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Plans B U P2009-00091/SIT2009-00009 TRIANGLE POINTE 13333 SW 68T" PKWY City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 July 28, 2009 ®� • RE: FIRST FLOOR ENHANCEMENT Project Information Building Permit: BUP2009-00091 Construction Type: 2A Address: 13333 SW 68th Pkwy. Occupancy Type: B Area: 104,778 Sq. Ft. Stories: 4 w/basement Name: Triangle Point Sprinkled: No The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2007 edition and the 2007 Oregon State Fire Code. This is a permit to enhance the first floor lobby area and site to make this building more attractive to potential tenants. It is an existing four story with basement, non sprinkled on the top four floors, and mechanical penthouse. There will be no occupancy given at completion of this permit. At completion the only exit that will comply with code will be the first floor main exit. This building was constructed under The UBC as a type 2-1 hour construction and will be considered a type 2A construction under The IBC. 1) All improvements made to the building shall be inspected prior to covering. 2) Make approved set of plans available for all inspections. 3) A total of 25% of the cost of the project shall go towards removing architectural barriers (accessibility). 4) All framing shall conform to accepted engineering standards. FIRE LIFE AND SAFETY/ GENERAL The main exterior door or doors are permitted to be equipped with key-operated locking devices from the egress side provided: 1. The locking device is readily distinguishable as locked, 2. A readily visible durable sign is posted on the egress side on or adjacent to the door stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. The sign shall be in letters 1 inch (25 mm) high on a contrasting background. Sec. 1008.1.8.3 All exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Sec. 1008.1.8 Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Sec. 1011.1 Exit signs shall be illuminated at all times and shall be provided with a second source of power that will provide 1 '/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. Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard-or.gov • TTY Relay: 503.684.2772 The means of egress shall be provided with illumination of not less than 1 foot candle at the floor level anytime the building is occupied. The means of egress illumination shall be provided with a second source of power in case of primary power loss. Amended Construction Documents: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in compliance with the approved construction documents shall be resubmitted for approval as an amended set of construction documents. OSSC 106.4 Work Commencing Before Permit Issuance: Any person who commences any work on a building or structure before obtaining the necessary permits shall be subject to an investigation fee equal to the permit fee that shall be in addition to the required permit fees. OSSC 108.4 Inspections: Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work shall remain accessible and exposed for inspection purposes until approved. Approval as a result of an inspection shall not be construed to be an approval of a violation of the provisions of this code or of other laws or ordinances of the jurisdiction. Inspections presuming to give authority to violate or cancel the provisions of this code or of other laws or ordinances of the jurisdiction shall not be valid. OSSC 109.1 Approval Required: Work shall not be done beyond the point indicated in each successive inspection without first obtaining the approval of the building official. The building official, upon notification, shall make the requested inspections and shall either indicate the portion of the construction that is satisfactory as completed, or notify the permit holder or his or her agent wherein the same fails to comply with this code. Any portions that do not comply shall be corrected and such portion shall not be covered or concealed until authorized by the building official. OSSC 109.6 Use and Occupancy: No building or structure shall be used or occupied, and no change in the existing character, use or occupancy classification of a building or structure or portion thereof shall be made until the building official has issued a certificate of occupancy for such change in character, use or occupancy, therefore, as provided herein. Issuance of a certificate of occupancy shall not be construed as an approval of a violation of the provisions of this code or of other ordinances of the jurisdiction. OSSC 110.1 American with Disabilities Act (ADA): It shall be the responsibility of the Architect, Engineer, Designer, Contractor, Owner and Lessee to research the applicability of the ADA requirements for the structure. The City of Tigard reviews the plans and inspects the structure only for compliance with Chapter 11 of the OSSC, which may not include all of the requirements of the ADA. Premises Identification: Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Respectfully, v, 1 an Nelson Senior Plans Examiner (503) 718-2436 dann @tigard-or.gov DEACON DEVELOPMENT GROUP RECE WED May 21, 2009 JUL 2 7 2009 City of Tigard CITE' TIGARD Community Development BUILDING DIVISION Building Permitting 13125 SW Hall Blvd. Tigard OR 97223 RE: 13333 SW 68th Parkway Sequencing of Building Improvements Deacon Development Group is submitting today for permit for site and building improvements for Triangle Pointe (formerly the Farmer's Insurance Building Regional ,ti;;,,;;,, Headquarters). C'V)41r Specifically, this scope of work includes improvements to the site and front entry, main lobby and 1st floor main restrooms. We wish to perform these improvements now, before improving the office space, so that we can market the building more effectively for future tenants. The building will not be occupied after this phase of work. We will be submitting for additional permits for the office space which will then trigger occupancy for the building and any improvements necessary for accessible paths to and within the office spaces. Once a floor is occupied, we will perform all fire and life safety upgrades for that floor including fire rated corridors, refuge areas, etc. We are excited to begin this project in the City of Tigard. We consider our building not only to be the gateway to Tigard, but to the Portland Metro area. We hope our planned renovations will reinforce this concept. Please contact me should you have any questions relating to our sequencing of the work at Triangle Pointe. Thank you, Kendra Howell Development Manager Cc: Scott Moore, GM Pete Snook, DDG Steve Deacon, DDG Doug Barbero, DDG DEACON DEVELOPMENT GROUP IMCE1VED July 25, 2009 3UL 2 1 2619 ap Dan Nelson CITOr rviG p City of Tigard v1LD1N0D1' Community Development Building Permitting 13125 SW Hall Blvd. Tigard OR 97223 RE: 13333 SW 68th Parkway Removal of ADA ramp at east courtyard Dan, 4. There is an ADA ramp shown at the east courtyard entrance on C2.2. Although shown on the plans, we do not intend to build this ramp, but will grade and make allowances for it in the future. This is a secondary entrance to the ground floor. The main entrance is through the main lobby and down the provided elevator and stairs. The egress of the building does not require this exit. It is intended to be a secondary entrance and amenity to any tenant who is located at the entry doors. During our plan review on Tuesday 7/21/09, you agreed that his is not a required accessible exit. We will not be building it in phase 1, and will only do so if the occupying tenant wishes to have a ramp. Attached is a revised accessibility worksheet. We are doing significant improvements to the parking, site entry and bathrooms which currently do not meet accessibility requirements. The deletion of this ramp still maintains a threshold of over 25% of work to be done to remove barriers. Please consider that the ramp is deleted from the plans or is a "future phase"during your review. Thank you, Kendra Howell Development Manager Barrier Removal Plan and estimate 5.20.09 TRIANGLE POdNTE Parking Provide new raised crosswalk from front of building parking field to building entry Note 3, C2.1 $ 11,200 Provide detectible warning, new sidewalks and accessible parking at new entry Note 6, A2.1 $ 6,500 Provide detectible warning and accessible parking at garden level entry Note 6, A2.1 $ 540 Restripe Parking for ADA compatibility $ 3,500 $ 21,740 Accessible Entrance Provide accessible stairs to main entry Note 8, C2.1 $ 15,000 Provide accessible ramp to main entry including handrails Note 17, C2.1 $ 12,500 New metal pipe handrail at existing stair Note 20, C2.1 $ 1,000 Remove exist. Vestibue(did not meet min depth $ 18,000 New Door 101 A w/new hardware/threshhold 2/A8.2 $ 3,500 $ 50,000 Accessible Route to Altered Area New doors and hardware in altered area, 103A, 105A, 109A, 110A, 111A Sched A9.1 $ 5,000 Compliant elevator call buttons $ 1,200 $ 6,200 A cceessble Restrooms Current restroom are not ADA compliant in heights, clearances, etc. Restrooms will be redesigned and expanded for compliance. A5.7 $ 60,000 $ 60,000 Accessible Telephones n/a, not provided Accessible Drinking Fountains n/a not provided Accessible elements such as storage and alarms n/a not provided TOTAL: $ 137,940 estimated improvements, not including OH/fee $ 500,000 28% c CO CC 01 a. 0 lit '-n) ":§fe kr\ '.r." i', ,ru ) i d� .. . 8D CO ' 4 ,. !i ,---- .. ; r�- !,---- fil „ ;,- , �_�:�:: � \` MAY . 2009 °o u, i .I�I In) I I i:::i. .._ .. i� } I� I + I� ?L'__._. ....____.__..-!� (1 1 {i I -.___._.__�___ _..._.-_.__. i t r. j 1', (;, 1,, il 1 )iii 7// 1 ,/i i„ ._ <<` Iii a crYc; s I ‘ li \.,.,\ I/ � 1 1.. e•-=-.=t �� is ;1 I:" ( ! (� \\ i ' i i �.-.-_ �i �•^',(,, i N >> ,,. i 1,, �� LTh i� �� ,� t ' 6-Lil �"' - �- -_-_=-_ .._. - ,; �� v'= - N iI „j'I -.__--...._..`--_==.__�. �,_._.__--____._...�.L �_2;:%- �--__ �- -/ , I i !i ..� ��.-, r 1�_ , _� 0).S. 1E62 i fit") e► -4' ._ ' Erns[ 1'/ ® gal ® 010 � � �, O - ® al v .. DEACON DEVELOPMENT GROUP . ...... .a.a $6,, CO 0 0 i t Client DEACON DEVELOPMENT GROUP �� 901 N.E. GLEAN SE � _ Q �� cif SUITE DEVELOPER CIVIL E NGINEER LANDSCAPE ARCHITECT FIRE PROTEC1ION 9 `Yy wnivE\ n P D, OR 97232 �a�t 3 � „ Hy DESIGN BUILD � . ` R sA DEACON DEVELOPMENT GROUP GROUP MACKENZIE GROUP MACKENZIE ,,Yrq�901 N.E. GLISAN ST. SUITE 100 1515 SE WATER AVE #100 1515 SE WATER AVE #100 TO BE SUBMITTED AS DEFERRED H� r s:. ALE PORTLAND, OR 97232 PORTLAND, OR. 97293 PORTLAND, OR. 97293 BUILDING PERMIT SUBMITTAL k �;g , _. . _..PHONE: 503 297-8791 PHONE: 503 224-9560 PHONE: 503 224--9560 P4 ' •C } C ) C ) aL FAX: (503) 297-8997 FAX: (503) 228-1285 FAX: (503) 228-1285 . -CONTACT: KENDRA HOWELL CONTACT: MATT BUTTS CONTACT: DAN JENKINS l- ' ' L E-MAIL: kendra.howell@deocon.corn E-MAIL: MBUTTS@GRPMACK.COM E-MAIL: DJENKINSOGRPMACK.COM "CI :. � 8�. PorwrM Bwd a as Q i s Beaverton ��` :C # C S RUCTURA GENERAL CONTRACTOR MECH ELEC PLUMBING Q AR H TL T T L ENG#NLER / / ,y G. „� Project M TRRNGiLE POINTE �` Mlwaukie BUILDING GROUP MACKENZIE GROUP MACKENZIE SD DEACON ENTERPRISES DESIGN BUILD ,Tigard 1. E#te a 1515 SE WATER AVE 100 1515 SE WATER AVE 100 901 NE GLISAN ST. SUITE 100 TO BE SUBMITTED AS DEFERRED a 13333 SW 68TH PKWY # # PORTLAND, OR 97232 BUILDING PERMIT SUBMITTAL t TIGiARD OR 97223 PORTLAND, 0R. 97293 PORTLAND, OR. 97293 s ,PHONE: (503) 224-9560 PHONE: (503) 224-9560 PHONE: (503) 297-8791 L _` w FAX: (503) 228-1285 FAX: (503) 228-1285 FAX: (503) 297-8997 ��n Lake Oswego Clackamas CONTACT: BOB THOMPSON, SCOTT MOORE CONTACT: TIM SCHWEITZER CONTACT: ANTHONY TRAPANI 'E-MAIL: BTHOMPSON@GRPMACK.COM E-MAIL: TSCHWEITZER@GRPMACK.COM E-MAIL: ANTHONY.TRAPANI@DEACON.COM SMOOREOGRPMACK.COM `"te�r Sword Exit LEGAL DESCRIPTION SYMBC�L.S AND REFERENCES SHLLT INDEX VICINITY MAP CITY OIL 71GARD NOT TO SCALE 2S101 DA00104 A _ • - Lr T ••• ►•i t-- T1.1 TITLE SHEET AND INDEX OF DRAWINGS Conditionally ApprO ..............DETAILS T1.2 CODE ANALYSIS � tpr:Foliow,�... ..f p �'i► Attirched... ......BUILDING SECTION KEY MARKS DETAIL REFERENCE MARKS-... SHEET I !'fir SHEET i ' 'e nik I+umbeii. i 1) CF` 1/i. SUB-CATEGORY SUB-CATEGORY Ad. . l �' y"CATEGORY CATEGORY C2.0 OVERALL SITE PLAN (PHASE 1) SITE INF RMATION . .4 ROOM NAME C2.1 ENLARGED SITE PLAN (PHASE 1) SECTION, ,la,, we.- C2.2 ENLARGED GRADING PLAN (PHASE 1) * REFER TO CIVIL DRAWINGS FOR SITE DATA�"� ROOM/SPACE IDENTIFICATION iot ® _FINIStt GROUP C8.1 SITE DETAILS (PHASE 1) CITY OF T!GARD SECTION KEY MARKS SHEET ROOM SUB-CATEGORY DOOR SYMBOL NUMBER ?O1� # A CATEGORY (AN WINDOW TYPE O DETAILS F4I I_ L2.1 LANDSCAPING PLAN (PHASE 1) Q ELEVATION KEY MARKS CQ� SHEET , � L3.1 FRONT ENTRY SITE PLAN (PHASE 1) BUILDING ADDRESS ;f�1•- -� �4~ SUB-CATEGORY MARK / ' > L3.2 FRONT ENTRY GRADING PLAN (PHASE 1) A,,z 12.x, ,� ',�,,,. ` C1)CATEGORY 'N REVISION DELTA L3.3 EAST ENTRY SITE PLAN (PHASE 1) t r►� r►*" o 1 ?al . L3.4 EAST ENTRY GRADING PLAN (PHASE 1)F 13333 SW 68TH PKWY L3.5 WEST SITE AND GRADING PLAN (PHASIC 1) TIGARD, OR 97223 . L4.1 FRONT ENTRY PLANTING PLAN (PHASE 1) .i i L4.2 EAST ENTRY PLANTING PLAN (PHASE 1)L4.3 WEST PLANTING PLAN (PHASE 1) \ • , �L8.1 DETAILS j�'''�'� ��11►► /� � �''�LR.i ^ETAILS PRICING K �1--1ASIN ;�, �: . fit ,L8.1 DETAILS , ~i t 0) r af�da Cdr , .ABBREVIATIONS F�� ti/�/1 it O� 111VI"il� t ! `� . ' /'� i rii,;4 „cr -.A ACCENT PAINT EIFS EXTERIOR INSULATION INFO INFORMATION R RADIUS PHA,SE 1 SHOO,DBE CED INTO qi;;, ,, 'AB ANCHOR BOLT FINISH SYSTEM INSUL INSULATION RAD RADIAL r►,V �� , s �„ � ....rr► �xd , ¢AC ASPHALTIC CONCRETE ELEY ELEVATION INT INTERIOR RBE ROOF BASE ELEVATION R IS NOT T!•E[�t't'EN1'TQ O(�L.Y AWARD OF TI1S ,� w ��• .%% �;ACT ACOUSTICAL CEILING TILE ELECT ELECTRICAL. RCP REFLECTED CEILING PLAN AO.1 OVERALL GARDEN FLOOR DEMO PLAN (PHASE 1) ` ``� 0 , .- TT ._/'~,. W ,� P�►WY i "'""r` `t ADJ ADJACENT/AD�ISTABLE EN EDGE NAIL JNT JOINT ,`' ,,` ! I/R f'''cle'' ''CC. D ROOF DRAIN A0.2 OVERALL FIRST FLOOR DEMO PLAN (PHASE 1) A SITEWORK SEE 1 1 FOR LOCATIONS : 'i `� .`` ��'ADA AMERICAN DISABILITY ACT ENGR ENGINEER JST JOIST REF REFERENCE /REFRIGERATOR ( )• ,9 �.�``�,�,`, 'Ci s ADD•L ADDITIONAL EO' EDGE O=PANS- REINF REINFORCING AO.3 OVERALL SECOND FLOOR DEMO PLAN (PHASE 2) 1. FRONT PARKING INCLUDING ALL LANDSCAPING, SITEWORK AND PARKING , �,� N. `� -�,__. �►PPRMJVEt!n,A S AEG ALUMINUM ENTRANCE GRILLE EPDM ETHYLENE PROPYLENE L ANGLE REQ•D REQUIRED / i INCGi111E UN-ATTAt'.RE'D! DIENE MONOMER LAM LAMINATE A0.4 OVERALL THIRD FLOOR DEMO PLAN (• HASE 2) LOT MODIFICATIONS AFF ABOVE FINISH FLOOR REV REVISION e S IFICA'TION BOOK i t ALT ALTERNATE EQ EQUAL LAV LAVATORY RF RESILIENT FLOORING AO.5 OVERALL FOURTH FLOOR DEMO PLAN (PHASE 2) 2. FRONT OF BUILDING, INCLUDING ALL LANDSCAPING, HARDSCAPING, AND e� 1 «�•- ETC EPO�y TRAFFIC COATING / !B LAG BOLT 1 GROUP MACKENZIE 2009 APPROX APPROXIMATE ETCI 'ERa LL LIVE LOAD RM RooM LANDSCAPE LIGHTING �, �•' GEOTECH R EP T © ALL RIGHTS RESERVED ARCH ARCHI7EC7(URAL) RO ROUGH OPENING A2.1 GARDEN FLOOR LOBB ' PLAN ( 'HASE 2) e-+ I r „�,,,MISC DOCUMEAiTS EW EAr.H WAY LLv LONG LEG VERTICAL 3. BACK OF BUILDING, INCLUDING ALL LAI�IDSCAPING, GRADING, PARKING Ex/bsxST EXISTING loNGIT LONGITUDINAL ROW RIGHT OF WAY A2 2 FIRST FLOOR LOBBY PLAN (PHASE i) THESE DRAWINGS ARE THE PROPERTY OF B/ BOTTOM OF LOT MODIFICATIONS 1 �. GROUP MACKENZIE AND ARE NOT TO BE BATT BATTLr7N INSULATION ' '� EXPANSION '� I U' !OW POINT SCHED SCHEDULE A2.3 SECOND FLOOR LOBBY PLAN AND VESTIBULE ROOF PLAN (PHASE 1) , r _ USED OR REPRODUCED IN ANY MANNER, BD BOARD EXT EXTERIOR LWC uGHTWEIGHT CONt�tETE SCM STRUCTURAL CLAY MASONRY A2,4 THIRD FLOOR LOBBY PLAN (PHASE 2) 4. BACK PARKING INCLUDING ALL LANDSCAPING -; ,. ,1 - ` WITHOUT PRIOR WRITTEN PERMISSION BTWN B' F/ FACE OF M MIRROR SQuAM S. MISC. SITEWORK INCLUDING CLEAN UP EXISTING LANDSCAPING AND PARKING -_ , ��= M , s BLDG BUILDING SHTG SHEATHING A2.5 FOJ,RTH FLOOR LOBBY PLAN (PHASE 2) PARKING LOT LIGHT UPGRADES BLK BLOCK FLAI BAR M/E/P PLUME MBI ICA!_RtE / R % ''i REVISIONS: FC FACE OF CURB oR P BL KG BLOCKING DRAIN MAS MASONRY SLEC SELF LEVELING EPDXY COATING A3.1 EXTERIOR ELEVATIONS (PHASE 1)BM BENCH MARK BEAM B. EXTERIOR IMPROVEMENTS: ~= , L �" °.�BN BOUNDARY NAIL FDc FIRE DEPARTMENT CONNECTION MAIL MATERIAL SI-V SHORT LEG �TI�• A3.2 EXTERIOR ELEVATIONS (PHASE 1) ; �� REVISIONS REVISION DELTA FE FIRE EXTINGUISHER MAX MAXIMUM SMS SHEET METAL SCREW 1. PAINT AND REPAIR BUILDING ENVELOPE ;. 5� THIS CLOSING DATE BOTT BOTTOM FFE FINISH FLT NATION MB MACHINE BOLT SP SPACE(DXS) A3.3 ENLARGED VESTIBULE ELEVATIONS AND SECTIONS (PHASE 1) BU j j UP T NG �� r '�° BRG Q BEARING PLATE MDF MEDIUM DENSITY FIBERBOARD sPEC(S) SPECIFICATION(S) 2. LD NG LIGH I _ BSMT BASEMENT FINISH(EO) MOO MEDIUM DENSITY OVERLAY sQ SQUARE A5.1 GARDEN FLOOR L088Y FINISH PLAN (PHASE ) 3. GARDEN LEVEL SKIN MODIFICATIONS INCLUDING BUILDING ENTRY FL FLUSH .i BTWN BETWEEN FLR FLOOR MECH MECHANICAL SS STAINLESS STEEL A5.2 FIRST FLOOR LOBBY FINISH PLAN (PHASE 1) MODIFICATIONS, BUILDING SKIN MODIFICATIONS NECESSARY FOR GRADING �, SUBJECT PROPERTY ' I 'FOC FACE OF CONCRETE MFD MANUFACTURED ST STONE '�CAB CABINET MFG MANUFACTURING STA PT STATION POINT A5.3 SECOND FLOOR LOBBY FINISH PLAN (PHASE 2) 4. 2ND-4TH FLOOR LOBBY GLAZING - - , CB CATCH BASIN FM FACTORY MUTUAL CI CAST IRON FN FIELD NAILING MFR MANUFACTURER STAGG STAGGERED A5.4 THIRD FLOOR LOBBY FINISH PLAN (PHASE 2) 5. EXTERIOR ART GLASS PANELS AT ENTRY, FLANKING 2ND-4TH LOBBY GLAZING . __ �',, L CJ CONTROL JOINT FIND FOUNDATION MGR ' MANAGER Sm STANDARD C. LEVEL 1 IMPROVEMENTS: �• ' `'' • •..........�.A5.5 FOURTH FLOOR LOBBY FINISH PLAN PHASE 2 in 41 CENTER LINE FOC FACE OF CONCRETE MH MAN HOLE STIFF STIFFENER A5.8 GARt7EN FLQQR TOILET ROOM PLANS ANt INT. ELEt/ATI(3NS PHASE 2 , ,� - I 1; ' 'FOF FACE OF FINISH MIN MINIMUM STL STEEL, ( ) CLNRG G FOiC FURNISH BY OWNER MISC M�Otis STRUCT STRUCTURAL A5.7 FIRST FLOOR TOILET ROOM PLANS AND INT. ELEVATIONS (PHASE 1) 1. VESTIBULE ADDITION, INCLUDING FINISHES AND ASSOCIATED MEP ‘` '''•••�eie,.•eeeei , ..,,•,.,.. I i i CMP CORRUGATED METAL PIPE INSTAL!. BY CONTRACTOR MK MARK SUSP SUSPENDED A5.8 5ECOND AND THIRD FLOOR TtJILET ROOM FLANS AND 2. LOBBY UPGRADE, INCLUDING FINISHES INCLUDING ELEVATOR AND ASSOCIATED MEP �.,,;,;,,,,,,,,,,, ,,�''�-',,,"'"';"'�/ FOM FACE OF MASONRY MLP METAL LINEAR PANEL CMU CONCRETE MASONRY UNIT Fos FACE OF' STUD MO MASONRY OPENING SVC SHEET VINYL COVED INT. ELEVATIONS (PHASE 2) 3. BATHROOMS, INCLUDING FINISHES AND ASSOCIA TED MEP �� .,, ,I„t,I„t ,, , , j ` ' cnR CENTER Fow FACE of wALL MP METAL PANEL TSB TOP AND BOTTOM � Hw, I�CO CLEAN OUT A5.9 FOURTH FLOOR TOILET ROOM PLANS AND INT`. ELEVATIONS PHASE 2 "'�`.v. K.,�, •==�T/ TOP OF ( ) ,„,,•, >, i s FS FAR SIDE MTL METAL MEP SYSTEMS , t�,,, "" � .Cot CO LIMN FEET,4OOr /FIRE TREATED TEMP TEMPERATURE / TEMPORARY A5.10 INTERIOR. ELEVATIONS (PHASE 2) SHEET TITLE COWCONCRETE FTG FOOTING NFPA NATIONAL FIRE THK THICKNESS) A5.11 INTERIOR ELEVATIONS (PHASE 1) 1. COPPER ROUGH IN AND TIE IN TO EXISTING SERVICE. RISER TO 4TH FLOOR u, `. ♦ t � K. . ON CONFERENCE FV FIELD VERIFY PROTECTION AGENCY TL TOTAL LOAD , ', 0. CONN CONNECTION FV FABRIC WALL COVERING NIC NOT PROTECTION CONTRACT TN 70E NAIL RESTROOMS AND WATER HEATER. HOSE BIB REPLACEMENT AT 1ST FLOOR �� ',,� •.�, ' TITLE SHEET CONST CONSTRUCTION NO./# NUMBER TO TOP OF A6.1 GARDEN FLOOR LOBBY REFLECTED CEILING PLAN (PHASE 2) LEVEL (2 RELOCATED TO NEW GARDEN LEVEL) ` .coN7 CONTINU0IS GA. GAUGE NOM NOMINAL TOF IOF � FOOTING ,'-�'•.'�'�: � AND INDEX CONTR CONTRACTOR GB GRAB BAR NR NON-RATED TOS TOP OF STEEL As.2 FIRST FLOOR LOBBY REFLECTED CEILING PLAN (PHASE 1) 2. ANY ADDITIONAL MEP WORK TO BE PURCHASED IN PHASE 1 IS T.B.D. \\ -,, '.,� •C R I A6.3 SECOND AND THIRD FLOOR LOBBY REFLECTED CEILING PLAN PHASE 2 '', t oR CORRUGATED{ON) GALV GALVANIZED NS NEAR SIDED) TOW TOP �' WALL ( ) I OF DRAWINGS COORD COORDINATE GEN FERAL NTE NOT TO EXCEED TRANSV TRANSVERSE A6.4 FOURTH FLOOR LOBBY REFLECTED CEILING PLAN (PHASE 2) ALLOWANCES TO INCLUDE, BUT NOT INCORPORATED IN DRAWINGS. ♦ E ji: CSP CONCRETE SEWER PIPE G B GLU-LAM BEAM NTS NOT TO SCALE TS TUBE STEEL CNTR CENTER GR GRADE TU TILT-UP $12,000 PARKING LOT LIGHTING UPGRADES ‘\ ;it I i 0 CRC CHEMICAL RESISTANT COATING GRD GRID ONLY 0/A OVERALL TYP TYPICAL A8.) EXTERIOR DETAILS (PHASE 1) $22,000 BUILDING UP LIGHTING ■ ` 'T k r CRFS CLEAN ROOM FLOOR SYSTEM GsA U.S. GENERAL SERVICES OC ON CENTER A8.2 EXTERIOR DETAILS (PHASE 1) $10,000 CLEAN UP EXISTING LANDSCAPING \ \ 'w�'-'- / CRGC CLEAN ROOM GRID CEILING ADMINISTRATION OD . OUTSIDE DIAMETER U/S UNDERSIDE A8.3 EXTERIOR DETAILS (PHASE 2) $25,000 ROOF REPAIR ■ / CRW CLEAN ROOM WALL GYP BD GYPSUM BOARD OH OPPOSITE HAND UC UNDER COUNTER A8 4 INTERIOR DETAILS (PHASE i ■♦ / CSK COUNTERSINK OHD OVERHEAD DOOR UL UNDERWRITERS LABORATORIES ) $45,000 GLAZING REPAIR ♦ L CSP CONCRETE SEWER PIPE He HOSE BIBB OPNG OPENING LINO UNLESS NOTED OTHERWISE A8.5 INTERIOR DETAILS (PHASE 1) Cw CONCRETE TERT WALL 0 USG UNITED STATES GYPSUM X25,000 MIS(, CONCRETE REPAIR CTOP COUNTERTOP HC HOLLOW CORE/HANDICAP OPP 0PP0 HOPE HIGH DENSITY POLYETHE.ENE /S OUTSIDE U/S UNDERSIDE A9.1 DOOR, GLAZING, AND FINISH SCHEDULE (PHASE 1) $25,000 FURNISHINGS OFFICE COPY NOR HEADER OSF/0/FAG'E OUTSIDE FACE A9.2 SPECIFICATIONS SHEET PHASE 1 d PITCHY.(NAILS) OSSC OREGON STRUCTURAL. ( ) HDWR HARDWARE BERT VERTICAL A9.3 SPECIFICATIONS SHEET (PHASE 1) D8A DEFORMED BAR ANCHOR SPECIALTY CODE HGR HANGER VEST VESTIBULE C ) DBL DOUBLE HMK HOLLOW METAL KNOCKDOWN 075 . OPEN TO STRUCTURE VET ' VINYL ENHANCED TILE • DET/DTL DETAIL HMR g4AL WELDED F�HASE 2 ti CrOPE OF WORK DF DRINKING FOUNTAIN / PARTICLE BOARD TAL w/ wrrtM BtlUET FOR PHASE 2 SCOPE OF VIA 51101�D►BE PROVIDED BUT WON'T BE A PART 14$ #TE AREA MAP DRAWN BY: JAP PDA POWDER DRIVEN ANCHORS DIA DIAMETER HR(S) HOUR(S) PJ PANE. JOINT W/CRC COATING W/CHEMICAL RESISTANCE OF 11-E INITIAL CONTRA(' DIAPH DIAPHRAGM HS HEADED STUD w/o WITHOUT 51.0 GENERAL STRUCTURAL NOTES (PHASE 1) NOT TO SCALE DIM DIMENSION HSB HIGH STRENGTH BOLT KB PARALLAM BEAM WB WOOD BASE S1.1 GENERAL STRUCTURAL DETAILS (PHASE 1) 1. ALL LOBBY AND RESTROOM WORK ON FLOORS G, 2, 3, AND 4 CHECKED BY: SJM HTG HEATING WC WATER CLOSET / WALL COVERING s � DL DEAD LOAD HYAC HEATING,, VENTILATION AND PL MB PLUMBING W S2.1 FOUNDATION AND FRAMING PLAN (PHASE 1) 2. ALL WORK IN TENANT AREAS ON ALL FLOORS g PPNL wF WIDE FLANGE BEAM S8.1 DETAILS (PHASE )) 3. ALL ELECTRICAL AND MECHANICAL UPGRADES NOT INCLUDED IN PHASE 1 AIR CoNDmoNINO SITE WORK PRICING AREA DiVISIONS HWS HEADED WELD STUD WM WATER HEATER SHEET DPFS DATA PROCESSING FLOOR SYSTEM PR PAIR 4. ACCESS CONTROL TO BUILDING WP WATER PROOF / WOOD PANELING DS gur IBC INTERNATIONAL BUILDING CODE P POUR S PEAR SQUARE FEET WATER RESISTANT 5. ADA IMPROVEMENTS REQUIRED FOR OCCUPANCY (HANDRAIL 0 EXTERIOR IFC INTERNATIONAL FIRE CODE ws WATER STOP / WLDED STUD FRONT PARKING L2 1 DG RAWING PSI POUNDS PER SQUARE INCH DEFERRED SUBMITTALS STAIRS CO® WINGS, HANDRAILS ATTACHED TO ALL INTERIOR STAIRS • rMC INTERNATIONAL MECHANICAL CODE WWF WELDED WIRE FABRIC GUARDRAIL AT 4TH FLOOR PARAPET, MODIFICATION TO THRESHOLDS (L3.1, L3.2) DWLS IPC INTERNATIONAL PLUMBING CODE PT PRESSURE / WWR WELDED WIRE MESH 2. FRONT BUILDING AREA L3.1, L3.2 EA/ EACH lo INSIDE DIMENSION PVC POLYVINYL CHLORIDE AT 4TH FLOOR. 3. BACK BUILDING AREA (L3.3, L3.4) I. INVERT ELEVATION 1. FIRE PROTECTION SYSTEM (DESIGN-BUILD). 4• BACK PARKING L2.1 T1.1 EF EACH FACE INSIDE FACE PVMT PAVEMENT ( ) 2. FIRE ALARM SYSTEM. 3. MECHANICAL (DESIGN-BUILD) 4. ELECTRICAL (DESIGN-BUILD) 5. LANDSCAPE IRRIGATION (DESIGN-BUILD) r 1 t JOB NO. 2080478.00 i 2 PHASE 1 PERMIT SEE- 5/8/2009 � � PROVIDE FIRE SPRINKLER PROTECTION FIELD VERIFY EXISTING EXIT STAIR g < w IN ACCORDANCE WITH NFPA 13 IN EXIT CONFORMS WI 44" EGRESS PATH W n 0) 0 01 ri DISCHARGE AREA. 1 W/ EMERGENCY BACK-UP POWER. ® •� �/EXR\� J ® .►',...._ ..._,, ............. .,......_ , N " , 0 ______ ....,,, ` ✓ `� �I j/ ice"*\\ •� -�`I �"` �- �/ ' ;\`,\ ,..I IN;� CEDE ANALYSIS i? g o 'o �^ �'�` / \Y)• \\ \ °�/ \ / \ j, l iii \ CSI L ANAI_Y$6 W 1�,� \`_ EXR \e _ y r,,, - ""�` , . = \ BASED ON THE 2007 OREGON STRUCTURAL SPECIALTY CODE. 0/ ,,,,„, /\ ir - , /►' : � — 21 p `\ / EXIT y4«v4 ��i El e, g�+ s rrrw r�„,� �/�n �, r �.