED) _ �► _ p *'1 �+ 12' O.G. EA. WAY-SOT, f'c = 4,000 PSi MB 5_ ��" - INDICATES BRACED FRAME LOCATION r-+-1 `n +J n 11 34'-m x 8'-0' x 18' '"5 �' 9" O.C. EA. WAY-TOP CENTER ON FRAMES IN ICAT S AM `, REVISION 4 11/28/O�o D E BE SIZE ,, *1 6 10' O.G. EA. WAY-BOT, f'c = 4,000 PSI 10. REFER TO SCHEDULE ON 5/S5.1 FOR ALL BEAM/BEAM 4 BEAM/ 53.1 COLUMN CONNECTIONS. L J " . t N 0' A. CAMBER SHALL BE PROVIDED AS REQUIRED AT MID MEP SPAN OF BEAM 11_ REFER TO SCHEDULE ON 4/65.1 FOR ALL GIRDER//GIRDER 4 GIRDER/ -, © 0 = 2 2 = COLUMN CONNECTIONS. N O' Column Schedule B_ EMBEDDED STUDS ON SEAMS SHALL BE 3/4"0x3" LONG NOTE; A GIRDER SHALL BE REGARDED AS ANY BEAM SUPPORTING 6. C.J. - INDICATES CONTROL JOINT, SEE DETAIL 4/54.1, U NELSON STUDS. EMBEDDED STUDS SHALL BE PROVIDED ONE OR MORE OTHEIR BEAMS (AND OR PURLINS) OR COLUMNS, AS REQUIRED AND EQUALLY SPACED FOR THE ENTIRE TYPICAL U.N.O. �. STEP FOOTING FROM ELEVATION TO ELEVATION AS REQUIRED COI. Size Notes LENGTH OF SEAM UNLESS OTHERWISE NOTED ON EACH PER DETAIL 5/S4.1. ' _ I _ PM: FDA SECTION OF EACH FLOOR BEAM (TYPICAL). S. PROVIDE A MINIMUM OF SIX INCHES OF CLEAN, ANGULAR A B A 1-455 lx1x PE: MJP/KEH 4. ALL OPENINGS IN FLOOR DECK SHALL BE REINFORCED PER FLOOR CRUSHED ROCK UNDER THE CONCRETE SLAB ON GRADE AS 111/2" 3" 1'/2' 5 DECK MANUFACTURER'S RECOMMENDATIONS. PER GEOTECH REPORT. REFER TO GEOTECH REPORT FOR = B 4-455 'ix'ix�, JOB NO:053570 ADDITIONAL INFO. _N s r0 © C 4-455 6,x6x54, DATE: 06.19.06 Flill Q `4 III 1- -1 D 1455 4x4x1'2 FILE: TJ o� 1 + 1 S . . . W a- E 4-455 x4x3i8 AIL MINIM N MA 0 + \c" 34" S2 • L 11/2, 11/2. COL. SIZE SECOND FLOOR + 112' TYP. C D FRAMING/ FOUNDATION PLAN MYHRE • GROUP � a r c h i t e c t s 1 Cij 2.7 (3) 4 E5r, 6 7 8 9 9.7 1d - 106 S2 796000 Street,Suite 307 Portland, www.m Oregon p.com / t 603.236.8000 f 603.236.7800 www.myhregroup.t:om CANOPY FRAMING al PLAN • , OD PRCP&, 1 � ---i- H H + --.1 I I I Ally' ,� -e,o AI AI W12xI4 CANOPY SUPPORT ( ' 2 my TYP CANOPY SUPPORT COLUMN -SEE 1/52.5 1� TYP lb 35 51M == _: F 11 � slrl W12x14 COLUMN -SEE 1/52.5 583 ° �! f my W5x10 65 TYP � W12x14 W12x14 ®TYP TYP WaxIP> ,� L A i - - i m .. 1 766. r til ,t V .,„,-------- -% r 2 5 1* A">4 _ Wlax4& _i_ --1 -Wlax4& WIax46 I W18x46 L qR it W12x1� I�s (B 5M /• 55.4 j I X, n � �,� L - i - - - S .O. (3) EQ. S AG S GQ11 gL- LO � P -1 - - - - 5 -�Y'r'-u �'W12XI4 2 �/(i � 2 J�J.4 I MPOfJI� `OIS PAC11$ WITH REPRODUCED MANNER,EXCEPT }.4001" SF r.) OWN 5� a 34 I I Ili- / SI�� Dlf TYP 5 .4 I -a' I 1 EQ. EQ. �� I 315 1�5 G•T J 15 TYP OF MYHRE GROUP ARCHITECTS. I --, X_ 26 vG 1 53.2 WI 4).5 - - - ,- -1 x� x - - pØiW14x224) ct,1 x 1p 1 . . 3 ( 1 C. . I I ; TYP TYP r EQ. EQ. (4) EC2. SPACES -d ._- BFS 14x22 J015T TYP I I 11 C 4)�I� s53:;: 4, ® I EQ_ : -i Q_ ; I s (4) EQ_ SPACES ELICH (3) EQ. SPACES - (4) EQ. SPACES I ♦ I t" ME, 553 I " CONSULTING } - _- 14x22__ __ t_`1J14x22 WI4x22 - - WI4x22 WI4x22 n WI4x22 W14x221( I W14x 2 i WI4x22 1 t - - - _ -WI4<22 - - - -- ---- --- - - _ - - - .�._ - - C 4) Q. SAG€ - .: ._. -m (3) (3) (3) 1 - - (3) C3)- = -C3) =-F3) ; (4) --- - ,' 31 E3F4I Sl I I EQ. EQ. 0I EQ. I WI4x22 (S) I I I _ ct - - -- - - - - 55.4 53.1 vv WI4x22 1 WI4x22 (4) =t BF-1 F F-1 1 - - - - - I I X - I I .t 1 W14x2 rr - - -IF 1 _ I f 1 I I 34 I 12 i ' I a, illk WSx IO `�I TYP , -- /A �1 1 1 Ill, 12 i © 1 m 53.1 53.1 1 (4) A wax 10 6969 SowcoN.W. HAMPTON S�ow-. ii,l_. -1 s5 I 55.1 I j� I ( I I \. - - _I---- TI�Af� 7223 I - c I r- _ _� c-1 I (503)624-7005 FAX 624-9770 UJ1(ox31 l WIBx31 1! W24xro' 1 1 W24x62 10) L- - - 1 .. �` - - - -- �.a - - - . Wl&x31 WT4x22- C- r1 _-I WI4x22 (41 1 I WI4x22 (4) 4 TYP TYP I 4 L_ 145 NW N(f.wASINGTON DR SUITE 204 1 \ I AI Ic 25'-0' c, MY ® ( 55.1 TYP L A MY I I 5Q) -�° I ,t1EGON 97701 - - -- - - z - -- -- , - - �- -�_ -� - - - - - - - - - - - - - - - - - - - - - - ' -_ - - (541)383-1828 FAX: 383-76% - - - - - - - - -- - _ � -- -- - - - - >9 ,- F2 + � F2 - -1 (3) EQ. SPACES r--- I _� c _ 53.1 r- - -_� 1 B1=lo 43 J080054361 477 m /�l 53.1 ) T t 53.1 � ' ,' I ► (4) EQ. SPACES (4) EQ. SPACES 53.1 55.4 AS S}4OW _.vs -e e e TYP v D 1 34 JOI5T - J(,I�J i Cj 5P�'G� G. YP I 55.3 ( -� (4) EQ. SPACES �� 051Ti - s EQ. E PERMIT �''�� GOt-'IP C.4 (4) EQ. SPACES (4) EQ. SPACES 1 _ --� 65 31� D G T - _..- w -_ _- _ ______ _ - _ - - SUBMITTAL- _ - .. 40 m • - <t kk I 55.4 cv E r r ? X \ (- c., P�O�/IDE 410 - _l I JOIST S�'pG D D CA 52.3 X x x- x x co I L_ 8F 51T� JQ15T5 I AG 'AM ON `4 cfl cp '� 3 �- (3) EQ. SPAG� S VG _5P CO. AI✓TUR E LQADINC� D 2 SP Ac -c1 �'S C4) EQ. SPACES �OlSTr� G.T I ♦ 15 TYP.Al w 2� . G�(Tlf' 1a ®'� 44 _se GQ �►Q E c.. l� 5 p LQADIN 53.2 TYP Izav.GIN VC , �u v N �� SPA,GIN - RAC ON 52,3 Q '- x! I X 51z fl A I x1 x -j MS) \4 E .- EQ. AI Ali -8 40. 15 TYP. 55.2 WIax46 WISx46 W21x48 W1ax46 WISx4�o may, WISx46 _ .w� I W2Ix48 ►� _ 7-1 .� - i.-1 - - I- I - -- - - - -_._ - _ 1- -) _ - W21x48, --, r____T SIM el W12x14 W12x14 TYP DARTMOUTH SQUARE N iir2 �TYP � �TYP 6VC 165 / 315 / 155 WaxIO 4' GONG. (ABOVE W12x14 W12x14 OFFICE BUILDING AI COMPOSITE JOISTS 16 Ai FLUTES) ON P ! " t1,:,I� Imp SPACED AS SNOUJN.NW Y COMPOSITE 20 GAGE MIF 55.2 55.2 MANUFACTURER METAL DECK- REINF. I I I I I SHALL INDICATE 1-1W5 W/6xh -W2.JxW2.l W_W.F. SIZE 4 SPACING !2\ I I (TYP. U.N.D.) 1 M i � 2 -0 1 15'-2" 9'-4" 25'-0" TYP. 1`1'-0" -1#-6' E-2 -0 411, 41► 2>a3 -0 . 11945 SW 70th AVE. TIGARD, OR 97223 1 THIRD FLOOR FRAMING PLAN x ,#� r ,, u # p k 52.3 1/8"= 1-0" , t 1,� , r, A �'S �i 14r 5 4 y&, 1 "3Y t �� fa`k � •'k,,¢ `hr� t $ v�rr'Y#. � D t�``S ' WW1 3 . I _ i , } .. r 1 I Plan Notes Floor Framing � } E _. ,E - I. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. THE 5. -, ,.- INDICATES DECK SPAN DIRECTION. ' (-1) 1. DRAWINGS ARE DIMENSIONED FOR GENERAL LAYOUT AND NOT i I NECESSARILY DIMENSIONED PER AISC STANDARDS. IT IS THE • RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE SHOP DRAWINGS WITH DETAIL DIMENSIONS PER A150 CODE OF STANDARD PRACTICE. T-0' 41, 2. DETAILS ON THESE FLANS ARE INTENDED TO DEPICT THE GENERAL 6 STEEL DECK IS 20 GA, W2 VERGO FORMLOCK DECK W/ 4" TOTAL CONSTRUCTION METHODS FOR THIS STRUCTURE_ CONNECTIONS, NORMAL WEIGHT CONCRETE AND 6x�o W2.1xW2.1 WILF U.N.O. ON THE DETAILS, AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE DRAWINGS. SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE REVISIONS AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF A I. _ =s DETAILS ARE ENCOUNTERED, NOTIFY THE ARCHITECT / ENGINEER FOR -I• RYISION 1 10/10/Oro �� COMPOSITE ADDIT. LL = 315 PLF THE CLARIFICATION IN A TIMELY MANNER PRIOR TO BID OPENING. INDIGATES STEEL STUDS /!� a►��►��y��y��w y��w,��,��°��°��►�� A. REVI w'I O1\I 2 10/31/06, �i�� iAti. �•►��►I� I*&I$ �,►��il►�►�,�i�i ��i•L��A COMPOSITE LL = 315 PLF t..116 ` �`►`��"►`�`��`� 3. W21x50 (45) C=3/4" 8. PROVIDE IN "5 CORNER BARS - SLAB AT ALL EDGES FOR - COMPOSITE DL = 155 PLF - REINFORCING CORNERS, AND RE-ENTRANT CORNERS W/904) STD. � HOOKS AROUND OPENINGS. FOr �iI il . � CONSTRUCTION LL = 15 PLF INDICATES CAMBER NON-COMPOSITE DL = 295 PLF 9. r3F* - INDICATES BRACED FRAME LOCATION INDICATES NUMBER OF 53.1 STUDS EQUALLY SPACED ""~---.----,,,, ------------- \/\/\/\/\/\/\/I (TO BE FIELD WELDED) _ - PM: FDA INDICATES BEAM SIZE 10. REFER TO SCHEDULE ON 5/55.1 FOR ALL BEAM/BEAM 4 BEAM/ COLUMN CONNECTIONS_ PE: MJP/KEN - A_ CAMBER SHALL BE PROVIDED AS REQUIRED AT MID SPAN PER PLAN SPAN OF BEAM II_ REFER TO 6CI-1EDULE ON 4/55.1 FOR ALL GIRDER/GIRDER 4 GIRDER/ JOB NO:053570 � COLUMN CONNECTIONS. A B- EMBEDDED STUDS ON BEAMS SHALL BE 3%' x.3" LONG NOTES A GIRDER SHALL BE REGARDED AS ANY SEAM SUPPORTING DATE: 06.19.06 NELSON STUDS. EMBEDDED STUDS SHALL BE PROVIDED ONE OR MORE OTHEIR BEAMS (AND OR EuRLiNS) OR COLUMNS, AS REQUIRED AND EQUALLY SPACED FOR THE ENTIRE TYPICAL U.N.O. FILE: 2 a vC SF OPEN WEE3 JOIST LOADING DIAGRAM LENGTH OF BEAM UNLESS OTHERWISE NOTED ON EACH -- -- - - -- SECTION OF EACH FLOOR BEAM (TYPICAL). 1 4- ALL OPENINGS IN FLOOR DECK SHALL BE REINFORCED PER FLOOR DECK MANUFACTURER'S RECOMMENDATIONS. S2 . 3 .. THIRD FLOOR FRAMING PLAN MYHRE - GROUP a r c h i t e c t s 0 2 J . / 3 6 8 9 9.7 V 106 se Taylor Streak,Suite 307 Portland.Oregon 87214 t 503.236 6000 f 603.236.7600 www.myhregroup.00m 4 I , I I i I I I I I I I I .g oat 7, 2 glik 18 AS AM l yr TYP 511"f 51M TYP _ W12x14 W12x14 "'■"' W12xi4Ot�1 WSxim W12x14 W12x14 T'7"P W12x14 W12x14 Tl'P WSX10 �"=,., ,�+ � N.illy Q A JjjwkX3I r � qR2 DE�� Wl�ox31 _ W10x31 WI(ox3(a C=1/2 �O WI�ox31 �._._ Wi&x31 �_ A S.-- --- - AIIEIIIIIIIIIIIIIIII III 60 PS- CDRO--ED) I Wi"lxl4 , •F OPPE��) - 11 ---- ► L `� EQ_ EQ_ L EXP#RES 12-,31-07 I B (L I a___ r ,4 , .9 Aid I.._ t� I cn 20 I TYP 0 MYHRE GROUP ARCHITECTS �C` I N 14'-�,, cv '1- 4 N - - - — __ - — __- _—_ _— -_ _ ___ c X THESE DRAWINGS ARE THE PROPERTY OF X X (3) EQ S AC S MYHRE GROUP ARCHITECTS AND ARE NOT _� - - - I- - - - - n — — �_ TO BE REPRODUCED IN ANY MANNER,EXCEPT W12X14 ..n �.. I E3 (4) E . SPACES '9 WITH THE PRIOR WRITTEN APPROVAL II III OF MYHRE GROUP ARCHITECTS. EQ. EQ. I �„ N x - I j -,7\-I� X I I �r - : - � �� x xl x I !el �0� A irl;•"f `rl - - - - - - - - - - -- - - - it - - - S? Sl �Q H © cv c, �l +S? `9 S? �Q Nt 1}1CIE 3- v v� W14x22 ( I I I ( _ yX br b ti I I W14x22 a aL N N N \f N ev N eV N N Pr/ I r✓ cv N N cv CV �� PC 3 a t I E -1 I I = � i-I EQ_ EQ. C4) EQ. SPACES I/ L I I I �F5 (4) EQ. SPACES R ELICH r o EQ_ EQ"I 1 II CONSULTING OiT, %- -- - - EQ_ S-* ES- - - - - (4)--Ea SPACES --- - - - BF4 , ( L- W12x14 - -- - - - 1% €Q. -- - --- _ -- - _ - _ s:_ 11�12xL4=0--- - - -ls 14 3' - -- - 1 i upjjaáIiI__.