� ,; i. �`� CONSTRUCTION TYPE: II-A �s 1 r +r► p� �� ';'� - , `. `' �. ,�yY�,,, , , ►' FIVE-STORY OFFICE BUILDING .� •� p�/ - . .; �/% x-r ., _ / FIRE PROTECTION: FIRST THRU FOURTH FLOORS ARE UNSPRINKLERED .,.� i t �! 1 � BASEMENT IS PROVIDED WITH AUTOMATIC SPRINKLER SYSTEM ['/ys''--'..."''..''',filk:\�' � p/ ., .,a'<j,rte; S r4 y J1\r/ •14144 w. ,r+!.y«fir , r / / -y« «�' ,' /f !'. _..' ',yob'. '44,/ _��. % �'T+ � � /. ,Iy7�q` — $:1." °;\Y �°EL 1 44 ,may;� l r� ,R r , l /rrk .'Mb s ♦�' .0 t... / �//� 'f/ g° ' , ‘ EXISTING OCCUPANCY: B OFFICE AND A-3 ASSEMBLY0 ® al .3 f il■•i• A � ,.. , y`�.��yq ��fj/�/`*' PROPQ�ED QGGt3PANGY: B - OFFICE (y� '` Q�j} 1 f . >a,".EC +2".``! "'!"'':, '�`' t � �j�ii/��3° Su.:: "`+<; ;e`; ,,I'" 1 i � •� L6 WM �.� �' d ��/// '" THE BUILDING AREA HAS BEEN CALCULATED BASED ON NONSEPARATED USES (SECTION 302.3.1). CIS CO 1 S } 1 - /i�j///�j��j/j jjj��j�//"f3/ C :- :‘/ * , o c N"' a ft; 1-2 ct ,�' \ i / AREA SQUARE FEET OCCUPANCY iit i 1 / �'. TOTAL G SF B 0 CO ..�..t I. In— i r 1 %It 9 22,414 \\)'a �� t 1 • \ 1 t 1 • �''"` TOTAL FIRST FLOOR 23,160 SF B s Client ,. '"' ' 1 , TO►rAL SE:C OND FLOOR 22,722 8F B DEACON DEVELOPMENT 40000 ik r 0 _ TORAL.7}�D FLOOR 22,722 SF B � r�x 4/ \ i AP �, - °- �``�°_ ''�` � "' ~ �" CONNECT-4,1."T...44" EGRESS PATH GROIN' N.E. GLEAN ST.'1%,....„ \ ,-�° \ ,,, f \ s.. .� "'''� ' TO T `'I' N 4 ' TOTAL F 1 FLOOR 13,,780 SF B SUITE 100 :r �, ,� \ 0 EXIS ING REMAi 4 �, EGRESS PATH W/"EMERGENCY OR 7232 ,`',, o ,9G' /f "\ ,� �' rho s BACK-UP POWER. `` TORAL BUILDING ARREA= 104,,TI8 SF B eamtgusamig 1 ‹) a" AX' :'; \ �,/d N."- , ►. .tom„ C�•• \\\\\ // kil N cl.‘ "" N iir,.. i , LEEND 's' z B OCCUPANCY. TYPE II-A CONSTRUCTION BUILDING FIRE RESISTIVE „ 'AGE+11.tNATlON (SECTION 1011 & 1006) `- ' "" �`" -------- B - OCCUPANCY AREA _---__- 5 111 _. _ _.... .- REQUIREMENTS TYPE II-A (TABLE 601) I I 1 I EXTERIOR/INTERIOR BEARING WALLS 1 HR REFER TO ELECTRICAL SHEETS AND SPECIFICATIONS I III ! I I a EXTERIOR NON-BEARING WALLS NR MOB I I a I INTERIOR NON-BEARING WALLS NR (SECTION 1008} t 1 1 li i EXISTING 2-HOUR RATED EXIT ENCLOSURE STRUCTURAL FRAME 1 HR DOOR RATING, SIZES, AND HARDWARE PROVIDED TO MEET CODE. Project I 1 i I 1 ROOF SUPPORTS 1 HR SEE INDIVIDUAL FLOOR PLANS AND SPECIFICATIONS. 'TRIANGLE POINTE i 1, I i FLOORS (711.3) 1 HR it EXISTING 2-HOUR RATED SHAFT ENCLOSURE i _ 1 STAHWAYB (SECTION 1009) BUILDING a " "' ' ' FIRE RESISTIVE RATING BASED ON FIRE - 1 11 I 1 STAIR WIDTH PROVIDED 48" MIN. CLEAR BETWEEN RAILS. \ t 1 SEPARATION TYPE IB, OCCUPANCY GROUP B (TABLE 602) 13333 SW 68TH PKWY a I % 44" EGRESS PATH W/ EMERGENCY BACK-UP > 30' ALL GROUPS 0 FOR STAIR WIDTH, ENCLOSURE, RISE, RUN, HEADROOM, AND ALL 1IKaARD, OR 97223 a 1 I � x COMPONENTS OF STAIR TO MEET SECTION 1009 - SEE INDIVIDUAL a l POWER. PROVIDE 1 F.C. AT WALKING SURFACE a I FLOOR PLANS AND SPECIFICATIONS. \ �I \ I MAXIMUM AREA OF EXTERIOR WALL OPENINGS • FIRE EXTINGUISHER \\ ; TABLE 704.8 MAAC (SECTION 1013) \l ■ " "` " '~"" '�', '~ / 0 / BUILDING WHOSE EXTERIOR BEARING WALL, EXTERIOR ALL ROOMS EXIT DIRECTLY INTO OPEN OFFICE, DIRECTLY INTO LOBBY, , , �` I�'1 EXIT LIGHT NONBEARING WALL AND EXTERIOR STRUCTURAL FRAME DIRECTLY INTO STAIR, OR DIRECTLY TO THE EXTERIOR. i.. MI \1/4,1 / \ i ARE REQUIRED TO BE FIRE-RESISTANCE RATED BUT PROVIDED WITH A FIRE SEPARATION DISTANCE GREATER Ittir, \ / / JEf#, � ._� '" / THAN 30 SHALL BE PERMITTED TO HAVE UNLIMITED (SECTION 1014 - TABLE 1014.1) �,� EXtT EXIT EXTERIOR �� 'y t�' UNPROTECTED OPENINGS. 0 ��# o \ �. , , �, SEE 1/T1.2, 2/T1.2, 3/T1.2 AND 4/T1.2 FOR MORE INFORMATION EXTENT OF 1—HR FIRE RATED STRUCTURE o/ NOTE: GROUND FLOOR A °� o BEAMS AND COLUMNS TO BE FIREPROOFED WTIH ., .J'` (SECTION 1003 — TABLE 1004.1.1 (SECTION 1015 — TABLE 1015.1)20,...,-4",,\\\\\\ FULLY SPRINKLERED °.� .., CEMENTITIOUS FIREPROOFING FOR 1--HOUR RATING °�,, ,,.- & TABLE 1005.1) OCCUPANCY B (UNSPRINKLERED) = 200' ° . `' "°` , .-..- ALL EXITS DISCHARGE AT THE GROUND LEVEL �" ~-.5 - _ .. - ---� -- �"_-�- -. .. ..w-m -. '- GARDEN LEVEL. E SITE PLANS- (SECTION 1023) ""ilk B OCCUPANCIES: OFFICES, TOILET ROOMS ETC. ONE EXIT SEE PLANS ABOVE FOR DISTANCE MEASURED. 4 0 lit° GARDEN LEVEL FLOOR PLAN 2 FIRST FLOOR PLAN REQUIRED PER SPACE. EXIT ACCESS MAY OCCUR THROUGH A ri.2 1- = 20'—on ONE INTERVENING ROOM. (OPEN OFFICE) --- OFFICE: 22,414 SF 100 OCC. =223 OCC. = TWO EXITS REQUIRED SEE (SECTION 1017)/ MIN. EXIT WIDTH = .15x 223 OCC. = 33.5" 1 HOUR FIRE RESISTANCE RATING REQUIRED. EXIT WIDTH PROVIDED = 6x36" = 216". 6 EXITS DIRECTLY — _—-------�- �.. TO THE EXTERIOR. — ,- �r °' "�� —` — mod-- ,�q� FIRST FLOOR �. (SECTION 1019) .-"-- �-.� f�- 7 N B OCCUPANCIES: OFFICES, TOILET ROOMS ETC. ONE EXIT 2 HOUR FIRE BARRIER REQUIRED FOR VERTICAL EXIT ENCLOSURES. �. ,.a �.. �,/ ,� REQUIRED PER SPACE. EXIT ACCESS MAY OCCUR THROUGH �' ONE INTERVENING ROOM. (OPEN OFFICE) FIRE BARRIER WALLS / STRUCTURE TO BE CONSTRUCTED IN ACCORDANCE �, .' . A• L \N WITH SECTION 706. SEE PLANS FOR EXTENT OF STRUCTURE TO BE PROTECTED. / . 11111 �'\, 1 \\ OFFICE: 23,160 SF/100 OCC. =231 OCC."= TWO EXITS REQUIRED ,% - 2x 231 OGC -- 3fi 5 PLUQ FD�IUL (T 1) ///A\\\\, .. .. ir... . v > ' MIN. EXIT WIDTH (TABLE 2902 /�r' /� � EXIT WIDTH PROVIDED = 5x36" = 180". 4 EXITS DIRECTLY # OF OCCUPANTS DETERMINED BY TABLE 29-A 1 47 �` ,,r �` A °�' ;7 I�. , \ TO THE EXTERIOR.4 r ,� 200 GROSS SQ. FT PER OCCUPANT < %� � � '" �.' GARDEN 414 S FT. 00 S FT PER OCCUPANT 113 OCCUPANTS k . \' . ..rr.�' _`f `°~ ,. j.r.�.� DE LEVEL 22, Q / 2 Q a P .,�. ., ;. .. ,. +,.,, SECOND FLOOR „, �. „ , `•, �, ,�,� s FIRST FLOOR 23,160 SQ. FT. / 200 SQ. FT PER OCCUPANT 116 OCCUPANTS / '� *yisr ♦'' L. E)QT �� sfffy�s.. '� ,�'�i, i',, % / ° ! r. �_ �i a SECOND FLOOR — 22 722 SQ. FT. 200 SQ. FT PER OCCUPANT = 114 OCCUPANTS ''” V. �" r♦ r• w �� + a• B OCCUPANCIES. OFFICES TOILET ROOMS ETC. ONE EXIT / w ,..,p/ tier 1 / a t l M ... c. 4 +..:.�... ,. .:.e •u. f:. FS 3 ♦ ♦ r 'wf - .� .te r. . t o ^J" — — �°' l.. s 1 v. , a t �f ybw. ab�w/1 „?; • r r .. r r t Y� THIRD FLOOR 22 722 SQ. FT. 200 SQ. FT PER OCCUPANT 114 OCCUPANTS �. J F. P� i t• ��, 3 .. • • a a a ��. REQUIRED PER SPACE. EXIT ACCESS MAY OCCUR THROUGH 11, A A r _ a•PI �b y 4 •� y•► � •. w� +�" .� s�b., � • • *Ow r • • �t :w� .............. ,a�, �► a ► .� ,r' .<�' � FOURTH FLOOR — 3 76 FT. 2 D S FT PER OCCUPANT — 69 OCCUPANTS '� ,4 y�► y.►♦� v:I� . +t «bb r" r ♦ r• i• • A ,�R rt ♦ t� 1� .. Q H L 1 , Q SQ. / 0 Q G I,bMA t .., * .r r• • ,� ♦ r. .... t -�a r +a ♦� .�' . ONE INTERVENING ROOM. OPEN OFFICE: �► « � �� ,� N. �:,�.�� „*y.•y, ••• rr�� ♦•• ,i••••• r.. : ��, .. lir�: �aa��•a, r+t ++a at;�`1►� ;�'`'��/'" ( ) � � d / ��. ;� ,. rr• ♦♦ r••7,rr r♦♦ r• � .t +rr ►irk�+18•14,11•4•64+ r� L, ,� , � / ,r.�-«" ,�f .. ,r ♦♦ •r �r ♦ ,, as 1111443/441***v k . /� ,,y« . , � ./ •, ♦ •• r♦r •r 1110111100 r •W., z' ar rr + a��., � ' a + .. ,sb ♦r ♦ ♦ �+ r♦ r ,a . t a +c , s ,�-ar . �s a oIr r rr r ♦ r ♦ i`r. ar a t r s „' \ .- ♦ r r a r i. ,„,....0.,,,....0.,,,,,,,•70,,,,..00.0,..........„ a r tr +a +r t+a�. +� 0 7 SF 100 OCG. = 0 -- ,� K. , .YF . <I r/ M ,1 •+ r r r to + r 0 . ., FFICE: 22, 22 / 228 CC. -- TWO EXITS REQUIRED REQUIRED PLUMBING FIXTURES � ,I� .I A�:. \ � y:�"'.,I ",104,000,11000400 r♦ ♦`� a'.♦ rr •• r,�a r♦ �,• t: � .�..w , ,� �'+ • ..�1 lYr l�1 rt t,� ��r � ,.�'t " � �'�r 1 � � !iI • ! r •/. r♦ �,• •. r�-.—� .:.,� -w,�' tt +t t•; +t +t ++ +a +rr —. � ♦ .�. • • �: � .r + a a .� r �� ,� r � �!_ MIN. EXIT WIDTH - .2x 228 OCC. = 45,6�.► ,' • ♦ • •• •. ♦ •♦ •• •t . � +i • . r +i j t • :.,at tom; a.t :,� 8 ,,� ,� • ♦r �•,.0♦ • • •• • • r;� +. r a ♦ +� r tt s, c , ♦ , + FIXTURES REQUIRED PER TABLE 29--A:w EXIT l.. t,. ♦♦ ♦• i� r•• ••�'� t?,i r♦ rrr ♦•� , .�., ..� .... I 41. •n�'1!'�1.�tt �. ��! rrA**** '4 aati oes to a+ b at �� " a „ r, 4:''''''' •. j J •♦ rr ♦M ♦ ♦ ••, �'� • r• �r + .� +�I., .� �♦ ++ to r gat t rt i _ _ �.ljh �� w � Yom. ,r...«EST EXIT ♦ r• rr {a ♦• r ♦r r♦•01 "'"If , 4r:rtt 11411: a+a:++tVid 4411 r a�11++184. 4 EXIT WIDTH PROVIDED 4x36 144 . 4 EXITS DIRECTLY ,, °F. l •• /"110110101401014011401014.10$01101600 i*� 0 , • • 0r ,. 01, ♦♦♦fir ..0••. Iota. ,t►rartri ;••::aa!+ta�a+a+t�'+i�>t �'ttaa+atik•• �.F � i � ppMlPl i •f• rrr r�;r rrr •• r• ,.• r •r �� .t rt 1111 as r�.� tar �'+t rr+a ��? ac;� �a +rr++at TO THE EXTERIOR. i ,r rr•,fr �•••�rr011O �,$1.111111401111♦• i' t ♦4 ar a+rr rrta+a ++r rt r a ,!iRa+ A tar rs. •r • r r - +k>" Etta+att+r t+r+a rt+ta +ttaat�a j�� r � a r r , 4000`.400 ♦ r 'fir "'��r� 3' ,,, ,t solo att j a+treso,taaaa+t►�,,, k1-weir*ar wires-ou rr r taco, 1 9 D A•110,°00 ♦ rrrr r , '''' �.,� .. t r a a +r a r � +t /N al ►+r / 50% FEMALE , , rv♦ r♦r •r• rrr rrr► -` Nrrr r is ar +a +r ``r+ a t++ +-alit THIRD FLOOR GARDEN LEVEL. ASSUMES 5090 MALE o .r ••: ♦ ♦ r♦ • tiar +iia+%rrr jt+olorPitarryvot4la rra��rov.'' s' %ft i i .,-� 1 .•��rrar rrr ♦r rrr r• � as to +r at 1111 ate., art ta+rt ttr�,i MALE = 4 (TWO WATER CLOSETS, TWO URINALS, TWO LAVATORIES} GROUP MACKENZIE 2009 +3�i•♦r•rrrr rrrr�r�►r arr " _. ._ �, ,tit t t'l at ti 1 art*<lad+t wi rasa jr+at+jaa — I 1 1 �'k;k11+rr♦••r •♦• ••r . rrt 1111 ti +�a a tr r " ► ,�,�,rrrrrrrrrrr•rrr� -- -- --� `` ,4 — l►rr+r"rir+rrtt+� tr a+rte +iarrteint B OCCUPANCIES. OFFICES, TOILET ROOMS ETC. ONE EXIT FEMALE — 4 (FOUR WATER CLOSETS, TWO LAVATORIES) ALL RIGHTS RESERVED 9 1 .!! 1 . -,rte rrr rrrrr►t♦ --� 't►t++r, .�+rt f+r 'a+ t+t rr trtr+r` +r �� + tk� r+ �+ +a t�. REQUIRED PER SPACE. EXIT ACCESS MAY OCCUR THROUGH THESE DRAWINGS ARE THE PROPERTY OF .rr■rr •♦ a,� r a . .rrr rrr rrr .- ++i arraaattt+�!ar►r. rr t+t ar a `' ► 1 ,+±' � ►'."'�!♦r•♦♦ ,•♦' 5,- NtrAratr+rtr+tt '�.+r r'ir+aatir' GROUP MACKENZIE AND ARE NOT TO BE *t,110010 r• � 4. •.ltralivirti+ttt oileverarr. ONE INTERVENING ROOM. (OPEN OFFICE) FIRST FLOOR. ASSUMES 50% MALE / 509 FEMALE N at rt r04sir +w- USED OR REPRODUCED IN ANY MANNER, err aka +1111 +try' aj�. re, = i • i \ -r < ,r at +t•.,- +t +a rr MALE -- 4 (TWO WATER CLOSETS, TWO URINALS, TWO LAVATORIES PROVIDED) WITHOUT PRIOR WRITTEN PERMISSION a a +t 1111,,.�t11444.tr�r r,s► 'f�:p; is ? OFFICE 22,722 SF/100 OCC. =228 OCC. = TWO EXITS REQUIRED FEMALE = 4 (FOUR WATER CLOSETS, TWO LAVATORIES PROVIDED) I 1 't iat,�a►trs MIN. EXIT WIDTH = .2x 45.6",.. ,. 4rrt1ttr r. l WI 228 OCC. = 45.fi REVISIONS: ,,, -- ~� .∎*.P \ I EXIT WIDTH PROVIDED = 5x36" = 144 . 4 EXITS DIRECTLY SECOND FLOOR: ASSUMES 50% MALE / 50% FEMALE .' \ TO THE EXTERIOR. �,F REVISION DELTA I MALE = 4 (TWO WATER CLOSETS, TWO URINALS, TWO LAVATORIES PROVIDED) Q 7 \ / �> I FEMALE = 4 (FOUR WATER CLOSETS, TWO LAVATORIES PROVIDED) 5-� CLOSING DATE '` 4 ° I \ • FOURTH FLOOR �o 2 ,r+r , \ B OCCUPANCIES: OFFICES, TOILET ROOMS ETC. ONE EXIT / 1 x IN PROGRESS \ c� \ (Iiii '"' A THIRD FLOOR: ASSUMES 5090 0 MALE 509' FEMALE. ��' \\, /A . \ / A \ ` _ REQUIRED PER SPACE. EXIT ACCESS MAY OCCUR THROUGH MALE = 4 (TWO WATER CLOSETS, TWO URINALS, TWO LAVATORIES PROVIDED) ' ' �,� 4,,,, �.<• I-I\ �/ \q ONE INTERVENING ROOM. (OPEN OFFICE) FEMALE = 4 (FOUR WATER CLOSETS, TWO LAVATORIES PROVIDED) , 1 �` 3' // ..-/// '' I `k \ OFFICE: 13,760 SF 100 OCC. =138 OCC. = TWO EXITS REQUIRED FOURTH FLOOR: ASSUMES 50% MALE I 50% FEMALE I ////,,,i4::::,::::„.. ix..:::-7...„.0( �o / 1 <1 ..-." \ _/ = " MALE = 2 (TWO WATER CLOSETS, TWO URINALS, TWO LAVATORIES PROVIDED) ' I N. �- ,d. MIN. EXIT WIDTH .2 x 138 OCC. 27.fi 9 �' EXIT WIDTH PROVIDED = 4x36" = 144". 4 EXITS DIRECTLY FEMALE = 2 (TWO WATER CLOSETS, TWO LAVATORIES PROVIDED)`°'°�- i O'L `' °" `°`m° I rp `� �°°-�. _ �- --- ""~° TO THE EXTERIOR.2 �`"— ---�..-—.....——. ...,.r..-.-.�- a �" -- .-.1—° I °'r�, i I .7 t 1 I S e a 4 I I SHEET TITLE: CODE ANALYSIS 1 ••._ 1 / \ I.: I/ \ t d if k I i \ I IL i \ / 0 � �� Ear / 0 i > t ,,, , ., / e 11'0'4 , \ �0,646f0, r# ; a.,. 1 �..�.. :0 0, € 1 `-. L` DRAWN BY: .. D ' o �f � 0fiff � e o o ---—...——_._.:--.— " CHECKED BY: �,.�M . o I I,. SHEET �,. .5, Q -. C9 ,N El) TYP. SECOND AND THIRD FLOOR PLAN (REFERENCE ONLY) P 4 FOURTH FLOOR PLAN (REFERENCE ONLY) c.,4 0 , r "=20'-0" T1.2 1"=20'—Or _. ,,, T I ,0 JOB NO. 2080478.00 a 8 PHASE 1 PERMIT SET— 5/8/2009 a, ,...0 oo o. Y. . . . . . . , U-1 Ps al ''.6c- Tid, a. 49 * .ate * NI A .._,,, 4, . z < :: : 0 L11.4 0) 0,.... 0 ... - _,......_ CD 11''... Uco 0 C,) —. 4 1 4 ';:i. .„.::1;:t•.:,,,,,o.'11;i3‘...:,:iiiiiii:. ., 1 , ....—.....-- , vt, _,„.- . , ::::.....::::;:i:::::, :::, < '7; 2 1°T4 (''''' ''''''''.°'''''' --' -.. ‘ y ^....., ■. \ .;;;:li:1;:, 0 C M a Cet) C g . V. N'N. ■ . . . Ce = 6:9 'CA tr, 05 \ \v N. '' \`� N �'.'' Client DEACON DEVELOPMENT 1 N. '�'~ moo, to GROUP Alr N. N N. `C \ \ 901 NE GUSAN St . 1 , °` �., „N, .N.N. ♦ AN.° t OR 97232 t 1 1 `.,,` Qt.�' , N. N. t 1 * °°, N. ~N. N. °~ t t N ° •<\ N. N N° \ \ .:f`iiiii:::: ‘N. '''.1 N. N N. \ \ 4::::::.:: • NNNNNN . , t 1 t °• w»�,..- ♦ t \ \\\.‘1::;:f.....:::::..:1.:::::::.:i!::.i.::: • �� \ Project t _, .�° t ' TRIANGLE POINTE j ‘ BUILDING I t :,,•. I 1 SW 68TH PKWY I 1 �' TIGARD, OR 97223 I I ,, �::.; 1 i i I r ,�' .s to /t t . • . tr if '.•`°• f 1 } ' ''. f~ j F I i , .. iii ,, t l f r I I 1 i \ . .■..... �. �� I j 1 1 ,�i :;:. , ,.. I 1 * \ :1ii:iii: \:::.,..1.,, ‘?:3 i .iillf■i:,. Pio GENERAL NOTES GRADING NOTES F �-- 1. ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS AND THE ,,f'/,, si41,,.., REFER TO SHEET C2.1 FOR G: ALL FINISH GRADES TO APPROXIMATE LEVELS .' ° ENLARGED SITE PLAN .. . \11 . • R • EQUIREMENTS OF THE CITY OF TIGARD, CLEAN WATER SERVICES (CWS), 1. 0 GH GR DI BRING A ,, ,o AND THE CURRENT AMERICAN PUBLIC WORKS ASSOCIATION STANDARDS FOR PUBLIC IN ICATED. WHERE GRADES ARE NOT OTHERWISE INDICATED, FINISH GRADES �,' q,Q i �,,It `� WORKS CONSTRUCTION. ARE TO BE THE SAME AS ADJACENT SIDEWALKS, CURBS, OR THE OBVIOUS V to. , GRADE OF ADJACENT STRUCTURE. GRADE TO UNIFORM LEVELS OR SLOPES . '`� ,r' ,. �0 �. •.• . \ d‘.. 2. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW BETWEEN POINTS WHERE GRADES ARE GIVEN. ROUND OFF SURFACES, AVOID •' , �0 �!' •Ai\EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE ABRUPT CHANGES IN LEVELS. ROUGH GRADE TO ALLOW FOR DEPTH OF '� , ,. �' r----„, „ 0 �_ PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE, SECTION, CONCRETE SLABS, WALKS, AND THEIR BASE COURSES. GRADE FOR PAVED • ` ° '4q f + . 1 JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. ALL LOCATIONS FOR DRIVES AND PAVED PARKING AREAS AS INDICATED AND SPECIFIED HEREIN, ,r' �fv ,r t f r...,,..... • "`' ,��: WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN THE AND PROVIDE FOR SURFACE DRAINAGE AS SHOWN, ALLOWING FOR THICKNESS ' .' , \�,,,,_ / ' i f , ��,,, ,.,.,,.... ��”' ""'""""'r` ' t% FIELD BEFORE BEGINNING CONSTRUCTION. EXISTING UNDERGROUND UTILITIES OF SURFACING MATERIAL. ' .' . i ' , LAYING WITHIN THE LIMITS OF EXCAVATION SHALL BE VERIFIED AS TO FINISH GRADING: AT•COMPLETION OF JOB AND AFTER BACKFILLING BY / f - �' r�'�` " 1 CONDITION, SIZE AND LOCATION BY UNCOVERING, PROVIDING SUCH IS OTHER CRAFTS HAS BEEN COMPLETED, REFILL AND COMPACT AREAS WHICH . i , `O iii i* PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH JURISDICTION BEFORE HAVE SETTLED OR ERODED TO BRING TO FINAL GRADES. % .' f / .-5��p ( '" JURISDICTION, BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER IF THERE ARE GRADING TOLERANCES: �,�''�, f / g�. �� t ANY DISCREPANCIES. ROUGH GRADE AT PAVED OR LANDSCAPED AREAS. ±0.1 FT. ' 'Ca � t FINISH GRADE PRIOR TO PLACING FINAL SURFACING: ±0.03 FT. ,V i r' ' p.R�'� 3. EFFECTIVE EROSION CONTROL IS REQUIRED, EROSION CONTROL DEVICES ,' l f ; , R�C1NC' r ID MAINTAIND TO MEET THE CWSREQUIREMENTS. 2. SITE TOPSOIL SHALL BE STOCKPILED DURING CONSTRUCTION AND USED .' , ' ' f' f P�' , THE GOVERNING JURISDICTION MAY, AT ANY TIME, ORDER CORRECTIVE ACTION FOR LANDSCAPING. ' ,, ; / ';:;;.:;.;:;.y..;n1 ; , 3 ; y "� k q4" ' ..IN,., AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. , ; -45,..::-:.:------ - �.. . •� ,:�,. ,,,,.. . - " 0 3. THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS :SHEET , f ! ':� � � " ; :_< ,,�.R� , •- .- �b d+ 4. EFFECTIVE DRAINAGE CONTROL IS REQUIRED DRAINAGE SHALL BE CONTROLLED IS BASED ON A SURVEY BY ZTec ENGINEERS INC AND IS SHOWN FOR ' K \;"• .� .' 1+ ......................... t,;M ..t�` Y a,s' �i� WITHIN THE WORK ¶ SPTY, AND RT '.RPIC THE RECEIVING SYSTEM ARE NOT ADVERSELY WITH HIS OWN RESOURCES PRIOR TO START OF ANY CONSTRUCTION. % ,.�' ° ; 7 r pY't ,.*b�;:; oc►x IMPACTED. THE GOVERNING JURISDICTION MAY, AT ANY TIME, ORDER CORRECTIVE ,. A ~' : 'i.:� �' .'f:r = ' ✓`�_' �0 ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. 4. CONTRACTOR TO COORDINATE GRADES AT ENTRANCE WITH ARCHITECTURAL •' ,, /1\ ".•, :•: �':. ':R ;, e' +�` :_ "4y �' '� '�ACTION AND STOPPAGE OF WORK TO ACCOM .PLANS PRIOR TO CONSTRUCTION. r'' ,�; •, .�_ :! �; ,,, VFW\ w ab t' s•. •t r 5. CONTRACTOR SHALL ADJUST ALL STRUCTURES IMPACTED BY CONSTRUCTION o '"� Ct = �'�'"' IMPROVEMENTS TO NEW FINISH GRADES. 5, 2% MAXIMUM SLOPE AT ALL HANDICAP PARKING SPACES. r � •�•'.7.:: * , ,f • «r.T M`: �' :71------ EXPIRES: 12/31/091 • 6. EXCAVATION: EXCAVATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS TO 6, 5% MAX SLOPE (EXCLUDING RAMPS) AT PEDESTRIAN SIDEWALK CONNECTIONS .: `T; ,►r , ,;0. "�' .'''` kg , � _.` `. _= I } AND BUILDING ENTRANCES. '�-' .� - *� - 4' 0 REQUIRED. ALLOW FOR FORM CLEARANCE AND BETWEEN PUBLIC R.O.W. A - , •.:w' - GROUP MACKENZIE 20.09 SIZES AND LEVELS SHOWN OR Q •COMPACTION OF REQUIRED BACKFILLING MATERIAL.• .~: �� ''' '" © ALL RIGHTS RESERVED FOR PROPER Q ,:• •• "� . `� , EXCAVATORS MUST COMPLY WITH O.R.S. 757.541 THROUGH 757.571; ' ` ' ''j i -�t " : ., ' � "" ,, tr THESE DRAWINGS ARE THE PROPERTY ON EXCAVATORS SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS ' ,' . • �? «„�. �> s': r GROUP MACKENZIE AND ARE NOT TO BE SEVENTY—T (72) HOURS (MINIMUM) PRIOR TO START OF WORK. DAMAGE TO ' ; ,,., � '' EXISTING RAMP t�` i USED OR REPRODUCED IN ANY MANNER, UTILITIES SHALL BE CORRECTED AT THE CONTRACTORS EXPENSE. (ONE CALL ` i ,;. ~:' .., M,••. TO B•E REMOVED '. a5` i WITHOUT PRIOR WRITTEN PERMISSION LOCATE UTILITY NOTIFICATION CENTER -- PORTLAND METRO AREA 246-6699, ,� : A .'," ••' . . E OREGON 696-4848, ALL OTHER AREAS 1-800--332--2344). ' / '' .. ° ` r' REVISIONS: 7. WHERE CONNECTING TO AN EXISTING PIPE, AND PRIOR TO ORDERING MATERIALS, �` �' ; ' ----- o THE CONTRACTOR SHALL EXPOSE THE END OF THE EXISTING PIPE VERIFY THE ' ' t a \ ' air �_� eQ REVISIONS REVISION DELTA t \ , EXISTING BUILDING - s� v.& CLOSING DATE OC:TION, SIZE, AND ELEVATION. NOTIFY ENGINEER OF ANY DISCREPANCIES. \ , ' ti ; FF ELEV = 220.03 a`; �o 1 1 ' z ', ; '1 : 23,306 SQ. FT. ` t.a.. -- •- 8. PROVIDE STRIPING AND CURB MODIFICATIONS AS NEEDED TO ALLOW FOR TWO—WAY \ ' ` `' -.�..�_ � \ � �� ma i., X IN PROGRESS TRAFFIC THROUGH PARKING LOT DRIVE AISLES WITHIN THE PHASE I BOUNDARY. N \ -T ;�;, �' '�� 9. REQUESTS BY THE CONTR CTOR FOR CHANGES TO THE PLANS MUST BE \ 1•,.�{{ !` N �- %Ø -1p - 11111 APPROVED BY THE ENGINEER. \• ' 1 1 aft" oimmiqk • 01** 4%\1444? N. 4 sis,.. N ,.. / / / .,,,,,,,,, i t. iv ' `� .r-^�`�.``. tip . • t I ,...._ 1 I• . )9/ 1 I f f ! . c?,s , ~` I / / J A,,9 ! r f , ~ -,,,,,,,o,: ;i. ii.,70 ,.W........_ illit ,;:kk,.. — SHEET TITLE: LEGEND SITE PARKING DATA r,> , , , , /?,..,, , , , ,, , , f f �...�. ! ! ! !�, OVERATE EXISTING PROPOSED f! / ; / :k, �' _ _ EXISTING PARKING TO REMAIN -- PHASE 1 133 r / / { i SITE PLAN/ , { f{ f ! { \ s !1 LIMITS OF AREA OF EXISTING PARKING TO BE REMOVED 151 ____ "�""` """` '"` DUE TO RE—STRIPING — PHASE 1 ; f' .~'; 14\ r PARKING MODIFICATIONS EXISTING PARKING BEYOND PHASE 1 155 { / J -�r \ �""it { ____ I PROPERTY LINE -- -------/----- \ �!' ,.r•,tt ,{ t ____ CATCH BASIN TOTAL EXISTING PARKING 539 t „„..e f i t NEW STANDARD SPACES TO BE RE—STRIPED 161 . �"''"'� ELEVATION CONTOUR 215' •,,.... I ••••••*• 'N t t 1, '' a,•-�' , y . ; •,. :..,. .... NEW COMPACT SPACES TO BE RE—STRIPED 0 CONCRETE SIDEWALK ,;r: : :.,:*•.:'::•: -'r,,...� ~wo""p. NEW DISABLED SPACES TO BE RE—STRIPED 8 • ASPHALT PAVING REPAIR s •;.': .>,•t t ,: .• �`I' "'`` _• �• , • °1S° •_ TOTAL NEW SPACES TO BE RE—STRIPED 169 111■0 .0► ' EXISTING TREE TO . . 1I'°°" 0, DRAWN BY: BDN BE SAVED 0 TOTAL PHASE 1 PARKING SPACES 302 amft,„,..` CHECKED BY: MWB EXISTING TREE TOE BE REMOVED • SITE LANDSCAPE DATA . SHEET • OVERALL SITE PLA TOTAL LANDSCAPE AREA TO BE REMOVED 486 SF 40 0 20 0 80 'I 60 fliN TOTAL LANDSCAPE AREA TO BE ADDED 1943 SF 0 ( IN FEET ) . NOTES i inch = 40 ft. 1 STANDARD PARKING STALL DIMENSIONS ARE 9'W X 16.5'L I ' CODE MINIMUM IS 9'W X 18.5'L WITH 3' BUMPER OVERHANG JOB NO. 2080478.00 MINOR MODIFICA11ON CONDITIONS REVISION -- 511812009 L J THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON HAS .,a 1 PERMIT TT- 5 8 200 THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY:ZTec ENGINEERS, INC. DATE:11-03-2008 208047800\CIVIl\47$C2.O.OWG BDN 05/18/09 14:44 1:40 • \ \ \ 1 ' )(I\ . co ..:.. ‘,..,,.. .,...:- cucP �' 1 # fa co.. C4. co„ 040 \.... ..*'''''....*\ 1 1 :::::::2.:::: I 1c- � qt' llr a' co 0 \ 1 ',:;:::.,:::-,,,..::: 41(<04" ' 1?3 , \o" ....,------'---7--------' CO(</ �l4.1 []. ��jl9p . �9;; • . . '� Y M R.r../Z j° ??á .0;7\ ,. ,,•• iii.. .Nil :7, Li.27 t ce sr ? 1 • \....5.....,\ I\) \• II 44244%1/44.44\ 114° 0 -----.\----- 1%61. R.--2.5'° 14: R-.--20' \ / .........----r,7"7:\116.9 . "' tiji II_ 1 29'19 Ce a ;4) 1,1: 1 Le g \ 11\3, at Altil) \ \ \ \ I 901 NE. GUSAN ST. / \\\\\_,___________ ir/ !\ �r' '�' `�" 1.45.9' • Client _.`""""""r"�.... DEACON 0 44 -1. \ 0 TYR 1 0 ta 1 0 714.\i". r f GRUP ENT\li \\ -I.70 . 0 ._..., 1 10.1.0`<\\; ' =2.5' CO ;'x` 32 ‘) I • MANGLE POINTE I BLAZING .....---41 1010104 10. ..'s •'' - ei 13333 Stif 6811-1 pKwy 11111.\'''''''..-' rr ili 0 0 t_... ' ".1141... / / 0 CB 1ir ic;ii.. rY� ..; �, r �, 3 ryp, s.35 yr N. 0 IIIK .32:92'; • it R--.5 lik 11-1-1,,,,, I- to 9 i "' O eiii Rm.-5' ./A14-"°",f,.::‘:.2§;05.':•:.:.:.�..!.J °� ,,� 126 4/ / / II <> x * .',.\:..\. �'.' 9 tp :It's. .'.. . ;., : . :,. .G • z. I proms-7,,-.7....-`•00i__„*. (A, \ ,,,,,. ' r A {mow • 1101118.0000.-it. CP VI , 0 ' .\ . . • •of ^• j'•S"Iry'• 0 CI,TYR \ 1 56, • • 0 rtt. 1 (10(9 N +�� / s • ;�, � fit`, A ��, � �` • 4 � � . III \ 1. ,• • . (I) 14.6g .,.> 6:x,6 t ''-0 1-;.' V \ \ 1 I <C> ; • . , � ' :4:47,4 j � 5723.\\. . \ R.....-5' r 6' ,.r,• -� � �'� � , -•� � � . ,0 TYP. 81•f \ 4.92 +' -- -- *:!!.t•►` • .'kg if 45.1 1 �� t 99 '<-;;),p j r_� y. •4,g•.."`'•+'+i•a s a;• E "A°�' •d,i'1�'.�:::;'� ;.•^"' t�• & I f `. . ..i?"�'�•. s a"s•G.,ttyki�r +d• •� taithC - - P,t sue", � �"" yit - -Iv •�, /r L ,; •+?x • .s sx` im,•• if 'Wr`_. 7R i.. �. •y +n-Y A 1 jJ�_�A�M�R �.r�' 'f`A;•+(.'w 1•2 '.'`,•' t Cl w: g� .� .e _..---- 0 Usi / "AMR '�✓ °r /P „/._..•w�' �{'e •.•0'r {,BFI `�i �'j i :;i +9 ,*^""'".• �r�� A e 1. STRIP s' . � i V / 0 IN LIEU OF TO BE REMOVED �' �, � • ,� ,... OP Gr?I�1r A VED SHA F '` LO SHALL BE SAND BLASTED . • ... 4, ,,,,.../ 2. EN OF ; • „, , , „:„. / I DS AL � ,�� ' .�' LN ACERB . t S CURB (FACE �' �,�`� � 0 cr\ SHALL y� yr d A WCU CLAN OR PERPENDICULAR,WI7y EXISTING , JOINT q r MA TCH,DG £ AND PLACE EXPANSION AS SHOW i i �41V R ANSION N • i i t i 44 \\\ A \ t z LEGEND __.______PROPOSED �°` t I PROPERTY �� '_. LINE 1. \ \ IlD Typ. (1 \ % PROPERTY STING LANDSCAPING '� - �° ' ,p° � �N N:1.1\3 �`` �-� EASEMENT 2• EXISTING CONCRETE TO BE REPLANTED, S \ , CR£7E CROSS EE LANDSCAPE ,°# f' �"'\� 22003 '� R-5 WALK 70 CAPE pLgN � � r � � � �i cA7CH BgSIN y.� �`�,�3• pXISTING REMAIN \ �. g --_.._ • PROVIDE SAW CRETE CROSSWALK � �� ' � SQ. TYP,\ % 70 f . `� t E� RQ . . ';cfL: :;T::: _NW STAND G P£R DE osSWALK C$.1 :,:ARD pqR TAIL 3 , SEE DE KING Sp /C$,1• Mq T TAIL 7 C \NEW ACE TO CH EXI / 8.1 ' • -HANDIC BE R£_ STING t •AP PARKING Sp STRIPED, 7E ,• GRADE f �, , 6.85 �v>, 03 7. NEW HA ACE 70 B£ WHITE 4 PAINT ��. 1/1.41// /////1 j �' �� '�� ,, _I SEE ND CSD q E t �, � � �,� •`�.,,�., ��::;<��R�` �" `-� ' �` ° '��` '�v SE£ NOTE I A �` �' �` ' ��• �' � � D TAIL )2 LK RAMP wlrH 7 ' SEE DETAILS IO_ ' � r � � '��,��' �gXIS7ING /C$,a � g0 f , 1 / R£Mp TREE TO $, RUNCq 11/C81 V£. ,� ,� EXpL .V£D NE TED � ,� �. � ES.� CoNCR£TE ST DOME TEX7UR �� 1' ,� �' 1� �� „ ' � * rYp 12,x►, •AIR £: CONCRETE NEW LANDS WITH HANDRAIL, S ff ,� ♦ *`,4.c CURB APE I ELAN littilliti GROUP r*Y�,.yF 1 p C SLAND WIT £ DSCAPE PL t "'."i'� Ac AC c�NZ E o• N H N ANS r , ., t RIG Cl9 S NEW CONCRETE £W CO . , RIGHTS RESERVED C(1 R R t f z-. THESE D ERVEp SA T LINE ------_.._ .