- EQ. W22 I hj4X22 I r m WSx10 WSXIO TYP I T7P I MP �- -- I ss ac.� I^ .c 14x22 W122 I (t - WISx40 I- W1Sx40 ,ij -- - ' u sAMMO - . .,� - _; - - - - - - - - -, sc�'�� E/! r �.ic�i .i!"�'-'r-"„may a ::_ .,�■•, a C m r- & ® W1Sx4 d) 145 M M t WASNNGTON DR SUITE 704 AIM WV� © ( -� �siM 2'✓-'-0" d A I I _ " �D,OREGON 97701 T� 5IM 50 0 I (541)383-1828 FAX 383-7696 4x2. 14x. ROOF TOP UNIT UJ/ CONC. z_ __ - I 14x.0 _ _ - __- — _-- - - - - - - -- - - - _ =- - - - _ _ - - - - - E3F2 ,� I I `p - -11 E3F3 CURB 4 PAD PER MECH_ - I I BF7o N FCE J0130 05-T36,1 �, = -- -- DRAWINGS (NOT BY F.C_E.) -- - --� c_.1 N r ICI x x In 53.1 / ►n N 1 ill W d- I I (4) SPACES (4) Q. SPACES (4) EQ_ SPACES EQ. EQ. 4 EQ_ SP CES E ..0 PS I I 1 4x. — 20 e' I �,► PERMIT C.4 01� (4) EQ. SPACES (4) Ea. SPACES (4) EQ. SPACES (3) EQ. SPACS__ N SUBMITTAL Nt 'w - N -.. -("S- CV-- — - —N —CV -- CV — _. -- — -- - N, — N —CV N - _ - -N N CV- .__(V - -._ .- N - CNCP N -" S CV w (94-------' (N.,44, _ X X' X X � v- I L_ �t �9 �4 �4 (a PS (3) EQ. SPAC;_5 P1173111 ( 1 20 MP ' TYP cv N sr. NI 95.2 ,_d 141-0" N X 1i. ■ m N ,� ! N 1 El D 1 X, EQ. EQ. I `sI �4 D I- I- WI x3l _ 1 i _ _'� " W16x31 `,` Wlr x31 WI�x31 A �- -- --- - - - -- - - - - - - - -- _ W x31 u W�x3� C 2 u g a - - - I - - WISx35 „F ! (DROF PED) I, WiSx35 C anti t DARTMOUTH SQUARE "~' 12"-20 GAGE ,P W12x14 W12x14 TT"P 19 n WSx10 W12x14- W12x14 18:. OFFICE BUILDING TYP METAL DECK, 18 g TYP TYP 552 SEE PLAN NOTE Mr 11 I I I I I I I I I 2 -0 15'-2" 9'-4" 25'-0" TYP. I7'-0" `1'-h" 2 -0" ! I 1 ! e it 203'-0" it 11945 SW 70th AVE. TIGARD, OR 97223 Ai ROOF FRAMING PLAN — n ,d rn# t a i�sY524 1/g n= 11-0" x : 1f , t ,, e rig.- i. 44 ite,' ��i as 1 I 1 Roof Framing Plan Notes a i I. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. THE 4. ,,.- INDICATES DECK SPAN DIRECTION. ;. , � DRAWINGS ARE DIMENSIONED FOR GENERAL LAYOUT AND NOT i _ NECESSARILY DIMENSIONED PER AISC STANDARDS. IT IS THE 5. STEEL DECK 15 20 GA. 11/2" HSB VERCO METAL DECK. RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE SHOP DRAWINGS U` WITH DETAIL DIMENSIONS PER AISC CODE OF STANDARD PRACTICE. INDICATES BRICK VENEER 2. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL &- v ../Xei CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS, INDICATES STEEL STUDS DETAILS, AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE REVISIONS SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF 1- BF" - INDICATES BRACED FRAME LOCATION DETAILS ARE ENCOUNTERED, NOTIFY THE ARCHITECT / ENGINEER FOR 53-I A REvISION 1 10/10/06 THE CLARIFICATION IN A TIMELY MANNER PRIOR TO BID OPENING. A, fp.E viSION 2 10/31/00 3_ W21x50 45) C=3/4' A S. REFER TO SCHEDULE ON 5/S5.1 FOR ALL BEAM/BEAM 4 BEAM/ I COLUMN CONNECTIONS_ INDICATES CAMBER 9. REFER TO SCHEDULE ON 4/55.1 FOR ALL GIRDER/GIRDER 4 GIRDER/ COLUMN CONNECTIONS. NOTE: A GIRDER SHALL BE REGARDED AS ANY BEAM SUPPORTING INDICATES NUMBER OF ONE OR MORE OTHEIR BEAMS (AND OR PURLINS) OR COLUMNS, STUDS EQUALLY SPACED TYPICAL U.N.O. (TO BE FIELD WELDED) PM: FDA INDICATES BEAM SIZE PE: MJP/KEH A. CAMBER SHALL BE PROVIDED AS REQUIRED AT MID SPAN OF BEAM JOB Na 053570 s. EMBEDDED STUDS ON BEAMS SHALL BE 3/4"�x3" LONG DATE: 06.19.06 NELSON STUDS_ EMBEDDED STUDS SHALL BE PROVIDED AS REQUIRED AND EQUALLY SPACED FOR THE ENTIRE FILE: LENGTH OF BEAM UNLESS OTHERWISE NOTED ON EACH SECTION OF EACH FLOOR SEAM (TYPICAL). 4 S 2 1 ______ ■ ROOF FRAMING PLAN — -- _ — _ _____ _ —-- —------- - __ __. _ _ ___ ____ MYHRE . GROUP fi r chitects 10$SE Taylor Street:Suite 307 Portland,Oregon 97214 t 503,236.5-000 I 503.236.7500 www.rnyhregroup.axon 4 0 i 6 I i..,/„j' 0 8 1 4. so PRok 4 • eal - "0 4? CC illi*- - ---..• ti / 4111001111111111, / , ,fiji! •-,' •• _....... ....... I 1, 25 IP 04. 41/4. Deo 26 Alik OPP Aft AI AI OPP HAND 26 AM I EXPRES 12-31-07 al MP VW WAND Icy lap IIMEY Mr MY ‘ZIF I-1562x2x1/4 TYP. 11/2" 20 CAGE I / -.. Cl2x20.1 -.... Cl2x20.1 METAL DECK 0 MYHRE GROUP ARCHITECTS ■Ns. • ...... k 1/ THESE DRAWINGS ARE THE PROPERTY OF I l , i_ c.,. I I I I I I I I 7 R115 IBIEAM 1 I I I I 1 I r MYHRE GROUP ARCHITECTS AND ARE NOT 21 1-1554x2x1/4171-P. I I I TO BE REPRODUCED IN ANY MANNER,EXCEPT I I T___, 65.3 I (?,<i I I I 4/1 AL I e GUTTER' 1-, 1-. 1-165G5u4TxT2E1/41TYP. x I WITH MYHRE PRIORGRouWpRITTENA APPROVAL ,---. 0 1 1 1 i 8 1 0 A 1 . . i ,.. ____ x 0 0 (--. A All■ 6-11 I —OM 1111■■ I ■I1 OM I lall■MO IIII■ / 4•11■MO 11111111111•11 , ..„.._ 6 28 adhill I .. ...•OM•I I I IM■11111111■41110 1■■•• I 4111■4Mo I MIMMIN■OM■••■•• 111111111■11111111. al A lay „„, [.. (( 28 0 lila ... ilk _ I I I L._ __(..........1, 1 21 65.3 Mr 54x2x1/4 riff'. 1 I It e GUTTER F ' 22 FROELICH ■1111•1■11 OM A lir ilk ------N. I I MNIMMI■111* gal 111 1---- 652 BENT E PER PIN 11•111■IN. ■■ 1 L 111 0 1---- -J Ill ___L_ , DETAIL — — I-45512x&x1/4 T- — 7 A --NY— illik VW • \---E3ENT E PER DETAIL VW I -F-- - - - - - - I , . CONSULTING ' EH L.. Ei _J 1-15512x6x1/4 0 ENGINEERs IN T — 7 [BENT 9--- Mr DETAIL I II :,1 II BENT fE PER ;L _ _Ii• .,„ • I 17 - me 2. I : 1_ _ DETAIL am L .. _I; Ea ',I_ 04 ' ([3 ( :I Ni \,..../ / I 11 F3ENT FE PER DETAIL 22 6969 S.W. HAMPTON STREET SIM 22 653 22 SIM TIGARD,OREGON 97223 65.2 (503)624-7(X)5 FAX: 624-9770 652 745 MY ME WASFIGTON DR ME 204 . NORTH CANOPY FRAMING PLAN 1 ., IBC,OREGON 97701 (541)383-1828 FAX: 383-7696 S2.5 , 1/4"= 1'-0" FE JO S*054361 PERMIT SUBMITTAL 14 0 6 7 A rek Ask 51M VW VP 1 I i\iT, ,7: D ..1564x2x1/4 TYP an 1_ , [ i 4. r -1; e GUTTER 1 1 1 [ h li 1 '<-"-- - I-15612x&x1/4 I BENT TE FER DETAIL f_C-.] L._ di 36 P-1 r_.1 1 I 7 BENT FE PER DETAIL ., ., P 41 ; d I— im 1—.— I I ,_-_11 Mr 1_____ _I I____ ___I . ....."17 ............ ■simarimeis.... ... 1 I I •(.:, polim Immi ii. OM ON111111■11111111111111111. .......... I Aga E 7 C12x20.1 PER -11-- . L ME.Maiiii-dii-aliMINW,ND 411.1.1WViiiiiiiiiiiii511M Milo ailli■illilil diliiiiiiiirliiiilillillil, 1 A...T(I x I cA--, tlir DARTMOUTH SQUARE 28 IMF (if ( \ ok • x 1 cl -6 --1—, — DETAIL ...) C12x20.1 " -6 i i 61 ! N.,... , ........ OFFICE BUILDING IF i - Cl2x20.1 - ...... 2 1-4664x2x1/4 riF, I-ISS2x2x1/4 TYIP. AM 30 653 1-1 AI 1 Mk 6 GUTTER RIB BEAM Var 653 6, OPP 411.1 qif VP AI ,4NID lior 21 11/2 20 GAGE IZZY S2 METAL DECK TYP. 11945 SW 70th AVE. TIGARD, OR 97223 IIIMME111:!II:iiiiiiiiiiiiiiinialfillift 101111EASERpoti 110;01101116.4.ZZEVF b: 4101*-"ItigaSSIZO':,ii!iitaintti littOWEASZTOBITIPO .„,,,t:74.,*,... :.,:::, '--•:' v.--wk;604-01.-: - -.- pi tA0flefflic 2 SOUTH CANOPY FRAMING PLAN ' ,.,. ... .. . S2.5 / 1/4"= V-On ,.- ,, ...._:.,,....._....,.....4„,_,..!..„,..4....,:.,.. ..„,.,..,.:. ----,----,:--, - -11--------1-- ::--,,,'•11 ----:-- -::. .i REVISIONS A !REVISION 1 10/10/0& PM: FDA PE: MJP/KEH JOB NO:053570 DATE: 06.19.06 FILE: S2 • 5 CANOPY PARTIAL FRAMING PLANS MYHRE • GROUP architects 106 SE Taylor Street.Suite 307 Portland,Oregon 87214 t 603.236 6000 t 603.236.7600 www.myhragroup.corn I OkeD P Ft C%044 i 157 21 111Pr V,-, es 4 Ali 4 ''''*------ -° /' di' 25 1•4\ * ,, A MP 50_1 VP -*a DEtak v- I EXPRES 12-31-07 4 4 4 Ali 4 4 Ali 4 -. , t j ...... WIi3x35 / .%'t / 1 1 j I \ s..... ROOFosi 50.1 ISPI TYP. lair Mr P' IMF 50.1 NW . (0 MYHRE GROUP ARCHITECTS "' O "-k- THESE DRAWINGS ARE THE PROPERTY OF W 1%'X•45 I ROOF s'l WI0x35 / '''‘ I 1 ROOFis .---, % WISx4-0 / ssk I-- 1 ROOF Ai, 10 MYHRE GROUP ARCHITECTS AND ARE NOT 1 I 1 / t j t j t I 1 j t t 1 7 + + TO BE REPRODUCED IN ANY MANNER.EXCEPT •..,.. ,..,.... '....... s.., W € WITH THE PRIOR WRITTEN APPROVAL CO +,9 1111k OF MYHRE GROUP ARCHITECTS. MI co 4- Ali ,. i: , k9 50.1 50.1 50.1 -C + (.9 3/4 (S .0 (S' (0 0-- + -,c -/- i Ani ,„, , 4 4 k co + - t ) Wlax35 / NI l \ ( ) 3RD FLOOR • 1M -„,-P_ Ali W (0 (0 4- 4 S- .),-, (i--_ 41111111 (0 (0 -i-, All AIL ,P AI is?, ........ ....,,... ,,---,, 50.1 50.1 5 ).1 -.7- 50.1 50.1 50.1 50.1 Mr -6_,- FROELICH , ,INII n ra 2 III 111 , (9 - ...." 1111. W.:.'x 5 1111111 3RD FLOOR W1E3x35 / ' t 1 3RD FLOOR A\ 1 W2 4x‘:;43 / NI 1 3RD FLOOR if, ....... x WI- 6 x t 1 \ .. 1 / / / 94,P t j t t 1 7 I- ktik- + r ...,... ...... \ ...... 6° x CONSULTING fo All" 4) ca .... AI .,. to t) 2 50.1 a 50.1 Ti: 50.1 ENGINEERS INC . . _ ..). . , , „ -cts,- _. ....* + ,69 .0 . x 3( 0 x x x x (0 6 x t- tS' -1-- -i-- r- i- W IS' r- r- (0 4 I 4 _. x x -k- -7,- ko x x co -1-si - r- W r- (0 1, W1E3x35 / -*%1 ' 1\ N 2ND FLOOR (f) (I) 4 ,,,, 1-(1-; , alk (Dr6--)x ,g) ,ok- Aik './-,, ,i7., all, Aigh ,f). 4, , .# t j t / 1 / 6969 SW. HAMPTON STREET (1) (0 -F..? ko ..- ..- TIGARD,OREGON 97Z/3 -I Z TYP- 50.1 a 4- 50.1 c'' I 50.1 50_1 - 50.1 i(l)4; wall (503)624-7005 FAX 624-9770 Al Pill El , L El 2 - FLOOR + MI W X.45 /1 i 2ND FLOOR 01.1) .... W1x35 / ." -I' % 1ND FLOOR 1 W24x0E3 I -*".