�_ ? NC £TE SIDEWALK PER CONCRETE CURB, SEE , {� �` f :, �: ;r, ;: GROUP DRAWINGS ARE THE P -- 9. EX ER DE DETAIL : i _ _ 1jON STPARKI TA L 6/c$. ,{ r f ,• : _ USED OR REPRODUCED AND ARE No Y OF WITHOUT PR/OR IN ANY MANNER BE r N CONCRETE PARKING STRIPING r , , _. WRITTEN PERMISSION ER, ' �' ' SIDE *, "'"---- � r � , � (10) WALK ., ---- ?2. EXISTING qD 0 REMAIN ,A;:;Lp;RNDD:TE, I;:8 f' 6 ; : n; yp.13, qp TA �' �� .�' � > iiT\00.itio...,..,:ilerft ',f: ,� �. R VISIC}N ...[...____I 0 X' AS IDENTIFIED WALL 70 BE R �d S EMOVD �, °I � �� =s.stonrs 4• C NCR D£ L AN ACCESSIBLE r j d' .� EVISI 0 C {� ` ° . a rIS CLOSING A :Ta SIBLE N � E £TE CURB �/C$.1 SIG .� � :,,.,.,',..,1:� �15. 6" WHEEL S7pp p �� ' , I _ ..,M_CONC £R OErg �' ° T YP , •5 BETE VERTICgL C IL 4/C$.1 (� ,' , I, { "` < , :' TYP AWCUT ER D£7 f f "` ./ EXIS7I AIL ::: :sLOP MEN7 � f ,� ::.r� 0 E PAVING AND CONS? N N. STORM IN VING r .,,a , . t..F I SEE DETAILS PROVIDE POSITIVE 7 NEW PAVING T ILS 9 AND 3/C8.1. DRAINAGE Mq TeH EXI � � � � va 17. NEW CONCRETE T£ TOW S7I :n:: 0 / -----.....--„,_____--______ RAMP TOWARD E NG f a8' CURB TAPE WITH HANDRAIL: SE XiS7ING , 1 � �` \ ky ryp• �4 ... / 19 R PER DETAIL 15/C8.1. £ LANDSCAPE PLANS. ° �R` ' ,� �` ..; . % \ REMOVE S �``�. ► EE / f'y � �. a, xISI7NG p NOTE - --- URROU PARKING 2 ABOVE. � r •• �• LADING LANDSCAPING SIGNS AND p0 �` `� 20. INSTALL G TO MA 7CH POSTS. REGRAO �` r °` _' NEW HANDRAIL ADJACENT GRADES.E ' ,' t r �---��--� �_ SHEET TIT \ _ YP, LE. , 1\ C _74 % • ON EXISTING .. , lix �- STAIR 7.12\ a,,5' ENLARQE SEE DETAIL 14/cs, �- D SITE PLAN \ , / % 41) //)�, T yP, \ , THE SURVEY of VEY INFQRMATIpN SHOWN AS THIS SHEET IS SHOWN SURVEY$y. WN FOR REFERENCE BACKGROUND SCREEN ON Tic ENGINEERS, ONLY AND IS BA S, INC. DA TE: 03-2408 ,41441k4 ENLARGED SITE 20 ►N X .......\- \l,..„------1---..* ....„....C...........) j 0 10 20 40 I `"� -•�-"'"' , DRAWN BY: BON '�•..." 8O IN FEET ) C2a 1 CHECKED BY: M WB 1 inch 20 ft. sHE�r P ON tIOB N0, �� 20$ 7` _ s. E T 8 20► C�9 208047800\CIWL\47SC2.1•DWG SON 05/07/„*.,......„..... 09 30:2$ t:20 , C 4 .ate. y"''� f /n1 °�v ifaii °T._ f; MI • :4 '44 ' 0 irs4 ...... ... m co 041 .1)A \\\\\\ . ' . lii: • , ,...., \-2) Z ' 7/ 0 < C =II . . \ " - ... . \ . • • A - • \ ..---- . . . A4. ,c1,4•\I ..: ' 44 ' * . ' A: 's. '. *'11):-: ,-‘ ./1/*''''--1 \, -. Se t itk..10. . ' iiiii4 iv, ,A4, , , . \ . ''' • .. * I'. . • . .. -41r° • 4 . 3 0) . ,, . 4 , CO : 6.4 t 0) . U t:24 C = g 2 v - ..0 • • . ' IN -b.. . 4 ‘• 0 116 co 4 q • �:, 1 j \\ .e acs 4-+ tut_ aeas ' 216.52 TC '' , i 4L.:61- & ° rto 216.02 BC �■ Irr� "� `� ® � ' • - :�' �i ROOF DRAIN C:� \ OUTLET, SEE u LANDSCAPE '' °�°• to C C 217.05 TC ' . \� �, %%� PLANS 111011°. _`;= ;. ; • r L. ,,„N\ ai . -....4orik • '111104:7 rill,.-.°'' \ �\ Client • • -1 0 ' ) )'''4 r \ ••. . g DEAt�N CAE=VELLOPMENT• ,-, ,,,\. A ' ' J.-4', 'IN.: * • * 711"1"°11.4 7. • a PEP , �� s: ,�. ` OUP• N::: iP' . A P 0\001(1") '�BC ER o�� ° ; ► . . -- ��, SUtTE 100 $-...:. itai\ ..-::.,......,--- pg `�..._.,.. \\• ;;.:' \ . , OR 9x232•�/'� 215.9° I:LI ______ ; i �►' ill 4004 . ----- ....„...„.. i i -Pr `■■•, 4 <C\\ :?* \ 1 I 44► :::� L 1 r �. ,: :" ��► 6" PVC STORM PIPE ° i\X:/ 4 .., ii C� 2� MIN SLOPE. M '(q )1111;0 0 . .... '' :'.. REFER TO ARCH SSDNfi CONNECTION TO R . c\/ / / _.... 7• _ f 1 6" PERFO(EDFOUNDATION [ 0 ) �� g' 0,\ DRAIN PI / / 'EXISTING AIN SYSTEM. SEE .fl / Project ,�..,► � � �_�� .. • .� •• • � A '' c DETAIL 16 C8.1. I / '"�'�''�" " .< '� .. �•�.,. \ CONTRAC OR TO FIELD VERIFY � / TRIANGLE POINTS 0 of of.......tr.. 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'*`■ \ OJej Si. ,,%, cio 4t) r I -.. \ OREGON / i 15+.1 \CI ....,,,,.....- ■ EXPIRES: 12/31/09 0 GROUP MACKENZIE 2009\ • ,� �► , I'f 210 �f T f+� �♦� DRAG�. 1 D ARE NOT TBE �i ` USED OR REPRODUCED ANER` \ +� '+ ; : L;;; : :::: / f�"`~ 2r� :. i '•�, / �� \ 2 N REVISIONS: •2. ELEVTIONS WITHIN "' 1 \ •.•.;,, N :. o '' f ,, 6" PERFORATED FOUNDATION - . :: • v,F REVISIONS REVISION DELTA ' 2r CONNECT TO i \\*\4*.': `D w w IES CLOSING DATE f/° ' ¢ ` DRAIN PIPE, "° .: . ,ro' ►, /f r, EXISTING DRAIN SYSTEM. i t� •, r • %• d Q % CONTRACTOR TO FIELD VERIFY 0 % •. ' ► f r! J 0 a LOCATION AND DEPTH OF : ' : :.• ,.\ \ /� ii Z16./ 2rs =' EXISTING PIPE. •/ ' 0 -,, % ‘.. • \ 1 / / LEGEND d / „, 11 IP , % EXISTING PROPOSED r / d/ ,! �% �.: : \, ... i / / / / / % ‘-.• ...\ PROPERTY LINE < ` / / PROPERTY EASEMENT d` . 0 10 i I 1 r t/ d , f/ .r. SHEET TITLE. CATCH BASIN / ,/ .� , :, ENLARGED d GRADING PLAN 210 210 d' /d // ,// . CONTOUR ,/ / / / d d / EXISTING TREE TO d / / ` ; tJ // / / ' +� - d BE SAVED }/ d/ dj /' / / . ilk • EXISTING TREE TO / ,/ � \' ••.:;. : 1 BE REMOVED / , •fir CONCRETE CURB 'f /` '' • . . , / \'. : - •SAWCUT LINE \. 10. ' •:2. CONCRETE SIDEWALK •* " " • <`°L:: ; Y' :: :� ' ' .,... - . .. . , ( _: �, DRAWN BY: BDN J21O.00 ( �� ~ g ' ?ENS aA t ~`1 °N.\, #, ° / CHECKED BY MWB TC: TOP OF CURB °�- ; ' t , BC: BOTTOM OF CURB N. L ` N. \ , / ' SHEET•ii.. 1 s: I ,...„. , ..., ....-- -., _ ,,,, / ...,,. 1 „, , \ ill re-s) ..„..., ,_ ‘ , ...„.............. _ - ..., , (iii,g114410 ENLARGED GRADING PLAN �, �� \ -� `i ilP\1040 ` .-1s - .� tt ts�\ \2 C" --' <,t tE N � t. t ( IN FEET ) - ". tsti tt s e 1 JOB N0. 1 inch = 10 ft. , 2080478.00 ! t THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON PHASE 1 PERMIT SEE- 5/8/2009 A S SHEET IS SHOWN FOR REFERENCE ONLY AND I5 BASED ON .208047800• C: TEMP\ACPUBIISH_252\478C2.2 t)WG BON 05/07/09 10:24 1:10 A SURVEY BY:ZTec ENGINEERS, INC. DATE 11-03-2008 CM CO CD SLOPE PER _ LANDSCAPING 0 I 0 *1 4 ,�,�,.�, , �" GRADING PLAN TO MATCH EXISTING y'-. . '=' :,. 6" CONCRETE (5,000 psi) ~ 1 ° NI 4 D co" g 0 fa .. .6. ¢ w 1" RADIUS-� .rN � 2 OF LEVELING COARSE 2° :7,--t � ® .ir i�:wtif •�:�1�,lj:ir�if ♦.'.�1`g z a. `.*:,.4. •f.. 4.k.f •t�.44.ff! :� (SAND OR ALL-WEATHER BASE) = wz ,(*) ' °'-' fjc f i,......e.f....!.fi.•,•!tsei.t.*:!"`.f.•,.:!f " " " WHEEL BLOCKS. CJ t MAINTAIN STANDARD 6" TOOLED EDGE ( I a- 6" UNLESS --:;"----111E111-77-111=111=1, ,111;-11) ,11 1 I 1 I I 1 r(j I„J T I� T I�; 4 COMPACTED ROCK BASE ( -0 ) MIN SEE DETAIL M 'f R i� Q Q w CURB EXPOSURE, ±1/2". * NOMINAL < 6 UNLESS OTHERWISE I l:_•-I t I_►_ . :. 1 ,.,gD.JS , PLANS ASPHALT to I a. 0 DIMENSIONS LU NOTED ON PL SUBGRADE I . EXISTING t ? 1 DIAMOND PATTERN WARNING SURFACE t.. , PAVING TO CONCRETE CROSSWALK IN PARKING DRIVE AISLE __ 4 REBAR, 18" LONG " " " I Se > t REMAIN 2) PER WHEEL BLOCK. 12 10 6 FORM CURB AGAINST ° U SMOOTH SAWCUT EDGE. E o D cc SAW CUT EXISTING A.C. j E F �� co EXISTING PAVING SECTION; `1 I 41mm INCHES E .PAVING AS SHOWN ON LANS. 2 CONCRETE PAVEMENT SECTION 4 PRECAST CURB STOP _ M �, o z 11 III III III( I I II I I a DIRECTED. Z ..I. .� •!CONCPAVE N,T,S, CURBSTOP =III-III 1 REPAIR AS DIREC D 60mm 2 3/8 - 0 _ 0 Q Q NEW PAVING w� 981 N.T.S. -7111=111 - ° © - EXISTING AC TO REMAIN III-III---I I CONTRACTOR TO ENSURE E 37mm 1 7 j16 .� w X P.C.C. PAVING = 4 ,,/' ELEVATION D E d ww EXISTING ROCK BASE " III-) I I EXISTING iflACE CRUSHED o i F I SUB-BASE RETRUNDOTE)-�DISTURB APPSLANT A.C. PANG ( K * O DETECTABLE WARNING G 23mm 15/16 PROPOSED . AIUPfflH 1.1 I ROCK BASE Qo°Qo o o - - - I I a PROVIDE A UNIFORM FORM PATTERN DETAIL Q co • 0 0 0 - - =III= +I .l FACE. PLAN a e 44 01 i ° ° a +r' �� ems, � � ,� . '��°��°a��--III---I l I 11 I TRUNCATED DOME WARNING SURFACE aQ �oQo�Qo 1=111=-111E1 C I I _ I I v + ��Ir. � 0 0 PROPOSED O °O ° °O �I { 1=I 11-1 I l-1 I - SLOPE PER o ...• .. ""' J o L.�:� ', W _ O co c- �, a, to ° - GRADING PLAN - •art M►a, �--�-I I I I I EXISTING ROCK NOTE: SUBGRADE •Q °Q °Q °Q C - _ - _- MATCH EXISTING AC THICKNESS �' Fib �� 4 �i��-- IIII I ICI I � BASE COURSE 0 o Q o o c I=I I--I I (-) I I---III OR NEW SECTION (WHICHEVER IS = - _- _ - _-_ _ !! !! !! 0 2" �!_t�k�I�ra .1iNi♦ rte 7" I ;� .O�°O�°01 911=111=111=-111=7_ -- 3 CLASS 3 A.C. - 1.PLACE TRUNCATED DOME DETECTABLE WARNING TEXTURE IN THE LOWER 600MM (2') ° ° ° ° - GREATER) , , ��,.�, ; l .F,,..�-;; �, w r�j�•...;iw� '' el,r �`°�W O- ��'�!r Q ° °Q °Q c--- ----- `4T a=+-r';� a� +1� rf�r►i �`♦ .1 '� 1 OF THROAT OF RAMP ONLY. ARRANGE DOMES USING IN-LINE PATTERN ONLY AS Client _ � ♦ •der6crli• �► � ! E BLACK. DEACAN C�E:VELC�F'MENT o c,„ o �, o o ( } -11 I-III I I .�. ,., •f ,*,>�, . y,. •_ « . .,, 8 OF -0 CRUSHED !♦ r1 0 ♦ CAST IN PLACE_ s 1 I � ) 1 ..--,'.0a....fvey atf •. ...6.t... ` �' �♦ >.7 � !♦ it �� •♦ CONCRETE CURB UNDISTURBED SUBGRADE OR BASE ROCK SHOWN IN DETAIL ABOVE COLOR OF TEXTURE TO B 7 I I I I i E ( 1 "-"4 .•«.'. � ROCK BASE ♦ •.i�INl1� =1I1� _.--III.=1{� ;,��i��r�s�l►1! �� .�� r _ ll_.,..,��..�� -III III III III III III 111= .=-ITT 11 - �-II �l _ J-�-I I=1E- ' 'oCK BASE COURSE G� �I -;III Imo.- SUBGRADE 2.DIAMOND RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE -III III III III I I I i I I I; " �' " PLACED AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN AS 901 NE. GLEAN ST 11 I III III I 1 1-- PARKING LOT PAVEMENT SHOWN. THE LONG AXIS OF THE DIAMOND PATTERN SHALL BE PERPENDICULAR ' ,--111-1 . TO THE CURB. GROOVES SHALL BE A" DEEP AND WIDE. SATE 100 PORTLAND, OR 97232 1 SAWCUT DETAIL AG PAVEMENT SECTION 5 A.C.-CONCRETE TRANSITION ii)CONC RETE VERTICAL CURB 7 HANDICAP RAMP WARNING SURFACE 98.1 N.T.S. SAWCUT VV•1 N.T.S. AC-PAVE C8.1 N.T.S. AC-CONC1 C8N.T.S. C8.1 N.T.S. TACTILE-SURFACE " 1'-0" DISABLED SIGNAGE PER " 3/81 3/6"- , STATE REQUIREMENT AS NOTED 3/8",,.. 1 _O 3 8" ( .1 t ON PLAN SEE DETAIL 8-9 C8.1 / TOP OF CURB TO --- -- -``fir 6" ! MATCH BACK OF 1 , un 6 TYP. 5 MIN. SIDEWALK ELEVATION SEE TRUNCATED L DOME E SURFACE 063" ALUMINUM SIGN PLATE cn< �.r- -.•--I.-� ' _ � ' ,,�, PROVIDE DIAMOND ,/%%%►/►�- r BLUE BACKGROUND 1 HIGH wJ ► � ► � ►!f��f�1►+ �►./► ► SCORING PER A.D.A. //////// /�%'►• • lot k? :4cfVIE,ATE -;- t WHITE LETTERS AND BORDER, PARKIN G WITH D.M.V.H DISABLED PERMIT ONLY C° BAKED ENAMEL OR-20-6B VIOLATORS SUBJECT TO 1 ( /• TOWING UNDER DER, . . . . . . �♦-o-._°_.00.0. - _ _ + . �� .fiB} VIOLATORS SUBJECT TO =� ►•�► �,0.0.(1. �►♦ �► �/,//// o 0 0`1�o O o o . /// �!/rl�t//// �?' ' • . ,i�/,0/,//,///////////a0//s Q .Ns 411Eifille TOWING UNDER UP TO$450 UNDER �.- ♦.O O o o°o'o �. . O / �`/`►" /�" / f '�/ �► ORS 811.620 AND FINE ORS 811.615 Qw ��,1.∎�.�,�/o 0 0 o 0 °o°o`•��,��.I•41�'.� • UP TO$450 UNDER a 6 •mar cad',i�O Project ORS 811.615 --- - � ' 1m PROVIDE TACTILE 5' h VAN ACCESSIBLE SIGN OR7-88) VAN ' TAPERED CURB - '' WARNING PER A.D.A. MIN 6' TRIANGLE POINTE WHERE CALLED OUT ON PLANS ACCESSIBLE SEE DETAIL 7/C8.1 RAMP TO BE FLUSH 6" 1'_0" _ { ) WITH PAVEMENT �, F BUILDING w I I - }Y ry CONCRETE TO BE - = 1'--0" _.� DISABLED PAVEMENT , = � ,, FLUSH WITH AC SQUARE WING CURB RAMP GALVANIZED STEEL POST ca o z % SYMBOL PAINTED k " 13333 SW 68TH PKWY w V)CD PER JURISDICTION f7 ,� �.� :.• x ,� 4 STRIP S �c cn cn REQUIREMENTS SEE AT 2-0 OC TYP. j TIGARD, OR 97223 °0 E... Q DETAIL 11/C8.1wyM' " "-'ti'�' GALVANIZED STEEL POST i 30' TYP. �--- 7 - �1 it IIIIIII 1111111'∎1�* TRUNCATED DOME SURFACE --�- m - N-- i.? w a 4 . f" = �I11►1111 :, 1111 111,. I" ''�' _ ♦111 X 111 1111► 1�\ SEE DETAIL X/XX FINISH GRADE z o '�' � M �111/1�11111 11111 1I�'11+ FINISH GRADE -I o--- x �j _ 7•• .5 �1111i1►IIIIIt>11111 11111`� 1 1" -� m ��111111111111111111111111111111111��111111♦ t �,,.� - � � NOTES � .�.�.�.�.a.�.�.a. �> : 1. ALL DISABLED STRIPING AND SIGNAGE = __ ____ ii/11111111111114.0-....-0-0-0-0-,..-.-0-0-,.....,IIIIIIIIIIIIII�� SMOOTH TROIMEL . t _- _ II1111111 11111111. . � CONCRETE MOUNTING �'� N - 3 WIDE PAINT 11111111111°°°°° °°°° °X11111111111 .Sf CONCRETE MOUNTING FOOTING Q z �� ° • °�,°°° , °°.°° �` FINISH . Y TO COMPLY WITH ADA AND CURRENT = _ " °°°°°�N'°°° ° FOOTING z � .- _ - _ �,►+.1.�.�.�.�.�.�.�,' '° '.1.�.+.♦.�.�.1.�.1. ,� r, .• JURISDICTIONS REQUIREMENTS. co Z , m z d _ m .: ' - 6 --_ STRIPE TYPICAL -1 - -' ! ` . F 2. DISABLED SIGN TO BE MOUNTED L 6' 5' �1� 6' . o o PAINT STRIPE A i _ CENTERED IN DISABLED SPACES. �4 -1 11 .. .:" '� SLOPE 1:12 SLOPE 1:i 2 CURB FACE 9 (TYPICAL) - _••. -� . , . • .�. N _ ( ,�� SEE PLANS 3 CONTRACTOR TO VERIFY LATEST � s � o � 'v - N -d -• _-- o HANDICAP REQUIREMENTS AND "_�_ T -- .7 �, 10" DIA. REVISE ANY COMPONENT TO CONFORM = = STANDARD WING CURB RAMP 1.1v" DIA. I _I TO CURRENT STANDARD. _��4 10 ,. MIN. MIN. , M " 10 STRIPING 1tl HANDICAP PARKING SYMBOL (12) HANDICAP CURB RAMP (8ADA ADA VAN PARKING SIGN ACCESSIBLE PARKING PARKING calN.T.S. HSIGN 981 N.T.S. HSIGN-VAN-100 C81 N.T.S. HSTALLI C8 1 N.T.S. HSYMB C8 N.T.S. CURBRMP2 ��+ WITH SQUARE WING RAMP 1'_3'' / l_l/2N\ 3" R . 1' - 1} " 0 PIPE RAIL CLR \ ' N■ 3" 0 PIPE POST C 1 " M • r. EQUALY SPACEED _ I PIPE RAIL t 3" R i - (6' MAX SPACING) I 3" 1 t \ 3 OD GALV. / ' NI' \ POST W/FULLY / WALL PER ARCHITECTURE co WELDED CAP J to FLOOR SLAB o... drammaramargarmarmaa I 1 _ GRADE ■.r 4 CONTRACTION JOINT (TYP.) bbb .� o .P ` /` ' fi,�1' � EX STAIR ■ N��f*N�� ,, < PROP .•,. f . . . CURB 4 �► oINa p --SAWCUT GROOVES '�' 1 kCPSJJP% JDTH ATILE i 1-.- /\. � - CUTS AT O.C. �OoN �&I /4",i- ,i,00,ta 24" 9" 3 R r I 6!' 6» „ 2' 4' �, 4' .� 2' �►1 . t6. J� ,, AS NOTED ON PLANS ��1, �1j f,,. '' -y _ _ '~' TYP. TYP. yc w w. 0 1" MIN. BROOM FINISH •��11�;, ��,.. 2% CROSS SLOPE TOOLED EDGE EACH SIDE ��,1!tl:,,, 6" ?Ow('�►.��.. a o. EXISTING *4\ EMBED d 0;11* �w o o FOOTING PER ' EXPIRES; 1231/09 CONCRETE , > " .��.►4►•o+! / ARCHITECTURE CO * k *}i� TYP 6 VERTICAL CURB PER DETAIL 6 C8.1 N '. °• °. . 'STAIRS PLANS 45ZONE GE09 IRD-'r7i- " - 1' 'VA.* �`•�, FOOTING INFLUENCE --1 PI I=I I- ,. \ 3 TAPER CURB C�,r, ..",�..,-, ; -. � THESE DRAWINGS ARE THE PROPERTY OF II -I II„ IIIII , ,III_ I III-, i III--III,;,III 1 - `�(��.� ► � ` °� GROUP MACKENZIE AND ARE NOT TO BE 1 �- ' ''414 " ri��► 4 � " USED OR REPRODUCED IN ANY MANNER, COMPACT SUBGRADE AND AGGREGATE I 4" CONCRETE 3,000 PSI (MIN) 34" SLUMP e i 2 d-� 1 MIN .•, E 1 ROUND CLEAN DRAIN ROCK WITHOUT PRIOR WRITTEN PERMISSION T 95% OF MAXIMUM DRY DENSITY (MAX) CONTROL JOINTS AT 5-0 0 C AND N -0;: i� � ,3 MIN EXPANSION JOINTS AT 20-0 O C OR 4 CONC. n r !►.�� " { ) / WALK (EX.) ,.._.4N, .r. x. .r..... ..: .... ..�..__ -,. _._5.-. ... ...,.:ror .�.�•u,. .k..M .. _....<,W . ..._.5 x.-..., ....Y �/ 6 PERF. PIPE PER PLANS TOP OF REVISIONS: 2" MIN. DEPTH OF AS SHOWN ON PLANS " EXISTING PAVING SECTION , PIPE TO BE BELOW FOOTING o AGGREGATE -0 • NON-WOVEN ILT FABRIC w 1.... CREVISION LOSING DATE DELTA (I4METAL CONCRETE CURB TAPER 16 FOOTING DRAIN 17 CONCRETE CROSSWALK SCORING DETAIL fX o BEET CONCRETE SIDEiWALK PIPE HANDRAIL 98.1 N.T.S. SWALK 98.1 N.T.S. 98.1 N.T.S. C8.1 98.1 N.T.S. FOOT-ORAINi ` N.T.S. . i i I I 1 I i t , • SHEET TITLE: SITE DETAILS . . I DRAWN BY: BDN CHECKED BY: MWB t i SHEET 08.1 I t JOB NO. 2080478.00 , , PHASE 1 PERMIT SET- 5/8/2009 208047800\CIVIL\478C8.1.DWG BDN 05/07/09 10;24 1:1.00 0 CO C CD MOM W IC C � 01 go es ._..■ ► ` ' it.,„ 4 L W . \ty N ,„� g . cm ae 7..., V Z I' 2 g ( F J 1 3 \ t \ j 1 \ ..s" \ \ \\ 1 i \ I \ , \ � 1 1 fl �\ 4 \ 7.)1 1 W t e ..� Its Sle 1 4 l x 1 1 1 1 "" tea \ !� \ \ \ c ci t q I p M, .® ;F. -401110 • .• A 1 i I i i 1\40H1 \ ‘ ‘ _.- I __----- < cm L ii: z t �' ` i` 1 \ ` ',� $ ` ITEM NOTE REFERENCE a ,_ ,—I 1 ' 1 I I �� 4 4� r - PLANTING AREA (PA) N/A = c cd 1.. 0 ; ' t \ \ 44 ; 44 „---------- ..�- " WATER SOURCE FEATURE — BOV. STUDIOS — 0 • `� ' '� \ \ 1 — -- 888-636-3015 SPECS. / I i i I g \ 4 MODEL. ENKI COLOR: MUSSELL SHELL 1 -_ r 1 1 \ 4 4 4 .-- 2 BOULDER WALL 2-3' DIAMETER X / LX.1 ,n rr rr ` 44 44 -' WOOD DECK 7 L8 2 t \ . \ \ 4 ij- / \ • 4 4 =,.-r; Client r 1 I 1 1 --°" 1 i \ .\ 4 � PA ;=, ' - =,= 4 STREAM N/A - - DEACON DEVELOPMENT I \ 010 ' GROUP.....1 1 \ - '-' ''- @:: 2X2 CONCRETE PAVER (ON GRADE) MUTUAL MATERIALS SPECS. F 1 'r- _ 901 N.E. AN ST. . I 1 1 f \ I \ ---- �i rte' rr-r , — r / i t \ \ 6 2X2 CONCRETE PAVERS AT STREAM CROSSING SPECS, •'-- "" ,T;r PA r I, o ,�'� D, OR 97232 1 \ '=■ T-'., '-T ' ' . • 7 RAMP HANDRAIL 1 L8.2 1 I • C • ,,-,-j'i4 8 WALK (ON GRADE) 1/ L8.1 NN --'- 9 ENTRY POOL 5 / L8.2 0 0 \ - -- - \ / �f , _ ' ?:;-;:;-.:;; r.. 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GROUP MACKENZIE AND ARE NOT TO BE I / ''' U WITHOUT RPRIOR WRIDTTEN PERMISSION MANNER, 1 r REVISIONS: ,. to REVISIONS REVISION DELTA ` 4 w w THIS CLOSING DATE 1 � \\)"\\0,) re o SHEET \\\G t 3w3 Sa* \, N,, L/-raI i NO C1\\S-.\-\--* I\3--\\l.1 4 4 --° �"° .r--b 4 t .- 115 4,,,/ .t X \ 4 G. , . i N 4 t 44 44 \ t N � 44 4 4 X 1 4 t x \ 444 ,- SHEET TITLE: N I FRONT ENTRY X \4 /> SITE PLAN .fiti i i Ti ir--7 1 I T. • r DRAWN BY: TEB/JM/TMK CHECKED BY: DKJ r /IC-DA FRONT ENTRY SITE PLAN • SHEET MI 1..3.1 1/8".1.-0. L3.1 r JOB NO. 2080478.00 THE SURVEY SSHO JUT SHAWN AS A ONLY AND,. SCREEN ON PHASF 1 PFRMIT SFT— /R/90N1 n Jrt�ry nu 'fT.. 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WITHOUT PRIOR WRITTEN PERMISSION - — ` I _ • I •1 REVISIONS: z N, REVISIONS REVISION DELTA •I . 5•-i THIS CLOSING DATE • TW FS • o SHEET Nr„ 217.50 • • ,-•,•'"/""\\\ riism,.i......, 1 I \\\ N '� ' .218.50 N • • • ‘.r - I liki\. 1 1 -1 1 1 N i /I ' •4 . ,,--hi, im .......... . . , iumworr • • SHEET TITLE: IS . • • ►1 . 1---3 '"V-%1461.,, . . /1 ........._, 0 FRONT ENTRY 1 • . GRADING L____________ AD PLAN ...Immi, . . . • • ammtimft, . , „.„....,assi, . . \\ .„....,,,Iisiss,„momit . . . 011,.....fto \ . . . _.,_ . • . . . „.....,.. ....._,Amme • • . . . • ,., ....,....mift. • ----NN''':\\' . - DO '- . • • DRAWN BY: TEB/TMK • CHECKED BY: DKJ 471i1 FRONT ENTRY GRADING PLAN 2 PLAN ENLARGEMENT SHEET Alli L3.2 1/8"=1'-0" L3.2 1/2"-1'-0" L3.2 ! 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POST MOUNTED L8 1 t 1 HANDRAIL 12" / 14" Pro'ect ila STAIR ° To HANDRAIL 8 TRIANGLE POINTE �•1 NOSING � FOOTING L8.1 1 1/4" BUILDING CHEEK WALL -----\\ - o HANDRAIL STEPS, BEYOND BEYOND to 0 9 219.75 FG 13333 SW 68TH PKWY 1.6'z i T 1111 _ TIGARD, OR 97223 • J 2% SLOPE TO DRAIN 1/2» R j, 1 1/2" GALVANIZED TUBING III i • `d % ''% iq a TREAD, •TYP -� ;' /� `� ` Q •a #3 REBAR 0 NOSE CONCRETE WALKWAY 1/2"X1 1/2" GALVANIZED RECTANGULAR TUBING • - t +t• II 1 rI.f-. 1,/7 \/////\,\,- s ,� N a • IMO u+ tit "4 ��irl�. \ C��Y`. ) ru - j r Od 6 4 °d• <a L� 4./'� ...1i, / t / /21748 FG ' - J _I \ \\ � �I / Q -�ae-l.V�I.�wa w. • ` `�.d Y,,,e.` i .\\\,\\\,\ t� ~� ` M I 1 I\ ;i' I I!-III-i I / CORE DRILL, 3 ��!; : / >i7r. \\ , � ∎, I 1 I Iiiiiiti 1 H I�., / ALL �j IN NON--SHRINK GROUT ,, r H► % it SIDES -11�= V ..:....'..:..;....:..�.�...,w,i�....;..,u.:..:.t _ \ C�= S _I \ ..:_.a�.•..4141.Iti..OAPP PSIPSt..Zv��...a/_.�P°i✓' `�Y`LX \\ \ / if SIDES_ f ,f /// •L!- -�►=� a CRUSHED AGGREGATE -"' `� �- t \"/\4\/\'./\//\„„/\///.\//,-<,-- \\./\\(\\ \ `\\\\;\\ `� /\ i z. s I I-1 I l-- I w 7•.��:.�;F- _ COMPACTED AGGREGATE #3 REBAR BOTH WAYS �\• ,� G /< �` ��`� r�+��'�' ' 18" \ �_�_„_,,,,�, COMPACTED SUBGRADE 0 18 O.C. �'`�` " -'! - COMPACTED SUBGRADE /\i\%\\f;,` 93" z MIN ( z a 1--; 1 1 ' °° STAIR NOSING z H ANDRAIL__ FOOTING L' 9 HANDRAIL END TREATMENT S cc TAIR, I-IA�ILDRA.L� R �. 7 8______ _ o L$.1 SECTION 3/4"=1'-0" c L8.1 DETAIL 1 1/2"=1'-0" Ze L8.1 SECTION 1"=11-0" z L8. 1 FRONT/SIDE ELEVATION 3"=1'-O" z U) v) z = 12" / 12" V \ 2- #3 HORIZ. 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Z \ °' BOTTOM OF TREAD L .TREAD, T :tear.. t, 217.38 FG . , • ' . \\ t-- o .`_�=..\ -..� 111_1.. .T -. _--- WALL BEYOND 4 a. / -''= _ G.T' 1_!`r-`!X_' 4 // Y!.T4SY!'_iis4: 24 r� - :r b BOTTOM OF SLAB r ~ T- -i Ri r ` r~�1 i " ��_ �S ,� it�;.;;..,;. i� > 9 GROUP MACKENZI£ 2009 217.48 FG ' • .;1:�.� /` ` �" �.�'�,� ,, '- �� 2062 FG` �� ' *� O'/ ,y'wes 1111. _I�►r/►..etMl i�.-� tc)� a ..41-", -`r�// `�-//j\/7/ /f�� / �i `\ /` f\ !r i► �� . .� �. THESE DRAWINGS ARE THE PROPERTY OF „I.,i-l.1 / /� .' /j » f •,, \ "`rte ix_!`z__ r,.r';.x_�;lVr,l / / \ \ �,� A. �- a GROUP MACKENZI£ AND ARE NOT TO BE �„ _�,��,�;, / \\;/\ -.K.',, \ ��. ;._ USED OR REPRODUCED IN ANY MANNER, rilliw- t 1111 f..f:.. /\// '( ��\ ,+� // ' ��""� `� " �,y "°`,�t..� 4 WITHOUT PRIOR WRITTEN PERMISSION �,i 7f r C ... d7 t a 4�`Yw"-,►' ' r \`'\'/ \ -`` I o A, • . •_ • • • . • • • • • :./ / .f..� �_.�_.�..,,,,,_,...�._�_�.�..�- CONCRETE r 14 .� 1 A i _ u I ti•I•j!,' /'f " \,/�;\ Alt • i 0•/!'r i'.i-i•riTljen&'1i•.►!'w e.,,T!•i 13.1•�ti`.• !•_Att r` r,•� 1. i STAIR NOSING 'AU,T T 1# 1 'Y' " d ` • i ! i`f>, // \` YJ Y! Y-J � �V��V� r'/ Y"7�'T�7'./J �V'T `.•"T V �'iY�•iTi:'!'rs•i•Tii•iY+'r'r.=iY�l.►i•!Xf'lXw i.��,;i,•.y .%/ / /\`/ / l � .. r, r .. w. .. ., �.�.�., �. , , •�, .. '- �. 4 /�, \ /, .•': .• r.!.�_.!.!.�.��s.!.�-�.��. d' d :° REVISIONS: - _ • \ \ �/ /` Ti'-i•Ti'+fi'-i:- d FOOTING w L8.1 TREAD, T ' ,�. 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',',. ,'. \ /� 2" MIN. CL CRUSHED AGGREGATE EJ \\ . 4 r r, \ '' ti 12" x',\, / / SHEET TITLE: 10( \ STAIR/HANDRAIL 'A' Q DETAILS L8.1 SECTION 3/4"=1'--O" ¢ • i- v) t 1 DRAWN BY: TEB/JM/TMK CHECKED BY: DKJ 1 1 SHEET L8.1 1 1 JOB NO. 2080478.00 t 1 THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON PHASE 1 PERMIT SET- 5/8/2009 THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY:ZTec ENGINEERS, INC. DATE:II-03-2008 208047800\LANDSCAPE\478L8.1.DWG:E-FULL TEB 05/11/09 08:35 1:8.00 0 c ¢ a) cm es (50 � � INSTALL BACKFLOW PREVENTER AS REQUIRED Z N t; ca i--;) ,,l' 0g BY LOCAL CODES AND HEALTH DEPARTMENT. GATE VALVES, UNIONS & SCH. 80 NIPPLES SCH. 40 MAINLINE VALVE BOX WITH COVER °�• °� AND ELL. TO BE SAME SIZE AS VAULT WITH LOCKABLE Z < 1 BACKFLOW PREVENTER. LID / FINISH GRADE/TOP OF • ISOLATION VAVLE VALVE BOX WITH LID SCH 80 ADAPTER & FITTINGS TO BE MULCH L.i.1 FINISH GRADE SAME SIZE AS ISOLATION VALVE. 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TO DEMOLISH ALL EXISTING FINISHES (BASE, WALL COVERINGS, 1 41) ETC.) IN COORDINATION WITH NEW CONSTRUCTION, WITHIN _I SCOPE OF WORK. I I I. ALL FIRE RATED PENETRATIONS, OLD & NEW TO BE SEALED WITH UL APPROVED METHODS AND MATERIALS, WITHIN SCOPE OF WORK ' L_ LIMIT OF DEMO SHEET TITLE: I n KEYNOTES OVERALL 1. REMOVE EXISTING WINDOW WELLS e Vi GARDEN FLOOR _ _ - 2. REMOVE EXISTING WINDOWS AND CONCRETE AS REQUIRED DEMO PLAN FOR NEW ENTRY, SEE SHEET A3.1 • DO T. Li LI LI WOMEN MEN LOUNGE 1- , 1 _ DRAWN BY: JAP ELECTRICAL TELEPHONE • o (--) . 0 . 0 STOR. CHECKED BY: SJM Lailil, t 1 + TAIR I ONE - f SHEET 1 . A01 • . • • . 1 JOB NQ. &IN 1 OVERALL GARDEN FLOOR DEMO PLAN 2080478.Q0 Iii A0.1 1/8".1'--o" PHASE 1. PERMIT SET- 5/8/2009 CO 07 C CD 1$4 • 1 .4 ® •�n5: •� 6 ® co vs4 .0 T.' 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PAINT AND/OR REPAIR EXISTING SUSPENDED ACOUSTICAL THESE DRAWINGS ARE THE PROPERTY OF •- p�. CEILING SYSTEM, TYP. GROUP MACKENZIE AND ARE NOT TO BE r. ....1 1 D. REMOVE FLOORING IN ROOMS SCHEDULED FOR FLOORING USED TEN PERMANNER,I IMPROVEMENTS. i E. SHOULD THE. CONTRACTOR ENCOUNTER MATERIALS SUSPECTED REVISIONS: ' OF.CONTAINING ASBESTOS OR ANY OTHER HAZARDOUS MATERIALS ,_ REVISIONS REVISION DELTA — IMMEDIATELY CONTACT THE ARCHITECT AND OWNERS REPRESENTATIVE s� (LOSING DATE ` FOR FURTHER INSTRUCTIONS. czw c SHEET I F• CONTRACTOR TO MAINTAIN EXIT ACCESS AT ALL TIMES WHERE ' I AREA IS OCCUPIED. + + „�, r G. THESE DEMOLITION NOTES ARE INTENDED TO SHOW GENERAL + + REQUIREMENTS AND ARE NOT INTENDED TO SHOW EVERY + + k 3 ITEM TO BE DEMOLISHED. + + 3 D - - - 3 D H. G.C. TO DEMOLISH ALL EXISTING FINISHES (BASE, WALL COVERINGS, ETC.) IN COORDINATION WITH NEW CONSTRUCTION, WITHIN ` { SCOPE OF WORK. + + 1 I. ALL FIRE RATED PENETRATIONS, OLD & NEW TO BE SEALED WITH UL • »` — APPROVED METHODS AND MATERIALS, WITHIN SCOPE OF WORK i ' SHEET TITLE: 11 v4 II KEYNOTES OVERALL FIRST - � - - � FLOUR DEMO 1. REMOVE RESTROOMS AND PLUMBING FIXTURES PLAN mss, 1"""' 2. REMOVE INTERIOR WALLS 1 i . 3. REMOVE EXISTING STOREFRONT „ , 4. EXISTING FLOORING TO REMAIN . i 5. REMOVE PORTION OF WALL FOR NEW DOOR OPENING, SEE PLANS all I .� 11 6. DEMO ALL FINISHED TO PLASTER a R 7. REMOVE SHAFT, THIS FLOOR ONLY ,,,) 1,...owl II ,_. z---- WI t \ ,:\,,—KE 11 I t- 'I ill II 11 111 I I DRAWN BY: REW & JAP CHED BY: SJM juiUU!!!: ■SHEET L. S AO.2 . 411 4> 1 OVERALL FIRST FLOOR DEMO PLAN i ! JOB NO- 2080478.00 i PHASE, 1 PERMIT SET- 5/5/8/2009 CO 01 .1.4■.1114.4.... C CO C < 0 , • L LI c _c co ...: co w IIIIIIIIIIIIIIIIII 6, ' , n _ 4.. Am co 0 . , _ ., , , . ,, 1 _i_ . . :6•6 0 II ,, ,s . y - , • 1 . * 419: ilk ' ., , , , _ , %V • . „ < u.ii - t. ,),,. , `< ., ' `., , , ', ,, - , ,- - , . , 0 ES. ,. . N. , \ . ' • ' Se . , _. • • > so r, , , , ,• - , , co • . , ' I , , • ,•• a ' ' • , , , kJ A ' - - -- - . -, , - '. , s , , . , , . .........Imrs on. 0 4) , .. . > co , . • , t., ,-.