% 1 2ND oie I 745 NW MT.WASIG1111 DR SLUE 2A4 t / t / l / / / t j t t / (04- BBC,OREGON 97701 ..., ..., ....... ,,,..... S c0 -,,?` ,i cS,. c 1541 383-1828 FAX 383-7696 SIM. 5IM_ -S.,- 60.1 56..I FCE J08 05-T361 41° Is-) C -.)Iq) + (9 (9 ts> alvo (9 (0 s W -k- 0 + + .3/4- -s, W s (0 s 4 co +,9 ke, .3/4- -i- co ........4_,J (0 )(,, '3 a cow -/- i=i a ,s?, . u) TY.P. (0 ._? SIM_ 14 it-i--- -- ... ) 13 - - °- 50.1 50.1 50.1 Mr SIM. 54.2 .. , " la'-6" f 54.2 SIM. PERMIT iii is D -4.----- , •• 4 .0 I 2 2 SUBMITTAL •'"7k, •• A ' •° I 4 ... a •.. .A , . 4, / - 1 . - ., 1 °-• , -., A • • . , ,! . / • - ° .a I I : A '' . 'A 4 ''' ' A ' l'A ' AT .t I 4. 1 4... , . . . . .., . . .. W • 4" 15'-6" 25`-0" ° 4° 4 - •. . W A A 4 1 _ A A A A ey A L ' 1 A NOTE: NOTE: NOTE: NOTE: itFil SEE E3/53.1 FO iR DIAGRAMETIC LOCATIONS OF PROTECTED ZONES 1713F-1\ SEE / 3.1 FO DIAGRAMETIC LOCATIONS OF PROTECTED ZONES F2 SEE f3/63.1 FOR DIAGRAMETIC LOCATIONS OF PROTECTED ZONES :F3 SEE E3/53.1 FOR DIAGRAMETIC LOCATIONS OF PROTECTED ZONES \1 1 SC•L - l/;'= I-01 1,/ 5c.1.-- 1/8.= 1-0' S31 SC ',L.-- 1/8.'m I-0' S3.1 SC...1- vs'. '-0' 0 - DARTMOUTH SQUARE OFFICE BUILDING 11945 SW 70th AVE. ,,!:'.'.,f_ 1:';-`:::i''4,,-:?:: ::Ltf:t,'Tli_ti tRooFs ,, --11"-- ,_:4/R_Dt.,::1911:211271,AltiVi , 44;:,1Z:="''''tWit.?1'Ii io,-, -041: ggo rthcr "otave4-pv ;,, 4 AI 4 4 6 4 6 4 4 4 4 W.*1-4111:104N:0 _ , 0 4-f atita.K,1 Typ, . 5 ;?.1 mom= TIP. NOP 50.1 Mir P' 60.1 66_1 VP Nair VIP/ 4,„".A.' ''''k.*-• , 60.1 -40 •;\\,/, ,.,,,, -.., /-- 1 ......,. --, , --.4. -- .- -----.-4 1 ,, , Wlex35 / NI fROOFosit % WIE3x40 / 1 1 - 1 WIE3x40 I 1 I 1 ROOFoie I W%.x-N5 / 1 ' ''-i ' f 1 / /t / 1 1 / t t 1 t l / t / 1 / 1 / .,... \ ••••, ,..„. „.• .....• .., ,..., ..., Cg. .•••.. . ...- ( . , . 6 SIM - -XI) , 4 ° - (.9 'S/- "5/ 4,4) o /.. ,,,,,- -, ..>1,6 (9 ,,?1,t) 6 k 0.' 101 'S. to_i -A' + k3 t3 601 CONDITION W 6 6 ' tO -I- -I-c -i- _____ -1- N- -s, AIL .4,co`") AI 1, Ali MI / i +...„ -,-.--,, \?,,cj°w 6 --F.., 4,. Alk TYP. glik W (0(0 4 Z s --/- kp o,.., .. /11111 1 I 6 Ni(:Ne,si.„)T:NOTE \1(1) 50_1 60.1 50.1 50_1 50..11 50_1 60.1 60.1 50_1 50_1 1 4 4 \,, 0 3 gm 3 al - .. I /-. / - ,k.,Nie .. '''''''' REVISIONS --- .,-. ...... / % Ill W24x( S ........ 3RD FL OOR W%x 5 i` 3RD FLOORAbh t Wlex35 / /\ 1 3RD FLOOR$1 1 W24x6E3 / 1 / % - 1 1 '7 -- - ,. -;-,..4, ..,. iS -- Ls, REVISION I 10/10/06 t / t / I / t 1 t I 1 t i T.,,~ ...- ..... ..... ....... ... ,...- .... fgAgiet:,4P - ... . 7,,,trd , *Iliiiiik ‹s. \ ._..- cs. \ ,, A REVISION 2 10/31/0& T; x x II< x . e-x x -S, r- a r- 'IV° (.9 'c''' _-_, ff)\'' IS' ,. •• kr) (.9 ci) kt) .0 'S7 0 , k.9 (t) 6) SIM to tol- s, to to + s 6' 6) 66_i 6s cl) x t..S' x -i- -I- a a 49 s a s a i- q) , 56.1 CONDITION a ko s +. +€. ts. x -" )( X C•9 -1.-, (0 (0-FW+ -I-,i 10 a co ,,,, ‹,, io io co 6'. lo 50.1 50_1 \?-c° M I RRORED a 4-- t9, a 50.1 50.1 50.1 56.1 ----1/L- . al 4 4 \ 3,..\..... _......3 ---3- -1. I-- a / 2ND FLOOR - 4111111M - ( V--' - -- - -- . r-- PM: FDA 14 ''' A, , IL 4 I ' (...: I'. ' '' L • 1 ' Al ,o•Aow 'A.....° -- A. ' 4" PE: MJP/KEH - " 4 I.2 11 MISCELLANEOUS ATTACi-IM D ENTS OF ANY KIN.. OR SIZE (MECH., ELEC., PLUMSING, CLADDING, JOB NO:053570 54.1 60.1 14 - • 4 ° A 13 14 - 4 • ETC...) IS NOT PERMITTED IN THE PROTECTED .. , . . ZONES. DATE: 06.19.06 54-.2 -.. . . 542 54.2 .., • . ' 4. . , - - • • FILE: - , 4" . • "1411"04 4 INDICATES PROTECTED ZONES . .' i,91" 3 - IS'-6" 25'-0" 25`-0" - o e - ' ° I L-LI i ' . ''' A A A S3 . 1 NOTEI NOTE: NOTE: FRO-ECTED ZONE SEE E3/53.1 FOR DIAGRAMETIC LOCATIONS OF PROTECTED ZONES (6--. SEE 8/53.1 FOR DIAGRAMETIC LOCATIONS OF PROTECTED ZONES :F6 SEE E3/53_1 FOR DIAGRAMETIC LOCATIONS OF PROTECTED ZONES C9 BRACED sc,L.-- 1/8*. 1-0' S3.1 sc 1.--- I/E3'. 1-0' Sal SC'L-- 1/al= t-0' SCALE: 1/4".P-0" S31 FRAME ELEVATIONS &Iv - 6 40 6 ... - 6 05-T36.1 a„ I ,,,, 2 m YIN RiE...4,_.. : R 0 LI P architects ... 105 SE Taylor Street Suite 307 Portland,Oregon 97214 t 503236.6000 f 503.236.7500 www.rnyhregroup.00rn • 0 0 4 0 & 0 0 dcoto- P RS7 I 9 10 ... :3 0401/4* .0 e I 553 c I , , , . : „....„..„, 10 , Of , T F , . TYF VP . 652 . w3v. ., e• ,. . - ' -- ; ... .„. ..,. ....„..,. .. . .. . _..,......„.... ._....., .....__.._...„...,„..,_ . .,.... _ . - , ,-, f . , + ± I EXPFIES 12-31-07 A 1 T I I . , . . , 1p 1 i ........ f ! , I ..„..........„....,_,......._...........,.,...„....„..„, USE (7 ØØT 1Sø- 4 0-54 TRACK 4: :' :: ;.: ,: ., .. : , , • :) : :, , , ,, , ',.'.. ;',,,I I 1 i ,:',:: •• „ :, ,, .. :,• , .. ':: I: ,, I: li!' I, I; i:! ,„, 0 MYHRE GROUP ARCHITECTS BOTTOM OF WINDOWS cr-r-F.) i " " ; il , , , ,,, „ . ,,,,, i „ ,, ' .., :: I: ,, „ „: , ,, - , . .• . .. • ,. ,,, .,,,,: ., ,,. :; .. ,,, ,. „ „, :‘, il . , , : . , i, i :, , : , ;; 33 i,,,,-.-- :.... =: ...y .., ,, , :, ,, ,, '''-": —"*.';';'''''''''''''''''' ,,, ., THESE DRAWINGS ARE 'THE PROPERTY OF : ,•; :,. . 0 ,. GROUP cAfEriNTEACZANANNDERATxcrj. ,,: to :!; 0 . I' ,. ., 0 :,!'• _:, i , '' I • 1 ; i ,, ,: :I I . . . , , . :: '' , r: ,• , • - i,!, MTOYHBERE II , , , „ , :: , . , TIP " - WITH THE PRIOR WRITTEN APPROVAL 1 1 : :, 553 TIF 1 OF MYHRE GROUP ARCHITECTS. , ; 1 55.2 , .. , . . ,. .. pi o 552 . . .. . ., .: .. 4, . .,.., •, •• .. .. 4, , , • 4: ,J . .. , • ', 1 . 8 , ,, .. .... , ,..; . : . ,,,.. ' .' 'fi. 1 I ', ,,,L. ... ,,,,,,.., --- ., •• ' :..,.,.....- ..f. .•••-.. ....• -..:. ' ' , '..• . .:,-•:, , . •::....,'.••• : „ „ ...,,. 1 : ,........„.-.-. . -„..--„.......- •...-. .--..---.,-. ......-...- . . ' ', ., ' 1 ! 1 i ', ' . : I ; , . ± : . f i : i....... . i i 1 : ' ' ' law rommiginoworr ...• ...""4".".......... Imo* orimor I I I T : ; ; a ?7? 1 l• :I •I i. i 1/ , , I 1 il.: I ',. l'. ,. . . L FROELICH ..,,:, ... „:„, ', . I „ - f . ''...„, ,. ' .. .„ ...... .,, .... . ...„.....„... „ _ . . I ,. . 33 . 4-, , .. . ,:: ,, „: ,,, .. . „ :-: „„ , „ ,, . . ,. .,„ . .. .. . . • ii 9 • , .. „ „, .. :, .. „„ , ,, ,, „ .. . . . „-: • 4 , i .; , T-T-P I i' .. ._ „ .. , c, ' ' CONSULTING , , „ ,, ,. „ !., 65 3 : ..I „, . ' ,.: ;„ „„ ,. -' .; .. . I ,,,, , „ ., , .. . ; . . , . .. „ „, ,. .. ,,,.: . .. 44 • ,, ,, , i : 4: „, !::' „1! 64.1 i „ NG1NEES I INC E „, „„, 1 „: „ .., .. . , . , „ .... „ , , , „ , i , , „ mom” ,,'i . , . ,, .• • , ,, „, , . „ , .. .. , . ... , . , . . ....,... . ....,,..„.....,. , . , . . . , , . . . . „ 4 , , i , . ' . . . , • . . . „ , , 969 S.W. HAMPTON STREET , . . . . . , i .....:,.......—......, . , , . , 1 i :; : 611GARD,OREGON 97223 . , ,,„,,, , . 1 , ,, ,., . ...................., _,,,,.., *- jA A 503)624-7035 FAX 624-97701 , . , : , ,L- . , ,;1 111 r, , ,, ., ,, i ,L i ' • - - ' 1 1-16612x6x54 „ !,.! .. . ,. „ ,, . , il,...., , , , ,, .,1 :, ,, '1,; .. - '1 i ‘4 20 - r: .. ., ..., .____ „,— „. ,. . ,• . ,!.,. .,. ,. . 745 NW W.WAHIGTON DR SHE 204 , • e .. .. '',,,.::',',',''''•.'. , .,,.,. . . . 55.2 AEI' It .. :., „;1••:' I P843,OREGON 97701 , (541)383-1828 FAX 383-7696 • , . .. • ... .. : . .. .,.;,;. ., • „ ,. '' N; h • ,: ; . . . A/A4 .,,i' „.,,, :, • ::, . . ,, .. .+ , . .... ' ,„,, ,„„,,,,,....,,„,,„,..„..,..,, „„ .„,...„..2j '\ ;' '; ''''!: 1 1 FCE JO B°05-1361 1- - ' !Iii .•-.........„,,..„.„,_„.„..„...„,.„..,.......,___,...„..,.„. .. :: :. . .„............,......„........„........,,...„,...„_....„....., 1 , , .. ., :, . ,. 1 , . :. . „ , •:; ,•,, . I 1 ', :i. , ”- :,11111111111111111111 ,_ . 1111111 —... . ..... r /Fr ArAWAVAWANKINIraog.....— i 6 : 'tl'I• , . ''' 4.Ati:/vAr Aldirr . .. PERMIT ,........-- I SUBMITTAL ., 0110.1 , , A SOT- E_EVAT ION (ED,41-1*-10L.IT- ST.) C.; , SCALE: 1/S1.11-0' Sa ø!-131 ,... DARTMOUTH SQUARE OFFICE BUILDING D BEAMS 4 COLUMNS PER PLAN • 5 A le TIP i I I , 65.2 1 . 11945 SW 70th AVE. : TIGARD, OR 97223 , , '''”" . , . . . , , 041.MIRITINITHIIIIIIIIIIIiiiIiIMINSWIgi1115411111111=111M , . 1:` :. i USE (2 OOT 150-54 TRACK 6 ' .. , . , „' I ,, BOTTOM OF WINDOWS (TIP.) ,, ., . .......,, 1 , ., - . . ': . 1 ..' :1 ., •ZI.,.. . ,,,,,...:::,,,,, ,,,,...,,,, ,411 .,,,,,,O,V AIM.,,,,, ,tiMIlin! ,. . , .%. .. . , : 1 , . . , T Y P II .. .. . . ., S2 c 5 ,. . .: i:,-..„,„, ; ;„:,:;;;;:;;;„;;,;;„;-;;;;;;;;- •-„;•„:„•:::,;;;;;,,_....„.:„... .•,„:;••••••.. ;„; I 1 :, , , • . ''! , ; !- •, -,. , • . , , , , , i , : ! ; , 1 , , ., , , , ! i :: ; 1 ; , 1 , . .„.••• . • . . !....-1L--,4-1' • ,, , ' .. . . .._ .. . ... . . — ---- — .„:„.„.,,.,„.„.......„,.• . . ... ... .. . . . ..... ... . .. .. ....... . . ..... .. . . .... ... . . ‘i , , • ; H ,,, . .. . . . . . . .. . . .. . ... ... .. . . . . ... . . , s. , , , 1, ...... . . .. .,..,...,„,„_„,...,_,„...,....., . ,..„„,...,,,. .„:„,.....,. . . ” , , " ,, ,,. :, . . .. i:! :; .. . .. ;!i !' i • • ; : ' :: -,.,- , • 03! „ , . „ ., .: ,, "• . :: . .. , !" I .. ,, „ ,...._,....., , . . .. 94.1 „:! .• .: .„ • :: , , , : . , „ , , , . , , , , , , REVISIONS — , • ...... .____ _........ ........ .. : , -I. . , I ' A REVISION 1 10/10/0& :.(: ' . : 1 . . - .. ; . ,......___ „„.._, PM: FDA PE: MJP/KEH JOB NO:053570 DATE: 06.19.06 FILE: I ..... , S3 . 