- • , , , t . , , . .., , map ow 0 , . , . , , .• , LEGEND zi a 2, . / ' \ e ' , co ct9 et. ez , , , , . , - „ C aims 0 . e .....'' ', ^. ■Nra, CO C a.„, ili C 0 < , , / .::. N . 1, , ' ' • , „ ., .,., 1 I EXISTING WALL. TO REMAIN 11.1111 ro." CC (0 0 ,.. ' . , , ., - , = e 0 tufo , -„ s. • - , .- ,, •- .,.. 6 - , , •:! i,v , ,6,ii. / _ :,.„ , :, ,.., ,,,, 0 TYP. ., , , ,, _, samoccmonts EXISTING TO. REMAIN 2HR FIRE RATED WALL ma 41 i6= -0.6. ,, .„ ' CI C = 0 lc 111. . FIELD VERIFY . . ' : -, • •, , til , , , ' , - °II 4.40 Ma W CC oi . , .,. . , , ,, , ' ' • , - , , _. • !. . „ , , -, , CZ wow ant C V '.."' • • - : , ,, ' 34'-'4.7*,F.V. `. ', , ',.. ,... : ', / ', -'', ' - 1 - .. *, ' ''' s' ' ' - • . , '-'' ameamimain 2HR FIRE RATED WALL SEE DETAIL 1/A8.4 ;" , - / • - - - • '..• CD 0 0 i- -I a. ID . , , k ) • • , _ ■ a .•. ' .,‘ , • - a .• , 'a , • , •■ •'' c===== TVV IVV WALL SEE DETAIL 3/A8.4•.. . I ' , , .N 1 1"± F.Vg.'> ' ,, 8'-13, 'F.•••:, ' ' ' '' . ‘, -16‘' 3"± F V - ' 1 ' , ` . , - , , (--`11". ± -RV. -' • ' ' . -. ' • . , , .., \ . ` 8'-1r± F.F.V. Client ' . . - , , ., , ,.. :. . . , ,, \ . i I I 1 1/2" WALL FURRING. SEE DETAIL 4/A8.4 DEACON DEVELOPMENT _ ... .., - . .., GROW Q.1. „ . .. . .‘ 9 -O : .„,,, EQ . . .- . .'.. „. _ ....` . s .,,...:'-.-=.' ..:, :.., ,---- ,-',i.' .----. ,,,: - ' - , . .. .., . . . =• : , , ''' - 'l'';' ' , . .. . 1 ' ., - .- ,, • . ' • . • 901 M GUSAN ST. --64 '-6° 6'-0" , '-6 '.--6"' ' ' . gli (A . , , . : .,• ./' . .. DOOR W/ 'VISION LIGHT', ' .8.2 TYP-:`' , . ., ..• _ -- - . - 0 ' SEE DOOR SCHEDULE SUM 100 ...* 0 MI _ - ...(..8 _ r -...0 , ' ,, - , , _.... , - , - ---' - - 16 PORTLAM, OR 97232 , - , „ . . , „,. . , - .., .., , ' • . .„, , , ., /-***-, ( -1 . . - . 1.--,:ltb,. N ADA ACCESSIBLE TURNING RADIUS OSF • . ; . , , , , , . TYP I 0* I „ .', TYP, .-.. , ,. . . ' ,1',-''' ' . , , ,, , -• • ,- , - , . ' ' A8.1 i (. oninifgo , ''... ... ', . .., Ae8:1 . , i . :„',. : , . '-(.:4,1 ; a ..r."7---7.--, -*---- WNW=Mir/ - - , \ I ink i , .,. „ ,. . \,......., , ,, , , . , VV V / COL ., - "N , .._. I 40"IAL •', 0 , , ,- 1 A' , - % I , , ,. . _ • ._ , . , , , \ \ ........1 - ,11114111111 7---1 ..''. 1.147- ts.., ' AU-. - ' ' ' 1 A . ,. - (---, ISF , , / ,, \ / - 0 •• .6 . : . . , - . .. F.V. FIELD VERIFY . ' . „ .. • a% N • , , I 1 ' . • . 102.12.3); :.•"'• ''.., \.... •,,, ,- , • Ailk ) .:- '' •-•:'; - '. •• • •: ..1 \ 18 \ vim - ' ic TYP. ' . 6 VA./ 0 \ A8.1 . . • t, . . . , . , . . . . _ • , , .-, / . t°1\4 ... .....• ... . . , - - -/---• TYR- 0 tA . v, , .. , , - . . , . . , . TYP. v . . .. . . N . ,... .. ... . . .. .. . .. . ... . . . ... \ ,v, . \ \ GENERAL NOTES / .. . . . . .. .. ... .. / • \ \ - - . . 0 ......... ..,... T•:! --. .:...• ..... . 0 . . . . . '. . .,. . , _ . , ,. • ;,' .,' r ' '' • ''' - not a , / / A. ALL NOTED DIMENSIONS ARE FROM GRIDLINE OR FACE OF - ,• , ( , / TYP. '''' \ I 0 , FINISH, UNLESS NOTED OTHERWISE. .V . ' . . Project . 1.404 Alk. ., . B. ANY DISCREPANCIES BETWEEN DRAWINGS SHALL BE BROUGHT .. ... irk / 1 / AM 0 0 ) Am ,. • 0,... i law ( A8. TRIANCLE POINTE fin , / 1 TYP. VESTIBULE I A8.1 \l‘..\1111‘1‘ lag' . , , s , . 6 PLAN FOR ADDITIONAL BUILDING THE A TTENT ICOENI L.IONFG THE NA ARCHITECT.TEFICNTI.s FINISH, , , C. STEOE '. / I 1 0 101 1 III I TYP C:),‘.3• , ..--. • INFORMATION. 176" F.V. . . , . .. / ‘. , . - D. SEE SHEET A2.3 FOR VESTIBULE ROOF PLAN. 13333 SW 68TH PKWY . . V-8" . '-80 E SEE CODE ANALYSIS SHEET T1.2 FOR 44" EGRESS PATH W/ TIGARD, OR 97223 , , . .. .. . 5 F.V F.V. 5 F F.V. 5 F.V. F.V. I 5" F.V. , . . , • .. . , , ‘,.. , . : , .. 5 a ' „ a a- . 10'-6" F.V. ' / EMERGENCY BACK-UP POWER. A8.1 •• , • c, .... 1‘... v, ., .. , .•... ,,4%. . „,\ -v 6 -, . ,. , ,,, . ; TYP. .4. • Nr 111=IFINIW . OSF' 2, ,, , r. I•.....: CP , .• 1 B .. ,._ , ' 'f,' . ,.:),...,1 1....,.. .....,,,,, '...:-:, l• *,...%•' • ,, , ,.,, - 1 B KEYNOTES -44' ., ••• •°.•7- Z.,•• '. .,, *!..• P.**''.. ..N',;r,'•e .... •:;.•."4*.•...t • „. • ., < .• . • . • . 4 4‘ lb 6 ::...i.i.SI'....,:; .':4%;S.i•J.A...,:.s.,:4:. ,...,..:....1,1;..:..C34.?Z:4.....slet../y.1...::.,t41:....");:i .,,,.. ;,,,,,, * ' * J-..:dif 1. ROOF ABOVE, SEE ENLARGED VESTIBULE ROOF PLAN 1/A2.8. 1 I •: -• , . v, ,.. „ 111P IN '4C I • #:',:. ,. I , -..., . • 2. EXTENT OF FOOTING, SEE STRUCTURAL .1:''it I , , . II 4 LA: *,*4.: ' 3. WORK POINT 9 ....... ,iiii. :'. irk I A8.4 NICHE I r I TYP. - '. , ,, , to ' A8.2 /,'''',.:.-..,..•111' A8.4 102 AI 1 I , 4. SKYLIGHT ABOVE, SEE ENLARGED VESTIBULE ROOF PLAN 1/A2.8 ON ft:... rfr i , , - , t 1 T w ....., \,.:;:. AND REFLECTED CEILING PLAN 1/A6.2 ., .• t . ,- 4,, A ALIGN CORNER Iiir , ,.„., ..„. .4: . .k . ,., .,., ' s:: .,. 4 T., , 5. BENCH : . a " . 6. ART GLASS. COORDINATE LIGHTING REQ'S W/ ELECTRICAL •,,,-.•• 0 1Ariorimaill . • \II ..„--- - . ... , •..-, , . , .. , • . coL,: ,-:/ ',-. -:- . , • • ,., ,.. ,, , ..,-.47 , Abh.116- AM ill ,.....il...*; / ' '''''''''. 1":111. ' '- / / II MI i11111111111111 111111111111111111t i 1 ::i. .1. liffilliall I .. 1 ' ,,, ,„,,, • ,• 74' . , * • ''' •*`..4, 7. PRIMARY ROOF DRAIN, COORDINATE W/ PLUMBING. SEE DETAIL - 3/A8.2 FOR TRANSITION AT COLUMN FOOTING. - , , , - • _ • ... .,,::: / , . . WWWWWII SW WI SWIWW11101 WI Illt \ I II'flail .I „,..,,,,, ; ,,,..... ", ' 8. OVERFLOW ROOF DRAIN, COORDINATE W/ PLUMBING. SEE DETAIL • •- ,•.:* / * 4' a IMO.' . • , „., ,...., .,,,:.,. , •.•. .... , 0, lir , . 3/A8.2 FOR TRANSITION AT COLUMN FOOTING. ..~ii.' i 12 • • , .,. .,•;,-!. / A8.5 I . I 1 111.111.11 TYP. ' ( *t.......:-.. - ' 9. MATERIAL TRANSITION, SEE FINISH PLAN 1/A5.2 : ,.,.., :,.. I ../"" ....... ..... 10. RECESSED WALK OFF MAT, SEE FINISH PLAN 1/A5.2 4.**,* 1 I I I MIN I .,...• 'c2 •k. I / I T". iii l .1=111111111 e'" 1,. - w',.. . 11. WF STEEL COLUMN, SEE STRUCT. ' . ........,::•$' 1' ' 1 10 A8.4 --11-t. f **'"137N. 1 0- . 12. RECESSED DIRECTORY BY OTHERS. VERIFY SIZE AND POWER t''4" . , ....I' / I ,' ., ' ...., 4,4‘.. _*4":" *\, ■ ) ik, • REQUIREMENT WITH OWNER. SEE ELEVATION 1B/A5.11 .'....;.'. / / 4 I ELEV 3 .' i 13. REPLACE GYP. BD. REMOVED DURING DEMOLITION a -'d, 4-...;.f.: / Alb 4,%. ../ i ...... ' ..:.t. / `* ,. STAIRS 11.*""illtil‘1111)71104,.°°;:fr \\,,1/4N,. : .;‘..., 103 14. EXISTING MECHANICAL DUCT , ,0 N ‘.. - N . r:* li -11 15. ART NICHE, SEE ELEVATION 1B/A5.11 , ;•, ?. ......0.4":00. ../.....1 'k , VP 16. EXISTING HANDRAIL TO REMAIN (\711"' „.x, .*--- Aiyk I ,oi000000000,eiqhi)„". .:A. .,,, , -1 17 EXISTING GUARDRAIL TO REMAIN ' .• . 4/ 4: ...y.,,....." / 4t40,/., 6., 4,,, y a 0 # I /. ,. .. „. .., ,i,,,..... .. ELEVATOR CALL BUTTONS / SIGNAGE 1 103A •:$8,,s.1/4 .%•• , . .. 4:•,::: i ...%p, , 19. PATCH AND REPAIR WALL AS REQUIRED. CONFIRM WALL ASSEMBLY ;..,-.. ..... / ...... , -,, .:...,...:... -..„ , ..-•e •-.% ... 1 ...'" ...4 ,,,, \% 'kv." y, .-.• .)".*.•'''.' MAINTAINS 2HR FIRE RATING ,-,-,,I...... 1 '..i'.. ' , Aiik's i \ 4441/ A gift .....-.7--",,,-''.-...\\Vli"Illrr 4 , , , ,-.. • . 20. OVERFLOW ROOF DRAIN PIPE, COORDINATE IV PLUMBING • - / '04, A. \O . , ' -,e0A, B ■ 1 -21. PRIMARY ROOF DRAIN PIPE, COORDINATE W/ PLUMBING. SEE ...•...„ \ ic/ 4 WV .., , ,011e\ ..: ...,,,..: . . • .,,,,,c • 4111W ‘3,1 .-.., 0 II Os VI & . .. / 4 < . '.I:...''' . ...4'..4 t :t,:.. . C . ... 44 '4,,, e g• ,4'...:. 101.11.' ' (;l'a ..''''N.,.. . 1 4,4/ .t....., , . .4,4 / \.... MEN ''' 1 / ' ...- ....., , ., -,, . , . ., . .. , , . 1, . . - „oil .,, .: CIVIL FOR SITE PATH AND CONNECTION • 0 w. t, „ i ' .‘ . .• rWP% .. .. , 1, 22 OVERFLOW ROOF DRAIN SCUPPER, SEE DETAIL 1/A8.2 ..-•:,;:: .,.... ,,...,,,..... /:;•::` i: ELEV 2 : ,/ \ ...11 % •• ' \ 111 /7/ \ I AX I IA riiirti0„,.--4-v-N-0,--,, LOBBY b-••• en, / q / COL . .• .• , ... . -•..! k ., ,,• ;.•s ../4 j / -------* ? ° V NI ' 104 ,4,",,, \ .. \ i --**--.. 4 /4 1 - .., . 4. lek ...."*"..... " ... 1D ... --... /...:. .., . . .,•.,:z.., 4///4'.../.ill .1,,, • 1 D a. 10 . r--i\ ...... . i ,.., ..„/ ... . A.:, -.....- I-3 • •• ,. .-: • •4.N. i ,. :a * - 0 4 I 0‘.. 1 ' ALIIGN \cORNER / ,...-.440 ■ . . • •• , • PORUND,OREGON ..,......i,ii:..... .....,.. . , ',, .......,,,,,„... #.0 I. .„-•'" r. .„ , ,:..... ... ,.. ... . ' .0 V.:41 ' N31, ts' Allak •I. ..4‘ 0 1 ! f.'" ti Via/ •Ailtalk MA ' 0 0 1 Ash 1110. ..; ,„ . 1011.°1111111.1.„ \ -I. // 1,4s%44,4004//00, %IF 4 A t.71.. i \ • ...). \ , .... . re , , \ .0 Allli I © GROUP MACKENZIE 2009 •••411111: #111, f/J/ANI/TOR "... All, tit 110 Os y .0 .... WI ALL RIGHTS RESERVED • i■,11iiii1ii .10 * ..." ik .-* -,....III, . .11 0 1 - 411116.. . A ta lor , .... ...4001 ".151;1111°I. ..._ '.*I'lli".--". 4‘.-.° THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, / (0 cy L . a 1111111111010$ W 10 111110WWWW al 111 WWWWW W W •Allallbo. 1 WITHOUT PRIOR WRITTEN PERMISSION • I COL ...• •. t.- . WE • ,• drallaftli Ma IZ.::•-7 • .11 t %'-:,:z,p or- REVISIONS: . .._."41111111111Pr' r ■11111 .-. ; , / 9 1 Jilp 4111 /1> 105A • Il i rec MEM REVISION DaTA THIS CLOSING DATE / k4ti ..) . To, ELECTRICAL )). r. .8.5 , 1000,-, , =MO OW10 1 Etti c:, sHEET ..... \ . . / ' ‘•7 4' 109 11111, i -6" C) • 2' 0") Z CLR. ■ s vl. i 111 11 109A \ f 1 , $.4, 5, on :1 i / -.4moomo - bp all neirimaxe aw n ut onnonan rem 31=,„ : 701-18 ..1... \ 111111 7 7*MF r ICS s////4 1 Op-6" CLR. F.V. ■114111111 0 --1, • 7'-8" ;'-10" 0 . 2.4. 4 a . I I I CD IIIIIIIWAIMIII2 " _AgiaillIllMMIIIII co cr 1 ! 7•. a I -i 1. 0 '111111Pr' - 0 . to to HALL 1 I a s 106 \ L as alits .ENTRY • WI WI W11111111MIS MI MI WWWWIIII 11111.1111 i I \ . . _II 107 'N'•.-.. ., \ . SHEET TITLE: /rya' : 72 . * VV V / .. ..v.. 1111 t rir4 I l'r) 0 \ , / . . FIRST FLOOR N1-0 • LOBBY PLAN • •, -s, . . . . . 1.....1= 107A . . .4444. 4. 4,44.1 \ V . 1,-0* II * EQ.3 EQ.3 } <S) / \ . / / ,C0 12'- n± 19'-'6"± 13 /8"± \ . `v 4;,.. / - ...... * . 0- I 4174f17 - . • DRAWN BY JAP • . • . . / \ V V V V CHECKED BY: SJM .- - I . SHEET -..,•,,,,, 4;11 . \ N ,if 10 . 4c• tsc• - • A2.2 Tar AeN 1 A2.2 1111 •F1/411.71S.-0.1- FLOOR LOBBY PLAN • . , . JOB NO. 2080478.00 ■ i PHASE 1 PERMIT SET- 518/2009 - CID ) - - - V V t: •1 < CD 3, C S ;. ® 6 i�. �„ sisie• Ce 0 Cd } 0• .0 Le COc 2 `S lb..Ank. AI • • @014 1 .5 < 13'--8" 14'-4" o c co -N. TYP. cl it! 2 CS LEGEND c . › 00 ea; co .... I I c EXISTING WALL TO REMAIN b. C � S EXISTING REMAIN 2HR FIRE RATED WALL . ``'� Dc 0 I I - ' FIELD VERIFY TO = . - 2HR FIRE RATED WALL. SEE DETAIL ? A8.4 O ` >. SIM. ASf 1 NON--RATED PARTITION WALL. SEE DETAIL 3/A8.4 �►• car :d .H !• I 1 1/2" WALL FURRING. SEE DETAIL 4/A8.4 ;i Client „r ' e ; DEACON DEVELOPMENT .fi ,�.�=�� ,, DOOR W vlsrON LIGHT. GROW SD 0 ,'-',.:‘,..,,,,, ,,:- ,i,..-,-,::',-...40,,..., ..,.. ::::.- ,..,:::, :.::::, 0 , ,:.;„„,,,, ,,,..ri v SEE SITE 100 RD I DOOR SCHED LE H ST.9Cf1 N.E. G'�.13A •. `---,� PORTL AM, OR 97232 r eo.3. o E: / Ni e AD ACCESSIBLE TURNING RADIUS -�. A y i_ }} t-_ i F.V. FIELD VERIFY t l` _ COL _ IS J! _ I t.' ,---,''•:--, 0 . Ot ,1 AV ' ' ' . . • NOTES�` :.-:: gy _a � 'C , , f J• A8•1 . . 1-1... , - '''' 44.,:eir,t,„cs, ',,. A. ALL NOTED DIMENSIONS ARE FROM GRIDLINE OR FACE OF TYR' .r. .d- %� 9 FINISH, UNLESS NOTED OTHERWISE l `.::. ::• .' � .:.��: w ` -.� ; =.: ETVUEEN DRAWINGS SHALL BE BROUGHT A.:: '-- Zr": B. ANY DISCREPANCIES B 1 1 Project NE A HITEC o o ATTENTION OF T RC T _.:.: `, r: .._. . :_. .;.. .,i A8.1 :;},, ;.;A .;;aF w _, ; :; :: 14--4 TQ THE AT •r C. SEE REFLECTED CEILING PLAN AND FINISH PLAN FOR ADDITIONAL �: T PO�'VTE TYP.: INFORMATION. BUILDING !, ;::,: -:':.;: . _`: : ::u ;;. ; ' ." D. SEE CODE ANALYSIS SHEET T3.2 FOR 44" EGRESS PATH WI 93--8 .,, r: it , - - 3 3 - F' *4t' C ACK U P P OWER. N YS �' EMERGE '' , : ro `! - PKWY F.V. F. V :,-.,'. ��TH u4,:_, E ,w -tf E . Q �r.� . ��I11%�II�7!fYI OR 97223 v•i- O jo ,co 3s,� , - t:.. ` • X' w � `w t1 r'. r a: 8f V. f ..t:-,': . A PLUMBING N SE ROOF I E i ? PRIMARY A .w. � S µ�4�, '#f �I.:.r...w. .�..nw..r .....�..�r::.•y.r .,�,��....• y,y,`' J, 0 1 6rX R "" •°•• •pi � ,+. _'' `. , '" •1 V + ; '.. v.ni . i J y r ' , •1 ' � •'•� • °�. :'. 4. .K °„ 4r.`•r, n, ;° . 2. OVERFLOW ROOF DRAIN, SEE PLUMBING•�� , .yam.'•i J .s + ,. :?4,"...1"..f ., :t •Y+ r, •+r; • 4 . v;:•1.•.4 . '".'.....L.* `!' r� J.% /►'� , I• 6 �� -".,;.�.. . - ' •;$ 3. COLUMN OUTLINE BELOW, DRAINLINE TO BE RUN IN FURRING. '"' A8•1 ,8.2 A8.2 ' • , A8.1 SEE SHEET A2.2 • ` ` '' 4. BALLASTED SINGLE PLY ROOF OVER 1/2" PROTECTION BOARD• TYP. TYP.' TYP. - T YP. �`r• 4 " ` OVER TAPERED RIGID INSULATION W/ MIN 1/4 PER FOOT M .1.it $,• SLOPE TO ROOF DRAIN• " '..`;.1.` 5. PARAPET W/ COUNTER FLASHING 4 ..• • • •�; g• _ `,�:� I_ .......f - 6. SKYLIGHT WINDOW SYSTEM •.`r+ - r - ;� +� t J,.r ' °' 'a` 7. ART GLASS COORDINATE LIGHTING REQ.'S WI ELECTRICAL • ;. , �" � ..;� 8. KA WNEER 1600 WALL SYSTEM, SEE ELEVATIONS` • N . 9. EXISTING HANDRAIL TO REMAI J A � , T0YP. 11.:'.:*1's 1°` . -a' 10. EXISTING GUARD RAIL TO REMAIN :d,. I 1,10. lig a 1-., ..x. + F 1 • .'"•":.7;:,. .:,•a 4001 ,............„.: lio ., i • 4.. Pr gay 11). „•is,. r• °•`'• .tip 4 4 /♦'•::, .. .,,, �., . r• -, sty '�.,'. o '+ '.1....., . A'. .%,,Apr 7'7." ''t#1,iooii . IS 3 ;�,o+a Y+ AR I f•lip , , , .„, • • • 9 Ci • r. Ni.,....,..........i ''. .. „„.. •• • . . . Ac- , / ..,...,,r.,........ ,,_, , .. 4., ...• • _ p _ /A =; d. I. fir' V vorpr, ... ....40,-- . . ,,,,,,,,eao 44-1Pos. a' /0111 0 POITRAND,OREGON!# tp --..„,;,,.........•w ftt 4• •t *'' S.t. ' *144"Ant'_ 1 t • © GROUP MACKENZiE 2009 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF IIIIII AII411 . A '1141111111111111111111111111 . GROUP A DRANYOMANNER, r. t + WITH PERMt55i0N 4 j " _ . • - REVI�� y au.,..,,rte..y. :.�„ Q DELTA � E w. CLOSING, r/ \ iiI' i ! H • • / • ...• . SHEET TITLE - SECOND FLOOR \ • ,------"-------- \ / , LOBBYPLAN I AND �STIBULE / . . ROOF PLAN y / \ Or D11NrN : J ,44,44./ . / \ CHECKED RA BYBY:AP SJM SHEET fih • Itt \ N- A2.3 Ark. Tatty iiiiiN ROOT PLAN 1 STCOND PTC�C�R LOBBY PLAN ANC3 VESTIBULE NI A'� A2.3 1/4"=1'—on - i 4 • JOB NO 2O8O478OO 4 . . PHASE 1 PERMIT SET- 5/8/2009 . - - 9n�lAA7AflA�*DMA LTA A4...... ACCII nwr_ .IAD .rtR MT/no j t•'ID i•at an • . . LLII J� i cx cu co 1B 1A 1 .4 ..... < w , c NI !? ... fl, . . ,:, ,.., , , il , , (1) Ckl 145, FIN. PENTHOUSE ? F m » , F FIN PENTHOUSE � �; � EL: 57'-9" e,:F » _ IT 1 y ,-.1CNI 1 I 1.1.1 ,.-„A, ,, ,,. , I LI.I. I:‘:,,': I .'.:'1 /Ilk 1 , , , ,., -,.- - ---c-',',‘,1 , , P .�.-_:; -..._.�.,, A8.1 •, ' . 7M � a�` � s ' A T M a�U , 16. c 0 ' 'k .404 ( .:I ' J...i h. 40 :...11.1 .. , 1_. , . . . . .. . . .., . . . .. ...,. ., . ,.. ... .4- ..... -,,--„,, . ,., I t 111 •' ir° '... t. �V� Y� `iE'... . ,. (IP + 8TMOFCG \8/M CEILING B/M BTM OF CEILING (o . „ .EL: 52'--6» I I ! '% EL: 52'-6» ,C ® W 0 :.t ( . I J F 4)I A8.1 ' A8.1 TYP. � �, 0 � �w56-- :8� �::I - w 000 1® -A j:7 N I N I i ' wl wI ,r °' j , 0 TYP. � � � � 0) °� Client t 1 t TYP. DEACON DEVELOPMENT OPMENT I I AIM Cam a t 0 A8.1 h 0 0 901 N.E. CLJSAN ST. b- T/M , A8.1 A T/M : :r: :_ 8/:N. N. I \ FIN FOURTH LR, .:r -,..I1 T., , . , B M BTM 4F C ING,, •, ,......•. ,,,,..„, i.„-., ifff::.•:'-,:' 1 • 2 . l AIM EL: 37'-6» �, � i ! % EL 37'-6" I I CO . I TYP, I w w N 0 . , N t0 D? !TYP. TYP. • ► 11 11 5 Project TYP.O , � A8.1 r w TRIANGLE POINTE w �. T/M ` A8.1 SIM. T/M `� BUILDING FIN. THIRD FLR. ,, �-- FIN. THIRD FLR. . , EL: 28'_0» _., Y� Y ■ ti '� , »• ,, i. �EL: 28 --0 �- 13333 SW 68TH PKWY $ w(1 LL •1J A8.1 SIM. - "',: > _ :T:. .�f., " - 1 0 .rte.�.� .:4,, a . .. ,.. .. _ ., B M B M BTM OF CEILING / Al / BTM OF CEILING ,- » ( r `� \ EL: 23'_6» 1 .EL. 23 6 � � ! ¢ i 0 TYP. H w i f 2 w CO r { w ? I TYP. �' 7. SLOPE w t I z 6 - 6 A8.1 8 1 x A8.1 0 +�BA4 T SKYLIGHT �-� I f ` ,�,� ID T/SKYLIGHT ►��,�,� ' -- T/SKYLIGHT EL: 15'-7" I �,,eI EL: 15 -7 EL,• 15 --7 FIN. SECOND FLR. t , �- (--- \ T• PARAPET ., �. . _ EL: 14'--0" ,. .,.a :�. q , r� r Ae. .<.. L. 14 4 r. �, ,� y. ititi .,� �M M _f W d . f +•, . � P.4 T BEAM I n- p ■ NM - ..4 ,,:,,I i 11-----r-7__ \--EL 12 -10 1/2" T/M T M ^ '�,, ;; r EL: 11'-0" EL: 111-0" ....,\___ 41.0.0• a ; li i 1 0 0 9 A8.1 TYP. , I .F._F.. ��; III � SIM. 0 ({ _ 3 A8.1 S I cic:"'\1 , / •{ i :.,,,,ii 1.01i ,• } { { € � A8.1 i A8.1 / 1 ��,,/ \ 0 i• =tj \ 1 / I (1 A8.1 G 1, f i \ / / fi . .A8.2 ' �i £}I I A8.2 i A8.1 iF { \ /,FIN. FIRST FLR. 4"� i^ - !I 1 _-I FIN. FIRST FLR. I i i ' 43141) 4 . FIN. FIRST FLR. ,/ i_ ro x < 9.,.`*�,^ ,»;v,o a, a, ah p rN ^y •"'�'Y v, `� t'i .'�• >. .•<°"< :.e.:', .�. ., _� • , „ _ �111� .1 fM11. \ Err, • , ,, r wyS.z s �`4 �•4. w ,e. -:, .m.. ,.-.,, ...'E..S "Y.., .,n: kz .. -3:a..;< ,. ,a: .. .,4 2'EG txr a, •<..,.'1yu ... ! .. , EL• 0 0 K EL. 0 0 1 �<.��.,�, ,y �. .��.�w ),.�a 4��f� �`�� .� ,.� . t. � ��v � � �� ,°- EL. 0 0 I :k' o`� S. .l_ ".r. ,,'�''^,,. x3.:�ro .+%�:� .,y. ' '+>, � , � u,?3 �,�f ��w "�'e>:.35 8 ,_\, •. i'' ''{Y -a d ,.2>.u:w" c !` >'".sri, `"aT'�s a'F ,s. .,,+., } 299.2 t-.°1--,.,A t:::: iF. n`�.s. --«. '"" «.. +_•": �.'s>+""• -.1 .�r' 4L'.' � 3, R ....�.....,... ..- - .,.,. J s 2 .:; �e�D,ORE f: A8.2 ' .4')*., - '' H r'.. - •,,,,,,,,,,,,,,,- .•-•.:.1111+4-' ..1c-0' niv oce14'6' w t i i o t '+'s I t GROUP MACKENZIE 2009 ALL RIGHTS RESERVED ,,.' THESE DRAWINGS ARE THE PROPERTY OF ,, , 1 s e k-,%-! ��E AND ARE NOT TO . j ! �� --�� GROUP MACKENZIE t,,,,`` C TNTAR��E� N®RT� TTTVATIC3N USED OR REPRODUCED IN ANY MANNER, : , '� , WITHOUT PRIOR WRITTEN PERMISSIONT , ,; ...., 1/8"=1'-0" REVISIONS: Y } 1.:<�. a¢ REVISIONS REVISION DELTA • FIN. .GROUND FLR. »*,` g CLOSING DATE --14,_0;. ,, > S� THIS t� � A .,. _". '' SHEET iit J 1 X IN PROGRESS + + (T'\ BUILDING SECTION GENERAL NOTES KEYNOTES . + + 1 4"=1'_0» A3r3 / , , » A. ELEVATION 220.03' = O'-O" FINISH FLOOR. ELEVATION INDICATED 1. TRANSLUCENT LIGHTED ART SLOT. + I 1 ,4 ON CIVIL DRAWINGS. ... . 2. KAWNEER 1600 WALL SYSTEM W/ CLEAR ANODIZED ALUM. FRAME I I B. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO 3. DOUBLE GLAZED SPANDREL PANEL 0 0 CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO 4. EXISTING TO REMAIN CONCRETE RIB i, THE ATTENTION OF THE ARCHITECT. 5. EXT. STUCCO FINISH, SEE DETAIL 10/A8.1 SHEET TITLE: , , , t C. SEE A9.1 FOR DOOR AND GLAZING SCHEDULE. 6. SKYLIGHT WINDOW SYSTEM ENLARGED i II 7 7. FLASHING, •, , ill #;,, ,I f A8.1 9 TYP. EXTERIOR f `s ; j`y 8. KAWNEER 1 fi00 DOOR SYSTEM, SEE DOOR SCHEDULE Oi F I F? "`3 F i !"8 1. . . T/SKYLIGHT 9. EXISTING TO REMAIN CONCRETE FLOOR SLAB ELEVATIONS ' a` f _ I EL: 15'-7" 10. SUSPENDED CEILING, SEE REFLECTED CEILING PLAN . . :. . 11. EXISTING TO REMAIN CONC. RETAINING WALL AND SECTIONS i _1 - i , _ w i 12. TURN DOWN CONC SLAB, SEE STRUCTURAL,...... , I • AT. 4M'. :. ; ' D L: ti `fi" ° � in N 7 BEAM , �1� I'■T '1 gg . ' : r ��=1:�1 `EL: 12'-10 1 2" 13. CONC. PAVING, SEE CIVIL 4.0 1111111111111111117.zi:.-ipasipoluM it,ig�, f 1111 . 14• BALLASTED SINGLE PLY ROOF ' ` I} #.q $ 1 2 ._.. T M SLOPE PER ROOF PLAN ,.,,- � �� ,..,N 15 TAPPERED RIGID INSULATION, rr~wt!wr .1 : .' i 1.��l.uwrrrrrlNrirrr11r1tr1Nt , NIL f .A M a EL: 11'-0 16. METAL DECK, SEE STRUCTURAL' 1 j I i e.- I _ •I' • •• C • :' • • • . _ ; 1 _,,, i '- 17. WIDE FLANGE BEAM, SEE STRUCTURAL II !li w co I . £ �''� / {#'- I i I '' 18. EXTERIOR SUSPENDED WOOD SLAT CEILING, SEE DETAIL 20/A8.2 4 N / D ` `` I +, 19. BENCH BEYOND 7 F , ;1 I i t 1 I t ;; 20. INTERIOR SUSPENDED WOOD SLAT CEILING -. { ! ? t ,� ,<' j 21. MTL STUD KICKER c1 5'--0» O.C. f I I I a i o DRAWN BY: JAP I ; i. I / 0 ; w 1 22. 6" MTL STUDS W/ R19 BATT INSULATION x: I I } II 3 I 23. GRADE PER CIVIL l 3 t I 1 ",� I ' I I CHECKED BY: SJM i� ,, 1 I \ I 1 24. TUBE STEEL BEAM PER STRUCTURAL. PAINT TO MATCH t • 41), { 3 p{# SKYLIGHT WINDOW FRAMES SHEET 0 ,iz 1 =jj 7 \ 1 1 1� _�,j t i _,f'f t�w , S{ j x I. : ., , 0 ', T. A8.1 ! I I I A i li ,,,,,,,,\ 1 + ,, I !f . , I t FTN FIRST FI R I,1 ,.. : , , '� .n x u .K. , •, ' ...�„ '" M.Y --ts?lt•,,;.T "^S' �" n 1 � `�`' :,w '. ma. p • 1111•1111111111111111 ''t 01111■ i .' �w " _kv...: .e,„ ,,. ,w t . - :„,.�<t .4 ��_ ro� � � � " y�,-,, !�� > ao h¢° 1^ . a,: » . - _r ;,-77.' '---littvgli-,.. , _.-;„,:-.. A3.3 5 y. 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(,, I , .N. .. :poRrtAND 2eg.0REGGNompsoN+;_Awc: ti ...4.:::..,. /.: , ,... , ...„, . ...•• • .„1. .. . , , pp ‘,...._ „ ...„,,_ , ..............:::::::::::::::::::::,::::::::::::::::::::::,:,:::44„..... ................::: WOME .- V.-4 GENERAL NOTES f.„. .... •, ....______ • •" .1. e,..,s. - • CT 4 itli 1141111 /4 , i.•:;:.•:*...*•:.:*.....'•:•:'::;•.•:*:•*.'•:•:.......:.:•.%:•-...W0;:•.........:•....... / mak "t 0,-- 4r, 4 A: 4 4•4.:*.'...y....:.'........•,::.:.'....:,%::.:.',:...:.".:....1.:.. / dilf A - 4' .•.:.'... %.**:**.•.:%.•.:%.•....**•:.'..*%.':'''.".%''......*:.*:**•:: A. ALL NOTED DIMENSIONS ARE FROM GRIDLINE OR FACE OF ValiV .,'•...., *-: •" .••• N / ily / II '• . • •". ' .. .. .. .. .. ... ... .•• .•• . • . • • • • . t i • • • • ..A.P4pi 0 .:.......:.:.......-:::-...:...........:.:.::::.:.......-..:•:-...:......:..k. Allk FINISH, UNLESS NOTED OTHERWISE. t I .., 5:. ...,- .:‘,4, / ,111 / 1. ' i ••••• * .:*". t■i■i*Ip ill' / JANITOR ••••• • .. • \ B. ANY DISCREPANCIES BETWEEN DRAWINGS SHALL BE BROUGHT GROUP MACKENZIE 2009 ..,.. VW © ALL RIGHTS RESERVED TO THE ATTENTION OF THE ARCHITECT. / i „.,..s. ••,• :** .....:*• ......••••il.r.•:1 N. .• • 11P,,11111011111 110 •,,....,• •• • . % . . . 0 oil , • ..• ... ... .. •, ... .. THESE DRAWINGS ARE THE PROPERTY OF i i •• : N- ' P •• ••• ••• ••• •• ••••••• C. SEE REFLECTED CEILING PLAN AND ROOF PLAN FOR ADDITIONAL .:•. .. •.. • .... •"....: •:. - •• .. ‘ ... SC 11 Ai . • . ..: 7 .. . ......-..........::,....*:;.. ..* .".*.* a110111111 4"1•0•0>„,..00,4t, , ....:;,..\-- 1 GROUP MACKENZIE AND ARE NOT TO BE I . *. -- • ••••••:.•:•'•:,'•••::••••••••••••••••:.":•'.::•••••• ":•••••'''' .• s • • 4 -..: ..:•.:. •.:.....:::: :...,•:::.••• :t .- DIMENSIONS AND NOTATIONS. USED OR REPRODUCED IN ANY MANNER, ' D. SEE A9.1 FOR FINISH SPECIFICATION INFORMATION. L . ... . NW 1111 • WWWWWWINNO 1111 NI Maigiall at al , . • ' WITHOUT PRIOR WRITTEN PERMISSION 4 4 • C . •• '• • ". “41:1.* ..::: ••/ •:* '' •••••• . Y 4-c,.,. *• •••:***•.•••. re- -I;-••• ,....0*,:.•••:.•*._;;i441‘ ..-........ fri . ,, ./4°'. ''' 1 1 - / • ..... lb., .- .....ti: * •..... .. ..•%*4 • Alik i: i•A.e..Z.::i••••••••••••• tactior.44111 •••••••• :. ." • . - E. ALL WALLS TO BE P-1 UNLESS OTHERWISE. NOTED. Aolertat REVISIONS: ---... .,.• ...; • ..... • : .. .. ..„, .i. ... • . . • • • Mci 1,,.., l : ..... . :• rig, le- CT-3 44llIl . . •. • PT,-‘ • • • r ...... ...: :. .1. . • . 1,1 ip.....0, ........... I F. FLOORING TRANSITIONS TO BE CENTERED IN DOORWAY, • . •• . • •.•• ..... •• , .. • .. • .• ..: • .• 5 • *. ..0"' a•• ..... . ,,• • • UNLESS OTHERWISED NOTED. thl_c REVISIONS REVISION DELTA•..•I wr.././ , .. .„,,.41• Ed THIS CLOSING DATE• .0' ;so...44 • • ....• . ...,, ..,...• . :....,• ..... ••. • • . • , ELECTRICAL •:-...• YYP - . , , cgo SHEET• „,,, . ... . ...... ... CI...... ltr...11. ,.1. 1 \ • 109 ,, . •.• • • • ''' .....\ \ . 100.4 IIIIMI. • . . . • • • N • . • .. I sc .. . • .• I 1 - 111 ' , J11 •: • .... •• . .".... .0 WWW1 till as waseimmys a wasimiiit.10 in .. ...” . ... .: . a .• is.., t:CPT -1 • / ••• ..: • •::,'•-. i • ' • • .. I ...'., • ' '., •....-• - ••••• ••• .. . .,. ••• ... :. :• - •:•,,', • 7.-,•47-•//,• . ishilt• • - - ,,,44...,t • .....• p-w....3. .:. .......z. ,......:.•,, .. .... .., . .2... ...:.• ..I KEYNOTES /10 . • . • • • • . 1 . • ii .-.-:, ILE11 : .........C"'•TA-t"... • • ' . ••• ' S. :••• ••• ...-' .- • . • *". - ' - 100 • 1411*:".9 •••• ` ... •••• • **"... S•••• • ••• • ••••• •• •• .1 ••.• ' 1••••• 1 •••• •,, . •:••: ••••• 's •••• •s• ' -*.: • ••• • -• • • s. 1. BEGIN FULL TILE AT FLOORING INTERSECTION I I . . •......• • . •. • . • • • •••• • - • •• • Z EDGE OF FULL TILE TO ALIGN WITH EDGE OF ENTRY MAT, EM-1 • I \ / II .' " • •• •. • . • • • •• • ' .: •. '''' '' •••• . ••• : s •..%4 • • * , ' •• . • .*.*t• • *s‘ , **** HALL s • • - *. s I 3 LAP TILE CT-3 AT CORNER WHERE OCCURS. I I• 4. ART GLASS INSERT, TBD / •• • • • . .........::.....:..;,8.....:...:.i........; 7...%„R.::::. ....................7.21..,: ::.•:::......:::::.....:•::;................'............:....... .:..•.;::•.....#‘• • ...... ..... . ... ,,..... :..:••....:::.: .;...4:•...:." : ... . ... . . •• , . • • • • % • • . .... .... istois 0 IN amms. as as awirm at so rommese In NI ‘ \ ' . . 5. PROVIDE TRANSITION BETWEEN CARPET AND CERAMIC TILE WHERE••••••• •• I 1 ,• .1 ENT-11-•-• : .- . •••• • OCCURS, SCHLUTER EDGE. TRIM AND SIZE TBD. AS RECOMMENDED SHEET TITLE: , . .. . . ... „fa?. ••.. .,..••. „.. ... ... mmummu4V,•• .. -:-: • •• : • .- • . ; • ,•• • . .• . • , • • „.• BY MANUFACTURER. - ' . . 6. CERAMIC TILE CT-3 TO SIT ON WOOD BASE WHERE OCCURS. -\.',. .. ... .... : • ......... ............,...:...;‘• ,....-• ....• .. ......... . .:,.. .,;•,,•;,.. : • - 3 .4.-rr # * 79 ALIGN CTOILLEUMmNSTHMWTAHLL METAL M-1 ENLARGED 8. SHELF AT NICHE TO BE SS-2. • •:. •.. • .; .:.i• •• ;-. ••••. • • • ••• •.: ,••••• #•••• 4 .• • •••• FIRST ck 4 • .. . . P-2 ' • .11, FLOOR FINISH . . .. . . = ,-.. — • MI MI MIIIIIIIIINI 11111 0 \ ./ ' N\5" PLAN . - . • i \ ./ /---. CW' / . \ .. .. 1 DRAWN BY JAP I \ CHECKED BY SJM - 1 1 / \ 7.79 ' SHEET N.,., . . A5.2 0,4•44/19 1/4• =/ -0 ENLARGED FIRST FLOOR LOBBY PLAN . A " ' " . . - JOB NO II 2080478.00 I . i PHASE 1 PERMIT SET— 5/8/2009 • , 203047800\ARCH\478...A5-2.DWG JAP 05/07/09 13:24 1:4E840 i CD • CO i C < CO ' C C 0 x co co• •oa. 0 `. .' o * • TTSCD-2 WC-1, TYP LEGEND GENERAL NOTES IC V GB-1 EXISTING EXTERIOR CONC. WALL TO REMAIN Ai SEE PLANS FOR ADDITIONAL INFORMATION < S 2 2 i Q Q. i Q.3'-4" 31-4" b -4 51-0" B. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH 1 { EXISTING INTERIOR WALL TO REMAIN UNLESS NOTED OTHERWISE 0) • GB-2 c UNLESS NOTED OTHERWISE TTSCD-1 - CERAMIC TILE WAINSCOT C WALL THICKNESSES ARE NOMINAL NOT ERWI E I�r� •_ • • •••■• OT TO 7 2 A , SEE ELEVATIONS 5.7 AND /A5.7 • �..� . � .�..�..•_,._,.� TTSCO-1 INSC - FF S 5 A .,• ,. . . . . • . , ' • . .• • , . �, D SEE A9 1 FOR DOOR SCHEDULES � w•' nioll111111,11111111Elit _�� U .' E, DOOR OPENINGS ARE 4" FROM CORNER OF ROOM U,N,0 = 3. •. ; . ',;. • • ,:. , SUSPENDED INTERIOR GYPSUM BOARD CEILING, �,� •. : ' :': SEE DETAIL /A8.5 F. SEE 7/A5.7 FOR TYPICAL TOILET ROOM ACCESSORIES AND IIII .fl acv �' 0 I! 1 • r t FIXTURE MOUNTING HEIGHTS T! IIIPM i M AT Aft. : , EQ. . . .FELL . gQ. E ' • r 111Lk.ii::`.,,,. �, , �. G. INSTALL 2" NOMINAL THICK BLOCKING AS REQ'D TO SUPPORT ® " I• ,' ♦ . • • , :,. M SURFACE MOON TOILET ACCESSORIES, TOILET COMPARTMENTS, URINAL SCREENS c ( ) 0 a . .-,-,{ YP • • . • .• • �..•• .. . . �� . . ,�f� & SHELVING ti.. � C � s(.. ., ----- MN d% 1111011111111111111 N BATHROOM SCONCE H. ALL WALLS TO BE P-1 UNLESS NOTED OTHERWISE. _ .1.3„ 0 0 I* 4 E w �i �:�:� I,��^' Ii WHERE ALL EXPOSED TILE EDGES OCCUR AND NO BULLNOSE TRIM IS a) 2 16- a (1)1! ---< U --• FLOURESCENT COVE STRIP AVAILABLE, FINISH WITH SCHLUTER STRIP, SEE SPECIFICATIONS ON A9.1 O ill . .TWA allifmaimallallilailli."11111011111111117r�fr�fr�rl rwy UMR-1, TYP .� • ••d'• .• •,�; r .,.� „ • J. FLOOR AND WALL TILE: TO EXTEND BENEATH COUNTER TOPS, TYP. CY. � �. � s vel � �IllaNI amagmenummaaililliarnill 0 .1.::,./.0-- "ti.' • •• • ., •� , SN Y- �� .,s•,,•�+�t t' •fit.• �'•;�! y �,�...........r -• . �. . •,:•• r 'iAlr. / f R W UNDERCOUNTER BACK-LIT STRIP, 4'-0" K. SEE LIGHTING SCHEDULE ON A9.1 FOR SPECIFICATIONS ' ' �~ `� W SD-1 „ �T r•_....� ..• *- ,,__,,...� .._ --•-•+ W1 UNDERCOUNTER BACK-LIT STRIP, 31-0"• • • • . . ,immir 2.-6 n 41-0" Client... . E-.• ;,..:. ........... ___.summr.-wrir. 4:.. €1 iiiimik Hwillj:; , ... ., •• . . ,N ., . .• • • N - . .. '- --"• 4/ lie ' t 1 . , ,•�, ` c-�.e :. • .;�" / A 1 ADA ACCESSIBLE TURNING 4• p--. - L .. 1 ° ( o RADIUS AND CLEAR FLOOR 901 NLE.GUSAN ST. , LA_? s I x 1T '4.. _� M'' l w w SPACE , 1III► 111111111111111111111 PTD••-1 f r. �' 1 1 , C 972 2 'WY 1 4 IlliOn111111641111111 . • e . •• ..•••••••• , • . • .. '.. \ / +` ----....1 a ADA SHOWERS 4)ill .." ..' • '....•...' •.... ' % ' ■ as as ■e�wiw al • '--.*,-,T. Q' n MII wrriMM �M.�r • • , _. t f ACCESSORIES TCIL�L ROOM NOTE: SEE 7/A5.7 FOR MOUNTING HEIGHTS AND DIMENSIONS . 1i TOILET PARTITION, TYP. SEE A9.1 FOR SPECIFICATIONS 2 REFLECTED CEILING PLAN UMR-1: UNFRAMED MIRROR, TO BE MOUNTED ON STANCHIONS 2. URINAL SCREEN • 1 FIRST FLOOR WOMENS TOILET ROOM PLAN COUNTER FOR LAVATORIES W 4" BACK SPLASH, SEE DETAIL 9 A5.7 TTSCD-1: RECESSED SEAT-COVER DISPENSER, SANITARY NAPKIN DISPOSAL, AND TOILET 3• / / 15.7 AT ROOM 105 1/4"=?'-o" AJ�`.7 1/4"=1'--0" TISSUE DISPENSER, BOBRICK @-3574 4. START TILE LAYOUT IN THIS CORNER WITH FULL TILE • 5. NOT USED • TTSCD-2: PARTITION-MOUNTED SEAT-COVER DISPENSER, SANITARY NAPKIN DISPOSAL, AND t 1 TOILET TISSUE DISPENSER, BOBRICK B-3571 6. 8" GYPSUM BOARD LIGHT SHELF, SEE DETAIL X/AX,X : Project -, BACK-LIT GLASS WITH FILM TTSCD-3: RECESSED SEAT-COVER AND TOILET TISSUE DISPENSER, BOBRICK 8-3574 7, 2" AFTER • BEGIN CERAMIC TILE 2 AFTER EDGE OF PARTITION. SEE ENLARGED UR-1 TTSCD-4: PARTITION-MOUNTED SEAT-COVER AND TOILET TISSUE DISPENSER, BOBRICK B-3471 8• ��LDING WC-1, TYP ELEVATION 8/A5.7 SNV:1: RECESSED SANITARY NAPKIN/TAMPON VENDOR, BOBRICK B-3500 PTD-1. 9 CENTER LIGHT SCONCE OVER SINK AND MIRROR EQ. E 3 -0 3.-0 5 -9 RECESSED PAPER TOWEL DISPENSER AND WASTE RECEPTACLE BOBRICK B-3803 ,p. BACK-LIT LIGHT BOX, SEE DETAIL 9/A5.7 13M W 6TH PK Y • SD -1: RECESSED SOAP DISPENSER, BOBRICK B--4063 G8-1 11. BACK-LIT LIGHT BOX, SEE DETAIL 9/A5.7• COORDINATE WITH -MARDI OR 97223 ..r ...:(4...:,...,.. �� =p « y .1***,, LA-1. KOHLER, PURIST K-2314-1 BISCUIT 96. TO BE INSTALLED PER ADA CODE. i. :,• t .; .,.. .:.,• :» .„a•.w •, ," '.••. .�,•;,r '.:.$1:::..., -„.....::..*/....,:....••� • s .. f• . . - , EXISTING PLUBMING' SHAFT FOR CLEARANCE r.. ! .+• 4.+ "• R 'a! y •'•••• , m Se .46 j ',- .. , • S��. $ti FA 1 rf 7.':„ �..'�e� r1�i��.•'�w''►k•t`� •":• �w,�••':'� •,sr3 ii;�•• ►''+••+t At•,�$i f�� A. t td •t •..•� 't • fs ,{�• ",.t�•.••s • • I t KOHLER, PURIST K-10952-4, BRUSHED CHROME • _,. !_ 4 GB-2 ;`:, WC-1: KOHLER, KINGSTON ELONGATED WALL-HUNG BOWL. WITH REAR SPUD, K-4329, BISCUIT ` 0 �wu�r - • »/...,_.`-( --.. ...-`-i-[,.., :.,. -�•.-=---».-....� -#,- *. ......•._-.�•�1 TTSCD--3 _ ~• _ UR-1: KOHLER, BARDON URINAL, K-4960-ET, BISCUIT 1�' /T 1 �� 1 "� `t•.• '�...'..�'�' '...�.• w .� .,��i... .�. GB-1, t ,�, �• I •,� , • �, ,��., t,f GRAB BAR, BOBRICK 8-6106 36", 1-1/2" GRIP, SATIN FINISH N .y!, `.t.t" r I f`'h '• .lMm w I •�••r•,,�,a°f'ai•,,�' ri J �, ,.. ,•'n ., GB 2 BAR, _ -0• ,� GRAB BAR BOBRICK B-6106 42 , 1-1/2 GRIP, SA TIN FINISH 1011111111111 "..,fi'' r..4 Mir 0 '4410,40002 11110001.1! MI ( T_4 A lilt TTSCD-4 : .: • .. EQ ~ : ' ' ' :• " Q F '• ••'M 1• - Q., •.' • ••• Q.• , • •• •..:, • E• t.• •. • ••. •Q • . /ii• s " • • • •IMMIIIIINENIFIIIIMM111111 ' : : ..♦ cn T USH 0 ...„,„ d.,....„, 4 ....,111111111111M/r146. . .' • • ... • . • • • • •�' :. • • , .. • • . . '. •'' • � • CONTROL . . .0001.=,- -diri•C=1•11 I 11111111111111111011 r-- ' 111111111111 r , - .;„......:„ 4 \ 0 7. ✓l%!. �. mr a.r w rr a. e. as rs se ,i:,..;... ..;,,,,A i •'.. .::'.. •.:.•.-.-:' ••:-.'.• . . -.: • ...:.:. •.%:• ::-..• .;.' rt) Z In f. //.�✓r✓.�'.�/r i"�i ass en .t to sw ea ws �as .� (1` M '��j A I M Q:,--r----) w SD-1 0 � TYPICAL ACCESSIBLE STALL ACCESSIBLE URINAL STANDARD URINAL 0 STD WATER CLOSET - UMR 1 GRAB BARS • CEILING PLAN "FIRST EL3t�R BEN S TOILET ROOM PLAN 4 REFLECTED � � � ov p-id A5.7 AT ROOM 111 1/4"=1'-0" A5.7 1/4"..f--0" ' , kJ > • ' Li \ Oil =M Z .` Q Q 8 M o P 2R PLA'S Q � /-P-3-\ JANGLED VIEW / � © * * ` ' /A `.0 `. LIMN= MHO 01.1 MIMI WNW MINIM. CI) GRAB BAR SECTION LAVATORY MIRROR ACCESSORY ACCESSORY RECESSED • NAPKIN TAMPON ' ►' 0 UMR-1 ACCESSIBLE NTS / �, < 1 E x . ), 4, . • PAPER TOWEL :.~. ,,, � �"IA El iii -aTT � DISPENSER/WASTE RECEPTACLE -. x,�,#. . Il • THOMPSON vii • 1 <= 8.i. I 11-8" 42)1`!, ' 1111 C MO 1111 : k Q Q X 1 .0 Mr IP, Wiri GROUP MACKENZIE 2009 i�� Tl�l I 1 t 1 1 \ l / p I w) p ALL RIGHTS RESERVED `� �`... r.. •...• d` THESE DRAWINGS ARE THE PROPERTY Off' / .A aliMall FL•,EYA'i10N_C ELIEMOND GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, Apph ACCESSORY ACCESSORY ACCESSORY ACCESSORY WITHOUT PRIOR WRITTEN PERMISSION NIP • M ADA ACCESSIBLE I �iI STANDARD � STANDARD ACCESSIBLE STANDAR i COMBINATION TOILET COMBINATION TOILET COMBINATION TOILET COMBINATION TOILET 9 SEAT C01�R DISPENSER SEAT COVER DISPENSER SEAT COVER DISPENSER/ SEAT COVER DISPENSER/ REVISIONS: P-3 / / DISPENSER TOILET TISSUE DISPENSER $ •5,7 SANITARY APKIN SANITARY/NAPKIN TOILET TISSUE DISPOSAL/TOILET TISSUE DISPOSAL TOILET TISSUE in REVISIONS REVISION DELTA DISPENSER DISPENSER R E„Pc; CLOSING DATE I iii/TYP ' ..... CIP NOTE: ALL STAINLESS STEEL ACCESSORIES TO BE SATIN FINISH UNO , OTYP 7 TOILET ACCESSORIES AND FIXTURES Q ,..) -0 't ,r .1 i'''' w A5.7 MOUNTING HEIGHTS AND DIMENSIONS 1/4"=1'-0" o � o x • WALL TYPE AS SCHEDULED t a NOTE: SCHLUTER STRIP, STAINLESS STEEL, ON ALL r PAINT WHITE• EXPOSED TILE EDGES. SEE A9.1 FOR SPECIFICATION. -. MIRROR, UMR-1, TO BE 1 •--�- N BEGIN CERAMIC TILE SHEET TITLE: ♦ ---�• 2" l a MOUNTED ON STANCHIONS - PATTERN 2 BEYOND ., ELEVATION F BI EVA11ON Q \ �- FROSTED GLASS MOUNTED PARTITION B.JFI .1' ON IE BEGIN FULL GLASS TILE 5 FIRST FL HERE AT TOP �-�- p" FABRICATED COUNTERTOP TOILE:. t ROOM CUT CERAMIC TILE, W/ 2" THICK RUSTICATED Ih '» 5 cn DIMENSIONS VARY TO d• PLAN ANC WOMEN S TOILS ROOM ELEVATIONS EDGE - COORDINATE" " ALIGN WITH TOP OF ELE=Y ATIONS =1 -0 . Wj ARCHITECT A5.7 �/4 DOOR FRAME, T-2; 11 ;10 rx,..mairvzw►ii mrz.II u�i✓�pzzaI�zz..r/�►�ii�h CT--5 II171 .�; STEEL ANGLE SUPPORT, P-3 SINGLE-WIDTH STRIP //r------\-8.111 24" O.C. 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I._. ∎ ,� T CERAMIC TILE „I SHEET ` .•:, 4�:, `° r CU PROVIDE PAINTABLE SEALANT N UNDERSIDE OF COUNTER lifillUlulli IFIUP-IIIIIIIIIIM ° x / 6 HIGH, CT-5 P_1 �I j 1 - AT PENETRATIONS, PAINT ...�I w / _ _ TO MATCH WALL 6" CERAMIC TILE BASE • -\ �\ j CT-5, SEE A9.1 ■7 ti FINISH FLOOR SURFACE °- 2,-103"* > TILE PATTERN LAVATORY SECTION - J 0 s ��N S TC3IL�T RCC�� EL�VA�C3N5 8 ENLARGED JOB Na,NO _ AT MENS AND WOMENS TOILET ROOMS 111 AND 105 1/2"-=1'-O" 1 1/2"=1'--0" 2080478.00 A 5.7 1 4"--1'-p" Jr.7 A5.7 w U 1 r . PHASE 1. PERMIT SET- 5/8/2009 onana7onnl ADMAN 470 A R._•r.nur} ism as nR tnti/AD-111.97 1.to M c < c W c c 0) i CD r L. '� ' � h � 0 � al (g)° ' � Nco 0.1 6 -, 0 TYP TYP A8.5 TYP 0 TYP 0 TYP FIN., ZC GENERAL NOTES cE2 Z 1 c. 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'... , ' • , . 110 WV . © GROUP MACKENZIE 2009 111 / ,:' ,::, ,:,,,,,: . •••• ... ...... .4...., . .• .. A. ALL NOTED DIMENSIONS ARE-FROM GRIDLINE OR FACE OF .' GROUP MACKENZIE AND ARE NOT TO BE . - -. ' 11 - ALL RIGHTS RESERVED **AMIIIVillibila*It Lib..N11 - " "*II' ' 1 %44, all "II 31,44<rS ' i; ':!:::,;' !i,! i „' ilk. - THESE DRAWINGS ARE THE PROPERTY OF Mill.,UFR Ilb.- II 41141411161 . .." ',::::,;.:: • I. • . •• 4 ' .,J.,., .., . ' .....• I.Fl. 1#3 , . .. „ ,,,,-,,.,,,, Al 4 4.... , , ,, , am .1th ..../..voe. ii:_44.•.1. :111,..:-.‘ .•'-.. . ... . 0 ...., ....,:. '. . t; ,,::.,.;:i,„:::,..:..4:1,..... .;...pg:...:i...:*.' %, :,...i.. • ,,,,,i4 ,.;!!,j. . , . . . au ag seammun so at assumr me se Immo fag li ...:-... ,.,,,.. -,f,:!:i.,..:li 1,. ,-,,i,,,:',,,,.,,,.,., . ,. ,.,, ... - 4•11•1■• , „„ -1--., -4***.-• • ' LI ,..... . ,Vii!iiii•T....._ :: ... ,...,.., . .iin .,. . .. • . 9 ...... . . .. .4 i ...... a AFINNyISHDisUcNRELEpSASNcNiE0sTEBDETOwETHEENRWIDSREA. WINGS SHALL. BE BROUGHT , USED OR REPRODUCED IN ANY MANNER, , L •-: -...," WITHOUT PRIOR WRITTEN PERMISSION TO THE ATTENTION OF-THE ARCHITECT. • . • . rs- . - • 1 - C. INSTALL LIGHT F7XTURES CENTER ON G VE. SPACES, EQUALLY REVISIONS: ---.... 4 WIN , ELECTRICAL L 7 i :.,,.!,.,i,',.:: ..i.4 .*:.....::-.;...1.. -..f..tap, lir. DISTRIBUTE, UNLESS NOTED OTHERWISE. 5 ...- ••-• - --,4-.4 (o< REMSONS REVISION DELTA i-,,,,,,, / • ' " `ii.:1,-! -.• -1:-.• ail . ..--,. ' v: .. , .. .,, /- aj ThiS CLOSING DATE la SHEET ' b% .1 -- • /,-/ V11M1 : 1 • . : -". .-.! ?*, */*- t . • . . cra , \ . 1;*i;'ililW • all 7: .' :";,..1*.i.%Ii• ./' ....:::;.* '' .4 '. \1 ' N ll I 14 I - . 7,pflmaiI,'P. : • 1..4 • ':: •4 • go• • • • •• , , . I 1 1 I ‘ KEYNOTES TS Ili .. . \ . . , 21. INTERIOR SUSPENDED WOOD SLAT CEILING . SKYLIGHT WINDOW SYSTEM SIDE CORNER OF KAWNEER 1600 WALL . 1 - I II II l. :.•. 1 ,. ,,.... ,,,-.. ip a siereas st a aumware is NI MOM W I/ '- 1111. i . • • 3 4.. E1/41X0IRSKTINPGOINSTT.UCCAOUGFINNIISNH . ..... , . • / , I • II HALL 108 ihi I / , .‘ 1119 '1U1L-1. . . ion ., .. .. . :. ... . .11 .H-p:• .•.• :... •": '• •..Ai* •. . •,.. ,.. •:,! ,5_99-111111 AFF pia 777777/(q1U1!, ; 1: .. .. •• •It . ...• .. '• • •- . .W.- . • lop IIIP al HALL 110,4 [ . . • I: 'Y4 lilfit. . iiri 0. .401., . ...... ..:.,...... .. . .,..... ,,.,......,:... .:..0.....2.. ..1.3..T., ...,.... ......: .-.1111, (1) .4 di104 KAM . . . ,.... .ft, ..,..: ...": , 106 SYSTEM AND OUTSIDE EDGE OF SKYLIGHT WINDOW SYTEM I I - t . . . . 1 . , . , INTERIOR , . , i' . ii ST \ . :. R T0':GYPSUM P. SFUQUR' BpOLAARoDEmCEENILTIN0GF ri- 6. EXTERIOR SUSPENDED WOOD SLAT CEILING, SEE DETAIL 20/A8.2 . . / . . . . . . . . .....lror •: 7 ,. • . . ,.:. ,. . :, ,...: •. . 91-3" AFF 4 ‘ ••• • - $ . . • ,• ., ... . • - •*''' . .. . ... , , . . ... ENTRY ••• • •-: . .- . - - • *•-• :. *. •• • - 107, ... .. - .•• ' *. • •• • • . „ . . .,.... .• .. . . . ... .,.... ., irr. . ....... ... ..... ,... A". "- • ••• • : . ..,, , ti...-.... ... -. :. •• . . . . ,.. .. .. ,. irk .. 0, .. , . • . 0 . . •. ,.. A43.5 ..„... • 8.5 • - • .• , • ji. ...... .. • . . .. ... . • ..., ... ,-. • . , •... . .. • •• 91-6* AFT " 9'-5 AFF • \ 8. MODIFIED HVAC DUCT ABOVE, SEE MEX CT HU AR NESICAL 9. FLOORING PATTERN- BELOW SHOWN• FOR REFERENCE ONLY. • ' 10. LIGHT FIXTURE SPACING. TO FOLLOW FLOORING.PATTERN BELOW. SPACING TO BE EQUALLY DISTRIBUTED. 11. LIGHT FIXTURE TRACK MOUNTED ABOVE WOOD SLAT CEILING. . SHEET TITLE: FIRST FLOOR . LOBBY . INSTALL LIGHT FIXTURE HEADS JUST BELOW WOOD SLAT CEILING. . . .. . A REFLECTED aW WWWWI a a .............................IIIAL.W..............-.. ' et \ - 12. PAINT P-1 • 9'-6" -AFT :' 13. .PAINT P-2 CEILING PLAN . / 4z) \ . 3?" (9 5'-,9° 0 ' (Ne t . q - • I / ' \ e dd v.l& ' e:toke . l' DRAWN BY JAP. I \ . CHECKED BY: SJM , • ., SHEET .1 VA 4P bc . . b ' . , , . . A6.2 . . . , ii,N. . 1. FIRST FLOOR LOBBY REFLECTED. CEILING PLAN - A . , , .. JOB NO. 2080478.00 . . , .- . , . . .. . .. ... ........ ..._..., . . ................... ......,.... .,..... . _. . . . . . . , . . . . 6.,.• .0 0 Uml g C 0) CD Ct; ei 11111111111111 It= j .T.; 1p.,: aA* te 44 qte, 1 B 1 B . 1 B NI - ,.., .. DOUBLE GLAZED VISION EXISTING TO REMAIN Z f2 2i: J', ,,,r- \ I- %/` EXISTING TO REMAIN , i < 4 -i n \ ' PANEL CONC. BEAM / BEAM EXTERIOR . 1111 '41, DOUBLE GLAZED SPANDREL 1" 1 III 1 CONC. RIB Umil < . , r- EXISTING TO REMAIN . . PANEL KAWNEER 1600 WALL J ,---,1% 1 tkko CONCRETE WALL . . <7. ' I .. \\\ 1 MTL STUD KICKER 11 SYSTEM W/ CLEAR '°-Li.17 SEALANT AND BACKER ROD Se Lei EXISTING TO REMAIN .. \SW- *__---------r"------ ANODIZED ALUM. FRAME SYSTEM W/ CLEAR ' n 0) . CONC. CAP .. ANODIZED ALUM. FRAME DOUBLE GLAZED PANEL 6 ptero.- .09 11110011 rommoreel , • 4 - - . Ls . \ r \ r 1 \ 141 14: 94-ve a 41P1 I F.F.E. 1 lilt' it t? PER ELEVATIONS c'''-' . 6" MTL STUDS W/ - c 0 > co . / \ ,. .,, r „ex i .-i , q / BOLT MTL ANGLE AND t7)' 4)3 Z , i \ 00._ R19 BATT INSULATION 4 , , 4141111111111 \ ell -----1 MULLION ATTACHMENT PER < EXTERIOR i . '4 1 ..,.1 4 < Z <> --1 •C s',•-i c 2 . , 4 ' T r--.1 FIRE STOPPING, TYP. ,c,..„, . :_z-,....._1 'I. - 1 'Mei , . of m , , WALL SYSTEM MANUFACTURE a. '4 <1 ..,...-_,••••••ex <1 AT EACH FLOOR 6, Wi :07,: or 40 2 <> 11;1,_'.!!! -.9mmummulmmummommimmummult, __iL B/CLNG oil, \ ' ' I i 1 PO = c .... 2 (a.)) 0 OD MEE i'ml --IIIIIIPIIIIIII SEE ELEVATIONS T :: 1 1 1 1 q I BOLT r 2 i'''''l BREAK MTL, MATCH \ EXTERIOR --- --V% SEALANT AND BACKER ROD : I 1•,,v WINDOW SYSTEM Z A <> 0 4 II SHIM AS REQUIRED KAWNEER 1600 WALL \ ' <-1 ' .--, • ' CONCRETE ANCHOR, .... i [...J _ . t= ilLil'e 11 71:1 ge) 1 <1:04C4 = M C 1C3 747.; te; 4 \), t4") (2) 1/2" DIA. SIMPSON KAWNEER s y STEMty160CLEAR O W A WALL SYSTEM W/ CLEAR SEE DETAIL 4/A8.1 Cti * 0 EXTER OR . ANODIZED ALUM. FRAME ---\-- STRONG BOLT EXPANSION 4161112.111111 ._ tD .(3 43, 8....-- - FINISH FLOOR MATERIAL, ANCHORS W/ 4" MIN t r----1 ANODIZED ALUM. FRAME I• AI , Hai SUSPENDED CEILING, <1 "2 SEE FINISH PLANS EMBED 1 B \ KAWNEER 1600 WALL t us SYSTEM W/ CLEAR cDEAtient coN DEVELOPMENT , IIQI DOUBLE GLAZED SPANDREL AS OCCURS , 4 -/ I I EXISTING TO REMAIN 1 , 4. , aloft- PANEL -4444If 1 1 ANODIZED ALUM. FRAME MOUP • . .., .. I ...r._______---------DOUBLE GLAZED VISION . ' <I CONCRETE BEAM •/ Z,..‘ • PANEL . SHIM AS REQUIRED ,pp. ,dej CONCRETE ANCHOR, 1 901 NE. GLISAN ST. EXTERIOR L A---. DOUBLE •GLAZED SPANDREL SYSTEM 11 pp ....L1 SEE DETAIL 4/A8.1 PANEL SEALANT AND BACKER ROD SUITE 100 PORTLAND, OR 97232 I. -41111 11111 1 1 I 1 6" MTL STUDS W/ 0%41164 6" MTL STUDS W/ 1 't '''..------.------ ..'"'"- 518" GYP BD. . , _...,11 Ill 6" MTL STUDS W/ ..................+........... R19 BATT INSULATION R19 BATT INSULATION = R19 BATT INSULATION 6 o 6 .D E, cc < 6 1 WALL SYSTEM AT HEAD 2 ---2- • WALL SYSTEM AT CEILING A OWALL SYSTEM AT FLOOR SLAB 0 0 _, 4 CONCRETE ANCHOR o z 0 5 WALL SYSTEM JAMB co z A8.1 1 112"=1'-0" (A A8. 1 1 1/2''-----v-c ,A A8.1 1 112"-'1'-'0" (A A8. 1 3".1'-o" (A A8. 1 3"=1'-0" I 0 6" SKYLIGHT WINDOW SYSTEM TAPERED R19 RIGID INSULATION DOUBLE GLAZED VISION (3" @ SIM.) SKYLIGHT WINDOW SYSTEM 1/2" PROTECTION 1 B PANEL XT RIOR 2 re COUNTER FLASHING 1"-., ) 1 A FLASHING BOARD WI 1/4" PER FOOT SLOPE BATT INSULATION rin KAWNEER 1600 WALL A EXTERIOR so re COUNTER FLASHING MTL DECK, EXTERIOR TO ROOF DRAIN, SEE 11A2.8 4 SYSTEM WI CLEAR -4e- -9-- --r1 op FLASHING ci) SINGLE PLY ROOF PER STRUCT. BALLASTED SINGLE PLY ROOF PAINT PER ELEVATIONS SINGLE PLY ROOF -1-1 , 5::"F DENSGLASS „............................." ANODIZED ALUM. FRAME :H ilia 5/8" DEN SGLA SS BALLASTED SINGLE PLY ROOF NEOPRENE IN FILL BA TT INSULATION pla p1M- lor A" PLASTER OVER , BALLASTED SINGLE PLY SINGLE PLY ROOF lig SEALANT AND BACKER ROD "tc,, FINISH COAT OVER COPING grii SHIM AS REQWRED 7-\ _..,_ _-.=_?z_117N- 17iliNtOPW 11 I %" PLASTER BROWN Project 1/2" PROTECTION BOARD 1/2" PROTECTION BOARD MTL STUDS 1/PARAPET.6, ow- NI 1Lá \ ,,, B/m _70-0 1... -.IOW!/MI iii SEALANT AND BACKER RO• . i ibil ww- COAT OVER 96" -----. FLASHING TUBE STEEL-'--N i 4 Oltlidiz TAPERED R19 RIGID INSULATION 041-11!i - TAPERED R19 RIGID INSULATION PER STRUCT. 14'--4 AFF T TRIANGLE POINTE - -mop 1 i A 1 1 4 rio 11111 -44110 PLASTER SCRATCH COAT , 1 ......______, 518 DENSGLASS BEAM PER. r.,,-. ..11.,21. _ litur4L'1.,170,441....:E.: °174::::....4-iii WI 1/4" PER FOOT SLOPE W/ 1/4" PER FOOT SLOPE BEAM PER too --* I Nam fti BUILDING to , , "to 0 .. m Iiiik 2.. , , NEOPRENE SEAL STRUCTURAL. TO ROOF DRAIN, SEE 1/A2.8 TO ROOF DRAIN, SEE 1/A2.; STRUCT. -idtoroaett oc4 I SELF-FURRING LATHE T/SKYLIGHT Aix, ' I i ri 10,44.117•1244.41A1.24 .... ... .. _, _AI. s, CAULKING 't"-: 0 1 -.44 PI Ool.- A MTL DECK PER STRUCT. kgON gli,.....441,04," ROOF DRAIN, SEE t 1 13333 SW 68TH PKWY ' .4Wle 400S162-54 ,..--Alm ‘7:;;;;:■:1■1•141•1•:%.;::7■WAVIWW*T4Z*T*T.I4M.;•'•t:MI\...-40 DETAIL 121A 8.1 IrW i'lr Nrilla 1"Ir itti ril*11 I liti............ 1/2" DRIP EDGE 110 44111110 WATER PROOF MEMBRANE -4011 EXTERIOR (50KSI) IP 6" 0.C. , irsimeitsp--- riet-- 174 'Or liv Milimr-- "" 1 CEMENT BOARD 'TIGARD, OR 97223 , :...itiLAII.,A,,, 411.. A ildik WAIL.AL 40.411C ,1106.. .1. ,..4 5/8- DENSGLASS piamil 1141 . 1. 1- 1-41 : 0 • . , WI 3" MIL TRACK T/BEAM i uommossmffm■Immai IT 1BEAM eb 111!!=1111y■NIMINNINmsur - ; irmalwar WEI MIN T BEAM , Flifir roil MTL STUDS PER STRUCT. I ' '0,111066 12'-10 1/2" AFF T 12'-10 1/2" AFF T Alr , f IIII.IIIIIIII 4111 OA II° . ."'''"'' '''''.-----SKYLIGHT WINDOW SYSTEM ON TOP W/ R19 spi :.RIK ra-rall11111 CLOSURE 14- ----"111111111411/ p 11 ekAstxx,tx*I4X•r~"I'47.%W.W4M+7.TiVV01)"*;17;,)diL,: :in":"41.;""19:4;46ti i 119i ' i 12'-10 1/2" AFF IN 1, r10111 BA TT IN SULA TION BEAM PER STRUCT. PLA TE • ki I ,...,,,,„, , 1 1 ...,.,,,, BLOCKING PER STRUCT. EXTERIOR .1 MTL ANGLE, SEE STRUCT. 114111111 MIL DECK PER STRUCT. ,4111 I ir Mt-.0 __J 1 __ 1 7._ Ill, ' -. , , 1 m S UD CLOSURE PLATE 4100- I 1 AtariNI i • I 110111 --ieoll1=111111014 \ T/M 1 ' METAL STUD, SEE STRUCT. I , / //4■1 R19 BA TT BEAMS PER STRUCT. I 111 -- ftill11-41 1 • I BENT P PER STRUCT. \ 11 ' 41 KICKER .. i / i/ b....rff.....-..«.._ INSULATION Mir N..... illi."■11 1 1*-0" AFF i ilIP-4111 . 1 \ as gli SEALANT AND BACKER ROD 1 - -- 11 518" GYP. BD 3505162-54 . . ' I I 5/8" GYP BD tikal 3505162-54 (50KSI) 016" O.C. WI 3" I -sl, ' ' , ' ' ' ', ' R19 BATT INSULATION it;'* - t. "-- SUSPENDED INT. WOOD SLAT 518" GYP. 4 , . 2 II w MILTRACK ON TOP WI R19 v. xawl /4. 0 i , , , -- ,-. SHIM AS REQUIRED A., F.F.E. 1 ii MP', ! (50KSI) 4016" 0.C. 1 lo ,-''' 10,...II up I '7, 7 ..Z.r A r BASE PER FINISH PLAN CEILING, SEE PLANS BD ---- ------------------------ - BA TT INSULATION ' -d4+11-' W/ 3" MIL TRACK i humenonimai 24.. .. iiiiiIiiiiiiiiiiiiiiiiiiiiiii ' l MilinommillEllanna tr.:Au 1 --- ---- - KAWNEER 1600 WALL SYSTEM =maw B/SOFFIT k TIM 044 _JO...2... . i i PeViaNtlesit FIRE STOPPING, TYP. ON TOP \ T/M k \ 11'-0" AFF T 1 1'-0" AFF T I 11111 I 1 1'-0" AFT T SEALANT AND BACKER ROD ‹, i 111 AT EACH FLOOR \ -4 , ..........,1 il • 11 , FINISH FLR MATERIAL, SEE \ SUSP. EXTERIOR WOOD t....c SUSI'. WD SLAT .... - . -- \ -4' , *apt FINISH PLAN 518" GYP BD co z CEILING I EXT. STUCCO FINISH 5/8" GYP. BD SLAT CEILING LI 0..........4 . 1-- - I Mil ANCHOR, SEE STRUCT. < -D < 1 0 PER REFLECTED SEE DETAIL 10/A8.1 I- I- KAWNEER 1600 I- KAWNEER 1600 EXISTING TO REMAIN x x CEILING PLAN tr. o WALL SYSTEM 0 WALL SYSTEM A8.1 LA_ CONC. SLAB Z., ir / o u) z 6 WALL SYSTEM AT SILL -I -J 7 SKYLIGHT JAMB (13, 8 HEADER AT ENTRY . cn VESTIBULE SOFFIT , ._ Cr() EXTERIOR STUCCO FINISH 1 1 . ,.... 1--- 3n=1'-0" S.) ( A8. 1 1 112"-'1'-0" (A A8. 1 1"=1'.-0" cr) 1.1.t A8. 1 1"=1'-0" LI A8. 1 1"=r-o" u) A8.1 kJ 03 Z Z < < CC CC 0 0 (. .1 (.. i , METAL STUD 1 I a.i4j / .1-- , SECONDARY DRAIN PER PLAN 3'-O" DOUBLE GLAZED PANEL ' ,<7 o PER ELEVATIONS LINE OF LEAD PAN uThj tt BALLASTED ROOF I il EXISTING TO REMAIN CONC. WALL o z 1 1 SECONDARY 0 o 01 112" PROTECTION BOARD WATER DAM I- - PRIMARY DRAIN o ROOF DRAIN KAWNEER 1600 WALL .<`..<59 A-1.70 LI ' 5/8" GYP. BD z (1-3 0/ TAPERED RIGID INSULATION AS REVD \ , o Li PRIMARY ASSEMBLY SYSTEM WI CLEAR , •.,7 3'-0" DISH SLOPE 1 a. (r) cr ROOF DRAIN TO DRAIN WI 1" LIP Lu 3'-0" 0 DISH EXTENSION / ,... \_\\ \ ANODIZED FRAME I.:s .., ',",' ;-,.--,,in•ki\ct•-1! 0 l-- ASSEMBLY SLEEVE AS LEAD PAN \ .,, 4 • •,. i ...1 Z ■ 11111.01,1111.111 i 0 jlik 7 EXTERIOR 1.-3 4 , . ANCHOR, SEE STRUCT. 6" 6" 3'-O" 1'-6" 14. o ° __...........„ LEAD PAN REQUIRED „ 0 (x EXTENSION r---- -----3, 0 am.........i • ct 0 + 4 a"-c:% A IL '<*t,t''7'47 pnr, riSi7 -"■---- ■ -- AS REQ'D .rif.', -------'______ .. I ID' Ailliliallialliiii11111111111111111161P>: //411111: 10'-0" AFF (F.V.)T lir 13113111 IP 4/1111111•10111111111111•11••1111111•1111111 / • , /--------------.•••••eillnun11111•1•1111•11111111111111111111111111111111111MMI 0 .14 4 / . , \ BREAK MTL INFILL ' I METAL STUD AS REQUIRED „ ,, ,....de , 20 ,,, ,,.................................................,„ id MEM= 1-I A8.1 'AilapS74411111 -iol -----_...11...mmum..........•••••rn.......................it! \ SEALANT AND BACKER ROD 0 GRATPRInEfEEER2V°E°D9 -r- . -i r---• .41■11%,/ ...ININININMININI 411.. FitiaGiria ,....:1111111rnimmirnollmanmailiiiiiiiiiiimillimmomaimiMinimm...mmarzarni di ir mioryAmm........ 1 I ! ..-- (0 Alartrariaminsw/Assiw 0 I I 1 4' THESE DRAWINGS ARE THE PROPERTY OF I.-2--a,- 1 • t ---)c. - W4.. I „AN! 1111Kamt, Iv-A.0 r '11-"-\s-'--------.",\ EXISTING TO REMAIN CONC. RIB GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, . . r---- B/CLNG k ,.11111r , \ ''' ''•--,,,,,, \ 518" Gyp.913'-D3" AFF T al..._ ......m... ., I ,r...../.•wz...r.m...y Am.m.o. 1 .......i.ame.w.....