2 .._ EAS- EL---___VA-ION (10-- AVE.) SCAT3LE61: I/B"=11-0' 3.;) FRAME ELEVATIONS 05- S ,....,.....,. _. ________ ..... _ __. V „„, MYHRE . GROUP arc hits ctS , 105 SE'Taylor Street,Suite 307 Portland,Oregon 97214 ... t 503.236.6000 f 503236.7500 www.myhregroup.corn .., _ - , 4 0 0 0 0 1 _____ ..: ... f 000 PFICP 4 0 e a 4111 ,b.c ists, 1111 32 (e) I 04:1;,,,,,,,I' 55.3 hi. --41 /iiatige, .,._...._ 32 , , BEAMS 4 COLUMNS 55.3 USE :3.00.1150-54. TRACK 6 I I ...„Ipir 44(••• is : 5OTTOM OF WINDOWS (TYP.) \ 16\ .4it TYF' FER PLAN . , TYP . 55.2 . .. , . . . 55.2 'ffs4Rz 1"" DEO . ,..„_____________,......,.......„..._..........„................_.._______._......,_„________________.., ,., I .„....„....... . ,, „.....„_„..„._.......„.._„..„......._....................„,„....„..„............______........._..............„...„...„_„...................„............. . „.„„............„.............„.„..„.., .. .. .. , ,, I EVWES 12-31-07 . , :‘ """'—"'''.i . . , ,. I:'1 Ilk ■•=1•11■11111000111.■ 1 I , ■••■ I I 1 ' I I I I I " I . , 1-- I — ......,— • - , ,, ..• . ; I , • . : • . ; , • . . . , . . . :, .. : .MYHRE GROUP ARCHITECTS . 1 . • . „. ' - .-,! I- .. _.„ ,, .. ._ .._..„._, ..,.,. _„...., ..„.....„„.. .....„,......„____„...„...,„.....„„. ,., ._.. _., ...__, _„ „„_.„ . „_..._.....„_.„.., „_ . ._ ___ .„ ,., ._„, . ., ...,.... _,. ....._ ...„„,....._.„........„...,...___.,„.„,.„,..,.___ ,,.„......,...„ ,.,„ , ..,.....,_.. , i, ! i il I THESE DRAWINGS ARE THE PROPERTY OF I „ ': ,! .,• • '' ,. ., : .. , .. „ .„ MYHRE GROUP ARCHITECTS AND ARE NOT -• ,..; i ; i: .,,i 0 ',.t { :,•,, ..:. •. „ , i TO BE REPRODUCED IN ANY MANNER,EXCEPT , . '-'- --- 1 , ''••• ,-.:,..-- „ :•.: ''' ,. , , ., • WITH THE PRIOR WRITTEN APPROVAL ,I, , . . , • OF MYHRE GROUP ARCHITECTS. „ , , •, ,,, , q ,, . . , I ii4S56>x&x3/,5 ,:i il I 1 0 ,, I ?.,t ''t, ,,,, : „. . :, ,, , . , .. .. I t: „ ;,, - tt ..• „ . , • I' It '' . : ,, :: , „ . ,, " I I I!' " r,.." ,, . . .. ,. ., , . ., .. „. .. .. . - „ , !,,, :i. ,t . . „ . .. „ . . rr-F> I iI' I ,, ,. .. .. , .. .. , . t, I ,f , :. ,' ...li ; ' i 1, TYP , , ,,,,' • . i:t t-1 g ti tt ' lc ...„....„. t- „ . I - d , , , : 1 I ,....... ., _..„......,. ..,.„.........„............ .„, .......... . , , I a r? 1 .44111111111■ Allii. _ I i , : 1 01 , : , f,( .. , :,:, ' --I T-----7.LI ii Eli , li! , ,, '''' ' 1,.... , :'' ' imilisomiA., .... wiimmimim i miir I FROELICH , ,, ,, , I , I isrammusara■Nwsmorall 1 s ,. .. „ i alrill11111111111111111111111111111111111111 = • , 1111111A111111111M111111111111111111111111111111811411.1110.1 i ,. ..„ • .,.... .... . .,.._._„...•..............„.......... „.........„.......................,.... ....„.,..„. ,_,,......„...............„__...,.._........„...„.__.„,.....,..........,........,..,....„.....................___.....„.._......,......,....„ , 1-45612xet Ai, H Ill I '' . ' , IIII par it i; il SS0x6t,x 43. I,: u :. t: 1-16512xx541 . . „ . . .. ;,; ,',• ,., , i, • . . . iti:J.•t,t.,., . ,, ., 'ii 1 :i ,; i , 1;', i: , ., 1 : , 1,i, : • li : I CONSULTING .„ A-}, ',c . ;••,„.,„ ' ::: ,„-, • , , ,. 1 :i ,,, ,• , , •• ,3; ,, . ...... ‘'''': .".' . . „,.,./ ; \,.., Mer I . ,• :: ., : . I ,,,„ . :, , . :, . , . , I : ;, ' , ,, •, , 1 i ii , ,, , . ,, ,. , A ,!: .. ,. , , :, - ,, ' ,, '' y , ,, .„... ... ._ . , I ' ” .. ' I 1 ii I ., ., .„; ,. ,, ,„ :: q :,i .,, ... .. , ' ' ' I q ENGINEERS INC „, , ,.. .. „ ,, i ,, ,.,. ,„ .. „.",,,,,,,,...._ ,,, ,• „ , ,,, ,, ,, ,, , ,, ,,,, I , ,. . „.„..„, . . .,. .. ,. •. „ ,,, , „ „, , ,,, „..„.,......„,.... ..•,_,,,,,,,,,,, • .. ._.„.....„..„..._____., • , „, „....„., , , . ,,, , ,........., „_ , , , ,”, _ , _. . „_ __. , _ ___ •_. . .__. __. _..... ._., _ 6969 S.W. HAIWTON STREET I TIGARD,OREGON 97223 , S (503)624-7005 FAX: 624-9770 411111■41011k TYP TYF 54.1 I : I 1137‘3, 745 NW MT.WASINGTCN DR SUTE 204 BBC,OREGON 97701 (541)383-1828 FAX 383-7696 i I FCE JOB.05-1361 .• PERM IT SUBMITTAL ....„ ___. ......... ....„. .... _ , .... ,...__ „,..... ..._.._ ....._. _...... __.... ......„. ....____ ,__. .._... .._., .. ..., ..,... ..„..„„.. ......„.„ ._ \\OT----- E_E\/ATIO\ (L-FDF:)E FAIKI\C3) scALE: 1/ai.i.-0. OS-1361 DARTMOUTH SQUARE OFFICE BUILDING _ 43 C D • i9 I vii!A/TYP . SEAMS 4 COLUMNS r PER FLAN ....,. ' l'I ,. III I 1 Ti 19 4G A5 RSDW,07°tR h9 7A2V2 E3” '.•„-- , „ •. ''''''''''- ,, ,, 1113,411121111k TYF ..r, , . , :, ::, ', '1 .. :. . ., . . . :,:. i.• l',1 ,:'•: ,,' „ , - ' „ : !::i ,,.,:i it, . , . „ :' 1.1 ., . ::, . '. ,■ .” : 1 i ., , ' . ,11,1 II '- 14 I 7 1 i i 1 1 . I . 1 i ' ' 1 j . 1 ,,,,......'1.',::' ::,„,ii i,..r,.i,..t.„iii.:„..11.,1,.:1..,.,i 1,,.,..,. ii,.,i,;,:r. .. ..:,,iiii;,,ii:..........1 4:,,,,,,,..",..:::,,1 ts 1 ' „ : 1 I USE &00T150-5.4 TRACK 6 I :""• ,Il 11 I 1 ,,,,,,•': l',, :„ ., ,„ . _ ,:, ;, BOTTOM OF WINDOWS (TI-F).) t II: , 11 - I '4111111111411I I' iII ,1'.:i :: - .. , .., ...- „ t- : i ti 1 .. . Ii 1 ', .....„.,_........_____„:„,...„...::........,...,„..,... ........•. . .. .-.. ...,. . :. ..::: ----- • - - :::--: - - .. . . . . . . . . : . ..„..........,.... :.:.:...::: _ I, „.....„.......„.........................„..„,......:„...........................„........„............... ,.' ..1 1 ,1 I ,, ',! 0 ;, i! . „ ,, :, .. • , _, ,, :. 15 , , .. „, : , ,, ,! :: :, I I I: ,• . :: „ Ti , .. . , .. „ . ; , I i'.i: ''': .. ,. ,, ,, ,, 55.2 . 1,: ,. • I ,1 ., . ,,. • u ' II ' ,1 ,, .. ,, i '; 1 i i; 11 REVISIONS ,, , i• 0 ,,, „ , , : , , ,— , ..,i . , I 1 I I , I , A REVISION 1 10/10/0& 1 II, I I • : 1 i II 1 . „, : 1 . . , . ,:' -.-, z• ., • 1, ,... .. • , ''i . , . . , - .....„.,.,.........„-....,............•,.....,...,.: . ....,..............,...,-.......,...-.„............,....,,........,,,,,-„..,...,..,,-,,,....,,.......,........,,....... . .......,.........,...,,..,---........,....,,,,,,..,-,..„.........,....,...„ , . i . ■ . i i i! .,• ,., . .. ,;.! .. Id . I : : ' , „ .,: :::•:' .. ,,, , I • „ :-.., . , ,, ,, , ,, „ .. . ,, .. . ., . . :: - , ., ,,,,,,, „ ; . . ; : 1 , ,... .„.........._______. _. ..„„._...„.._.„...... .„....„..., :..._.....„„......„..........„. i ' - ' ' - ' IFI ' ' 1 ' I' 1.- -17” . .... . . ... ;:,./ : , -,....,,,,,,, PM: FDA __......_. .,,,,,., „ ..„.....„_„____________. -,,,,..... Ii '': _...,,... ,., ....„__........_,...„_„...........„.„......„ ,-----, PE: MJP/KEH • S E3 ....„,,,,,,, JOB NO:053570 -,,,,,. , . ,........, 54.1 I 54.1 ....„..: ...„.,. ... . 1.,,,—,1. DATE: 06.19.06 FILE: '3 ,.....,,..: . . . ______________...,.................____„_____...__.....,„„„.„..., _. 54.1 -„. S3 • 3 _ I ,_ LUES— ELEv41(:)\ (LOWER AIR<INC.1) 4 SCALE: I/81=11-0' ., .3 FRAME ELEVATIONS . - - a r c h i t e c t s c t s 11112. I 105 SE Taylor Street,Suite 307 Portland,Oregon 37214 t 503.236.6000 f 503.236.7500 w;nrw.rnyl`Iregroup.cor-1 a O,WO Ts COLUMN CONTROL JT. PER SCHEDULE I 1/&'x1'/2' SAW JOINT. SAW AS SOON AS CONC. ` WILL SUPPORT WEIGHT OF MACHINE WITHOUT PR • ` MARRING THE SURFACE. FILL JOINT WITH CONCRETE SLAB ON �j"- 4� o I C i�Oi GRADE - SEE PL JOINT FILLER. APPLY ACCORDING TO FOR ADDITIONAL ANS INFO. �g � � /� MANUFACTURER'S RECOMMENDATIONS. h%2, / SECTION A®A I f. 1/2" E.J. (TYP.) 4* 0, ....4.• WALL BEYOND y 25 1 .... `��0. SQUARE OR DIAMOND (2)-*4 I a •-, .a 1 `T 1 DEP►N ..IL . a 4 . BLOCK OUT AS REQ'D TS COLUMN: SEE PLAN, I TO BE GROUTED FOR SIZE E COLUMN BASE IEEE C2) *4 I I I E SYt-31-07 CONC. SLAB- SEE CONCRETE SLAB I I SLAB ON GRADE, SEE REINF. WHERE OCCURS, PLAN FOR MORE ON GRADE EXTERIOR SLAB SEE PLAN 4 SCHEDULE INFO. 0 <1FD. U.N O I I PLANS FOR MOE INFO. 1/4 V SEE ARCH. CIVIL R I SLAB ON GRADE ° ° Ac- d A ° a Q MYHRE GROUP ARCHITECTS WELD x5/16" 'I 1E.'S- a ° ° ° �a ° a d (t CONSTRUCTION JOINT THESE DRAWINGS ARE THE PROPERTY OF 31/¢"± NON-SHRINK SEE PLAN FOR ° d a a d ° d • ° .. THICKER THAN 31/11 ° ° d ° ° ° a ° ° MYHRE GROUP ARCHITECTS AND ARE NOT GROUT 4 ADDITIONAL INFO �-• }� r-.r-s-..-. 7- •r- s-s -.s CONC. SLAB ON GRADE TO BE REPRODUCED IN ANY MANNER EXCEPT V 1-1 I I I I t Il-1 i I-III-III-1 I I-III-i 1 1-I 1 1-I I i-1 I .•', _ •►•f•sue • • • • • -• � Q WITH THE PRIOR WRITTEN APPROVAL .e - e -! I I I=?,' c�R._)I I-111=111=1 I I=11 I-ill-III=111-III �= J■ jr�=�i��l�i�+i �i' ° 2 -�' SEE PLANS FOR ADDN L OF MYHRE GROUP ARCHITECTS. 4 a o 1= I I=I I-1 I l=1 I I-I!I=l 11=111=111=1 ��-•-•-•-•-•-•- -•--•-•-•- 4NFO. a_ �� i . . ' d 1 ° e ° l :' *4 a6 24' O.G. STOP REINFORCiNG a a a" ° � - a o • Al • m • •‘ z CRUSHED ROCK , 6 2 0.C. A ° . [aONSTUC1ION° d a ° d JOINTS (TYP-) z- ■ ath A tir1ko�ait0 PER GE© �CH ♦" ' TP.) OH OKS BOT. °i .: ra�rlva rmI. . :: *3 HOOP 6 1ID O.C. ea ° d 30" x 18' CONC. CO d Z d • ° GRADE BEAM A u1 ` • ... • FP ;- L d°III 1 6" °°°111 1 p 4 it 3' IN. TlP a° e a a d d Q d e � °0 W. IA p ° W ° ° ♦ ° ° d I- D (T 'P) Wa 4 a d o ° d a ° U- 1,11 7 nJ- V 4 f ° d a d a 4 ni 4 -4 . ° d 8 d° ° ° ° v a - 4 ° ° °U ' 4 a� d ♦ RENF. WHERE OCCURS. FROELICH n • q � S • • i j • a 4 •. U y ° - _ ♦ ° SEE PLAN 8 SCHEDULE- -- 4 a 4 f e d ° , �, % ° ° a CONSULTING A ♦- KEYED JT. FORM S' I 8" CRUSHED ROCK (8) *6 LONGITUDINAL 12° GLR. 3' GLR. /� PER GEOTECH ,LR- BARS, (4) TOP 4 SEE PLANS FOR t (TYP_) BOTTOM EQ. 1 • CONSTRUCTION JOINT SEE PLAN 4 FTC. SCHEDULE 1 1 SPACED AS SHOWN SIZE 4 REINF. FOR FIG. SIZE 4 REINFORCING NOTES. 