____,-.9, i r...4 ii.wzrrzAmerzormwzmat I, , ___7\ --,,,/ \ SHIM AS REQUIRED WITHOUT PRIOR WRITTEN PERMISSION UNDERDECK ii 11 ROOF SUMP ROOF SUMP iii il A \ SYSTEM REVISIONS: SUSPENDED GYP. BD (?; \ FURRING STRIPS AS REQUIRED z CLAMP 1 1 RECEIVER RECEIVER 1 1 UNDERDECK , CLAMP o CEILING I P i , i745 REVISIONS REVISION DELTA oLIII 1 I ■/‘ -.I THIS CLOSING DATE „...... Z P I P 1 5/8" GYP BD. E; ex-1,L=1 SHEET T:2 I P z o 1 X IN PROGRESS oc 1 1 ENTRY FURRING AT HEAD L.,. ›- 1 2 ROOF DRAIN PLAN ,e) 1 1 3 TRANSVERSE ROOF DRAIN SECTION I C 1 4 WALL SYSTEM JAMB AT CONC. RIB :71-si . i, A8. 1 1 112"=1'-0" 1- z A8. 1 112"=1 -0 co A8. 1 PRIMARY AND SECONDARY DRAINAGE ASSEMBLIES 3"=1'-0" 7 A8. 1 3"=1'-0" I < • 4.t. LLJ V I KAWNEER 1600 DOOR EXTERIOR - --- ---- -- - - - - ---- ---- - - - - ---- - - SYSTEM WI CLEAR SEALANT AND BACKER ROD ANODIZED FRAME . ' , 1 SEALANT AND BACKER ROD DOUBLE GLAZED PANEL j KAWNEER 1600 WALL KAWNEER 1600 WALL SHEET TITLE: EXTERIOR PER ELEVATIONS I SYSTEM WI CLEAR SYSTEM WI CLEAR EXTERIOR DOUBLE GLAZED PANEL, I ANODIZED FRAME ANODIZED FRAME SEE ELEVATIONS SEALANT AND BACKER ROD DOUBLE GLAZED PANEL EXTERIOR DETAILS DOUBLE GLAZED PANEL DOUBLE GLAZED PANEL EXTERIOR Z I PER ELE VA TIONS EXTERIOR PER ELEVATIONS PER ELEVATIONS KAWNEER 1600 WALL 10* SYSTEM WI CLEAR • I / ! ANODIZED FRAME <> N _ <> SEALANT AND BACKER ROD , la -0 i - 1 ' moil ei Ahtt 1 ,...r___7_, J> \ KAWNEER 1600 WALL SYSTEM WI CLEAR L <> 4#_ ANODIZED FRAME • 0 i . 's %''■,,,%N ,,„ 7. 9.0 •i. 4)* •<> 1 \ I , DRAWN BY: JAP KAWNEER 1600 WALL CHECKED BY: SJM SYSTEM WI CLEAR i 1 i ANODIZED FRAME I SHEET .__A, L c\I t -4- in 0 o o 0 A8 1 z 1 z z z Z N 0 -.ij° 1 5 WALL SYSTEM MULLION 1 6 WALL SYSTEM MULLION .._, 17 WALL SYSTEM MULLION :-.,.._, 1 8 WALL SYSTEM MULLION ._,° 1 9 WALL SYSTEM AT DOOR JAMB co 3 z z A8. 1 3"=l'"""On 1. A8 I 0 3"...0'-o" 01 A8. 1 3"=1'-O" (A A8. 1 3"=1'""O" 01 A8.1 3".1'-o" -3I JOB NO. 2080478.00 I I PHASE 1 PERMIT SET- 5/8/2009 208047800\ARCH\478 A8-1.DWG JAP 05/22/09 11:11 1:1.00 co 0 W � w 4.) 0 To a_ 0 a 0 4) toa c; DOUBLE GLAZED PANEL N 2 ... 4.9 is gl COLUMN PER STRUCT. PER ELEVATIONS CONC. INFILL MTL FURRING STUDS ,_ ,�, 4 RECESSED FLOOR MAT, KA WNEER 1600 SEE STRUCT. 5/8 GYP. 80. WRAP 2 i SEE PLANS Z WALL SYSTEM DRAIN PIPE DRAIN PIPE PER PLUMBING ``� °°� SEALANT AND BACKER ROD PENETRATION, SEE EXISTING TO REMAIN CONC. w co KAWNEER 1600 STRUCT. 90 SHORT TURN ELBOW SLAB a`" SHIM AS REQUIRED DOOR SYSTEM HUBLESS CAST IRON SEALANT AND BACKER ROD WEATHER SEAL AND SWEEP TURN DOWN SLAB WITH STAINLESS STEEL FINISH MATERIAL PER FINISH FLOOR MATERIAL, a PER STRUCT, BAND (TYPICAL). w THRESHOLD W/ SQUARE i i PLANS. SEE FINISH PLANS w to o - 45 SHORT ft's BACK SET IN FULL MASTIC # SOLID GROUT AT BASE w Na 5 01 SLOPE w EXTERIOR SLOPE BED TURN ELBOW i VINYL TRANSITION STRIP CONC. SLAB cc E > w �4,, 1/8" /F7 1/8" /F1 (BLACK) PER STRUCT. q�I 1 EXTERIOR �. \''. . , w ®- .• • . . • 4 OVERFLOW ROOF DRAIN AS �' • •, • : " ' •.. .• ~, z ' ; '• °♦ 4.- *. i 4 EC CO • • , • OCCURS SEE ROOF PLAN `� ' • :" 'bib_ • �. .. O. w ull`°d ♦ ° a ° ED ENTRY MA SEE '�a>w.. w .. w .w ..w..♦ .....�.. _wr..w..v •.,.A►.N. .�. M.• ,f• •. r:. # A!. ,♦ ♦ ,r•..M . ♦• sN ` .: ;�.r. ._ ._ ..•� .'...w. .w ND FL 0 PLANS a s p� /(�Jj•f -�. ..♦ � e`. ., w. Q . 1f.:.. w ..:!R ♦, •«i.w..,., . :.... � �'� � � � +C � . �...f. . . �-.. ::: b t�s �"• . .. « :+ .. r . , . �...� +�,a►„«,r w! rr . • . V . r �r. �+�+rs w� ��w�v.�+;��.♦�rr�vr.��i�+••.. PLANS. ...» pq�€ . ff••' ,... \ 4 . , , ,. . . .. .. . ,. .: -. .. ., i wi ♦, M • ..w..*+r•'r.;.r:�:r..:w.::t. 'w:.: ..♦.-7w:i...r..:.,: �► srr ,� � � ►� _ r _.,. � _ . �-,r • � �� • � � � . .,� � �► s .. .. . -. ,. A• , ALIGN /� /per.1f,.-i ,.*...# ,• .M # . , K. M «..•I• ,...K..+ .�..♦•..•. aV ♦!. Ik ,M,....#►.-M.:,..M w a- .. s- ,,. , � f w., R w :a . . w�y _ ._. . ,� • .� . . . . CONC. PAVING SEE CIVIL _ ... . . . . ,.. r,. ..«►._.._,._». .. ,. .._ ,.. w K �. .� � � �► BLOCK OU7 A7 FOOTING ,. � . •» M..�. � • « �► � �.,� ._. .►,► ,��► ,�_ � . .,.�_, ., .,� .� . .. . //�� W}r'�.�♦.�r r�w w.♦F .. s� � i.•..#. •«.• r,. ♦. �►�.;A. .M..h � � „ ^,,. ,. M ,,. ,, .. ,. � • � T T V. . . _ _ ...�..�.. • DOWEL IN o EXIS CON...• # • w ♦. w ., . ,� ... `.: :. .. #,.-,w.,♦. r,«r..w..,#..,r.x.w r..w.,r...:r..,w.,•:-..w.... � ,� � � � � � , M* f � ._ .. �'f rs � s ♦ r ,r ! _, k 414;11 r ,.• tit rt.. . �♦»,w.-♦ ♦ ..;r.�^w'.»,w-.,:� ,r. kw.. .,.k.M ♦..•..A...<�..«....r•., M « w « ti h . • • ♦ 11 'i %L !! ! !! ! •. e •, .. .: .' ... '. .. ...FOR PIPE COORDINATE ., . „ ._ � .. .. ,,:, ::•.::‘:� ,, Il1I1lN!!!!!!!11l11! E1lII! !IIlI III I r • .os eV,� .. . .. ,, ,, . .. r.\ �.,w� Mt<.,:r.•._fir»«..w.»,y .w:+^.w.+r,r-w....w:.w.,. «.�.r�r EXPANSION FELT i . , r« ►,., . .►.«. :. , ;.�;,•.•;,•�«�,,;,,,_,��.• �w� --- ,: . . : ,> , � �w�M� �,w�:r,�.F�. � �•.�. :� ;..• .� a,; .: . . � ,,- •.; � �� t ..:a:., w..w•-.. w... P G±k, •., •r•. r. •, ��:w- a1 w: • . •.w, -:s;:w.» ►:: :, w- SLAB ER S U T_._...,.-. _ _ ., ._. � .11► i1r^.. � .. • � iK 1► 11! # # ! ! 1• ., ,. ,' . � �. v..:>s..,,►».«: ,«, • +a:,• p7�Vi �. � ••••• • ..► . . . . .. ♦. ♦„I,« 1M..,w ♦, M,,M...y,,«..« y♦ y w ..•.w-r a .WITH STRUCTURAL r _.. ♦.._.#. _ !.{s. .r Y i� �y, f y� 1� .•: M�M�M• W�'•A�••��1kW+ �1..ti��M M ♦ r..r, 'w '♦� t 11-=-111+.u..r+ 'K • rrwiw •w�w�<rs�[.w�:tl.i 7.,k-�'+.1+►�tM�W; a" ....' « .1.: 'y.• M :r v. w" "v' .w :.' w ,� .' .. �:�N�. iii ii'...-�,, . • • • • • ♦ M.'i.�.t;,'M • , , Ill a` •'\1 .......,k.-....+» s w j ♦ #.» .�.�jl' 1.1 „ < 1.1 • fy, .k. r «,y •¢• ' ..,..r...' �a $r 4H �ao. \',/ t .. .► TURN DOWN CONC. SLAB, .......�..�.�,.:....... �' c Q #y��„_ :,,.,�M �' �• 2 �, ao . oc IIEIILJEJ "` , * F-�o BRASS SCUPPER PER PLAN 4 :►� »..: .T .-...,.•.:.�..�..•.� ,�� x'"...44 .:!' ' a ""' � 6 CRUSHED ROCK BASE t'' �- �. �. `� .rt,.,# w rt:.fi.R♦ w_.�.�#. a!; ..?.• w n,e.-..,w-• r.. . • ,� ��, SEE STRUCTURAL ;, I - - L....... I � ---..... ._._...I kfflfflIII........ _ .. ........1 1 11 �, ' -.......:: - - I I IIIH 11=111=1 ' . ' '`� fflE1II=U _I I T FINI SH GRADE, SEE CIVIL ......_ • ..I---��--I `..�..` __ FOOTING DRAIN, SEE CIVIL • .---- . .�. ••LI I „i,� I �`-' ---�- -�- . ' . - • • '� -�---- .._..� lient 1=1 TURN DOWN CONC. SLAB, = I 1 1 l 1=111-1 llIfflUJfflllIffl .�. . T1 .... U ER SLAB VAPOR BARRIER • , . ,. C :1tEL{ ANT �' . �' LI L I I L .I I _ ND . Q� m . ..AAC,. .• • f �' I I I I =I I ExISTING ro REMAIN I } o • ;,*.r * * f 1 SEE STRUCTURAL v fi CRUSHED ROCK BASE ': �. Ifflifflffi4iJ CONC• RETAINING WALL_ I - --� .-'; - l !T -.�.,." `. .' ._.�: RECESS TO R CI ""- t ST. I- I ( • FOOTING DRAIN, SEE CIVIL ---- } E SLAB E EVE ___. �_. __. �. 901 N.E. AN • ." , , "` III I - jtLIT 11 �I ENTRY MAT, SEE PLANS. SLUE ' UNDER SLAB VAPOR BARRIER z1 -- I - I- 1 �-- �R 97232 6" CRUSHED ROCK BASE ..17. .4771 ` '"�" ' fi�' CRUSHED ROCK BASE Z o ' 0 SEE PLANS FOR o P a CONNECTION LOCATION CONC. FOOTING o E-'- PER STRUCTURAL •o d• a 1 CONC TURN DOWN SLAB 2 CONC. SLAB AT ENTRY FOOTING AT COLUMN 4 FLOOR SAT TRANSITION TRANSITION TO EXISTING SLAB A8.2 1"=1'-Q" A8.2 1"=1'_O" A8.2 1"=1'-O" w A8.2 3" -- 1'--0" A8.2 1 =1 -0 to PROVIDE PLASTER SKIM COAT, LIGHT FIXTURE 1s-0" ' • R.O. PAINT TO MATCH BLDG PER SCHEDULE �, f 8 - EXISTING 70 REMAIN � • / 14' ;, ' SEE X 8.5 .V • • .14 A8.2 r�,� CONC. WALL • A$•2 , MTL STUDS W/ BATT•5/8" GYP. 8D. WRAP •`�` 5/8" GYP. EXTERIOR `. s INSULATION BD. WRAP EXTERIOR MTL FURRING STUD ,. -- , ` ` `` _ • 1'-0" R.O. PROVIDE PLASTER SKIM : "* .____•• p i► 1 SUSP• GYP. BD CEILING Project ri'S , ��"`�. �r MTL FURRING " / COAT, PAINT TO MATCH BLDG MTL TRACK BELOW ''� NEW 1 INSULATED ' � ,, STUD o .�.._ . B/ CLNG POINTE ALUM. STOREFRONT WINDOW, " �` '` a' NEW 1" INSULATED r •''''"` ' MTL TRACK •••• • A8,2 ALUM. STOREFRONT WINDOW, �, BACK SET • ill .1 / ' r OSF BACK SE7 8 SEALANT ANO BACKER ROD •.11111pIllik\N` �''- BELOW COLUMN PER STRUCT. ' SHIM AS REQUIRED SW PKWY SEALANT AND BACKE A8.2_ �' COLUMN PER EXISTING TO REMAIN R RG1D. •• • - .. OR 9 22��► �l�-. STRUCT. . :, .` • ` : ' EXTERIOR WALL > ' • � SHIM AS REQUIRED SEALANT AND BACKER ROD ' � �� -� ` �: • • ~ SEALANT AND BACKER R00 A NEW 1" INSULATED•1 A 1 A 1 A '� k F A o .1 ALUM. STOREFRONT WINDOW, .�! - BACK SET �►- #r EXISTING 7o REMAIN f ill _ 1 . • il_yll �; iii SEALANT AND BAGKER ROD�_ ROOF DRAIN PER PLAN, �,, T - in 'Ai ,� ............1... . . . . CONCRETE WALL `9 SHIM AS RE UIRED '�_ SEE PLUMBING .'',►_ �''. , . r� Q • ROOF DRAIN •ro . _ R19 8AT7 INSULATION . SEALANT AND BACKER ROD • o'-011 lv PLUMBING SLOPE • w,_ , SEE PLUMB • /2 FURRING WALL, SE /A8.4 . • GYP. BD SUSPENDED � 5/8" 7 " / � FINISH FLOOR MATERIAL, WOOD SLAT �� -t MTL FURRING STUDS ` At F r y �„ " • SEE FINISH PLANS 4 t CEILING, SEE •' • '0 F.V. • a 5H7 MTL SILL TRAY W/• . 1Q. • . .. 1/2" DRIP PAINTED p �� A8•ifi a EXISTING TO REMAIN a , x,<: FFE • •t= ; =Y : ,,, MTL. P-LAM . . . .... ._ _�: .. ,.. _, m . K 1 �/ CONC. FLOOR SLAB i. -., !,..,, i i: ,i•7 i :.- ESTING TO REMAIN • 1. 11111 tv o CONC. RETAINING WALL ci Ci 6 COLUMN FURRING - PLAN COLUMN REFLECTED CEILING PLAN5 8 NICHE WINDOW ELEVATION 9 NICHE WINDOW PLAN o NIGHT WINDOW PLAN l 11/2"=r-on ci A8.2 i 1/2"=1'-0" 6 A8.2 1 1/2"=V-0"-o A8.2 1 1/2 =1 -o F2.1 A8.2 1/2 =1 -o A8.2 �, EXISTING 70 REMAIN. z 1 z z CONC. WALL EXISTING TO REMAIN PER ROOF PLAN / p�G EXISTING TO REMAIN CONC. WALL EXTERIOR SEALANT STOREFRONT GLAZING SYSTEM EXISTING TO REMAIN -' 0 ♦ . MTL REGLET " W/ 1" INSULATED GLASS, • • • CONC. RIB BEYOND 111011Wwww- 10-fi F.V. CONC. RIB BEYOND / / MATCH EXISTING STOREFRONT• •LIGHTING, SEE ELECTRICAL COPING • 7 PARAPET EQ. 3•_O" EQ. FRAMES AND PANES • ART GLASS EXTERIOR, SEALANT • �- , __ f -- 14,-4n F ` / / l / • • SEALANT MTL REGLET • • • _ii " A F = ` 5/8 DENSGLASS � 4 ` MTL REGLET 4 BALLASTED SINGLE PLY ROOF • 4 co TENANT SPACE lic0; •FLASHING SLOPE 1 2" PROTECTION BOARD i SINGLE PLY ROOF 020 ` \ I < " �, SLOPE # ,� 1/2" DRIP EDGE % _.,...00 441104>A. a 10\ ' SL S EXTERIOR_ 1/4 /FT TAPERED RIGID INSULATION • 1/4" /FT i ,�• STOREFRONT GLAZING SYSTEM s• •.�► - r-_ • -� � } i s ..I '■� W 1" INSULATED GLASS A8.2 IN•N '�O.vr.4:�• 4 • � ( �� Q `�� :�rla.► It l� s-- �4'), ._._i..,..._..,..._•a•A• ._s,._; BALLASTED SINGLE PLY ROOF MATCH EXISTING STOREFRONT )?' 2992 T�� • + �r`s7i,��`rw`v r iii Ii�i• 1/2 PROTECTION BOARD FRAMES AND BANES CAULKING •� • •• •'+' I . TORFGON&,. 211111MIN TTT • i► .► .►� i T TT T T T TAPERED RIGID INSULATION �►,, NEOPRENE SEAL . i1 • , . T BEAM u.. �`4. 4t 4 . 4 ...�, . SKYLIGHT WINDOW SYSTEM - ,._ ` "'� 12'--10 i/2" AFF ilkw.,„ • 17 w MTL DECK, PER STRUCT. I':� SIM. l a• ''• BENT P PER STRUCT. A8.2 • 1 " T N BOARD '111111111111111 . .. /2 PRO EC7I0 BAD •, • � MTL ANGLE, PER STRUCT. .. I ;,�, BLOCKING PER STRUCT. -- - - - _ . �i - • • • • TAPERED RIGID INSULATION • •' _J `` �'' I t ...,.._... _ ... -__-r `•` > Q GROUP MACKENZIE 2009 • , _ At_I_ RIGHTS RESERVED • 020. * 19 18 THESE DRAWINGS ARE THE PROPERTY OF• • ,1 3505162-54 (5OKSI) -- -�'-"- EXT. STUCCO FINISH GROUP MACKENZIE AND ARE NOT TO BE ,, Art __ A8.2 USED OR REPRODUCED IN ANY MANNER • AS REQUIRED SEE DETAIL 1O/A8.1 ° A8.2 T �r T WITHOUT PRIOR WRITTEN PERMISSION " t 5/8 GYP. BD. i/` It 1'--4" MTL DECK, PER STRUCT. REVISIONS: ART GLASS F.V. MTL ANGLE, PER STRUCT. SACK AND PATCH Ids"(/ EXISTING CONC. WALLS THIS CLOSING DATE EXISTING TO REMAIN •..�:- �- o ff' 0 o CONC. WALL © z PROVIDE SKIM COAT w AND PAINT AFTER GRADING T AFTE AD ROOF AT ART GLASS 2 ROOD AT EX1SNG WATT a RODE ATP MENT ..4 BALL 4 GROUNC FLOOR ENTRY PLAN 1 GROUND FLOOR ENTRY ELEVATION tx A8.2 1 1/2"=1'-O" to A8.2 1 1/2"=1 --O" try A8.2 1 1/2".1'-o" cn A8.2 1/4"---.1'-on w A8.2 3/8"=1'-O" iz . 1 0 T • EXISTING TO REMAIN = ,4 CONCRETE WALL T'- STOREFRONT GLAZING • .4 SYSTEM WITH 1" INSULATED ' E . ' • GLASS EXTERIOR SHEET TITLE: • • ' ' / . SEALANT AND BACKER ROD SEALANT AND SUSPENDED CEILING TRACK EXTERIOR '� •8 BACKER ROD DE.: t AILS STOREFRONT ENTRANCE EXTERIOR GRADE PANEL BOARD RADIUS EDGE SILL TRAY DOOR PAINT BLACK EXISTING TO REMAIN • • ` • ` EXPANSION JOINT SHIM AS REQUIRED • CONC. WALL WEATHER SEAL AND SWEEP 4 WHERE OCCURS - oodd a>�ad �* mm0 �o � � o � a � 0 1"----- �'� SEALANT AND BACKER ROD THRESHOLD W/SQUARE BACK `� `�•• ' •v SHIM AS REQUIRED SET IN FULL MASTIC BED ____„ _• • 4 SHIM AS REQUIRED �' ` 1- SIDEWALK WHERE EXISTING TO REMAIN iii • CONCRETE FOOTING N • OCCURS. , , • 4 �` _ �. L . A AND SLAB CONCRETE WALK EXISTING TO REMAIN • rl �-(.- _.,..f .,, SEE CIVIL " CONCRETE SLAB 2''x 3 4" WOOD SLATS TO MATCH• •MEM '�� ""::c ��« STOREFRONT •GLAZING 1 " �.,, 4 • { " r l INTERIOR, PROVIDE WATER SYSTEM WITH 1 INSULATED 4 , . _ I ---- �t»��Z PROOF COATING ON ALL Y• p .4 GLASS DRAWN 8 . JAP � `�. :'� , 1�� .. �► . � • • � � ��-�� EXPOSED SURFACES " SEALANT AND BACKER ROD ` ►� ► - SILL BELOW P t I .• `+ .. ►+ t , • . 5' CHECKED BY: SJM STOREFRONT GLAZING SEALANT AND BACKER ROD ii;!: • . ♦ . lit m•41► 410 ... 40 4111' I SYSTEM WITH 1" INSULATED . . 4 :: _ .�+ SHEET GLASS . HOLD FINISH GRADE 4" TO 6" LINE OF EXISTING TO REMAIN BELOW FLOOR SLAB. A82 •1' CONC. WALL BEYOND ,•••_ • co ��. U Q 16 STOREFRONT HEAD W 17 STOREFRONT JAMB 18 B STOREFRONT DOOR THRESHOLD. 20 EXTERIOR FOOD CEILING , 1 A8.2 . 3 =1 -0 a A8.2 3 =1 -0 A8.2 1 1/2" = 1 -o A8.2 3 =1 -o A8.2 x try try try try W JOB NO. 2080478.00 • PHASE 1 PERMIT SST- 5/8/2009 co c . .4. 0 c i'a II ® c la 8 4 2 ® D (V a `C; • PER PLANS • f • T � co s . : .. rkluir--- : ,,, ., . as 16. GO :. o..1111PAID : . , 0 Pi: 4V411110 I ... W. : .. . • EXISTING TO REMAIN EXISTING T4 REMAIN 00 1 +.:•: 0410/11110440 :: 10 firl.,CONCRETE WALL .�1 CONCRETE WALL • : WAD :.. :* :• ' - 2 LAYERS TYPE X GYPSUM BOARD EXISTING TO REMAIN (2) LAYERS - (1) LAYERS " GYPSUM BOARD 1111W.' :' E 5 8 MTL a- (1) LAYERS GYPSUM. BOARD r 1�- /~'� 7 8 METAL HAT CHANNEL "SUND ATNUATION IT IULATION - INSULATION / R19 BATT INSULATION kid ® 6 '. {•. II: •: '• / -- (1) LAYERS %" GYPSUM BOARD { : ; 0,' ;.: -- (2) LAYERS TYPE X GYPSUM BOARD - 3X" SOUND ATTENUATION BATT INSULATION• - 3 5/8" MTL STUDS 1fi" O.C. �► �► a � � c . - (2) LAYERS TYPE 'X' GYPSUM BOARD '�' ' ' ; C!C.WID 1Wigilk : .• /: SEE 7/A8.4 FOR TYPICAL WALL SECTION. :f • SEE 9/A8.4 FOR TYPICAL WALL SECTION. SEE 9/A8.4 FOR TYPICAL WALL SECTION. '411. SEE fi/A8.4 FOR TYPICAL. WALL SECTION. : Client • �_ �,_ �, �- DEACON DEVELOPMENT SEE 10/A8.4 FOR TYPICAL WALL SECTION. C RAC ' PLAN VIEW PLAN VIEW PLAN VIEW PLAN VIEW PLAN VIEW 901 N.E. CLAN ST. NOTE PROVIDE ASSEMBLY - NOTE, PROVIDE ASSEMBLY SUITE PER GA FILE NO WP 1716 PER GA FILE N0. WP 1516 PORTLAND, OR 97232 cv z z w re • Ix ix cr N NON -RATED PARTITION BALL 4 11�� 2 WALL FURRING �- 5 41 4 WALL FURRING 1 1 2HR EIRE RATED WALL_ 2 2HR FLRT RATED WALL A8.4 3"=1'-°" �c A8.4 AT SHAFT WALL 3"=1'-O" „� A$.4• 3 =1 --0 .� A8.4 = A8.4 .Q R 4 UNDERSIDE , . UNDERSIDE •;# • 4 UNDERSIDE 0• OF STRUCTURE • �� • OF STRUCTURE A' . 4• OF STRUCTURE tiii \ &" . EXISTING TO REMAIN 8A SUSPENDED ACOUSTICAL ( I UNDERSIDE OF STRUCTURE 11 A SUSPENDED ACOUSTICAL <� ,r SUSPENDED ACOUSTICAL•�. . . A8.4 � PANEL CLG E A8.4 -�'� PANEL CLG PER RCP A8°4 SIM. ,. PANEL CLG PER .RCP Project � 24HR WALL ASSEMBLY, F V .,,,, E FIRE CAULKING EACH SIDE, TYP. ;,,.,,• . B/CLNG ! B/CLNG k, • „,. ( !1 ' I i TOP TRACK TO UNDERSIDE OF STRUCT. ►;,;,_ PE , „;��; , „ ' +r r �r EXISTING TO REMAIN .. PER PLANS -� R PLANS PER PLANS BUILDING S "�` 40, ! ' 1i w/ POWDER DRIVEN ANCHORS 0 ; . ,f • CONC. FLOOR SLAB AND .�■► MTL. STUDS ; 1 ► _ -�, f ; .� ': + PER PARTITION j �' 4-0 oc ..� �.°,, ,'I.-; T�-] PKWY BEAM ... -FULL HT GYP BD EACH SIDE ca .►. , .., 1 liP':+: �'' I GYP. BD EACH SIDE PER © >,,,••,; ,,,.•, . • ..4 _ UNDERSIDE :, PER PARTITION TYPE TYPE PARTITION TYPE W ". , ;r►. TIC ARD, OR 97223 OF STRUCTURE ",, ¢ :.'► ,,..„ tr; tt 4,,. i�+i ,`�, • Aft7: : 5.4 8A TIRE RATED PARTITION AT STRUCT. '.i FIRE CAULKING, TYP. '!' A8.4 ¢ "'" %•:' EXISTING TO REMAIN '►� : ;�;,• i SHAFT. WALL ill,; :.- r > :;fir+, 11,fie , 1+ '♦•�MTL STUDS PER PARTITION TYPE FULL HT STUDS TO STRUCTURE GYP BD EACH SIDE PER MTL STUDS FULL HT TO STRUCTURE '�►�' MTL STUDS FULL HT TO STRUCTURE 1 I PARTITION TYPE �"' ; , - ii:►r= GYP'. BD PER PARTITION TYPE PER PARTITION TYPE PER PARTITION TYPE ;�!, PER PARTITION TYPE U:-'41 1 ;' .. ..... II 410 I I METAL STUDS PER PARTITION TYPE '"+`' 5/8" GYP. BD PER PARTITION TYPE -� ' 5/8" GYP. BD PER PARTITION TYPE a-44. ;: ". BASE AS OCCURS (SEE FINISH �: :.,,�, .. SB I► -..► SCHEDULE) ,,.. 11 B ;,,,.�►.' 11E1 •p :: FIRE CAULKING, TYP. . A8.4 +•� A8.4 ;►!, A8.4 FIRE CAULKING EACH SIDE, TYP, ... . ,sok:qi, 1 1L FLOOR FINISH AS OCCURS (SS 11040: 1. F.F.E, 1/2" MAX \ ,,�,,1 1 ,, : F.F.E. ,_ • • _.,0 ; F.F.E. 4 1. • . EXISTING TO REMAIN 4 •, 4. BOTTOM TRACK TO FINISH FLOORS - , ., CONC. FLOOR SLAB AND t„_ ¢. , w/ POWDER DRIVEN ANCHORS ®o N BEAM 4-0 oc o FIRE RATED PARTITION WALL 88 FIRE RATED PARTITION AT FLOOR 1 9 NONRATED PARTITION WALL 9 NON===RATED PARTITION WALL 6 SHAFT BALL 1 , g---t A$.4 3/4"=1'-O" -, A8.4 3/4"=1'-O" tg A$.4 3"=1'-0" Q A8.4 3/4"=1'-0" ! A8.4 GYP. BD AND INSULATION TO STRUCTURE 3/4"=1'--0" FL z z . 4 . .<7 ' • RATED WALL ASSEMBLY PER -, PARTITION TYPE. SEE PLANS Aii-401ITV I UNDERSIDE OF STRUCTURE • .GYP. BD PER PARTION TYPE RATED WALL ASSEMBLY PER TEMPERED AND RATED GLASS I r • !11011.. i• PARTITION TYPE. SEE PLANS •A T SIM CONDITION, I . �• PER GLAZING SCHEDULE II : , � - TEMPERED AND RATED GLASS TOP TRACK TO UNDERSIDE OF STRUCT. . ! . 1. ' PER GLAZING SCHEDULE 4% "IP STUDS w/ POWDER DRIVEN ANCHORS 0 • I q1;• 1, i .1 P--.4 r 1 I W 4'-4"oc : 1 2992�d ( I RATED WALL ASSEMBLY PER ;�` aro _ STEEL DRYWALL FRAME W/ r , {1 F ' • ...Iry -1A AT STRUOTURE - SEE INTERIOR GLAZING SCHEDULE ` 4„,, A . NON-RATED 1 :I: i '� OR HALIGN WITH �_ .j• j• ow .147 OF 61' . DOOR HEAD - - - GYP BD EA SIDE, l i il. ill„• i DBL STUD AT HEAD, TYP I f w i I i Q GROUP MACKENZIE 2009 11 1 METAL STUDS r ALL RIGHTS RESERVED ! :; RATED WALL ASSEMBLY PER STEEL DRYWALL FRAME W,/ STEEL DRYWALL. FRAME W -'� PARTITION TYPE SEE PLANS THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE BASE AS OCCURS (SEE FINISH USED OR REPRODUCED IN ANY MANNER, FLUSH CASING, SEE FLUSH CASING, SEE DOOR PER DOOR SCHEDULE { /►- SCHEDULE), FLAT @ CARPET, GLAZING SCHEDULE GLAZING SCHEDULE r WITHOUT PRIOR WRITTEN PERMISSION I. ji�� COVED � HARD /L__ REVISIONS" I M--------FLOOR FINISH AS OCCURS TEMPERED AND RATED GLASS v"� REVISIMS REVISION DELTA 1 2 MAX-�-�•--•- >,, «,,, PER GLAZING SCHEDULE THIS CLOSING DATE • �---��_""`"~'- BOTTOM TRACK TO FINISH FLOOR c wo slim . • w/ POWDER • DRIVEN ANCHORS cr c� N 4-0 oc cIv EN N ,! JAMB 4 REL.ITE SITE d 15 DOOR HEAD 118 INTR. PARTITI N WALL AT FLOOR 12 R �..L_ITE HEAD Q �IC)�L.ITT NON-RATED 3"=1'-0" FIRE RATED ASSEMBLY 3" = 1'-O" z \A8.9 FIRE RATED ASSEMBLY 3" = 1'-0" FIRE RATED ASSEMBLY 3" = ' " W A$.4 FIRE RAZED ASSEMBLY 3"=1'-O" o A$.4 A$.4 w A8.4 w o 4 I I n W W ce o cc , f • j , SHEET TITLE: RATED WALL ASSEMBLY PER INTERIOR PARTITION TYPE SEE PLANS DETAILS :._..;._.._. . . .__.__,_.-; • .:__:- . FRAME PER DOOR SCHEDULE 1 ki , DOOR PER DOOR SCHEDULE • . .i►. .1. 1 IL. 1\ . . , DRAWN BY JAP CHECKED BY: SJM r , DOUBLE STUD SHEET a A8.4 8 INTERIOR DOOR JAMB z cal A8.4 FIRE RATED ASSEMBLY 3 = 1 -0 OM o JOB NO. 2080478.00 I , -. PHASE 1 PERMIT SET- 5/8/2009 U < w ai MI cc co w • 2 15 ®. 0 FLOOR OR ROOF STRUCTURE 011' TRACK BLOCKING W/ 1 '1/2 FLANGES. i • • POP RIVET RUNNER TO 7/8" WALL ANGLE AT 2 BERG 2 g" MAX. SIZE & GAGE TO MATCH METAL STUD T' N e ® � � ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 CLIP MINN 6. SCREWS DIRECTLY TO WALE FRAMING OR PROVIDE STRUT CEILING JOISTS. LOCATE IN EVERY T\% � � �� s% A 6TH SPACE FOR STUDS 1 fi oc & ter► STRUCTURE �. Z �. s I STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER -^ 0 EACH END OF WALL. \ �, \..,� ABOVE ' WALL TO UNDERSIDE `c - -� ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS Nso,, Ti�i�i�i�i�i�Tl�iii�i�i�i1� ��.�,►'�t.1�'�'••.��►��/, < OF EXISTING DECK WITHIN 8" OF PERIMETER /' f 3 NOTE= C:E�JNt' JOIST SPANS I I /1 �" '� gli VERTICAL © 4' PROVIDE GO LATERAL BRACING WITH APPROVED �,/� . % 600S137-33 METAL STUD CEILING COMPRESSION STRUT AT 12'-0" OC EA WAY ` � ` • JOIST 0 16" oc MAX SPAN 17'-6" BLACK ACOUSTICAL , I 362S125-18 METAL , - CQUNTERSLQPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB 8 _ BLANKET ABOVE _ STUDS 0 16" O.G. 3 Q W/ 2QQU50 54 U—CHANNEL AT MIDSPAN 3625125-18 METAL STUD CEILING JOIST ` ` 4°6 41 ID • "ATTACHED `1:;3;: ::NS : EILING JOIST PLAN / ®. ;� i ; 16" ac MAX SPAN 10'-8" , , 3625125-30 METAL ti STUD BRACING TO ill00° 00 - - _ ROOF STRUCTURE OF BRACE ,� ,�,�U TT WAL S P OVI E = 1;!II NOTE: FOR NA ACHED L R D A 1/2 AT EA STUD o ,� CEILING INSTALL , . ' — DO/ SEE MAX SPAN NOTE ABOVE ► PER MFR'S I ( WALL AS OCCURS ALTERNATING C a, em DO NOT SCREW BERC 2 CLIP TQ TRACK .• I I I 5 RECOMMENDATION ` �= = t+� i " U-CHANNEL I /� • ��, TABLE MAX. LENGTH � -1�,�-'� � if c3 � � � �IL. � � �co $" CROSS RUNNERS FIT BETWEEN MAIN RUNNERS 1/2" DIA CONDUIT (EMT) 5'-10" AS REQ'D �► w I I I I " SEE CEILING V 1 �AX MAIN RUNNERS AT 4-0 QC �► f , , 3/4 DIA CONDUIT (EMT) 71-8" 6'-O" MAX SUPPORT WITH #12 WIRE AT 4'-O" OC OR 1" DIA CONDUIT (EMT) 9'•-9" PLAN Client / WITH #10 WIRE AT. 5'-0" OC EA WAY SGL ?625125-33 MTL STUD 12'-0" �, SEE PLAN DEACON C�E��IF_L -4— LATERALLY BRACE MAIN RUNNER TO 1-5 8"x20GA �" NEW PAINTED SEE CEILING q i •, SEE CEILING GROW � / ) ' "�` 10 S S' AS S OYI�1 NEW PAINTED I Ii t I . NOTE:, STRUCTURE AT 12'-0" OC EA WAY. BACK TO BACK 162S125-33 ?5'-O" SEE M N GYPSUM BOARD PLAN PLAN " " SEE SPECS GYPSUM BOARD J i I SEE CEILING • ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6'-O" OF MTL STUDS (1-5/8"x2OGA) ACT CEILING MATE CONNECTION DEVICES TO BE OF AN PERIMETER AND 2" FROM CROSS MEMBER SGL 250S125-33 MTL STUD 13'-6" 96" GYP BD SEE NEW FURRED-OUT -.---.•�...---- PLAN PORMAPCO, t 97232 APPROVED TYPE AND HAVE A 180 (2-1/2"x2OGA) REFLECTED CEILING '- PER SCHEDULE z # SECURE ALL HANGERS TO BLDG WALL AS OCCURS Q NEW PAINTED TED GYPSUM CAPACITY. ALL LATERAL BRACING BACK TO BACK 250S125-33 15'-0" /'' PLANS FOR HEIGHTS ..,, NEW PAINTED GYPSUM ar WIRES TO HAVE A 200# CAPACITY. STRUCTURE. TRAPEZE DUCT WORK " / cn SEE PLAN BOARD CEILING 0.`- # MTL STUDS (2-1/2"x2OGA) AFF 1 BOARD CEILING / AND OTHER LARGE OBSTRUCTIONS o 0 z cn co 1 SUSPENDED CEILINGBRACING 2. CEILING JOIST FRAMING SOFFIT AND WOOD SLAT (-4"i". CEILING TRANSITION 1 1 , 1 NOTE PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER NTS METAL STUDS WITH MIDSPAN SUPPORT AND BLOCKING NO SCALE �' ® MAIN LOBBY 3/4"=1'-0" Z 1 1/2"=1'-0" Z•A8I! THAN 2,500 SF" PROVIDE. HEAVY DUTY GRID SYSTEM. A8• 0 �a v A8a U MTL. P-LAM i 1 .4 5/8" GYP. EXISTING 1-7 T STRUCTURE BD. WRAP S• PROVIDE STRUCTURE STRUCTURE MTL FURRING WALL TO UNDERS ,FA CK ACOUSTICAL ABOVE ABOVE STUD ♦��t� N'�t� I��l� !�t-��,��''" � _ MTL TRACK • �tTi.ItI 1' ais. .i , beeae• aI1 A�.,.�I OF EXISTING DEC LANKET ABOVE t 362S125-30 BELOW Project I I I j___.#___#__._ 3625125-18 METAL 2 ► .. PJINTE '.,� �'z ROOF STRUCTURE S ,� STRUCTURE PER • w AT EA STUD . ( �_TT.�_� � T� MFR'S •�r I SEE CEILING T•��•�•�•�•�•�•�•�• • • F • ALTERNATING .. --�-�- -�-�PLAN \ I I RECOMMENDATION �a, 13333 SW eni PM 362S125-30 METAL a a : r4 ' 4 fps , OR 97223 STUD BRACING TO I . I i,I I-- i w 1 (� 1 çJER i 1-• Aer ROOF STUSEE CEILING -� -,--- -�-� SEE CEILING ---�- _. ., EDULE G AT EA STUD PLAN PLAN 'a —1-+--- ALTERNATING 10" 10" 8" 8" 10" r I SUSPENDED / / / / / 'f , �.*�`T_' " .1 ' I WOOD SLAT �, :1 1 CEILING - INSTALL __.. NEW PAINTED NEW PAINTED PER MFR'S I -- . SEE CEILING . . . . . . - GYPSUM BOARD, GYPSUM BOARD, 6" 1.PLAN HH RECOMMENDATION TYP. WALL AS TYP. / / CLR. : SCHEDULED WOOD SLAT EXISTING TO REMAIN se- - I I — . . 77:- . . . . SEE GELLING• CEILING, CONC. COLUMN PLAN SEE A9.1 Li 2HR WALL PER PLAN 4010,- ,. NEW PAINTED � . . . . . . .. . •- � .. . SEE CEILING � � �r PLAN .4 lillit),�r GYPSUM BOARD �,.z NEW FURRED-0UT >CEILING z = SEE PLAN GYPSUM COLUMN ` NEW PAINTED GYPSUM "� }" / N 4� ,�' SEE PLAN ! a-•• co WI MTL. P-LAM Z ,- o / BOARD CEILING ..., 3 ri-* 4 4 Q Y.-1 U SCTTIT TRANSITION SOFFIT TRANSITION 7 SOFFIT DETAIL HTING DETAIL 9 LOBBY COLUMN PLAN f ? ?/2"=1'—O" ....1 A8.5 MAIN LOBBY 3/4"=1'-O" A8.5 ® RESTROOM 3/4"=1'-Q" z CO ASS ® VESTIBULE COLUMN 1"=-1'—O" J A8.5 1 1/2"=1'-O" o A8.5 o o o J • MTL, P-LAM � • : :. , • • • •' , • •• •. EXISTING 5/8" GYP. /Pi,. • •• •• _._-•----.�...,,,,,,, ' '. LIGHT FIXTURE STRUCTURE BD. WRAP '1'�"� .. C):' •• • - .• PER SCHEDULE MTL FURRING . -�• '• ..• :IIII w . • 0. • , MTL TRACK• • CONNEC TO BLDG s . • BELOW '� • • • �.• ' .;,• STRUCTURE PER ..