6969 S.W. HAMPTON STREET NOTE: CONTRACTOR MAY USE EITHER CONTROL JOINTS OR %ARE),OREGON 97223 f'c = 4�JIDID PSI FOR GRADE BEAM 2 ! ` 3 CONSTRUCTION JOINTS AT LOCATIONS INDICATED ON PLANS. 4 (503)624-7005 FAX: 624-9770 SCALE: 1'=l'-0' C-9:1 SCALE: 1'=1'-0' ES4.1 SCALE: 1'=1'-0' 54.1 SCALE: 1'=1'-0' S4.1 05-T361 05-7361 05-T361 05-T361 745 NW MT.WAS'FNGTCN DR StITE 204 too,OREGON 97701 TYP. WALL FTG. (541)383-828 FAX 383-7696 FOOTING REINF. 1 I'-6' 2x "H" 1 3" GLR. 2-.;',G1...R. SEE SCHEDULE MiNiMUM VERT. REINF. (VI) �` FGA JO�'A-T 1 SEE DETAILS I, 2 4 6/55.1 CONDITION '� TOP OF WALL ?► d ,-I ♦ ° . tl _ 4 8 4 4" PERFORATED DRAIN I° d d° ed I iii I PERMIT 2'-O" LAP SET IN FREE DRAINING 4 1 I PERRARGHITECT ;:::` / øø524STUDS SUBMITTAL ♦ d a GRAVEL FILL - ADD FILTER , % - HORIZ. REINF. a ° a d. v d TYP. FABRIC PER GEOTECN ° ;1 1 4 ° a .a a a " Si♦ REPORT *5 6 12 O.C. W/ STD -1 I a s ° d I- Q f d 9ID° NOOK BOTTOM 1 VENEER loo O.C. e0 PER ARCH A d 4 = Q a VERT REINF. tV2)eta, NOTE= CON(. FLOOR °a a 1 a a i �,' STEEL TRACK x CONT j 4 A �° d a °° a TOP OF WALL SHALL I" GALVANIZED a d 4 � � ice• a e 4 d tf) O 1 REACH DAY STRENGTH a ° SEE NOTE BELOW _ a z Q j ! e _ Tw ° CON(. SLAB ON .�iy. a • • a d GRATING '� SUMP ,. �: 4" ON CONN. < w ,;i PRIOR TO BACKFILL 4 �� -, .y, (15,a PSF RATED) a d d Q Li- 1 a a a� GRADE. SEE COMPACTION X a MIN. (2) *6 SCREWS 1MIN. SLAB ON GRADE -% NOTE: ° - ♦ .ce. ..�. a ° PLAN FOR REINF. - \ .Q ',q --�" 6 EA. STUD (TYP.) �I� SEE FLANS FOR•c = }- t ° . 4 p� GAL V. L 11/2"xi'�z"x'/a xCONT. i MORE INFO DO NOT SLOPE FOOTING., p '1� I/ 1 a: UNDER ANY CONDITIONS CO 11-1 a Q ° a AROUND SUMP W/'/z . G1 EXTERIOR d ° 4 a -I 1 E► I-!I v d x4' !-A.C.A. ('2) EA. _ GRADE ° a c0 HEEL REINF. a 40111 a " *I UNLESS APPROVED Sr TYP. WALL FTC. e °� ° da THE ENGINEER OF RECORD - _ - i�I=i I I= I SIDE a 9 O.C.) Ilia' ° ° _ NI- (1)POI 2x "N" -11!-1 I I-i i 1 °. ° a a• _ IN _ ! - 4 ° ••1•!>. 1 y�r U1 l i-Ili-Ili- U . s. n A' f DOWELS x 21-0' ° ♦ a ,,I�I I=1a,_ I d 1=i 1=1 i 1=1 i I-I ° '� a 12 o.c. �e '1=1!1=1!I-1!(=1' .,� .• •.•o o••. 11 �\ 4 ° - 1. va d �a : d. 9 - -d E.W. (TYP) �� I I- I a 0 STEPS 21_0" • a u• d 4 • a •da a. c * - -11111 11 I1) 1� / X MATCH HORI Z. ° 4 B ° a D • o • ° • �� fl!! ° CRUSHED ROCK W a FTC. REINF. a A d °< a� ° ° ° D: D a 4 D (4) *4 CONT a 4' PER GEOTECH 4 z a .4. - v , A .A @ 'Q /� AS SHOWN - (TYP.) _ SCALE: I'=1'-0' ° °d ° �a� I- - d � ( -1 DARTMOUTH SQUARE 05-7361 54.1 INF J °n ° e a TOE REINF.-� ° " � 4d• ° LONG. RE J Q, I ( �, OFFICE BUILDING 1 Lh Tw ■ LtE 1U12T O.CB U ;� �. ,. •-' ! U 1 ° a ° I A _i VENEER ;:(1 �,dellk�: � a 10P4 4. e∎ - ( ° I Q PER ARCH 1 !` -!--.• ; . r„ �n , . •. 4* *4 6 24 O.C. j SEE DTL 8/54.1 FOR . .�� N, 1 e a I W tu NOTE: STUD WALL CONN 2'-6' " " " .�,�� L - _ ° d - - - - - - - -1 CONCRETE FLOOR TOP ' * 18' O_G. x 2'-6" (3) *�✓ EA. WAY. 1 U xl I xl >a - " *4 Basement Retaining Wall Schedule (Restrained ea Top) SUMP PIT I=I c 1-1 r 1-1 i 1- OF WALL SHALL REACH 1 6 I I-III=III=I 3 CLR FOUNDATION DRAIN 111=111=1' 1 1 DAY STRENGTH PRIOR TO i SLAB PER PLAN Dies Wall Reinforcing Footing Reinf. BACKFILL 8 COMPACTION y ' A. CRUSHED ROCK SEE ARCH CIVIL SIZE REINF OUTLINE OF COLUMN PER GEOTECH DRAWINGS (TYP) FOOTING BEYOND (i+} I 1 .• ®� - 44w 1-if Tw Lh Lt Lf PERT. HORiZ. DOWELS 4-(EEL LONG TOE -- - - - (T P.) PER SCHED- TYPICAL 1'1945 SW 70th AVE.• Y ♦ • ' • ° • °• : UP TO VI: *'1499' *5 49 IS' MATCH VERT. NOTES: TIGARD, OR 97223 V. �5 • lID' *5 . 18' *5 . 18' a ° 14'-0' 1 I 0 2 9 2 ID 5 9 "54918' EA.FACE REINF. I. AT WINDOW LOCATIONS, USE (2) m.I11 HILT! D5 FASTENERS 6 3' OC. I A «° a " C1�/z" EMBED) 3 © NOTE: EV,41-01 2. AT SOLID WALL LOCATIONS, USE (2) 0.145'. HILTI X-DNI FASTENERS AT SIM. CONDITION SEE DETAIL I/S5.1 FOR TOP OF WALL GEOMETRY 6 PERIMETER WALLS. 6 El F I T - SECTION 6 12' O.C. (I'/z" EMBED)%" �" HORI 2 REINF {i- r 1 r SCALE: 3/4'=1'-0' ' 1 r A 1 -1 -� A -1 E: S4.1 1 0 e a L LE:54.1 T 1 (:(11,!1_1:::)4 ��: T REINF 05-1.361 05 7361 A V N Vl ER RE .�.. ♦ '�C a4"hR�. r'.�1;! �. �-...:[FI?yS� -,A�v.:siS.: :',lt:.`, .y.�;�`t i 'U.�:is ir.,,:+1:&at a- 1 ,;3�'',.,• .°x 1- tJ , y.;, ar- "sr-; ..."'_• Q al .� GRID `� a CD I DOWELS ° ° II ei -� I-4SS COLUMN A a ° e 4,1 .� SEE DETAIL 1/54.1 E LLI >� VERT REINF V2 10, 4 ' • ° • i 1 a a ' �/ ° J 1 PER PLAN ° 4 lI/z CL R. / AND PLANS FOR , 3 �, ■ 4 . PERFORATED DRAIN SET I 1 a d TYP. 1 BASE fiL = CONT *4 BAR 1 I I_ IN FREE DRAINING GRAVEL FILL I • ° a° °` •• ` _ ADD FILTER FABRIC PER CUTOUT BASE 1 d 1 1 -1 _ GEOTECI-4 REPORT PER PLAN a GRID ,._.-.e._._.i '1`- -111==.111=-1=1L4 d .I I (� HEEL REINF ' I a ° g ° r'J ® , ., ., TOE REINF I l- LINE OF WALL ' a_• ° d ° ile 4 •° a ° � =111-_=1 i 1-i i BEYOND ' a 4 a d a ,F4 ° l■, ,I .. ° ° I0 SECTION A-A ° ° '- a a - e ••%%////I'AI//IaI///I///Is • J° ' •a • • ° d' a• e: .a a • %• °.' , ,�lb t v _[[�� SECTION A-A : i _ _ a v e ° ° •et . d ° ° ' " ° REVISIONS a-1 �° (3TIES 2 OG. NSS COLUMN ° .- 8.° Cif ° , � NOT SHOWN RUNS TU- a " " CLUMN)d I i III I I I I-I I I i(l!-1 l I-111 11 =1!1=I I(- d 20"x20"" CONC COL WI ,„ ° A REVISION 2 11x/31/,a& 'i-1 1 -1 11- .e a (V) •' I VERT RT BAR a o. REVISION 4 11/28/0& D T-" - -"1-1 1 '-I 1 - a s ► d °. �� I w à L, I 4 *5 18' O.C. DOWEL LONG REINF i' ° ' ° ^ . �p_1 ° d \l V d ° A A ° INTO KEY W/ STD a S ° - HOOK 6 TOP ° _ a *3 TIES 49 8" O.C. , ° 4 . . a Lt Tw Lh ��i d '° �` 1 1 {., , ° I• •d : ad • d d , •� d CONC. SLAB ON a ° d / METAL DECK ° �' e 4 °° 20"x20' MAN. CONC PIER � a. ° a d GOVT *5 BAR 4'a a ° d W/(8) *6 VERT BARS a ° a a �. / j I • •i■t I ■t I 4, °I 4 .e° 4 • • • SEE DETAIL 9151141..1. ■ �° Q _aa'. dQ° d ° -e I... e a _O _ i! ° GO GRID 1IL Basement Retaining Wall Schedule (Restrained Top) AIL L `„ FOR MORE IFO. a.. r} ° .. ad ° N a , anammu me PM: FDA e d fie' A. d a Reinforcing o� ein ° MEi a 1'± NON-SHRINK Dimensions Wall Footing Rein f. ° d d6 d d ° ° ° ° a d da " 111- d ° a d e DOWELS TO MATCH * " ��'� ° ° a Nw 1-if Tw Lh Lt Lf Key VERT. 4-40RIZ. DOWELS HEEL LONG TOE -I 1 •a' 3 TIES 8 O.C./z d d 1 ,1■ Q GROUT PE: MJP/KEH d° ° ' VERT REINF *i► d • d • _) ° (3-*3 TIES 2 O_G. ^ 4-ID' 12' lID' l'-il' 1'-6' 4'-3' - Vl: *4018' *4.18'0.(. MATCH *4 . 18' *4 I8' *4 • 18' d , * I , TOP OF COLUMN) a` '. a Z S V2: *4.18' EA FACE VERT REINF W ° 4 i 4 ° ` a L JOB NO:053570 * N�,t t.,,� - .e a d ed ° a a - 1' v a -- a v Q 4. 1 . . . 1 « 1 . « Vi: 4•ISr 4.18'0.(. MATCH . « r a 6 -ID 12 lID 3'43." 1 -6 6 -ID 6 *5 •• 12 *4 . 18 *4 •• 18 e d ° a * W `� ,� d a 4 CONC. WALL ' ° ° ° d DOWELS TO FTG TO � CON(. WALL DATE: 06.19.06 V2: 4.18 EA FACE VERT REINF , ' d g a ' _ ° d MATCH VERT BARS d a « 1 1 Vl: *16.18' *5.18'0.(. MATCH * ? ;. d ° a a (TYP) d BEYOND d d d ° BEYOND FILE: 8I-01 12 1ID 4'-2" l'-6' 6'-6' 18 *6 • 12a "5 49 18 *4 • l8 r ° ° ° ' d d V2: *64918' EA FACE VERT REINF ,III ° . e ° r a a a° �i I a 1 *501810r 1 i¢ . • ° •'. d • a a d M• d• - • 4 r °.. .. 10-ID' 14' 10 4'-2' 1'-6' 6'-6' 22' V: '*i64918 . MATCH *6 49 12' *5 • IS' *4 49 I8' _ �E. i ' a ,l ° a ° 1 V2: *6.18' EA FACE VERT RE INF -) °° ° a °a ° ° ° d ° LId ° d a v ° A ° d a d _ 12'-ID' 14' 10' 4'-2' 1'-6' 6'-6' 28' j: . . 6 • 12' *5 • 18' *4 • IS' I i- - �V : *64918 EA FACE VERT REINF 1 i 1„i f l-i I F--T 1 I,E i l i,,iii-ill,;111- DEPTH VARIES V . ' CON(. PIER PER 14'-0" 14' 11' 4'-2' 5'-6' 1®'-6' 36' VI: ' 1499' *54918'0.(. MATCH *1 . 12' *5 • 18' *5 • 12' ENLARGE FTG BASE SEE ARCHITECT V2: *64918' EA FACE VERT REINF PER PLAN/SCHED NOTE: DETAILS 10 411/54.1 A IN SOME INSTANCES COLUMN MAY BE EMBEDDED INTO WALL OR 1 g Co) COLUMN SHALL BE EXTENDED 1N DEPTH SO IT ADJOINS WITH WALL- Cl o /i\ a 0 FOUNDATION SCALE: 1'.l'-0' SCALE: l'=1'-0' SCALE: 1'=1'-0' SCALE: 1'=i'-0' 05-T361 5-'•1 05-T361 ` 05-T361 54'•1 05-1361 54.1 DETAILS MYHRE . GROUP G IR I D CONCRETE architects RETAINING UJALL GRID iv CONCRETE RETANING WALL -„- 1t-0" 1 ..0.a PER DETAIL 6/54.1 105 SE Taylor Street,Suite 307 Portland,Oregon 97214 PER DETAIL 6/54.1 4' # # (HORZ. REINF. SHALL 11-0" 11-0" ,/ t 5032:36.0000 f 503.236.7500 www.rnytoregroup.corn *---." ,' , (HORZ. F.REN SHALL CONTINUE THRU ---a COLUMN) < CONTINUE THRU . •14 COLUMN) 4 4 ' 4 I? TIP. a 1 TYP. 4 1 ,/- . q" TYP. II" TYP. • 4r-4°- , ,, < le-1°L.- a- lik , • 1 • % i % % ''I° ' 4 ri osto ...v. e 0401 4 S 104 • I•1 JO 1Z ,.: '72 T A ‘ r I a '14 4 / < 4 --a".4.41Wil 4 4°3 TIES UJ/ ee,*HOOPS 4 < 4 41111 -a,Papir y .,, 1 4 4 • • EACH END AS • 4 • 481x24" CONCRETE V V ,/,-_At• "L" SHAPED I 4 .1 . SHOUN SPACED 6 6" a 4 4 COLUMN ( 'c = 4,000 PSI) ,** '•I‘f P NCO\ `4,• 4 • 4 4 O.C. VERTICAL b 4 4 IP 25 A\ CONCRETE COLUMN a 1, Csi (SPACE TIES 6 3" I A <1 • 4 4RZ DEO v'tk (rc = 4,000 PSI) • "41) ' 0.C. VERTICAL TOP _ a 4 4 <7 IS" OF COLUMN) • 4 (2,,, 44 • I MOWS 12-31-07 a a 4 4 A <1 A 10.4 4;1 4. 4 *3 HOOPS SPACED I? TYP. Pd.* *3 T1E5 WI 90 I-100P5 4 6" 0.C_ VERTICAL 4 4 a 4 4 A • A e 4t 4 4 4 Ir EACH END AS TYP. (SPACE HOOPS - ..... % % a < ' A A GRID % • _____< A li SHOUN SPACED 6 &N _ 3° O.C. VERTICAL 6 • • . .7 *'‘ % 4 O.C. VERTICAL C 0 MYHRE GROUP ARCHITECTS • • • • • TOP Is" OF COLUMN) eLl 4 4 ° 7 a 4 THESE DRAWINGS ARE THE PROPERTY OF < . 4 (SPACE TIES e 3" 4 si A 4 MYHFtE GROUP ARCHITECTS AND ARE NOT 4 A - ‹ 4 b .:, 4 O.C. VERTICAL TOP TO BE REPRODUCED IN ANY MANNER,EXCEPT a4 4 a 4 4 *3 HOOPS SPACED-7 WITH 'THE PRIOR WRITTEN APPROVAL • a ° .1 • ' 10" OF COLUMN) OF MYHRE GROUP ARCHITECTS. ,_ d' • 6" O.C. VERTICAL ti - 4 4 r 4 4 4 4 4, TYP. (SPACE HOOPS 4 I 4 ■ (F <, - <, , 4 4 4 MS 3" O.C. VERTICAL 6 4 4 • ...3 1 ., CID *6 4 .0 1 TOP la" OF COLUMN) ., 4 _ ' 4 , 1 41, cv I (16) *& VERTICAL 4 <1 4,.' 44 ( 5 AS EQ. SPACED * < 4 A ° • • 4 4 4 b • 4 0 < 44 4 AS SI-40WN I ./ -_-__ .„ a 4 44 .,,, 13 .6 . 4 e • ' £1 • 4 • °I 4 ; .9 a .0 # • .,, Iiii lod „ FROE[ICH „, . 4 ' 'q N” % 4 4 CONSULTING <, 4 4 4 4 ENGINEERS.INC , • A 4a 4E3", I , a 44 4 .4 0 (32) *6 VERTICAL / EARS EQ. SPACED 4A AS SHOWN _ AAt 6969 S.W. HAMPTON STREET ---- NOTE: CONCRETE RETAINING WALLS DO NOT OCCUR e SIM. CONDITION NOTE: CONCRETE RETAINING WALL DOES NOT OCCUR 6 SIM_ CONDITION (2'4) TIGARD,° °N 97223 (503)624-7005 FAX: 624-9770 SCALE: 1' l'-Ø' SCALE: 1'ali-0' CS -131 • 05-T361 .41d 4/ 745 NW MT WAS1CON DR 11TE 204 BEM MGM 97701 (541 383-1828 FAX 383-7696 FE J0130 05-1361 PERMIT , , SUBMITTAL DARTMOUTH SQUARE OFFICE BUILDING 11945 SW 70th AVE. TIGARD, OR 97223 tirtaliMMINNONSWIERMffia . wir %,,:i•AliPiMingLASVArtZg ISMOININIENZAZ.,0 I.,,,,,,HAV'T".:11:4-SKI twearAgasagrelafft p MIMMOIN OVNININSWISWAVIV aidigillniN :41 taraw+ami::', . . . -•:: .. ..._,........._ ,....... ... ,.. .:„-.... .. . . . . . — REVISIONS A REVISION I 10/10/0 PM: FDA PE: MJP/KEH JOB NO:053570 DATE: 06.19.06 FILE: s4 • 2 A FOUNDATION DETAILS TS COLUMN -SEE PLAN 4x4- W2.9xW2. MP M Y H t� E G ' a r c h i t e c t s 4 ° d. ( ( 4 4 Q 4 4 4 a <,4 105 SE Tay/or Street:Suite 307 Portland,Oregon 97214 BRICK VENEER ( I METAL STUD WALL t __ — ,_ 4 _ d _ — 1503.236,5000 1503.236.7500 www.mytrregroup.oam PER ARCH I ATTAC{-IMENT TO STEMWALL METAL STUD WALL 4 - °_—= , _— — — — --I I PER DETAIL 8/64.1 ��4 ATTACI-4MENT TO STEMWALL 1 — — — -=� �--GONG. SLAB ON BRICK VENEER I PER DETAIL 8/54.1 j �'> _ METAL DECK 2�_6" PER ARCH l ELEVATED CONCRETE SLAB = III *4 CONT. ��, I *4 x `9 I " e' METAL DECK PER PLANE HSS2'/2x2'/Zx3/16 BLK'G } * • v. S RET. _�,��7 P«•S OG BETWEEN BAR JOISTS AI I Fi` �' WHERE OCCURS �� ANGLE f I `" l STEEL PURLIN I S 1/4 <cr.Y-r,'3,..upEo'f," ONN. ONLY) N- 041" - -0 l ! , PER PLAN • _ %I:.' *4 CONT. I 3/16 / 2'-6" .r/ !% I 2 I 't- - CONNECTIONS PER SEE SCHEDULE BELOW _ X ,� .o II e 18" O.C. DETAIL 5/55.1 FOR CLIP 4 BOLT INFO. ss I ;�} �� jw- 4 °. $ Ia FINISI-IED GRADE OR - �/ I 4 x N NSS 'BLOCKING ° EXTERIOR SLAB NOT BY rig',C FE 3/$ (TYP) 0 3/16 I f ,_�•• cA / I. F.C.E_ SEE ARCH AND/OR '� - ., � � V PER DETAIL 7155.1 KNIFE WHERE OCCURS !j !} / ^.,�r— CIVIL DWGS. A '�imn. .r�.. ��... $ e PER SCHEDULE I II 99 r 25 1� �.1► ♦} SEE SCI-EDULE BELOW 'S r� �� ►1!'11 �� I"� ' \\ I FOR CLIP BOLT {NFO. I DOS ° ° ELEVATED CONCRETE y - °— — — ,�' - _ ''ll-lil-lfi-111-Ili:=' -- — — — — f-3' MIN. —1 i i—iii ( ° ° �� SLAB METAL DECK / i `� , N `i} °71J IMMO MONO—— PER PLANS _� I. ( _ ��' ° _ _ - _ '■�.-� 1♦ ! '•' 1 (i> SEE SCHEDULE DETAIL I MOWS Y2-31-417 ° 4 - I i-1 I I...I I IT��I I I„III_ � ,� -� i : �; I _ 5/55.1 FOR OTHER CONN. °' , 1■.tea mI 6 'S �� ■i l. I I S (WHERE OCCURS) o 21/2'q FINISHED GRADE �.�. 4 i S ' I ,, �!' I OR EXTERIOR 4 0 ! i- I 4 I ii) F_C SLAB NOT ARCH ° ° r `4 ♦ I I SEE PLAN ARCHITECTS THESE DRAWINGS ARE THE PROPERTY OF AND/OR CIVIL ?. !!I I CHES AND ARE NOT ' °d.. � ' I I ��} • • WITH THE PRIOR OR IN wrilTr MANNER, APPROVAL ° t I Floor Girder Connection Schedule OF MYHRE GROUP ARCHITECTS. ° ° v ° .- 4 STEEL GIRDER BEAM--/ STEEL WF BEAM I ° l °° a° PER PLAN SEE PLAN I STL. GIRDER SEAM G der size Plate dimensions~ # bofts net well size- Notes • 4 SHEAR e 8 BOLTS PER SEE SCHEDULE a0 DTL. I -SEE PLAN DETAIL 5/55,1 4/S5.1 FOR CONN_ INFO. I SEE SCHEDULE DTL. W14x, W16x 1E 5/16"x4"xl`-0" C4) i/a". A325 1/4" BOTH SIDES ■ /-�a 4 CONCRETE RETAINING WALL " 4165.1 FOR CONN. INFO. IE 5/16"x11-3° -, ” PER DETAIL 6/54.1 USE KNIFE PLATE e ° EMBED IE '/2 x-1 x16 W/ (6) I Wi1x xAS SHOWN C5) g A325 1/4 BOTH SIDES SLOTTED THRU COLUMN ° 3/d"� x �' H11JS 4" GAGE COPE AS REQUIRED . 4 • ° °. 4 °. p I FOR ERECTION l TYP) W2ix (2) SHOWN " (&) 143,".V A325 1/4" BOTH SIDES SLOTTED THRU COLUMN CONCRETE RETAINING WALL I W24x (2) SENT �'S" (&) 14". A325 1/4" (SEE DTL. ABOVE) 4 NOTE: PER DETAIL 6/64.1 I 5/16x4x3x1 -6 DOUBLE SHEAR SEE DETAIL l/64.1 d _° I W2�x (2) BENT EIS (1) 11. ,4325 " CONSUITING ° 4° FOR ADDITIONAL T5 COLUMN -SEE 5/16x4x3xl -9 DOUBLE SHEAR !/4 (SEE DTL. ABOVE) INFORMATION I PLAN 4 SCHEDULE ENGINEERS INC ° I *FOR PURPOSES OF USING THIS SCHEDULE UNLESS OTI-IERWISE NOTED, A GIRDER ' A a ........±.._,,,___±.._ Q SHALL BE REGARDED AS ANY SEAM SUPPORTING ONE OR MORE OTHER SEAM(6) OR COLUMN(S). 6969 S.W. HAMPTON STREET 2 4 TIGARD,OREGON 97223 (503)624-7005 FAX: 624-9770 SCALE: 1•=1'-0' X 51 SCALE: 1'=1'-0• SCALE: 1'=1'-¢s' S51 SCALE: 1'=l'-0" S51 05-T361 05-T361 05-T361 05-T361 • 745 NW 3 WAS FAX DR 383-7696 204 �D,OREE,ON '7770( CONCRETE SLAB ON METAL (5413$3-'!82$ FAX 383-7696 DECK PER PLAN (NO CONCRETE SLAB OR STUDS a6 I J '05-MI SIM. LOCATION) 11 I V 4 4 <'Aq ?4i , . a , ,. 4 , 3/1'0 3" inam. Al. d 4 " TYP. _ .._ = 1 = C PERMIT ....,'.e..' FLOOR DECK ■ 3/1(0 3 =,�, PER PLAN E ::N 1`1 . A ' A JOIST PER PLAN 4x4 W2.9xW2.9 WWF m '�' �� SCN D_ _�., - !} ii `.' <t/ �� R / 9`` 5 3 li ! ` 8 4, -- HSS BLOCKING METAL ROOF DECKING STL_ BEAM i� C!> PER DETAIL 1/55.1 SEE PLAN i m " " lo, fiE 5/16 x4 xLENGTH /PE R PLAN FE 5/16"x4"xLENGTI-I PLAN `'' = W/(X) 3/4 A325 BOLTS W/(X)34'1. A325 BOLTS ; SEE SCHEDULE BELOW (2) *5 CONY. a SEE SCHEDULE BELOW JOINT SEALANT -\V1 2 6 r-- r �' STEEL GIRDER SLAB ON GRADE *4 '� 18" O.C:--� . l SEE PLAN „j74z.. . -SEE PLAN FOR �„ ! STEEL BEAM REINFORCEMENT GONG. SLAB ,C 1 PER PLAN [ON MIL. DECK I I I (TYP) �} ors 4111111111111111111.11111Mir ANN 1111111111114111,.11•11111111111111111111•11111W 4 5/16 I I C� Floor Purlin Connection Schedule � «-�-,« IJ «.,91,= -- , I , : W.F. SEAM °♦ PER PLAN +a I I (�� PER PLAN Beam size Plate/Angle dimensions 1 # bolts t weld size JOIST-SEE PLAN DARTMOUTH SQUARE *4x4'-0” DOWELS '� NSS 21/2 x2x3/16 BLOCKING. Gl {:.4 W8x, WIOx 5/16"x4"x6' (2) 3/4'. A325 3/16" BOTH SIDES e 18" O.C. ;...3 ' ° 2 ALIGN BOTTOM FLUTE ,' OFFICE BUILDING o - 4111114 '' OF DECK W/ LOCKING �L� I WI2x, W14x 5/16"x4"x9' (3) 3/4'. A325 3/16" BOTH SIDES •j° ad _ I I e SEE DETAIL 6/54.1 FOR '/2" MAX. WI6x, W18x 5/16'x41x1'-0" (4) 3/4"W A325 3/16' BOTH SIDES MORE INFO ON WALL I W21x 5/16"x4"xl'-3" (5) -1/8". A325 3/16' BOTH SIDES W24x 5116"x4"xl'-6' (6) 1/5". A325 3/16" BOTH SIDES t OFFSET OPPOSING JOISTS TO CONNECTIONS PER I I OBTAIN ADEQUATE BEARING DETAIL 4/85.1 i TS COLUMN 11945 SW 70th AVE. W40x L 4x3x5/16x1'-9' (6) 1/8". A325 i/4' F.W. W/ 1'/2" RET. II AS REQ'D. NOTE: DO NOT PER PLAN TIGARD, OR 97223 OFFSET IF SPECIFIED IN THE THIS SCHEDULE SHALL APPL't' TO ALL FLOOR PURLINS, UNLESS OTHERWISE INDICATED BY SPECIFIC PLAN TO ALIGN. 1 DETAILS. WHERE A DEEPER MEMBER FRAMES INTO A SHALLOWER MEMBER, THE SECTION A CONNECTION SHALL BE BASED ON THE SHALLOWER MEMBER. 5 SCALE: 11=11-0" SCALE: 1"=1`-�' L11'S51 1'=1'-0'O-131 S51 C7) P�5-1`361 i>N,,,`,,,,,,s`�-.vim ,..v„*.::: F„,,,,,,,,,,,,,,,m,,,,,,,..:,,,,,,,,..w„�;v:..: CONCRETE 3/16 3” TYP. FLOOR DECK 3/16/3"\ PER PLAN C22:�6,r 1 : A �6" A .l au/NSS 2'/2x2x3/16 BLOCKING I-166 2��2x2x3/16 BLOCKING JOIST PER PLAN ■ BETWEEN FLOOR JOISTS l _ d dd. 4 a ° d 4 d ° p d MIL MIL I C2"66" 2 .6 A, A /MIL =1 ■M ;I M " � METAL DECK PER fE'/2"x5'x6' <Y1c) 1`1' ST CTU A NOT 6 2 i 3/16 3" REVISIONS 1111 I RR rall Illi 3J16>3 3/16 3' P RU R L E HSS 2'/ x2x3�f�, BLK'G FLOOR DECK PER 1/85.1 TYP " METAL DECK PER 1" MAX �' 1 PER PLAN REV15fON 1 10/10/0& 1/4 1 MAX STRUCTURAL NOTES �, ° d i a ' d° I---‘ = = /-1 .... misk A. f—t 1=r as = = = iiii 4 d 4 4 Z---- = <7= 1 1 It,/ !to, 7 47411%/711% I ill. .<> Clit ..-- ++r� 0 I! Oa I I 1 l 1 I I'QE PER PL AN S I - 1- �-,, 1 l‘i WF ROOF JOIST r PER PLAN ' NSS 2 1/2 x2x3/16 BLOCKING I 1E34 "xAS SHOWN -TYP. STEEL BEAM i ALIGN BOTTOM FLUTE --_°-f'--_- 1/4 , PM: FDA PER PLAN k CONNECTIONS 5 TYP_ OF DECK W/ FLOCKING 1/4 / PE: MJP/KEH I CONNECTION PER STEEL BEAM ` DETAIL 5/S5.1 SIM. / PER PLAN PER PLAN I I 7PCEORLUFmNLAN HSS STEEL JOB NO 053570 STEEL BEAM i STEEL SEAM ( I PER PLAN CONNECTION PER ,. l DATE: Ofi.19.0!6 DETAIL 5/55.1 --44--- PER PLAN 1=7 ( �, ROOF JOIST JOIST I I JOIST FILE: - PER PLAN OFFSET OPPOSING JSTS TO PER PLAN PER PLAN OBTAIN ADEQUATE BEARING II IF REQ'D. NOTE: DO NOT OFFSET IF SPECIFIED iN THE S5 . 1 _ � PLAN TO ALIGN_ Q l _ A A SECTION A A 1� ;; :U:I1 : NITON JOIST ON E SiDE ONL't' (in.... SCALE: 1'=1'-r' 551 SCALE: 1' 1'-0' FRAMING DETAILS 05-1`361 fay-1`31 ► lE 1/4"x3"x 18", /- WALL 51-1T1G M Y H R E - GROUP' 74)% CTYP CENTER ON PER ARCH a r c h i t e c t s _ 3/16> 6005162 54 STUDS JOIST L4x4x'/4 e 6'-0" 14 GA_ ANGLE CLIP BRICK VENEER lit4111/111 '0 16" O.C. 0_C. '5 IST 4 2ND (STIFFCLIP LB 600 PER ARCHITECT 106 SE Taylor Street,Suite 307 Portland,Oregon 0721, 6 005 1<0 2-5 4 t 603.236.6000 f 503.286.7600 www.myhregroup.00r BAY FROM OR APPROVED EQUAL) STUDS 5 16" O.C. '�P", 1 I- _ - _ =I = _ - PERIMETER p Y SEE DTL 15/55.2♦ SHEAR }E 3/ xASREQD SHEATNlNG PER ARCH � � - -------�-_-�-_-�-��°--_-;-_=-_--_-- (ALiGNED W/ 3 YS FOR MORE INFO FULL HT. SHEAR fE. SEE DETAIL �i /7- I BRACES) p W/ (2) /4 4> A325 BOLTS 5/55.1 FOR REMAINING CONN. INFO mommen i iii V I I TYP p OF 0 E! PLATE VOA!R ES BY % - •, " �" t,� { ( , COMPOSITE DECK �p pR AMP Ii 4. _ 3/16 / ;.A / '`i 3/16 4' 12' L' } CLR �F3`� lommin. 4 p LOCATION - SEE PLAN) �. •4 ° /p VENEER PER ARCH 'AA I / , „�, L-.er 1 BENT fiE i/4"x4" % APIA a ,milows,memi, adfalliAlIWIEMIIIIIIrs xro" LONGS, MITER 1J <TYP L4x4x'/2 VERT. MEMBER / I �• , OUTSIDE BEND 3/16V EA_ BRACE (APPROX 6'-0" / �� ' /�'� 3/16 AS REQ D FOR TYP. STIFF CLIP O.G.) PROVIDE 2" VERT_ 1 I '�a�'.:::..__::__._;::;_,�„ ., 1,4691 c.WELDING -TYP. (2) "5 CONT TYP. ISOMETRIC VIEW SLOTTED HOLE FOR i �� '��r . Ir+�/ .c‘ '� `�l FINISH PER /� - , f THREADED NELSON STUD 1 G : '- ��„4qf 25 '�. ARCHITECT f°-'� /°1 �+�i� ( " �� !► 1 ,� @, 3/4 4, NELSON CONNECTION BOTTOM r-_J I Rj DEO WINDOW 1-FADER PER r • . SCALE = 11/2".1'-0" ELEVATION ' 6005162-54 � i STUD -SEE PLAN % � '� I STUDS 5 16 O_G. I ...A i 11 ® I E:? 12-r31E-07 it i ` •i��i�.�i . '- 60(07150-54 RUNNER STIFFCLIP LB�asa 16` O.C. Ji �!" �� /,,,� 1 11 a EP. �* •a...... i a A ate.:.:-,.rir �� - /_ r !LL! TRACK (T:B) W/ (4) *12 SCREWS TO EA. STUD (2) H1LT1 X-EDNI FASTENERS % , ,_h11 ....,,-- "g ! . 3/16 r - ' r . s I r 7:' !� 3/16 I4"�12" ) BEAM PER PLAN k " n / I �, ! 3/ Y/4 V 2 66 ! 1 4j;çj � �: BK $ 6 x6 �+ ©.Y,f.►,�,�o ,0 , FFEER ,/ T/ / - -� / I i PERIMETER (ALIGNED , ��1 _ r 'i x5x5 ,� '� / L5x5x5/16 FOR VENEER i W/ BRACES) 3/10 , 4 {14. 0 SUPPORT WHERE OCCURS �►•►- i _ _ _ �, // SHEAR fie I , �� i STEEL PERM PER PLAN TYP x SEE NOTE BELOW SEE DETAIL }6/552 r ,/ i / k MN. (2) *6 SCREWS 1 �1 I 1/ - mot- EA. STUD (TYP.) ► ' ,�1 ! �- L4x4x'/4 BRACE W/ 3/4". A325 BOLTS EACH END ■ i S�/2 8 / r A /`If►. �►�,w C' r A CONT_ L5x5x4 / ® r / x_ �� / BRICK VENEER v i , , x�.. � � -ALIGN BRAG PER ARCH �.�./•-r. • CONT. N556x4x�4 HEADER . ;,i ANGLE TO HDR. Ta i 4 (/ 0 WALL SHT'G t FROELICH . /i/•aiii/iiiiiiaioiiiri� 4 STIFFENER H'_ PER P AANR JOIST 1/4 / BACK fiE igillr PER ARCH ^� ��'i EA. SHEAR lE a . _ 3/'4'x2" THREADED NELSON STUD 6005162-54 ' CONT. L4x4x'/4 TO 4 CONSULTING STUDS 16" O.C. 1>/ I STEEL BEAM SUPPORT VENEER 4 N W/ NUT IN VERT. SLOTTED HOLE i D //A I TYP. 6007150-54 RUNNER =� I PER PLAN CURTAIN WALL 1/4 V2"66"C (2) *S SCREWS STUD WALL BEYOND I�' TRACK (T4E3) STIFFENED LEG i L4x4x1/4 BRACE W/ 3/ '4' A325 16" O.C. (TYPJ 6005162-54 STUDS ASSEMBLY PER ,; a / BOLT . EA. END SPACED NOTE: ! 16/55.2 TO BE f i�**_ F,"-P" O_C_ MAX. SLOTTED HOLE IS TO ALLOW ADJUSTMENTS OF VENEER SUPPORT HEADER ALIGNED W/ EACH //A PRiOR TO CONSTRUCTION OF STUD WALL. WHEN 1-LEADER 15 LEVELED AFTER BRACE 5EE DETAIL 1 ION CONCRETE DECK IS POURED, WELD VERTICAL ANGLE AS DESGRII5ED ABOVE. NOTE: FOR CONNECTION -TYP. 6969 S.W. HAMPTON STREET ANGLE SHALL BEAR A MINIMUM ON 4" ON VENEER ON EITHER 510E OF * WELD ANGLE TO HEADER 4 BACK FE AFTER CONCRETE DECK 15 POURED 4 &i ,OREGON 97 3 (13:"2,/' , 14 15 HEADER IS LEVELED. 1� ! ' (503)624-7005 FAX: 624-9710 I THE oPEN LNG.SCALE: 11/2 1'-0' SCALE: 3'=1'-0' SCALE: 11=11-0' SCALE: i'=1'-0' 05-1361 05-1-361 L�J. 05-T361 05-1361 745 NW MT.WAR GTON DR Si E 004 BM),OREGON 97701 WALL S1-1T'Cx -- - ► i� -. (54'0 383-1828 FAX 383-7696 i I FLA6HING JOS°054361 NOTE: PER ARCH PER /`RGH L2Ii NOTE I FLASHING I Ii .2 ;600512-54 FOR REMAINING INFORMATIONN. 'r STUDS 16" O.C. FLA51-#LNG MI , , A H5S 2'/2x2x3/6 BLK'C, 5EE DETAIL 'OM I I PER ARCH SEE DTL 15/55.2 SHEAR 6E AND CONN. ' FOR MORE INFO 1/55.1 FOR ATTACHMENT TO WF BEAM WALL SHT G . i 5 PERMIT PER 16/55.2 F PER ARCH �/�� , fiE / x CONT BENT lE •/ 3 1.1i SHEAR lE ANCONN. ••4li S U B M TTAL STFFCLIP PER ' ■'= 3/16 / Y Y - DETAIL 15/55.2 �� COMPOSITE DECK j PER 16/55.2 2 �6 la �/ ��/ 2"e6" 0 1 x CONT . , PER PLAN SEE DETAIL 15/55.2 / ' tE /e, x CONT STIFFCLIP PER ji' 1 CLR BENT 1'_ DETAIL 15/552 ∎ lii ' FOR MORE INFO. _ _ BENT fE �/ 44 3/16 SEE DETAIL 16/55.2 .. 4 h # . 6._A 1 : 1 a e % I -..�.�, ,�wri a . r � . ■∎ I N I'/2" METAL DECK PER PLAN ANGLE ASSEMBLY � ' o /.��_ `�' ' % 4`` ) JVI2 i � x ., � 3/o ! * __.. - -- x..�� ! *'/?\ SEE DETAIL 16/55.2 .....�! /r41 ��;�;"� ��,• 5EE DETAIL 16/552 % 1 z ETAL DE K ANGLE ASSEMBLY _ TYP.j - ._ _. - _ ST lFFCL I1�' PER %*` ∎ lE TO * i FLOOR BAR JOIST PER PER PLAN FOR GONN_ TYP. ; DETAIL 1'5/55.2 3/16 / 3/16 ANGLE r i FOR ANGLE ASSEMBLY , F / ' liEl I %� i • DESIGN JOIST FOR A rt CONNECTION 74 1 } I. i , � t. 1/2 METAL DEC I ;' __ (� ! ROOF BAR JOIST PER �! PER PLAN ' 1000 Lk._ AXIAL �. , •:•�••�''� ,� , % i o 0 ili_/ / I PLAN (MANUF. SHALL % /i, (jj DESIGN JOIST FOR A p o o p- OF , COi"{PESSION LOAD / r 10m0 LB. AXIAL/16 T HAT CAN 6005162-54 STUDS %Ali_ 1 PER ARCHITECT / I � ii. _ ��•,••� -., r/' 4 \ 0 3E p TENSION OR S ■ TRANSFERRED FROM PER PLAN I ; COMPRESSION LOAD li '� > k A} _ I (a i 3/16 r7 THE BOTTOM CHORD d�..� , � THAT CAN BE # r TRANSFERRED FROM I� THRU THE WEF3S TO THE , ii pii-� /�•"�r• '�4x STIFFENER fiE TOE' CHORD) BRICK VENEER i ' I 0 ! i „Al 0 ! 3/16 SEE DETA1 /552 r; sir, TIENER fE TOP COD) DARTMOUTH SQUARE GONNEGTlONS I � I OOF JOIT 5EE DETAIL 16/55.2 i OFFICE BUILDING y ! _ WT 5.15x01-6" © C� PER PLAN FOR MEMBERS 4 �'��I / SHEAR 8? ' ! ,�'1 If __- d - CENTERED ON 44; p::i,�.., CONNECTIONS - ! i SEE DETAIL 16/55.2 i I - / , ' SEE A A, DETAIL _ " _ BAR JOIST ► / �� 'i - ,-..,,.-- -_ " !1:III.111JLq' 15/55.2 FOR MORE 1 SEE DETAIL !6/55.2 WT 5.15x0 -6 BRICK VENEER�,I (12 UNDER IST WEB % ` """"i i -- - Oa CENTERED ON A CN INFORMATION;s - JOINT FOR CONNECTION / l =_ -�� PER R�' :a % i I BAR JOIST / . ./ : 1 UNDER 157 WEB WALL 51-1T'G-/ ► x STEEL BAR JOIST . EQ_EQ ■ L. TYP � ' I "' A k - STIFFENER fE PER PLAN ! ; s - JOINT PER ARCH 3/16/ sill I , :r EA_ 51--1EAR STEEL SEAM PER PLAN ' I STEEL BEAM ! AN '/ � ____-.- EQ.EQ. 6005102-54 § � ! �/,�r, ® PER PL 3/16> <TYP STUDS 5 16 O.C. i 1 PER PLAN AM L4x4x'/4 BRACE W/ 3/4". 4,325 BOLT's EACH END :� STEEL BEAM PER PLAN '�'' 11945 SW 70#h AVE. STIFFENED LEG I , L4x4x1/4 BRACE W/ 3/4"4> A325 -ALIGN BRACE WITH EACH JOIST ///- W 4,55 M Y �� t:� L4x4x1/4 BRAGS W/ 3/4"4, A325 BOLTID EACH END E BL PER '�"' !IlltiaNZI BOLT g EA. END SPADED TIGARD, OR 97223 5EE DETAIL 16/55.2 FOR MEMBERS 5EE DETAIL 16/552 -ALIGN BRACE WITH EACH JOiST 16/55.2 TO 15E 6'-0" O.C. MAX. CONNECTIONS, TYP. FOR MEMBERS 8 ALIGNED W/ EACH I SEE DETAIL 16/552 FOR CONNECTION -TYP. CONNECTION -TYP. SEE DETAIL 16/55.2 FOR BRACE MEMBERS 4 CONNECTIONS, • A A TYP. '.1.6.-' , p 20 f 11 1 1 1 M M i M < �e ySCALE: 1 =1 -0 SCALE: 1 =1 -0 SCALE: 1 =1 -0 °SCALE: 1 =i -0 ,:::;::::;:ZZ°::':05-1361 05-T361 05-7361 05-1361 1'.e,,- Ys W ' "� Pct ,,/,,h FE / °xro"x4 FE . y�1�i$. 6"�3 e�11}g t NS54x4x'/4 . I CONNECTOR 3 x 2" Al IE i/4" CAP !E E I/2" KNIFE fE airmil 3I16 / f t 'r *3 CLEVIS W/ - r-- S „ --___.__ _.__ �:, ,�,,��/�,A 11/2"4) PIN "1 ! _` '/2 1 I �y� � `��- Min I 'l, '/4" STIFFENER fie EA. ,, 3/lb / J I SiDE OF BEAM WEB m r 1 / N...j,. -_ ._-.. -- - le, HSS CONNECTOR I 0 r 3/16 / REVISIONS ih 5/16 / 4'1 /,�', 1 % !_'.1 REVISION 1 10/10/06 1'/4". SOLID ROD W/ 1/4 V II. 1 I / ' 2 / THREADED ENDS • 'j A REVISION 2 10 31/06 I HSSSx4x1/ CONNECTOR f� *3 CL V16 W/ `,I I CENTER ON 4 KNIFED / I' "4' FIN 3' 3' VENEER �� I AROUND STIFFENER fE PER ARCH r CONNECTOR BEAM PER PLAN 5/16 ��1 A 1 EP/ FE '/2" KNIFE fE 3Y IL% NT AM 51M OC ENT lE PER 1 BE PER BE L C) ! PER DTL 21/55.2 ."' ' PER DTL 26/55.3 _/ PER DTL 21/55.2 - I,,,L METAL DECK ._._ 1/4N I/ METAL DECK i .11 PER PLAN / 1 PER PLAN PM: FDA i i ; i.� I ..� � ( NUTS: � i ! PE: MJP/KEN 11 I i ;I I DECK NOT SHOWN "- JOB NO:053570 GONT 2x2x'/4 TO 1 T _ ,, 011. BEAM_...,. - - - �� s %� i 1 4 DATE: 06.'19.06 SUPPORT DECK 1- �� I i BEAM *�� , 1/4 V BEAM _Al� ' PER PLAN FILE: PER PLAN PER PLAN / PER PLAN i , i PER PLAN 44 II COLUMN w A ! 6005162-54 I .► METAL DECK FIE '/2" CONT %// I \_PER PLAN 1/4 / VENEER PER %//, I 'D 16" O.C. BEAM 1/4 / '� _ _. PER PLAN BENT P P 3/g"x12"x4" ARCH PER PLAN GLAZING PER ARCH FLUSH IE TYP> 1/4> ■ 2(2)1 22 23 24 SCALE: 1'=11-01 SCALE: 1'■1'-0' SCALE: 1'■i'-0' 'SCALE: 1'=i'-0' F FrAM 1 N C� DETAILS 05-7361 �� 05-T361 05-T361 05-T361 • - f MYHRE - GROUP a r G h t t e c t s 105 SE Taylor Street:Suite 307 Portland,Oregon 97214 t 503.236.6000 f 503.236.7500 wwW.myhregroup.cam t M . g� eD 001 PRO i p /, 3/16 ;""r' _.... .‘i COLUMN 'f `t( 25 4\� PER PLAN I-1558x4xot �q l CONNECTOR q1�1 Dal% VENEER %//. 6006162-54 - — {---__ ' I EXF'IFIES 12-31-07 /BEAM TO BEAM PER ARCH a6 10" O.C. c AT FRONT OF I I/4 \CANOPY CONT L2x2x'/4 TO SUPPORT DECK (DECK NOT SHOWN) —_.... — — — HSS8x4x�/4 t I ©MYHRE GROUP ARCHITECTS -4. L METAL DECK I I THESE DRAWINGS ARE THE PROPERTY QF PER PLAN -----_--� MYHRE GROUP ARCHITECTS AND ARE NOT �+ TO BE REPRODUCED IN ANY MANNER,EXCEPT WITH THE PRIOR WRITTEN APPROVAL BEAM BEAM ;� ;I i -,,_ , COLUMN I I OF MYHRE GROUP ARCHITECTS. PER PLAN PER PLAN I/ « I ! } PER PLAN _ 1 FE d CAP fie 0 TYP �1 CONT L2x2x/4 I/4 i i BEAM uF LAN ; ■ SUORT fiE R 6 D(ANAL ROp SEE - - _...�, DTL 21/55.2 NOTE: SEAM BENT fie PER 1/4 V _ SEAM SEAM SECTION A A DECK NOT SHOWN PER PLAN DTL 21/55.2 fie 3i0"x12"x4" PER PLAN PER PLAN FROEUCH FLUSI-4 i w fa CONSULTING TYP> 1/4> I/4 A PER BEAM �'V PLAN �� i..A ENGINEERS INC 6969 2 MARE)OREGON TON STREET 25 27 �$ (503)624-7005 FAX: 624-9770 SCALE: 1'=1'-0' SCALE: 1'=1'-0' '=11-0* SCALE: 1 05-T361 .3 05-T361 •`� (d5-T3611 3 .411-0* ' 05-T361 •3 745 NW ME WASMMGTON DR ME 204 EM),OREGON 97701 `I (541)383-1828 FAX: 383-7696 / NOTE: fE 3/4"xiO"x10" EMBED fit'_ W/ I 4R 1�EMANING/INFORMATION. FCE JOB*05-1361 (4)3/4"� HEAPED STUDS �� a °- FLASHING (EMBED 12°) �� °4 a 4 ° '//� PER ARCH , - FA ! I PERMIT f v a � d i 1 I SUBM, S EE DETAIL 15/55.2 / fig x CDNT BENT 11:' d a s a d FOR MORE INFO r/ "N§ k 4 e- ° / .°. _ e ° a. a ,: �� SEE DETAIL a4 ° �._ 3/16 12'e12" J . 4 ° °d SEE DETAIL 16/55.2 1�/ METAL DECK ROOF JOIST 1/4 / , FOR ANGLE ASSEMBLY / �'� PER PLAN PER PLAN NC WALL« a , PER PLAN° CONNECTION �'; _ ° jr i i VENEER VENEER a d I ._.. ..® . . - PER AR %//. a =I PER ARCH e a :r ° gIII ° aa a 4 ° a I � COLUMN CONCRETE WALL ° a ° e 6005162-54 STUDS ��_ PER PLAN PER PLAN (REINF ° a III ° '�"�1 o► NOT SI-40U,�1� ° n m — a ° �� i � S. 'L E] SEE DETAIL �� a I= %//. i''' ( SEE DETAIL 10/S5.2 26/55.3 ► -� d a •-) a d a , j s I i= �� i ° a° BRICK VENEER o FOR CONNECTION r �. ° _I / a a ° ° PER ARCH. i, ;a as „= d � ; ° dd a d ° � 1 a .. 4 d BEAM 0 1/4 V <TYP ,, L I °d d° I ,� a j _ .�• "�e d- PER PLAN I(= i a l a DARTMOUTH SQUARE um r me a <TYF ! ' a (= E a j —�,.J....... OFFICE BUILDING 1/4 N 3 r 1 ; i 4 �c� WI E a a � RODF JofsT 1 4, 1 ° ° d V1 d I : V a ° a 4 V i PER PLAN _ __ a d (2) 3/”. A301 BOLTS fkA, p _I I �. i - ae. :.d a _�je �. ° e d oa n ° / (1) EA SIDE OF WEB) , . 4 a ° a ° ' // I a 4 o II— ° 4 e°. ° °°. a ! STEEL SEAM 1/4 Co ° d ' PER PLAN ' BEAM _I STEEL BEAM ° a _ % j :•_ PER PLAN PER PLAN 3, " « " %//. . _ « « %//. $ x10 x5 EMBED 1E W/ 3i :E FE $ x1Q� x5 EMBED lE W/ 'ti ; 11945 SW Toth AVE. (2) /s". HEADED STUDS (2) 5/a". HEADED STUDS (EMBED 0°) (EMBED 0") SEE DETAIL 16/55.2 TIGARD, OR 97223 FOR MEMBERS 4 CONNECTION -TYP. 29 3O 31 32 SCALE: 1'.1'-a," .3 SCALE: 1'=1'-Q' ' ' - 05-T361 _ .3 SCALE: 1 =1 -Q, SCALE: 1'=1'-(d' .:. m5 T 1 :V (d5-T361 z...:-z V =. � 05-T361 +' , i \tip`tom .,.,�, \\\V:'C i-TT�.}r, -,:__41 +.•�' .-.a:..�.^c4.•iii: ` -.a •ti l,,;. ._ NOTE: I SEE DETAILS 15/55.2 4 16/55.2 KNIFE e TO I FOR REMAINING INFORMATION. STIFFENER FE I I P.A...11 I (TYP.) >3/1e' I I ._, $ 4-455 VENEER HEADER A � � I 3/16 V [SEAM SLOTTED FOR ! KNIFE FE SEE DETAIL 15/S5.2 � SEE DTL 15/55.2 I FOR MORE INFO, , FOR MORE INFO CONNECTION PER ' - - - - - - 1 DETAIL 5/S5.1 Ill; i i r -4` ' ,« COMPOSITE DECK i �. 1 3/16 /4"e12" PER PLAN 1' CLR SEE DETAIL 16/55.2 PA I I I . °' 4 ° A I REVISIONS • I a 4 CONNECTION � MI A �`° a 4 ° �� HSS COLUMN r AA ' �;t� - --__�� — —.°a_ 111111 I� I I PER PLAN 1 REVISION 1 91�✓fQ>(o 0 ;r TYP>3/16 /' a I VA 1 6006162-54 STUDS RI +I � COMPOSITE DECK (2) 4'5 CONT /7-PER PLAN / i PER PLAN �I ' l 1 I SEE DETAIL 16/55.2 r d a° ° I �} 4 ^mod _� �'. , 3/16 Pr ' a " 3/16 2"e12" BRICK VENEER �� ' ;I FOR CONNECTION(ON i d 4 n. 3 u PER ARCH. I !______-..I ► /s STIFFENER i�' 3I16 /3 j •.. *..__. KNIFE fie 1/4"x31/21x6" , .,��-r°-- rAddl i Ir ' fie 5/>F, x CONT. SENT 'I —' 0 ..� .•�� 1x W/#4 x 2'-0" KNIFE fie TO BEARING CHANNEL rij ii I 1.1 �.1 (A-106) 6 IS' O.C. fie - GRIND FLUSH PER PLAN !; M t -,-.4. .�` ROOF JOIST �'" , • PER PLAN « " 1 PM: FDA i �' 3/16(/ 2 e12 H55 VENEER i 3 BEA �, ��,! ,,A, i PE: MJP/KEN C2) /�"m A30 BOLTS HEADER ,, I i pis i ie isirisi 4r�iii.._. "Or j ; (1) EA SIDE OF WEB) i JOB N0:053570 BEARING iE 1/2"x8" HSS COLUMN x AS REQ p % 6OOS162- 4 DATE: 06.19.06 ' ' PER PLAN 3/16 2'612" i STEEL SEAM 1 ____.L.__,_ ■ VENEER r-' � 6 10" O.C. /, '. PER PLAN E EER PER ///, STEEL BEAM FILE: PER ; PER PLAN BEAM 1/4 I ARCH ` Ii ! PER PLAN _ - I SECTION A—A SEE DETAIL 16/852 F S5 • 3 OR MEMBERS 4 CONNECTION -TYP. rii- A 3 A (i:_-_) Lt: SCALE:05-T361 1,=1'-0' 3 SCALE: 1'=1'-Q' SCALE: 1'=1'-f ' 05-T361 05-T361 '` SCALE:611 '1 FRAMING DETAILS MYHRE . GROUP a r C hits eta 106 SE Taylor Street,Suite 307 Portland.Oregon 97214 _ - t 603.236.6000 r 603.236.7600 www.myhregroup.00rn MEM r Air itpro (2) , 1-40RZ. BARS to TOP, 71. • . MR _____! IIII MID-HT.., 4 BOTTOM -q.4■ r At III d ---17-1---Fr/-COLUTIN MAY ,...‘''' ocil ..' /0 vo „ , / i. a al-to; CONTINUE ABOVE, SEE PLANS .1 -: , -2--;#1Delt1/41.0,v,4„. P.T. PROTECTION BOARD BY ARCH. . ---,,...-----7-------- .2- Ar.----- 39 MI/11111/P1 ,,,, 5/,''4) HILT KWIK BOLT H EXP. BOLT AS REO'D A A 63 24' O.G. STAGGER TOP 4 SOT. . r. NT fE 5/10"x 12"x0'-8" ri 65.4 ral raPilelur r IØ I !A 0° ---1 iv Ai 1,1,1 Z---,. N H55 4x4x1/4 PER % ic ' 25 ,A■ TYP. h. IL TYP_ A A i r Ao ,,,...., uiro A DECKING PER--- PLAN (3 BAYS)- ALIGN W/ BRACED rEXPFES12-31-07 3/16 I '44. r 3/16> *5 VERT. BARS 8" O.C. -:-..........11 ...W1-'014 ----"1-, hi, TYP PLAN FRAME 1/4 r (STAGGER AS SHOWN) •ji"-'411110 , f .....4. - -2r -a- '7' - _ ___ _, , ..._ .4__s _, ____ _ 141 a 4 - - - -4 a 4 A ' 4 I ......„....._ _ ....._ . ....,.._ _..„_ _ .„ - ___ _ I; - , ii . , A Preo _____Id ti,‘ -r - i tiessirme• , 1 -m- IN MYHRE GROUP ARCHITECTS I _______ 1111111 i I" CLR. 1 •-., 0 1 I I I !---".1111-4-rom THESE DRAWINGS ARE THE PROPERTY OF ..<>' CLR. -.'-,.. mort4 /MIA LA II ..pri RE.nipEORoDucUPpRARI0REDCHIINTECTANywRISTTIAAANDERApAREEzEN0pALTT OF MYHFIE GROUP ARCHITECTS. 11 0 0 i 1 II (0) 0 TIrdi IP#4 .ii-1 '0' o 7TYP (3) SENT fe 5/fi,"xAS 5' 0 •C) I i I \tri i 1 I 0- 4 STAGGER VERT. REINF. AS SHOWN 413/16> \SIDES SHOU,Nx,5* LONG BENT fE 5/16"x 12x0'-81 , 1 Ad CONT. *4 UNDEIR VENEER gi 11 -1%- NNN . I (4) CONT. .4 BARS- --"•''' --- . IIII Ta IN FOOTING \ ' - SHEAR tE 4 CONN_ TO WF E3LKG PER % .4. r ..40r / Air„r, Air e Ir AIr 1 11 ii, J - BENT E PER DETAIL PLAN Ma laal a Ata a a j 00111/1811 I / JOIST PER PLAN JOIST PER PLAN COLUMN 6 BRACED 1ROLLICH ., 1.1 °Dal FRAME PER F'LAN 111-7-11-1=-1 44 . ° r ASK A-0# ACK 4■ A' Ale 60 4tor 4 ONSULTING BAR JOIST BAR JOIST 111-=-IIIE NM PER PLAN PER PLAN -1117-71 44 4 4 111110., -11.. -_,E111E-111=1 . a- DOWELS TO MATCH 2 ,11=--111-it-illt-1111-=-1111=1-11111--=-111 -1 ' 4 - VERT. REINF. f % ,1-111-111-111-111-111-111-Filr ° <, ° 44 CO 1 HE 4' ° 4 4' ', 4 4 4 4 ° 1 [ -11 ENGINEERS INC . 4 , ,,, NOTE: cv CONNECT THE ROOF OR FLOOR DECK TO THE ANGLES PER STRUCTURAL 6969 S.W. HANPTON STREE1 -„ 4 y . . 4 A 4 TIGARD,OREGON 9'7223 37 \ 0 a- . 4 9 S 4 ° , . tot AMOK MINIM 1MM MINIM •■•■•• MINN AMMO ....., 4 4 39 NOTES ON SHEET 51.01. 40 (503)624-7005 FAX 624-9770 4 1 4 .4 4 . ifl 4 4 , SCALE: la=1`.-0a .4 „ , , :,.................... d 4 .....-......----.... SCALE: la=1I-0a . A SCALE: I'=11-0* A 05-1361 I 05-T361 05-T361 Erlf5EDDED STUDS ir:5:3°IiEG°N8153-::"4::738779ml:1 i 3" MID-SPAN OF JOIST e ..7 ..• 7 I ., 41-3" ,„4 i=t r=t in - C74 ' C3 4 1 EN SEE PLAN FCE Jae"05-T361 4 MR alla 4111111 am ma ma I. • / • v.0.... .4 0:- / ?. A i SCALE: la 2 la-0a .4 . ' 05-T361 VMS METAL STUD WALL 4 4 A 4 ... ATTACHMENT TO STEMWALL \--LOCATE HWS IN FLUTE 7=3C 945. 7.C, =IC =MS= 3.1773.71.17= .7, -„,„ 4 „, , PERMIT _ BRICK VENEER PER DETAIL 8/S4,1 FAR SIDE FROM JOIST ,t.-MIDSPAN ---,co-- PER ARCH r -,-... -,--'- SUBMITTAL .44 \ _..... rd FLOOR DECK .3/1& >3' SEE PLAN 14. CAP fe *4 CONT. NOTE: FINISHED GRADE OR ag,...., BEARING fE 34;."x6"x6" CAS--; *1 .c. 11/2 METAL DECK SEE DETAIL 8/56.1 EXTERIOR SLAB NOT E3Y VI (1-T--F) SEAMS) FOR ADDITIONAL F.C.E. SEE ARCH AND/OR 1 A ma r 1•1111/111110/110.111,//121,AMY ,A11!IIIIIIIIIIIIIIIIIIIIIIIW AIIIIIIMIIII1111611111111111111r.11111.11•••111111111111MI allININIIIIIII •• INFORMATION CIVIL DU/GS. _ 5/16 > Full'' 1111=11611.. MB 1111 11111 alla 4 lir: % SECTION A®A A , -74- -4 111=1119 117111=111 allii 1 II ImPull wl-Iv _ ____ ___ ___,_ • . , . ,,, ,,, „,„, z, 5/e,'Ox31/4" HUJS (QUANTITY ••••■AMMO 011•1111111 1111111•116 OWN '''A) 11 I II I "C>. PER PLAN) SPACED EmaEDIDED STUDS 147 EQUALLY ON JOIST. ALTERNATE SIDE. ., - .-'.----- SEE PLAN -:"-- alk -- 1 limmumani 1 1/4 V 21/2" 1-455 BLKG 7q III ! .4 : 4 1 / ' - /-4 . 44 4 BETWEEN JOISTS 0 4 41 0 ...C a I 11 / <7 4 9' 4 4 0 1 . ., 4 PER DETAIL 1/55.1 I • . 4 4 , . 3/16 In sem sof, a a 4 __ __ _ '-c‘l 1111 c. -1.- MIME maw 1 <, ____ _4 +.1 ...._,....„ _z_ -... CC1 1 ' 4 .7i = = = ..„... ........ - 1 ..,,, DARTMOUTH SQUARE N. . ' 3/1&r. OFFICE BUILDING ,,, "t) i . . 4 4 EMBED 1E 1/2"x1"x16" W/ (6) 111 P..)) I 4 '.. ., ,, z 3/4"0 x 1" 141.1J6 6 4" GAGE 74) CONCRETE RETAINING WALL CASE *2 FLOOR DECK _fic., C* 1 . , 4 PER DETAIL /64.1 4 .4 343" STIFFENER 1E _1/ \\\__ , I . .4 . (TYP GIRDERS) 5EE FLAN .._ v14.' 4 4 4 4 JOIST PER PLAN 4 A .. 4 • FLOOR JOIST PER ELAN i 3/16> • a , a CONCRETE RETAINING WALL 4 4 , .44 NOTE: PER DETAIL 6/64.1 4 <, 4 SHEAR fe 5/16"x AS SEE DETAIL I/55.1 4 11945 SW 70th AVE. REQ'D W/ ( ?) 1/51,0 FOR ADDITIONAL TIGARD, OR 97223 I-456 COLUMN I" CL . . SOLIS (KNIFE "AO'. INFORMATION PER FLAN THROUGH COLUMN) S0C5 A-TL3E6:1 11.1t-01 .4 ,S0NCO5TA-ETL:3 Ef6o:1 S 1'IM=1.1-00O1 N DITION EM3ED OCCURS CONC COLUMN. i S0C5A-TL3E6:1 II=11-01 (\145_31-1 , 5CALE: II=1j-e” 44 A 05-T361 0 i ' . REVISIONS ,Z , REVISION 1 I0/10/0& A RE vISION 2 10/31/0& PM: FDA PE: MJP/KEH JOB NO:053570 DATE: 06.19.06 _ FILE: _ , S5 . 4 A FRAMING DETAILS