�''� �"" • 44 •, « ; ; � BRUSHED STAINLESS STEEL , -v � MFRS � , _: , EXISTING CALL HARDWARE • RECOMMENDATION '�' �'�► / / / / •: l . ,• . ..„ •1/ 'f' TO REMAIN WHERE OCCURS FIELD VERIFY FIELD VERIFY 44.40, 401) I . . :' , a P I I EXISTING DOOR SKINS �n F 1'-•z Fn '„ ,-EQ Q •0 � ” �� 45� `. y f ��45' TO REMAIN `� „ , OMPSONT6 .4 •• - \:-.. ' � i �- 1/4 BRUSHED 4t.p.A. ,.40eRt, 411, •: _ ...., : 4 _, yr. FIXTURE PER RE METAL REVEAL• •I I S• •dn SCHEDULE __,.. ETWE ALL •it . 7. . ... B EN M •d da. I I� • I or, PANELS AND BASE, TYPICAL OF SE C .0 s I • •; 41 . / • •• •• :4••••••'1 4:'•••••••••**•R*•'•:4•••'•...•••••:4;.•'•• '••••.:4'1::....:: '1.. +Y w •. . • .• . i • ” • ' • `,• ••• ... •.• ••• •.• ••• ••• •, �{ , •9• Ilir. ' l . • • . • GROUP MACKENZIE 2009• C T R A IGH S R S VED H l.l. R E E BACK A RAIL, g • 106 •�:• K ND H P RT :E_ [t T E5E DRAWIN 5 ARE THE ROPE Y of . l �• S I G A STAINLESS REMAIN TN TO AI EXISTING REM r GROUP K N AN A TO :.• O MA E ZIE D RE NOT BE . C O • 1` CR .�- � CL R. BLDG �.'• • ' ' 1 � ••:','� •:• ,'• USED OR REPRODUCED IN ANY MANNER, • CONC. COLUMN •.. ..•• ..•••..-•....;•.•. : EL, .� ... . . WED • • • ; . . • • •'..« WITHOUT PRIOR WRITTEN PERMISSION COLUMN • • . P. , °p TO PLASTIC z• " �- t� AM PANE LAMINATE PANELS'•� NEW 2-HR WALL •w VI•• r ••':� RE SIONS F OP l EDGED ,• Ilk PER PLAN• NEW RED-- R r WFUR �3 4 • ••: REVISION DELTA N GYP ,�►. .• :n REVISIONS EVI IDA1 DEl NEW • OUT GYPSUM Q WALL `:' 4.111. CLQSING ATE ,� P N. NEW 2—HR L r SEE LA CEILING � cv•EILI ::' �r i' / COLUMN •• . . • •,. 2 HR WALL PER PLAN (NI . • 1 .4 a PER PLAN o '':� •.;: :•'«�-.,.' 4 BRUSHED o w.i C� STAINLESS U • 1 c•� f . • « , • . • « • . • , • • , « • . . . - . • . . . • • . • « ,• STEEL BASE• 10 LOBBY COLUMN CEILING PLAN �. � LIGHTING DETAIL 1 12 LOBBY COLUMN PLAN �. �'• �� •�'„��. :,•- `:. I i A85 . ? 1`2 '? —D CO A85 o COLUMN 1 1 -0� ,z A85 3 1/2"=V-0”-0 ©co i i U -.0 NORTH ELEVAT1O►N EAST ELEVATION SOUTH ELEVATION WEST ELEVATION 1 • ••• ... .% •:•• ' . '' •• • 1 .4 1 I • . % . LIGHT FIXTURE •;:• :, . ' ' •' .. . •°•• '•' EXISTING' • `''' PER SCHEDULE I • ,•mss ' ' . . • STRUCTURE 4 (///'�� I I r... '�'• .. .;. �` PL--? SHEET TITLE: ' '�u N. ' ' ' ' ' INTERIOR•••�c. •' '•.•' „ : • '" CONNEC TO BLDG , - . ` •. +. j i) V• • .: :.. STRUCTURE PER •A ., > r ' • r DITAILS •••• .. ' , • 2HR WALL I,•♦ .�' =.•,_-' , • 1_ MFR'S • x ; .�b., A { . . ' •: .: a • • ..,• ..... PER PLAN •• « �' ;�• , « �, .: • .•.. ;•, � . 4 � � °• .. • . . '., • •° •_ '� '�' ��>' . � • • CENTER CARPET HALOGEN �`••. • • - . • .••, >, , CENTER TILE • '• 45'x,, �' `D•' ,• ." . >>• .* •° •� >. • • • TILE LAYOUT IN DOWNLIGHTS• . ; •N .•. :, • • I « _ • .• LAYOUT IN •• • • • ' _ ._ •• • ►•:'• :' �'• `• '_ : CAB GAB. QUARTER- • .• • .• �, FIXTURE PER :0_, $ 0 STAIN STAINLESS w '. >'' TURN TILES. BRUSHED T!!b%4 _ �' SCHEDULE ' ; •y STEEL CEILING • 'I C � � •- .-• � •� ,�. >•« �. .. . . STAINLESS + •••• ' t` I 1... .� •> '3 .3•• • > . , . a PANELS EXISTING TO . b . •r ; STEEL • •_:. . REMAIN GONG. . • . .. . ' 4 . ' .. EXISTING BLDG .•� 1.- a. . • •em, • ..`a • • , •. COLUMN r • _- ,. i °;,� �,.. . .. COLUMN ' �� > : ., , --► .� �•, ` , O C3 ` • v • ' •�: ' « . :,, . CERAMIC TILE,•' , • . 8" iii e ° -• r , « •: . • . . `: . . ► , �: 16 x32, DRAWN BY• PMK • ► LIGHT FIXTURE ! . ' .. , .... A . �•'�'•. .• •' . . it'''EXISTING TO _- CT-2• : . PER SCHEDULE CLR. : • :> �4 CHECKED BY LFI SJM • ' : REMAIN 2HR' ' •' NEW 2-HR WALL :• A '. • • . •: • .: . �'' WALL PER •«• '' ,,.' , MTL, P-LAM i- '" ' •',,. PER PLAN -- �'' PLAN ; �` •• ,. FLOOR PLAN FLOOR P_AN ALTERNATE REFLECTED CTED PLAN SHEET •• . .• ��► I • • .. . - I. CONTRACTOR TO s ,• EDGE OF NEW • ' • , ` , • •r • PRICE ALTERNATE: GYP. CEILING . ••._ SEE PLAN . •, . .• ,. CARPET TILE, • -MTL. P-LAM z in CPT--1 . • •°• • . 1 .4 0 Z A8.5 J . • U 4 13 LOBBY COLUMN PLAN )..f 14 LIGHTING DETAIL r 16 ELEVATOR. CAB 2 - PLAN, REFLECTED CEILING PLAN AND INTERIOR ELEVATIONS ASS ? 1/2 `1 --D o CO A8.5 ° COLUMN 1".1'-'0" ? A8.5 1/2".1--On J E , .-J w JOB N©. 2080478.00 PHASE 1 PERMIT SET- 5/5/8/2009 w 0 .s. < 3 a : SCHEDULE OF INTERIOR FINISHES NM= V=2 W11% 7J 1.,,: FIRSTFLOORROOM FINISH SCHEDULE � � DOOR SCHEDULE -- SECTION 06 40 00 WQ00, CASEWORK, METALS AND PLASTICS SECTION 09 90 00 - PAINT AND COATINGS Z � .., FLOOR BASE N. WALL E. WALL S. WALL W WALL CEILING 1. INTERIOR PAINT �' -� DOOR DOOR DOOR FRAME .HDWR COMMENTS ROOM MAIL MA MATT MAT'''. MA CEILING FINISH COMMENTS 1. SOLID SURFACE MATERIAL. `"' � DOOR ROOM NAME MAT L HT. -, POLISHED. P-1• SHERWIN WILLIAMS, DIVINE WHITE SW6105 w OPENING SIZE ,HK TYPE MAT I. FINISH MAT L FINISH GROUP NO � • SS 3. CAESARSTONE, 4120 RAVEN FF SF FF H-6 FINISH FINISH FINISH FINISH FINISH FINISH MAT L � � � 6.020A 3'-0''x7'-0" 1 FG SF WD 1 NOTE: FABRICATE WITH 2" THICK RUSTICATED EDGE. COORDINATE P-2: SHERWIN WILLIAMS, HONEYCOMB SW6375 0208 3'--0"x7'-0" 13i" FG SF FF SF FF H-6 3 01 VESTIBULE EM/CT WB GL GL GB/P GL VARIES __ GB/P 1 WITH ARCHITECT. P-3: SHERWIN WILLIAMS, RAVE RED SW6608 > le 102 NICHE CT WB GB/P GB/P GB /P VARIES / 101A PR 3'-0"x7'-0" 1 FGFG ALUM FF ALUM FF H-1 104 LOBBY CT/CPT WB GB/P GB/P GBjP GB/P/CT VARIES GB/P 1 SS-2: RENEWED MATERIALS, LLC. ALKEMI, KOHL 350, HONED NOTE: ALL PAINTS TO BE LOW VOC. SATIN FINISH AT GYPSUM w ® 0 co 103A 3-0 x7-0 14" G SC FF HMK FF H-5 1 105 WOMEN CT CT GB/P/CT GB/P/CT GB/P GB/P/CT 9'--O" GB/P BOARD WALLS, FLAT FINISH AT GYPSUM BOARD CEILINGS. w c . 0 g ! 105A 3'-0"x7'-0" 1 F SC FF HMK FF H-2 ' " " i " G SC FF HMK FF H-4 1 106 HALL CPT WB GB/P GB/P GBjP GB/P 9'-6" SAT 2. WOOD BASE AND VENEER: S. 1 > 107A 3-0 x7-0 - 107 ENTRY CPT WB GB/P/CT GB/P GB/P GB/P VARIES SAT 1 WD-1: SOLID MAPLE BASE, CUSTOM STAIN TO MATCH ARCHITECT'S SAMPLE, 4" 6's a .0 109A 3'-0"x7'-0" 1 F SC FF HMK FF N 3 110A '--0" 1 " F SC FF HMK FF H-3 108 HALL CPT WB GB/P GB/P GB/P GB/P 9'-6" SAT SECTION 10 21 13 - METAL TOILET COMPARTMENTS 3-0 x7 LAMINATE: °- 109 ELECTRICAL SC RB GB/P GB/P GB/P GB/P OTS OTS 3. PLASTIC LAMINA E • 4' lc 0 C 111A 3'-0"xT-0" 1 " F SC FF HMK FF H-2 PL-1: NUMETAL, CORRUGATED MILL ALUMINUM, 604/209. RUN VERTICALLY 1. TOILET COMPARTMENTS 0. a W or 9 11 Q JANITOR SC R8 GBjP GB/P • GB/P GB/P OTS OTS j " PL-2: WILSONART, 13048-01 TUSCAN RED, HIGH GLOSS FINISH HADRIAN, FLOOR-MOUNTED, POWDER COAT FINISH. � � � 0 0 w L. ABBREVIATIONS: 111 MEN CT CT GB/P/CT GB/P/CT GB/P GB/P 9 -0 GB/P DOOR SCHEDULE COMMENTS:, DOORS: 510 BLACK, �, � � ® � `� � ALUM. ALUMINUM ABBREVIATIONS: METAL CLADDING: c 1. 90 MIN DOOR AND FRAME W/ FINISH SCHEDULE NOTES. 4' PANELS: 802 PEWTER METALLIC � � co ckj EXIST EXISTING M--1: FORMS + SURFACES, MATTE SILVER ANODIZED ALUMINUM, AERO F103 PILASTERS: 802 PEWTER METALLIC �, 90 MIN RATED GLASS. SEE , 2- of 8 S DETAILS 15 A8.4 AND 16/A8.4. FF FACTORY FINISH . A. PATCH AND REPAIR ALL EXISTING WALLS WHERE CPT CARPET PROVIDE ALTERNATE: P-1 COLUMN WRAP �.. / HM HOLLOW METAL AFFECTED BY NEW WORK. PAINT NEW AND EXISTING EXIST EXISTING SECTION 08 12 13 - HOLLOW METAL FRAMES WALLS. GB GYPSUM BOARD " SECTION 10 51 00 - LOCKERS HMK HOLLOW METAL KNOCKDOWN 2" TIMELY, PRE-MATCHED CUSTOM, CC401 CHARCOAL � T B. SEE FINISH PLANS FOR PATTERN AND LOCATIONS. P PAINT 1. DOOR FRAMES: - 1. LOCKERS P PAINT Client SEC RECTANGULAR RB RUBBER BASE REPUBLIC LOCKER SYSTEM, #82 RED VELVET DEACON DEVELOPMENT CT CERAMIC TILE _ COI S STAIN SECTION 08 14 16 FLUSH WOOD DOORS SC SOLID CORE WOOD FINISH SCHEDULE COMMENTS: GL GLAZING SF STOREFRONT SC SEALED CONCRETE 1. WOOD DOORS: QUARTER SAWN MAPLE VENEER, CUSTOM STAIN TO MATCH SECTION 12 24 00 - WINDOW SHADE SYSTEMS 901 NE. GLEAN ST. 1. SEE REFELECTED CEILING PLAN ON A6.2 FOR CEILING SUSPENDED ACOUSTICAL TILE ARCHITECT'S SAMPLE SUITE 100 STL STEEL HEIGHT INFORMATION. SAT I I. MINI BLINDS: 972 WB WOOD BASE GENERAL, NOTES:, BL-1: HUNTER DOUGLAS, 1" MINI ALUMINUM BLINDS, A. ALL SIZES INDICATE ROUGH OPENING DIMENSIONS. SECTION 09 30 00 - TILE 065 BRUSHED ALUMINUM F IELD VERIFY ALL DIMENSIONS. 1, CERAMIC TILE NOTE: SUPPLY MINI BLINDS FOR ALL EAST AND WEST 8. PRIVACY LOCK HARDWARE SHOULD INCLUDE AN INTEGRAL CT-1: RENTAL, ECOTECH, ECODARK STRUTTURATO, 16"x32" FACING WINDOWS ONLY. OCCUPIED INDICATOR, REQUIRING. ONLY ONE OPERATION CT-2: RENTAL, ECOTECH, ECOUGHT STRUTTURATO, 16"x32" FOR OPENING DOOR FROM INTERIOR OF ROOM CT-3: RENTAL; STUDIO, WHITE MOSAICO LINEA, 12"x24" { HARDWARE RENTAL, SOHO, BULLONI FERRO, 18.7"x18.7" SECTION 12 48 51 - ENTRY MATS ARDWARE GROUPS:, CT-5: RENTAL, SOHO, AVORIO, 18.7"x18.7" 1. ENTRY MATS: H-1: EXTERIOR STOREFRONT (DOUBLE DOOR) EM-1: PACIFIC MAT & COMMERCIAL FLOORING, CORAL BRUSH, CYLINDERS, PUSH/PULL, ELECTRIC STRIKE (FAIL SAFE), PROXIMITY SENSOR, 2. GLASS TILE MOUSE GRAY 5521 i CARD READER, BALANCE OF HDWR BY DOOR SUPPLIER GT--1: DALTILE, MG04 RUBY RED FROSTED, 5/8"x4" , H-2: TOILET ROOM DOORS S CTiON 14 27 OS -- CUSTOM ELEVATOR CABS , I PUSH/PULL, BUTTS, SILENCER, CLOSER, KICK PLATE (18"), THRESHOLD, 3. GROUT STOPS CAB WALLS: VERTICAL APPLIED PANELS, PL-1 AND PL-2. SEE Project GT-1: TBD H-3: STORAGE ROOM DOORS ELEVATION 16/A8.5 AND A9.1 FOR SPECIFICATIONS LOCKSET 684, BUTTS, SILENCER, STOPS 4. TILE EDGING: CAB CEILING: BRUSHED STAINLESS STEEL WITH LOW BUILDING SCHLUTER, SCHIENE PROFILE, STAINLESS FINISH, SIZE AS RECOMMENDED BY VOLTAGE DOWNLIGHTS H-4: TENANT DOORS MANUFACTURER. PROVIDE ON TRANSITIONS BETWEEN TILE AND CARPET, AND FLOORS: CERAMIC TILE, CT-2, 16"x32", � SW 68TH I'I�:IIVY LOCKSET Fes, BUTTS, SILENCER, CLOSER, STOPS, SMOKE GASKET ALL EXPOSED TILE EDGES. ALT: CARPET TILE, CPT--1 11GiARD, CSR 97223 H-5: EGRESS DOOR HANDRAILS: BRUSHED STAINLESS STEEL, TBD LATCH SET FS BUTTS, SILENCER, CLOSER, STOPS, SMOKE GASKET 5. SEALER AS RECOMMENDED BY MANUFACTURER INTERIOR DOOR SKINS: EXISTING TO REMAIN • S, EXTERIOR DOOR SKINS: EXISTING TO REMAIN H-6: EXTERIOR STOREFRONT (SINGLE DOOR) CALL HARDWARE: EXISTING TO REMAIN CYLINDERS, REMAINDER OF HDWR BY DOOR SUPPLIER SECTION 0' 51 00 - SUSPENDED ACOUSTICAL CEILING, 1. SUSPENDED ACOUSTICAL TREATMENT ' SAT-1: 2'_Oux2'-0" SUSPENDED ACOUSTICAL CEILING. ARMSTRONG DUNE, 9/16" GRID 2. SPECIALTY CEILING - DOOR TYPES SAT-2: RULON COMPANY. PG 8-12-320 SUSPENDED FROM 15/16" HEAVY DUTY T-BAR CARRIERS (AT DOWEL ASSEMBLES BY RULON DOWEL CLIPS). MAPLE (SOLID WOOD), r CLASS A CUSTOM STAIN TO MATCH ARCHITECTS SAMPLE. PROVIDE OPEN ENDS % 0"r 6" �, AND BLACK ACOUSTICAL BLANKET / \ 6"'` SECTION 09 65 00 - RESILIENT FLOORING / \\ 1. RUBBER BASE / \ / \ RB-1 FLEXCO. FLEXTONES, BLACK/BROWN 071, 6" \ / \ / \ / tO \ / SECTION 09 68 13 - CARPET TILE \\ / I\ \ / 1. CARPET \ / \ / w _.N... �, CPT-1: INTERFACE, ACCENT FLANNEL 1 3711 02500, GOLD/TWILL 6504 CPT-2: INTERFACE, PAINT BOX 1666402500, MARIGOLD 3581 F- SINGLE VP- SINGLE CPT-3: INTERFACE, SOLID FOUNDATION 1669002500, FLAME 5872 FF- PAIR VPVP- PAIR NOTE: CARPET ADHESIVES TO BE LOW VOC. QUARTER-TURN CARPET TILE SQUARES. F FLUSH , VISION PANEL r.'6" r"6" )/ �-r'6" r-6" i 10 41/ 4 ID /• \ \ r ' + +/ \+ + + +/ \+ -,. + /+ +\+ + + /+ F: \\ + 2 /+ +\ /+ .\ < + + -�--` / `triangle Building Lighting Schedule: 4i22/09 + + + + \ / Tiiau ,i2 Building BrUCk x.ig�,t1x. noviivuluay. �.,... \+ +/ 4 \ / Type Manufacturer and Catalog# Lamps Notes 1-54wT5H0 350K e",, >,,,,`� �'.i��e�� + \+ 4'/ + �1 \ / A Bega 1-7O Contractor to verify AFF 300456mc/sun 3x35w Bi-pin � • g frY6.35 ,�F�!� + + 65941v� /EMS928 1 \ / `0 \ / U Nulite 1-28w T5/4 or Verify Length per drawing I ... ./ B Bruck/ Verify Length per drawing STN 128T5-volt T5 as required 4Pty --, -�-- -� Bruck/Qtran 140012mc/140320mc/140100mc140305mc/150018/Q6S Verify Transformer locations 835 -A,: OF 00 FG- SINGLE G- SINGLE B 1 Bruck 1-50w MR16 MFL V Zumtobel 1-32w TRT FGFG- PAIR GG- PAIR 140730mc/EXZ-S-FG/900110mc/900200 S5D6113-U-61113W-MC-9930 Zoom 835K C Bega 1-18w TRT W Sistemalux 1-28w T5 4%0" ' FULL GLASS HALF GLASS ST 128-EMS928 835K GROUP MACKENZIE 2009 FG CO L8322.538/E1125928 835K D Hydrel 1-54w T5H0 835K Mock.UP TBD W i Sistemalux 1-28w T5 3'-0" RO RIGHTS NZI ER D Fixture length to be determined ST 117-EMS928 835K THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE 4754 Series E�1/IS928 g X Lithonia Contractor to verify mounting, USED OR REPRODUCED IN ANY MANNER, D-alt Bega Mock-UP TBD LRP LED X.RC/RMC TBD 120/277 TBD directional arrows and#of Faces WITHOUT PRIOR REPRODUCED ARE PERMISSION D OOR RECITE LEGEND 8603/EMS928-voltage voltage FMS928 Fixture length to be determined D-1 Hydrel Mock-UP TBD REVISIONS: :.*::::::: 1 4754 Series EMS928 Fixture length to be determined + TEMPERED SAFETY GLASS D-2 Hydrel Mock-UP TBD H REVISIONS REVISION DELTA •4640 Yolk Series 12 o SH Ste, CLOSING DATE E Wila 1-26w TRT 126-16 volt SA OCU6 835K R E r I T E S C H L D U L F E. Si 126-16 volt SA OCU6-ELK 1-26w TRT 835 K Contractor to verify Emergency Battery Packs D° FRAME F Contrast 1-26w DDT WIND. WIN COMMENTS OPENING SIZE TYPE MAT'L FINISH PS 5711 G SUN FF/P2 04BR CO Fluorescent EMS928 835K F- 1- 6 DDT A 3'-p"x7'--O" A HM FF 1 F Contrast 2 w PS G 150 VOL FF 1 P2 04BR CO Fluorescent EMS928 835K . O Bruck/QTran Contractor to verify 0AH height ___ _.__ __ _. j DOOR SCHEDULE COMMENTS, ABBREVIATIONS. 160033mcgy Series/Q6S Verify Transformer locations ALUM. ALUMINUM Y • 1. 90 MIN RATED GLASS AND FRAME G-1 Bruck 1-50wMR16 MFL , I SEE DETAILS 12/A8.4, 13/A8.4, EXIST EXISTING 220672mc/156252mcf160500mccEXZ-S- SHEET TITLE: AND 14/A8.4, FF FACTORY FINISH FGi900110mc/900203 HM HOLLOW METAL G-2 Bruck - 1-50w MR16 MIL HMK HOLLOW METAL KNOCKDOWN 220672mci 5 6252m 1 /160500mc/EXZ-S- FINISH c P PAINT FG/900110mc/900200 SCHEDULES RECTANGULAR H Elliptipar 1-28w T5/4' or Verify Length per drawing S STAIN F305 T 128-S-00 volt-OK-XX-O XX=835K lamps. T5 per plans 835K Start runs at 135 degree corner SC SOLID CORE WOOD I Sistemalux 1-28w T5 SF STOREFRONT ST128- 928 835K STL STEEL J Zaneen 1-40w Circline T5 D9-2070-volt K Lithonia 2-14w TS =5 14T5 Mvolt GEB115 LP835 835K K:EM Lithonia • 2-14w T5 Contractor to verify Emergency ZI 514T5 Mvolt GEB115 LP835 ET T414 835K Battery Packs L Lithonia 2 32w T8 � -__ RECITE FRAME TYPES . B 0 GCUN 835K ' t C 2 32 Mvolt GE 1 IS W M Wila 1-26w TRT DRAWN BY: SJM " 126-16-volt-SA DFS6 835K • 3-O N Bega 1-39w CFL t ALIGN W CHECKED BY: LFI L8006 voltage EMS928 835K DOOR HEAD ++ + ++ 0 Bruck . SHEET 4- + + 225301MC EMS928 + + + P Winona 1-27w CFL ++ +++ + 5622-18 L WLG BAL STD EMS928 835K o + + + TBD ' I + + + Q . 1., + + + R Zumtobel 1-32w TRT A9.1 + + + +. + + S5D6113 U-611138 MC-9930 Zoom 835K + + + RE Zumtobel 1-32w TRT Contractor to verify Emergency F.F.E. ++++++ S5D6113-U-611138 MC-E4-9930 Zoom 835K Battery Packs S • Elite 1-26w TRT RECITE B5PL 1x26 Mvolt B501 WH 835K JOB NO. 2080478.00 La PHASE 1 PERMII SET- 5/8/2009 . . , 01 00 00 GENERAL DATA 07 50 00 MEMBRANE ROOFING w4u. CONSTRUCTION MATERIALS - .0 1. SINGLE-PLY MEMBRANE ROOFING: SE4B-(T) ROOFING SYSTEM MANUFACTURED BY JOHNS MANVILLE, OR APPROVED EQUAL W GENERAL REQUIREMENTS 1. PROVIDE STUDS, TRACKS, BRACING, FASTENING AND OTHER ACCESSORIES NECESSARY FOR COMPLETE INSTALLATION. �� c C < INSTALL PER MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES. 2. FRAMING MEMBERS SHALL HAVE THE STRUCTURAL. PROPERTIES INDICATED WHERE PHYSICAL STRUCTURAL PROPERTIES ARE NOT INDICATED, THEY SHALL. BE AS NECESSARY TO • • 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE. AS AMENDED BY THE STATE OF OREGON AND ALL a. • � •� " �i � OTHER STATE OR LOCAL CODE REQUIREMENTS THAT APPLY. WITHSTAND ALL IMPOSED LOADS. DESIGN FRAMING IN ACCORDANCE WITH AISI SG-673. ,,.,,,,.,, �„ ,�,, tat b. GENERAL CONTRACTOR TO ENSURE SUBSTRATE IS SUITABLE TO RECIEVE MEMBRANE. ® 0 2. CONTRACTOR SHALL VERIFY AU. DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING BUILDING AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO 3. COLD-FORMED FRAMING SHALL BE GALVANIZED METAL CONFORMING TO ASTM A446/A 446 M GRADE A (33000 PSI) G60. STARTING THE WORK. '. GENERAL CONTRACTOR TO VISUALLY INSPECT THE MEMBRANE FOR ANY FLAWS OR DAMAGE WHICH WOULD INTERFERE WITH THE ACCEPTABLE APPLICATION OR N.1 ® '- D . . co CM • PERFORMANCE OF THE MEMBRANE. 4. PROVIDE THE LISTED GYPSUM BOARD PRODUCTS BY U.S GYPSUM, GEORGIA PACIFIC, NATIONAL GYPSUM OR AN APPROVED EQUAL 0 3. CONTRACTOR AND AU. SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING CONDITIONS PRIOR TO SUBMITTAL OF A PROPOSAL. SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE, AND NO FURTHER COMPENSATION SHALL BE DUE THE CONTRACTOR FOR CLAIMS 5. STANDARD GYPSUM BOARD SHALL BE 5/8" THICK WITH TAPERED EDGES CONFORMING TO ASTM C-36. ARISING AS A RESULT OF' FAILURE TO PERFORM SUCH INSPECTION. d. BALLAST: CLEAN, SMOOTH RIVER BOTTOM STONE CONSISTING OF BALLAST GRADATION SIZES #4 AS SPECIFIED IN ASTM D 448. Z .2 Tui < se J 6. WATER RESISTANT GYPSUM BOARD SHALL BE 5/8" THICK WITH TAPERED EDGES. CONFORMING TO ASTM C-630. 4. BY SUBMITTING A PROPOSAL CONTRACTOR AND ALL SUBCONTRACTORS CERTIFY THAT THEY HAVE EXAMINED THE SITE.AND INCLUDED IN THEIR PROPOSAL ALL WORK NECESSARY TO COMPLETE THE WORK DESCRIBED OR REASONABLY IMPLIED IN THESE DOCUMENTS. THIS INCLUDES BUT MAY NOT BE LIMITED TO ALL MATERIALS AND INSTALLATION, 7. CEMENT BACKER BOARD SHALL. BE 1/2" THICK WITH SQUARE, REINFORCED, SMOOTH EDGES. PROVIDE DUROCK BRAND CEMENT BOARD OR APPROVED EQUAL. CO DISPOSAL OF EXCESS MATERIALS (USEABLE FINISH MATERIALS SHALL BE LEFT IN THE TENANT SPACE AS DIRECTED BY PACTRUST), CLEANING.AND ALL PREPARATION OF 08 44 13 GLAZED ALUMINUM CURTAIN WALLS . SUBSTRATE SURFACES PRIOR TO INSTALLATION, AS WELL AS FINAL CLEAN UP. 1. PERFORMANCE REQUIREMENTS: 8. TRIM ACCESSORIES IES SHALL COMPLY WITH ASTM C-1047. 1' ��.,, 5. IT IS THE INTENT OF THESE CONTRACT DOCUMENTS TO MATCH AND MAINTAIN THE EXISTING BUILDING STANDARDS FOR ALL EXISTING PRODUCTS AND SYSTEMS. UPON a. DESIGN AND SIZE COMPONENTS TO WITHSTAND THE FOLLOWING LOAD REQUIREMENTS WITHOUT DAMAGE OR PERMANENT SET WALL CONSTRUCTION EXECUTION = W DISCOVERY OF A DISCREPANCY TO THIS INTENSION, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. 0 1. FASTEN FRAMING MEMBERS TOGETHER BY WELDING OR BY USING SELF-DRIUJNG OR SELF-TAPPING SCREWS. WELDING SHALL CONFORM TO AWS 013 WELDING PROCEDURE CX - 0 • 6. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. 1. DESIGN WIND LOADS: COMPLY WITH REQUIRMENTS OF ASCE 7 ELECTRODES AND SCREW CONNECTIONS SHALL BE AS REQUIRED AND INDICATED IN THE DESIGN CALCULATIONS. DO NOT FIELD WELD MATERIALS LIGHTER THAN 18 GA. U CO S. 6" C O 7. CONTRACTOR SHALL COORDINATE THE WORK OF AU. TRADES PROVIDE CARPET "WALK-OFF MATS" TO PROTECT FLOOR FINISHES. 2. LIMIT MEMBER DEFLECTION TO 1/175 IN ANY DIRECTION, AND MAXIMUM OF 3/4" WITH FULL RECOVERY OF GLAZING MATERIAL& 2. PROVIDE ACCURATELY ALIGNED RUNNERS AT TOP AND BOTTOM OF PARTITIONS. ANCHOR TRACKS AS INDICATED IN THE DESIGN CALCULATIONS. BUTT WELD JOINTS.IN TRACKS > CO LL OR SPLICE WITH STUD INSERTS. FASTENERS SHALL BE AT LEAST 3 INCHES FROM THE EDGE OF CONCRETE SLABS, <( 1 11' :21 3. MEASURE PERFORMANCE BY TESTING IN ACCORDANCE WITH ASTM E 330, USING TEST LOADS OF 1.5 TIMES THE DESIGN WIND LOADS AND 10 SECOND DURATION OF 3. CUT STUDS SQUARE AND SET WITH FIRM BEARING AGAINST WEBS OF TOP AND BOTTOM TRACKS POSITION STUDS VERTICALLY IN TRACKS AND SPACE AS INDICATED IN DESIGN. 0 MAXIMUM PRESSURE DO NOT SPLICE STUDS. PROVIDE AT LEAST TWO FULL HEIGHT KING STUDS AT DOORS AND OTHER OPENINGS 2 FEET WIDE OR LARGER. PROVIDE JACK STUDS OVER OPENINGS, -, w C 1h- AS NECESSARY, TO MAINTAIN INDICATED STUD SPACING. PROVIDE TRIPLE STUDS AT CORNERS. POSITIONED TO RECEIVE INTERIOR AND EXTERIOR FINISHES. FASTEN STUDS AT 1 L 2 0 8. CONTRACTOR SHALL KEEP THE.AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDING DOCK ACCESS AREAS AND COMMON AREA. FLOORS TO BE SWEPT b. MOVEMENT: ACCOMMODATE THE FOLLOWING MOVEMENT WITHOUT DAMAGE TO COMPONENTS OR DETERIORATION OF SEALS: TOP AND BOTTOM TRACKS BY WELDING OR SCREWING BOTH FLANGES TO THE TRACKS. '0°' OR VACUUMED DAILY. = C m. 0 : 4. INSTALL ALL. INTERIOR AND EXTERIOR GYPSUM BOARD PRODUCTS AND ACCESSORIES AS REQUIRED.FOR THE PROJECT. a. Se 9. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION TO ALL EXISTING IMPROVEMENTS INCLUDING BUT NOT LIMITED TO COMMON CORRIDORS AND STAIRS, BUILDING 1. MOVEMENT OF CURTAIN WALL RELATIVE TO PERIMETER FRAMING. Q C r s. ENTRANCES, SUITE ENTRANCES, ETC. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGES TO EXISTING IMPROVEMENTS DUE TO CONSTRUCTION 5. COMPLY WITH USG GYPSUM CONSTRUCTION HANDBOOK AND MANUFACTURER'S RECOMMENDATIONS. 0 CO 0 Of cy ACTIVITIES. 2. DEFLECTION OF STRUCTURAL SUPPORT FRAMING, UNDER PERMANENT AND DYNAMIC LOADS 10. CONTRACTOR TO PROVIDE TEMPORARY SANITARY FACILITIES. CONSTRUCTION WORKERS SHALL NOT USE BUILDING RESTROOM FACILITIES. 6. FINISH QUAUTY: s- ; 12' b. i Z518 11. STORAGE AND STAGING OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO AREAS AS DESIGNATED AT PRE-CONSTRUCTION MEETING. UNDER NO CIRCUMSTANCES SHALL c. AIR INFILTRATION: LIMIT AIR INFILTRATION THROUGH ASSEMBLY TO 0.06 CU FTf MIN/SQ FT OF WALL AREA, MEASURED AT A REFERENCE DIFFERENTIAL PRESSURE ACROSS ASSEMBLY AREA PROCESS TRADE NOMENCLATURE Cp 0 U) I- °"'L O. I BUILDING UTILITY AREAS OR ANY OTHER COMMON BUILDING AREA BE USED FOR STORAGE OF 6.24 PSF AS MEASURED IN ACCORDANCE WITH ASTM E 283. OFFICE/OTHER AREAS TAPE/2 FINISH COATS*/ SMOOTH FINISH TAPED I ! 12. CONTRACTOR SHALL KEEP THE ROOF FREE OF DEBRIS (I.E NAILS. SCREWS, BOTTLES, ETC.) AT ALL TIMES. d. WATER LEAKAGE NONE, WHEN MEASURED IN ACCORDANCE WITH ASTM E331 AT A TEST PRESSURE DIFFERENCE OF 2.86 LBF/SQ FT. Client USG "FIRST COAT" * SAND AFTER TAPE / FINISH COAT (S) DEACON DEVELOPEENT 13. ALL DIMENSIONS ARE TO GRID OR CENTERLUVE OF WALL UNLESS OTHERWISE NOTED. e. SYSTEM INTERNAL DRAINAGE: DRAIN TO THE EXTERIOR BY.MEANS OF A WEEP DRAINAGE NETWORK ANY WATER ENTERING JOINTS, CONDENSATION OCCURRING IN GLAZING CHANNEL, 14. CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF STRUCTURAL MECHANICAL, ELECTRICAL AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR AND MIGRATING MOISTURE OCCURRING WITHIN SYSTEM. INSTALLATION. 7. FINISH EXPOSED INTERIOR GYPSUM BOARD WALLS AND CEILINGS SMOOTH STRAIGHT READY FOR FINISH AS SHOWN ON PLANS. f. ST. PROVIDE FOR EXPANSION AND CONTRACTION WITHIN SYSTEM COMPONENTS CAUSED BY CYCLING TEMPERATURE RANGE OF 170 DEGREES OVER A 12 HOUR PERIOD. 15. LEAVE THE PROJECT CLEAN MD READY FOR OCCUPANCY. 8. INSTALL WATER-RESISTANT GYPSUM BOARD AT WALLS WITH WAINSCOT PANELING (TOILET RGXaMS, JANITORS ROOM AND 2. MANUFACTURERS: KAWNEER; PRt�UCT: 1600 WALL SYSTEM 2 BEHIND KITCHEN AND COFFEE BAR COUNTERS) O Iv 16. CONTRACTOR TO CLEAN ADJACENT EXTERIOR AREA, LE WALKS, EXTERIOR GLASS. ETC. ; 97232 17. CONTRACTOR TO FRI ALL PAPER AND SOAP DISPENSERS IN RESTROOMS. v. OTHER ACCEPTABLE MANUFACTURERS: 18. PROVIDE "RECORD" DRAWINGS OF THE WORK AT THE CONCLUSION OF CONSTRUCTION. "RECORD" DRAWINGS SHALL BE IN THE FORM OF TWO HARD COPIES OF CONSTRUCTION 1. ARCADIA IN 09 53 00 SUSPENDED ACOUSTICAL CEILING DOCUMENTS, UPDATED BY THE ARCHITECT WITH ALL PROJECT CHANGES COORDINATED.THROUGH EITHER APPROVED RFTS OR CHANGE ORDERS AT THE TIME OF PROJECT COMPLETION. DELIVER RECORD DRAWINGS TO THE ARCHITECT, WITH ANY VARIATION IN THE CONTRACT DOCUMENTS MARKED-UP IN RED PEN. ALL DESIGN-BUILD "RECORD" DRAWINGS TO BE 2. UNITED STATES ALUMINUM CORP. 1. COMPLY WITH CURRENT SEISMIC REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. ISSUED IN BOTH CAD AND HARD COPY FORMAT. COMPLETE OPERATION AND MAINTENANCE MANUALS SHALL BE PROVIDED FOR ALL MECHANICAL ELECTRICAL AND PLUMBING EQUIPMENT, 2. FOLLOW MANUFACTURERS PRINTED INSTRUCTIONS FOR THE DELIVERY AND INSTALLATION OF CEILING SYSTEM, INCLUDING GRID, PANELS. AND HANGARS AND ACCESSORIES. DEACON DEVELOPMENT GROUP MAY HOLD CONTRACTOR'S FINAL.PAYMENT UNTIL "AS-BUILT" DRAWINGS AND 0 & M MANUALS HAW BEEN RECEIVED AND APPROVED. .3. COMPONENTS: 19. IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDES A COMPLETE FUNCTIONING PROJECT INCLUDING AU. GENERAL MECHANICAL AND ELECTRICAL 3. USE ALL PRODUCTS FROM ARMSTRONG WORLD INDUSTRIES, INC. CONSTRUCTION REQUIRED TO FULFILL THAT INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED, REGARDLESS OF WHETHER OR NOT SHOWN ON THE DRAWINGS a. ALUMINUM FRAMED CURTAIN WALL FACTORY FABRICATED, FACTORY FINISHED ALUMINUM MEMBERS WITH INFILL. AND RELATED FLASHINGS, ANCHORAGE AND ATTACHEMENT DEVICES. 4, COORDINATE CEILING WORK WITH INSTALLERS OF RELATED WORK INCLUDING BUT NOT LIMITED TO INSULATION, GYPSUM BOARD, LIGHT FIXTURES, MECHANICAL SYSTEMS, 20. ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY CONTRACTOR ARE NOTED N.I.C.' ". 1. FINISH: CLASS 1 NATURAL ANODIZED FINISH: AAMA 611 AA-M12C22A41 CLEAR ANODIC COATING NOT LESS THAN 0.7 MILS THICK. ELECTRICAL SYSTEMS AND FIRE SPRINKLERS . 21. "ALIGN" AS USED IN THESE DOCUMENTS,. MEANS TO ALIGN THE FINISHED FACES OF ELEMENTS IN THE SAME PLANE. EITHER IMMEDIATELY ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING. b. ALUMINUM FRAMING MEMBERS TUBULAR ALUMINUM SECTIONS„ DRAINAGE HOLES AND INTERNAL VEEP DRAINAGE SYSTEM. 5. PRODUCTS: 22. DO NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS. DRAWINGS ARE INTERRELATED. a. STANDARD GRID - PRELUDE 24 XL 15/18"'EXPOSED TEE (HEAVY DUTY) 23. SUBMIT SAMPLES OR DRAWDOWNS FOR ALL FINISHES REQUESTED TO THE ARCHITECT OF RECORD WITHIN TWO WEEKS OF PROJECT AWARD. PRODUCTS INSTALLED WITHOUT 4. INSTALLATION: b. STANDARD TILES - ARMSTRONG FISSURED ITEM # 705. 24 x 24 x 5/8" W/ ANGLED TEGULAR EDGE APPROVED SAMPLES ARE SUBJECT TO REPLACEMENT AT CONTRACTOR COST. a. INSTALL PER MANUFACTURERS RECOMMENDED INSTALLATION INSTRUCTIONS. c. ACCESSORIES - MANUFACTURERS' STANDARD t 24. CONTRACTOR SHALL SUBMIT COMPLETE SHOP DRAWINGS FOR MILLWORK, SPECIAL SYSTEMS, MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS (INCLUDING FIRE PROTECTION Project SYSTEMS). SUBMIT A MINIMUM OF TWO COPIES OF ALL SHOP DRAWINGS FOR REVIEW AND APPROVAL TO THE ARCHITECT OF RECORD. ARCHITECT WILL RETAIN ONE COPY AND b. PROVIDE THERMAL ISOLATION WHERE COMPONENTS PENETRATE OR DISRUPT BUILDING INSULATION. 6. ALL TILE CUTS SHALL BE DONE WITH RAZOR SHARP KNIVES. CUT/TRIM TILE EDGE TO CREATE TEGULAR EDGE CONDITION SO THAT CEIUNG TILE LAYS FLAT. POINTE ONE COPY WILL BE RETURNED TO THE CONTRACTOR. 7. AT CEILINGS OVER 144 SF PROVIDE HORIZONTAL RESTRAINT WIRE OR RIGID BRACING. 25. THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY OF THE FIRE PROTECTION SYSTEMS CONTRACTOR. ALL FIRE PROTECTION SYSTEMS SHALL BE DESIGNED BY A C. INSTALL SILL FLASHINGS: TURN UP ENDS AND EDGES; SEAL TO ADJACENT WORK TO FORM WATER TIGHT DAM. AT 0 SF.: � � PROFESSIONAL ENGINEER LICENSED BY THE APPROPRIATE JURISDICTION FOR THE DESIGN OF THIS TYPE OF SYSTEM. COORDINATE INTERFACE WITH EXISTING BUILDING SYSTEMS 8. A CEILINGS OVER 144 AND WITH ARCHITECT. ALL SPRINKLER HEADS SHALL BE CENTERED IN CEILING TILE (OR 2 x 2 MODULE OF A SECOND LOOK II TYPE OF CEILING TILE WHERE APPLICABLE). d. COORDINATE ATTACHMENT AND SEAL OF PERIMETER AIR AND VAPOR BARRIER MATERIALS LOCATION OF THOSE IN GYPSUM BOARD CEILINGS SHALL BE PRE-APPROVED IN WRITING BY THE ARCHITECT PRIOR TO INSTALLATION. a. INSTALL GRID USING BERC2 CUPS TO ATTACH GRID TO WALL MOLD AS AN ALTERNATE MEANS OF CONSTRUCTION FOR THIS PROJECT WITH TWO ADJACENT SIDES RIGIDLY 13333 SW 68TH PKWY 1 ATTACHED AND THE OTHER TWO SIDES ALLOWED TO FLOAT. 26. THE CONTRACTOR SHALL COORDINATE AU. CONSTRUCTION SEQUENCING WITH PACTRUST AND SCHEDULE ALL SERVICE INTERRUPTIONS OUTSIDE NORMAL BUSINESS HOURS TO . 5. QUAUTY CONTROL: I IGARD, OR 97223 MINIMIZE INCONVENIENCE TO CURRENT TENANTS. b. PROVIDE CEILING SEISMIC JOINTS AT LOCATIONS TO OMIT CONTIGUOUS CEILING GRID AREAS TO NO MORE THAN 2500 S.F. GENERAL a. TEST INSTALLED CURTAIN WALL.FOR WATER LEAKAGE IN ACCORDANCE WITH AAMA 501.2. 9. PROVIDE RIGID STRUTS TWELVE FEET ON CENTER EACH WAY BEGINNING WITHIN SIX FEET OF PERIMETER EDGE. INSTALL SWAY BRACING EACH STRUT ALONG FIXED EDGE IN ALL FOUR DIRECTIONS 1. ALL ROOF PENETRATIONS FOR ELECTRICAL, LOW VOLTAGE GAS PIPING, ETC. SHALL BE SLEEVED THROUGH A LEAD ROOF JACK, CLAMPED WITH A STAINLESS STEEL CLAMP AND SEALED WITH VOLKUM CAULKING. SILICONE SEALANT NOT PERMITTED. 08 80 00 GLAZING 10. IN EXISTING SPACES REPLACE WATER STAINED OR DAMAGED TILES AS NEEDED. TUNE UP GRID SYSTEM AS NEEDED. 1. PERFORMANCE REQUIREMENTS' 11. REPAIR HOLES IN GRID FROM REMOVED WALLS. USE OF ARMSTRONG "BP ES-4" EXPANSION SLEEVE ACCEPTABLE 03_ 00 00 CONCRETE, S S I f a. PROVIDE GLASS AND GLAZING MATERIALS FOR CONTINUITY OF BUILDING ENCLOSURE VAPOR RETARDER AND AIR BARRIER: 09 91 2,,3 PAINTING 1. EXTERIOR FLAT WORK: a. SL 4" THICK, 3,000 PSI, UN-REINFORCED CONCRETE AB WITH AIR-INTRAINMENT OVER 2" COMPACTED CRUSHED ROCK (3/4 MINUS). I. IN CONJUNCTION WITH VAPOR RETARDER AND JOINT SEALER MATERIALS DESCRIBED IN OTHER SECTIONS. b. CONTROL JOINTS 5' O.C. MAX, EXPANSION JOINTS 20` O.C. OR AS SHOWN ON PLANS 2. TO MAINTAIN A CONTINUOUS AIR BARRIER AND VAPOR RETARDER THROUGHOUT THE GLAZED ASSEMBLY FROM GLASS PANE TO HEEL BEAD OF GLAZING SEALANT. 1. WALL& a. PRIME NEW DRYWALL WITH MILLER'S HIGH-BUILD "SUPER SEAL" PRIMER. c. BROOM FINISH WITH TOOL EDGE EACH SIDE b. PERFORM WORK IN ACCORDANCE WITH GANA GLAZING MANUAL AND FGMA SEALANT MANUAL FOR GLAZING INSTALLATION METHODS INTERIOR: S 2. SLAB ON CRADE PATCHING: SAW CUT, REMOVE AND REPLACE CONCRETE AS NECESSARY TO MEET THE REQUIREMENTS OF THE NEW CONSTRUCTION. BACKFILL AND COMPACT THE c. FLAT GLASS MATERIALS: b. NEW AND EXISTING DRYWALL TO BE FINISHED TO ACHIEVE UNIFORM COVERAGE WITH MILLER'S 6200 OR 4480 WITH A TIGHT ROLLER STIPPLE FINISH. RESTROOM FINISHES 70 CRUSHED ROCK TO 95X OF THE DRY DENSITY, PER ASTM 0-1557. PROVIDE 1/2" DIAMETER ETER BY 18' LONG DOWELS (EMBED 8" INTO SLAB) AT 2'-0" ON CENTER, SECURE WITH BE MILLER'S S/G LATEX ENAMEL. EXPDXY. USE 3,500 PSI CONCRETE (AT 28 DAYS) FOR POUR BACK. 1. APPROVED MANUFACTURERS 2. DOORS AND FRAMES: 3. FORMING AND ACCESSORIES: a. PPG INDUSTRIES a. NEW HOLLOW METAL - PRIME, SAND, AND FINISH WITH TWO COATS OF SEMI-GLOSS OIL. a. FORMWORK DESIGN IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR b. VIRACON b. EXISTING HOLLOW METAL - SAND, FILL IMPERFECTIONS WITH RONDO, SAND AND PRIME PATCHES WITH ALKYD PRIMO?, AND FINISH WITH SEMI-GLOSS OIL ENAMEL b. DESIGN, ENGINEER AND CONSTRUCT FORMWORK, SHORING AND BRACING TO CONFORM TO CODE REQUIREMENTS; RESULTANT CONCRETE TO CONFORM TO REQUIRED SHAPE, a. NEW V10OD - PRIME WITH ALKYD OIL UNDER-COATER, SAND, FILL ALL FASTENING HOLES WITH PAINTER'S PUTTY, CAULK ALL CRACKS IN CASINGS AND BETWEEN JAMBS AND LINE AND DIMENSION. PROVIDE RIGIDITY AND STABILITY SUFFICIENT FOR CONFORMANCE TO TOLERANCE LIMITS OF ACI 117. OLD CASTLE WALLS USING DAP LATEX CAULK, AND FINISH WITH S/G OIL ENAMEL. 4. REINFORCING: S 2. CLEAR FLOAT GLASS: CLEAR, HEAT.STRENGTHENED, 1/4" THICK 3. CEILINGS a. GENERAL CONTRACTOR IS RESPONSIBLE FOR REINFORCING SUPPORT ACCESSORY SELECTION AND DESIGN 3. SAFETY GLASS: CLEAR, FULLY TEMPERED, 1/4* THICK. WHERE INDICATED ON PLANS. a. NEW PLASTER - PRIME WITH SUPER SEAL AND FINISH TO ACHIEVE UNIFORM COVERAGE WITH MILLER'S 6200 OR 4480. 4. GENERAL NOTES b. PROVIDE SHOP DRAWINGS COMPLYING WITH THE REQUIREMENTS OF ACI 315, MAKING REFERENCE TO ACI SP-66. INCLUDE BAR SCHEDULES, SHAPES OF BENT BARS, SPACING 4. SPANDREL GLASS HEAT STRENGTHENED, TINTED, OPACIFIER ON BACK SURFACE S OF` BARS AND LOCATION OF SPLICES a. KEEP ALL HARDWARE HINGES, AND DOOR KNOBS CLEAN OF ALL PAINT SPLATTERS, DRIPS, OR ROLLER SPRAY. C. SEE STRUCTURAL PLANS FOR LOCATIONS AND SIZES D. SEALED INSULATING GLASS MATERIALS b. ALL SURFACES TO BE SANDED BETWEEN COATS, PRIOR TO INSTALLATION OF NEXT COAT. c DURING PROGRESS OF WORK, KEEP JOB SITE CLEAN OF ALL. PAINT MATERIALS, RUBBISH, CANS, AND RAGS AT THE END OF EACH DAY. 5. FINISHING: 1. APPROVED MANUFACTURERS ANY OF THE MANUFACTURERS LISTED UNDER FLAT GLASS MATERIALS. • d. UPON COMPLETION OF' WORK, CLEAN ANY PAINT SPLATTER BY USING PROPER METHODS OF WASHING AND SCRAPING, USING CARE NOT TO SCRATCH OR DAMAGE FINISHED a. COORDINATE WORK WITH CONCRETE FLOOR PLACEMENT AND CONCRETE FLOOR CURING 2. SHADING COEFFICIENT: 0.35 SURFACES b. FINISH CONCRETE FLOOR SURFACES IN ACCORDANCE WITH ACI 301 AND ACI 302.1R 3. WINTER NIGHT-TIME U-VALUE: 0.29 e. PROTECT WORK OF OTHER TRADES. f. PROVIDE NET PAINT" SIGNS AS REQUIRED TO PROTECT NEWLY PAINTED FINISHES. . c. STEEL TROWEL SURFACES THAT WILL RECEIVE CARPETING OR RESILIENT FLOORING, STONE AND TILE OR WILL BE EXPOSED. 4. OUTER PANE OF 1/4" THICK, HEAT STRENGTHENED TINTED GLASS S S . I I d. FLOOR TOLERANCES: MEASURE FOR F(F) AND F(L) TOLERANCES FOR FLOORINGS IN ACCORDANCE WITH ASTM 1155-96, WITHIN 16 HOURS AFTER SLAB INSTALLATION. FOR 5. INNER PANE OF 1/4" THICK, CLEAR FLOAT GLASS. EXTERIOR: SLAB ON GRADE, ACHIEVE THE FOLLOWING MINIMUM FLOOR FINISH F-NUMBER TOLERANCES: 1. WASHING OVERALL AREA FLATNESS, OAF(F): 20 S 6. PLACE LOW E COATING ON NO. 2 SURFACE WITHIN UNIT. MINIMUM LOCAL FLATNESS, MLF(F): 17 a. ALL SURFACES TO BE PAINTED ARE TO RE PRESSURE WASHED USING A PRESSURE WASHER WITH A MINIMUM PRESSURE OF 2500 PSI. 114011W 44141?1Ce 6. CURING: 7. TOTAL UNIT THICKNESS OF 1 INCH MINIMUM. b. AFTER WASHING: .. � ` , 8. ACCEPTABLE GLASS PANELS: SOLARBAN 60 STARPHIRE ULTRA-CLEAR GLASS BY PPG INDUSTRIES ; 2 C "/# PSON 1. DO NOT PAINT OVER DIRT, RUST, SCALE. GREASE AND MOISTURE. SCRAPE ALL SURFACES TO REMOVE ANY SCALE f' a. PERFORM WORK IN ACCORDANCE WITH ACI 302 AND ACI 302.1R. , 08 10 00 DOORS AND WINDOWS 2. ALL IRREGULAR SURFACES TO BE FEATHERED OUT AT EDGES BY SANDING. B POA`R.AiU,ORE el 04 00 00 MASONRY AND STONE, 3. ALL METAL SURFACES WITH VISIBLE SOILING TO BE WIPED WITH APPROPRIATE THINNER TO CLEAN. . 1. DOOR AND RELITE FRAMES: PER SCHEDULE OF INTERIOR FINISHES OR APPROVED EQUAL SUBMITTAL REQUIRED PRIOR 1. SEE PLANS FOR LOCATION AND DETAILING OF EXTERIOR STONEWORK. TO ORDERING MATERIAL 4. SPACKLE ANY IMPERFECTIONS.IN SURFACE WITH EXTERIOR SPACKLE SPOT PRIME PRIOR TO INSTALLATION OF FINISH COATS 14, 05 00 00 METALS 2. ALL DOORS SHALL BE SOLID CORE WOOD UNLESS NOTED OTHERWISE. 5. CAULK SEAMS AT JUNCTION OF ADJOINING SURFACES WHERE OPENINGS ARE VISIBLE TO THE EYE. 1. SHOP FABRICATED STEEL. ITEMS: 3. INTERIOR DOOR FINISH: PER SCHEDULE OF INTERIOR FINISHES. SUBMITTAL REQUIRED PRIOR TO ORDERING MATERIAL. 6. METAL. SURFACES I.E. SIDING, ROOFING, DOORS, FRAME'S; GUTTERS, ELECTRICAL. PANEL COVERS, ETC: 1 I a. • SHOP DRAWINGS: INDICATE PROFILES, SIZES, CONNECTION ATTACHEMENTS, REINFORCING,, ANCHORAGE, SIZE AND TYPE OF FASTENER%AND ACCESSORIES INCLUDE 4. DOOR HARDWARE SHALL SCHLAGE AL SATURN OR D RHODES SERIES U.N.O. a. FERROUS METALS: © GROUP MACKENZIE 2009 ALL RIGHTS RESERVED ERECTION DRRAWINGS, ELEVATIONS AND DETAILS WHERE APPLICABLE 5. DOOR FINISH SUBMITTAL CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DOOR FRAMES, DOOR HARDWARE AND DOORS AS WELL AS A CONTROL SAMPLE OF THE FINISHED DOOR FINISH WITH EXTERIOR ACRYLIC TO ACHIEVE UNIFORM COVERAGE THESE DRAWINGS ARE THE PROPERTY OF NEW - PRIME WITH ALKYD OIL PRIMER, 1. SKIN W1 STAIN AND FINISH APPLIED (IF NEW DOORS ARE BEING PROVIDED). BEFORE FINISHING OF DOORS IS COMMENCED ARCHITECT SHALL APPROVE CONTROL SAMPLE. GROUP MACKENZIE AND ARE NOT TO BE b. PREPARE SHOP DRAWINGS FROM FIELD MEASUREMENTS WHERE POSSIBLE FINISHED PRODUCT IS SUBJECT TO REJECTION BY ARCHITECT IF THIS PROCESS IS NOT FULLY ADHERED TO AND FIELD PRODUCT DOES NOT MATCH THE APPROVED CONTROL 2. EXISTING - SPOT PRIME RAW AREAS WITH ALKYD OIL PRIMER AND FINISH WITH SEMI-GLOSS ACRYLIC TO ACHIEVE UNIFORM COVERAGE:. USED OR REPRODUCED IN ANY MANNER, SAMPLE WITHOUT PRIOR WRITTEN PERMISSION c. ALLOW.FOR FIELD TRIMMING WHERE TAKEING FIELD MEASUREMENTS WILL. DELAY WORK. 6. ALL INTERIOR GLAZING SHALL TEMPERED, U.N.O. b. GALVANIZED METALS: , i d. PROVIDE ANCHOR AND BOLT TEMPLATES FOR ATTACHMENT OF METAL FABRICATIONS CONCRETE, STRUCTURAL STEEL. AND SIMILAR COMPONENTS. 1. NEW - WASH WITH GALVA WASH SUBSTANCE, PRIME WITH ALKYD PRIMER. AND FINISH WITH EXTERIOR ACRYLIC TO ACHIEVE UNIFORM COVERAGE REVISIONS: 7. EXTERIOR WINDOWS TO MATCH EXISTING PPG SOLARCOOL AZURIA WITH LOW-E COATING AND CLEAR ANNODIZED ALUMINUM FRAME ITEMS INCLUDING EMBEDS. e. PRIME PAINT ALL INTERIOR AND GALVANIZE AU. EXTERIOR STEEL. 2. EXISTING - SPOT PRIMER WITH ALKYD OIL PRIMER AND FINISH WITH EXTERIOR ACRYLIC TO ACHIEVE UNIFORM COVERAGE 5 NO /3145. REVISIONS REVISION DELTA 09 00 00 FINISHES c. ALUMINUM METAL - NEW OR EXISTING, PRIME AU. RAW ALUMINUM WITH VINYL WASH PRIMER AND FINISH WITH EXTERIOR ACRYLIC TO ACHIEVE A UNIFORM COVERAGE .. 5....t THIS CLOSING DATE SHEET 1. EXCEPTIONS DO NOT PRIME SURFACES IN DIRECT CONTACT WITH CONCRETE, WHERE FIELD WELDING IS REQUIRED. GENERAL(SEE SCHEDULE OF INTERIOR FINISHES FOR MORE INFORMATION), 7. CONCRETE WALLS. , f. PREPARE SURFACES TO BE PRIMED IN ACCORDANCE WITH SSPC-SP2. 1. CLEAN, SEAL AND WAX ALL RESILIENT FLOORS PER MANUFACTURERS SPECIFICATIONS. a. NEW - PRIME WITH KRILL PRIMER SEALER AND FINISH WITH HIGH SHEEN KRILL TO ACHIEVE UNIFORM COVERAGE I " I g. CLEAN SURFACES OF RUST, SCALE GREASE AND FOREIGN MATTER PRIOR TO FINISHING 2. SUBMIT SAMPLES OR DRAW DOWNS FOR THE FOLLOWING: b. EXISTING - SPOT PRIME WITH KRILL PRIMER SEALER AND FINISH TO HIGH SHEEN KRILL TO ACHIEVE UNWORN COVERAGE 1 . h. PRIME PAINTING: ONE COAT. a. FLOOR COVERINGS AND BASE I I b. PLASTIC LAMINATES 10 44 16 FIRE EXTINGUISHERS I I 07 00 OQ THERM AI, MOISTURE PROTECTION ' c ALL NATURAL WOOD (INCLUDING.DOORS AND CASEWORK) 1. FIRE EXTINGUISHER 2A10 BC (WALL MOUNTED OR IN SEMI RECESSED CABINET AS INDICATED ON PLAN) 1. BATT INSULATION: ASTM C 665; PREFORMED BATT; FRICTION FIT, CONFORMING.TO THE FOLLOWING: d. PAINT COLORS a. FLAME SPREAD INDEX 25 OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM E 84 e. • TILE MARBLE GRANITE, STONE AND GROUT 21 00 00 FIRE SUPPRESSION. I I 1. PROVIDE SPRINKLERS BELOW SUSPENDED CEILING PER CODE SPRINKLER HEADS SHALL BE CENTERED IN 2 X 2 CEILING TILE LAYOUT OF SPRINKLERS BY CONTRACTOR. b. SMOKE DEVELOPED INDEX: 450 OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM E 84 f. TOILET PARTITIONS SPRINKLER LAYOUT IN AU. HARD CEILING AREAS (GYPSUM BOARD/PLASTER) TO BE REVIEWED AND APPROVED BY ARCHITECT PRIOR TO INSTALLATION. 1 S f c. g. HARDWARE 2. IN NEW CEILING GRID SYSTEMS OVER 1,44 SF PROVIDE FLEXIBLE HEADS FOR MINIMUM SEISMIC MOVEMENT. PROVIDE AUTOMATIC FIRE SPRINKLER FLOW INDICATOR SIEMENS SHEET TITLE: COMBUSTIBILITY: NON-COMBUSTIBLE WHEN TESTED IN ACCORDANCE WITH ASTM E 138, EXCEPT FOR FACING. IF ANY. CU-MHU-MCS-W OR EQUAL. LOCATIONS TO BE APPROVED BY ARCHITECT. S S .3. FINISH FLOORING TO.BE INSTALLED UNDER ALL NEW CASEWORK. d. THERMAL RESISTANCE R19 IN WALLS 3. PROVIDE AUTOMATIC FIRE SPRINKLER FLOW INDICATOR SIEMENS CU-MHU-MCS-W OR EQUAL SEE PLAN FOR LOCATIONS. . e. THERMAL RESISTANCE ROOF IN R0 WHERE PROVIDED. 09 21 00 GYPSUM BOARD 22 00 00 PLUMBING SPECIFICATIONS GENERAL . f. FACING: FOIL. FLAME SPREAD 25 RATED ONE SIDE 1. ALL MATERIAL-SHALL BE IN COMPLIANCE WITH THE GYPSUM ASSOCIATION REQUIREMENTS GENERAL REQUIREMENTS SHEET 2. POLYISOCYANURATE BOARD INSULATION: RIGID CELLULAR FOAM, COMPLYING WITH ASTM C 1289, TYPE I, ALUMINUM FOIL BOTH FACES; CLASS 1 2. CONTRACTOR TO CONFIRM GAUGE AND SPACING REQUIREMENTS PRIOR TO ORDERING MATERIAL. 1. PLUMBING CONTRACTOR TO VERIFY THAT EXISTING WATER SERVICE TO BUILDING IS ADEQUATE FOR NUMBER AND TYPE O= FIXTURES. ANALYSIS TO INCLUDE PLUMBING FIXTURES _ IN THIS PROJECT, PLUS EXISTING PLUMBING FIXTURES, PLUS (4) ADDITIONAL FLUSH VALVE TOILET FIXTURES IN VACANT SPACE SEE ATTACHED PLANS FOR EXISTING TENANT NON-REINFORCED FOAM CORE. IMPROVEMENTS. UPGRADE SERVICE AS NEEDED. 3. AU. GYPSUM BOARD TO BE A MINIMUM OF 5/8" THICK VERTICALLY ATTACHED TO METAL STUDS 24" O.C. WITH 1" TYPE S-12 SCREWS 12" O.C. UNLESS OTHERWISE NOTED. • 4 a. FLAME SPREAD INDEX: 75 OR LESS %MIEN TESTED IN ACCORDANCE WITH ASTM E 84 2. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL (1) MASTER SHUT OFF VALVE FOR EACH SET OF RESTROOMS. LOCATE VALVE BEHIND HANDICAP TOILET IN MEN'S RESTROOM. 4. ALL GYPSUM BOARD TO RECEIVE ONE TAPE.COAT AND TWO FINISH COATS WITH SANDING BETWEEN FINISH COATS. APPLY USG SHEETROCK BRAND FIRST COAT. PAINT . AS INDICATED. 3. WATER HEATER (ELECTRIC) 30 GAL AND LARGER 277V LESS THAN 30 GAL 120V, PROVIDED IN JANITORS ROOM.. PROVIDE HUB DRAIN AT LOCATION. b. SMOKE DEVELOPED INDEX: 450 OR LESS, WHEN TESTED IN ACCORDANCE WITH ASTM E.84 � ( ) 5. ALL ONE HOUR RATED WALLS (WHERE APPLICABLE): ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD. EITHER AT RIGHT ANGLES OR PARALLEL TO FRAMING ON EACH SIDE OF FLOOR DRAINS SHALL BE INSTALLED IN TOILET ROOMS CONTAINING TWO (2) OR MORE WATER CLOSETS OR 2 OR MORE WATER CLOSETS AND URINALS IN COMBINATION. THE C. COMPRESSIVE STRENGTH: 20 PSI METAL STUDS SPACED AT 24" O.C. FASTEN WITH 1" TYPE S DRYWALL SCREWS 8" O.C. TO VERTICAL EDGES AND 12" O.C. TO TOP AND BOTTOM RUNNERS AND INTERMEDIATE 4. 2'` STUDS STAGGN"R ALL VERTICAL AND HORIZONTAL JOINTS 24" 0.C. (OR ONE STUD SPACING), EACH SIDE AND OPPOSITE SIDES. FLOOR SHALL SLOPE TOWARD THE FLOOR DRAIN WITHIN 2 OF THE DRAIN. d. BOARD SIZE:: 48 X 96 INCH 6. ALL TWO HOUR RATED WALLS (WHERE APPLICABLE): BASE LAYER 518" TYPE X GYPSUM WALLBOARD, EITHER AT RIGHT ANGLES OR PARALLEL TO FRAMING ON EACH SIDE OF . e. BOARD EDGES SQUARE STUDS STUDS SPACED AT 24" O.C. FASTEN WITH 1" TYPE S DRYWALL SCREWS 24" O.C. TO VERTICAL EDGES AND 12" O.C. TO TOP AND BOTTOM RUNNERS AND INTERMEDIATE STUDS FACE LAYER 5/8" TYPE X GYPSUM WALLBOARD, EITHER AT RIGHT ANGLES CV? PARALLEL TO EACH SIDE WITH 1 5/8" TYPE S DRYWALL SCREWS 12" OCL STAGGER ALL. VERTICAL AND HORIZONTAL JOINTS 24" 0.C. (OR ONE STUD:SPACING), EACH SIDE AND OPPOSITE SIDES U.N.O. 1 f. THERMAL RESISTANCE R19 IN ROOF. DRAWN BY: 7. IN FINISHED SPACES FURR-OUT BUILDING COLUMNS AND EXTERIOR WALLS WITH 5/8" GYPSUM BOARD OVER METAL STUDS. 8. PROVIDE ACOUSTIC GASKETS WHERE WALL INTERSECTS MULLIONS OR GLAZING. CHECKED BY: 07 26 00 UNDER- VAPOR BARRIER 9. AT ALL EXISTING WALLS, REMOVE ALL NAILS, SCREWS, FASTENERS, ETC. LEFT BY PREVIOUS TENANT AND PATCH HOLES READY FOR PAINT. I I 1. UNDERSLAB VAPOR BARRIER MUST MEET THE FOLLOWING CRITERIA: SHEET 10. UPON REMOVAL OF ANY WALL BASE MATERIAL, CONTRACTOR TO PREP WALL TO PAINT READY CONDITION. a. PERMEANCE OF LESS THAN 0.01 PERMS PER ASTM F 1249 OR ASTM E 96 b. ASTM E 1745 CLASS A 2. PRODUCT:. STEGO WRAP VAPOR BARRIER (15-MIL) BY STEGO INDUSTRIES LLC. OR APPROVED EQUAL. S A9.2 3. INSTALLATION: INSTALL PER MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES AND ASTM E 164.3-98 (2005) I 1 JOB NO. 2080478.00 I f 1 PHASE PERM SET-- 5/8/ 00� � 23 00 90 HVAC 26 00 00 ELECTRICAL, Usi l_c W _ GAS METER, MEEAl. 11111...111 RI ® � tam � 1. CONTRACTOR TO VERIFY GAS METER AND TAG METER WITH THE TENANT'S ADDRESS OR SUITE NUMBER. METER IDENTIFICATION NUMBER AND TENANT ADDRESS INFORMATION 1. ALL ELECTRICAL FEEDS TO OUTLET, SWITCHES, ETC. MUST BE VERTICAL DROPS FROM CEILINGS U.N.O. EXCEPTION OF HORIZONTAL RUNS UNDER WINDOWS AND FIXTURES ON THE j 6 • . SHALL BE GIVEN TO PACTRUST PRIOR TO TENANTS• MOVE-IN. SAME STUD ACCEPTED. VAC - BID PROCEDURE 2. PROVIDE LABEL FOR EACH CIRCUIT AT PANEL FOR IDENTIFICATION PURPOSES. c .� N Z E 5 1. FOR BIDDING PURPOSES, THE HVAC CONTRACTOR WILL ASSUME THAT EXISTING HVAC EQUIPMENT IS IN PROPER WORKING ORDER. 3. ELECTRICAL CONTRACTOR TO PROVIDE LABELS AT EACH ELECTRICAL RECEPTACLE IDENTIFYING CORRESPONDING BREAKER SWITCH AND PANEL. 2. INVENTORY EXISTING H.V.A.C. ROOFTOP UNITS AND SUBMIT TO ARCHITECT A CONDITIONS REPORT OF EACH UNIT 4. CONTRACTOR TO VERIFY. ELECTRICAL METER AND TAG METER WITH THE TENANT'S ADDRESS OR SUITE NUMBER. METER IDENTIFICATION NUMBER AND TENANT ADDRESS `XII CD INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR TO TENANT'S MOVE-IN. a„ 3. LIST TONNAGE OF EACH UNIT. C`" 5. ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY LIGHTING IN PATH SHOWN ON PLAN EQUAL TO 1-FOOT CANDLE. a' Iti HVAC -- DESIGN PROCEDURE: - 6. WHERE NEEDED, CONTRACTOR TO FURNISH AND INSTALL NEW DRY TYPE TRANSFORMERS TO PROVIDE 208V/120V POWER FROM THE 480V/277V SYSTEM. SIZE TO BE BIDDER 0 USE EXISTING H.V.A.C. UNITS TO DESIGN MECHANICAL H.V.A.C. SYSTEM PER PACTRUST DESIGN STANDARDS WHERE POSSIBLE. DESIGN. U PRIOR TO AWARD OF CONSTRUCTION CONTRACT, H.V.A.C. CONTRACTOR SHALL SUBMIT TO ARCHITECT FOR REVIEW AND APPROVAL. A ZONE DIAGRAM FOR THE TENANT SPACE 0)c .Sc 42 i 4413 INCLUDING BOTH NEW/RENOVATED WORK AND SYSTEMS UNTOUCHED BY THE TENANT IMPROVEMENT AS APPLICABLE. THE ZONE DIAGRAM SHALL INCLUDE THE FOLLOWING: a. TRANSFORMERS TO BE ENERGY STAR LABELED. - c 0 > 0 Pi A. DUCTING AND SIZES b. CASE TO BE TOTALLY ENCLOSED WITH LOUVERS TO PREVENT FOREIGN OBJECTS INTO THE INTERIOR. < co ® � c. ENCLOSED AND VENTILATED, AIR COOLED TYPE, CLASS H INSULATION, DESIGNED FOR 115 DEGREES C TEMPERATURE RISE ABOVE 40 DEGREES C AMBIENT TEMPERATURE AT CI. a C B. SUPPLY AND RETURN LOCATIONS AND CFM FULL LOAD CONTINUOUS OPERATION. EQUIP WITH 2-1/2 PERCENT ANFC TAPS AND FOUR 2-1/2 PERCENT BNFC TAPS. MAXIMUM SOUND LEVEL SHALL BE NEMA STANDARD 0 LM ( or co C. ROOF EQUIPMENT, SIZES AND LOCATIONS WITH ISOLATION DAMPERS BETWEEN THE CORE AND COIL ASSEMBLY AND CASE. COE6. o at D. UNITS REQUIRING DUCTED SMOKE DETECTION 7. FOR FLOOR POWER AND DATA ACCESS IN.BUILDINGS WITH ACCESS BELOW FLOOR, USE WIREMOLD RC7 FLUSH POKE-THRU SERIES OR EQUAL. FOR SLAB ON GRADE 0 t 0 .� 0 t� . INSTALLATIONS USE RACO #55111, 2 AT EACH LOCATION TO SEPARATE POWER AND DATA. P- ° cm E. THERMOSTAT LOCATIONS AND ZONE/UNIT ASSOCIATED THEREWITH 8. TELECOMMUNICATION SYSTEM BY TENANT. •� 0 0 0 ! C 0 F. ANY SUPPLEMENTAL EXHAUST FANS OR SPECIAL SYSTEMS . 9. LIGHTING ENERGY MANAGEMENT IS REQUIRED. AT COMPLETION OF PROJECT THE HVAC CONTRACTOR IS TO PROVIDE LABEL ON GAS METER WITH TENANT ADDRESS AND SUITE NUMBER. HVAC DESIGN STANDARDS 10. OCCUPANCY CONTROL DEVICES SHALL BE LEVITON OR WATT STOP, OR APPROVED EQUAL. I 1 THE FOLLOWING ARE MINIMUM DESIGN STANDARDS: Client 11. CONTRACTOR SHALL TEST ALL LIGHTING CONTROL SYSTEMS TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED AND DEACON DEVELOPMENT 1. 350 SQUARE FOOT PER TON. OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. . SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE TRAY OPERATE IN W . ACCORDANCE WITH APPROVED PLANS AND. SPECIFICATIONS. . GRO 2. ADDRESS LOADS BY SPECIFIC LOCATION AND USE AS WELL AS CRITERIA PROVIDED TO PACTRUST BY TENANT PRIG? TO CONSTRUCTION: 12. WHEN REQUIRED IN DIVISION 15,.PROVIDE MONITORING OF HVAC EQUIPMENT PER CODE. 901 N.E. CUBAN ST. A. EXTERIOR EXPOSURE AREAS SLATE' 13. CONTRACTOR TO REMOVE ALL UNUSED DATA A POWER BOXES AND INFILL WITH GYP BOARD. EXCEPTION - UNUSED DATA BOXES UNDER WINDOW SILLS TO REMAIN. ALL BLANK B. INTERIOR AREAS, SIZE AND USE . . COVER PLATES TO BE BUILDING STANDARD FINISH. . PORTLAND, OR 97232 C. . CONFERENCE / TRAINING ROOMS • OFFICE LiGHTING, . D. COMPUTER / SERVER AND TELEPHONE ROOMS TO HAVE PROVISION FOR LOW AMBIENT OPERATION AND 24-HOUR USE. . . 1. GROUP RE-LAMP EXISTING FLUORESCENT LIGHTS THROUGHOUT U.N.O. . 3. PACTRUST PREFERENCE IS ZONES TYPICAL 3 - 5 TON BASED ON USE & EXPOSURE CRITERIA. ZONE LOADS GREATER THAN 5 TONS FOR PACKAGED OR SPLIT SYSTEM EQUIPMENT SHALL BE SPLIT INTO MULTIPLE ZONES. ZONE LOADS GREATER THAN 3 TONS FOR VAV OR H2O SOURCE HEAT PUMPS SHALL BE SPLIT INTO MULTIPLE ZONES. 2. OFFICE LIGHT FIXTURES UTHONIA 2PM3N G B 3 32 18LD MVOLT ADVANCE. (NO SYLVANIA BALLASTS) 4. ALL ENCLOSED ROOMS OR OFFICES TO HAVE DUCTED SUPPLY & RETURN GRILLES. 3. REST ROOM - WALL MOUNTED LIGHT.FIXTURE - LIGHTOLIER LPW2T54U OR EQUAL 5. VACANT SPACE SHALL HAVE DEDICATED GAS SERVICE FOR FUTURE BUILD-OUT OR FREEZE PROTECTION. 4. RECESSED DOWN LIGHT: RUDD LIGHTING R7FT, 6" FLUORESCENT QUAD TUBE (2-13W) 6. UNITS: LENNOX, TRANE, YORK OR CARRIER -7 1/2-TON MAXIMUM UNIT SIZE. ANY UNIT IN EXCESS OF 7 1/2 TONS SHALL HAVE SPECIAL APPROVAL BY PACTRUST, 5. EXTERIOR SOFFIT DOWN LIGHT: RUDD LIGHTING R7FEM 6" QUAD TUBE (1-13W) W/ EMERGENCY BALLAST. - 7. HVAC UNITS WITH EQUAL TO OR GREATER THAN 5-TONS TO HAVE DUCT SMOKE DETECTION AND BE CONNECTED TO A MONITORING STATION WITHIN THE BUILDING. 6. CLEAN ROOM LIGHTING: #148050 2'x4' CLEANROOM TROFFER LIGHT FIXTURE, 4-LAMP, 120V. T-8 FLUORESCENT. , LOCATION: FAB LAB ROOM #223 8. UNIT PLACEMENT 24' MINIMUM TO CENTER FROM ROOF EDGE, MULTI-PLACED UNITS SHOULD BE SYMMETRICALLY IN A LINE BASED ON STRUCTURAL CALCULATIONS BY ENGINEER. 9. CURBS: 14" CURBS, ASSEMBLED AND LEVELED TO ROOF, ANCHORED TO STRUCTURAL MEMBERS BELOW ROOFING. , A. PROFESSIONALLY ROOF IN ALL CURBS AND PENETRATIONS BY PACTRUST SELECTED ROOFER. SEE DIVISION 1 GENERAL NOTES. Project . 8. UNIT MUST.BE LEVEL, SEALED WITH NO AIR LEAKS AND COUNTER FLASHED. . . POINTE PRODUCTION LIGHTING, •C. CONDENSATE MUST BE TRAPPED AT UNIT. BUILDING 1. RUDD LIGHTING FOUR LAMP, 54W, T5HO FLUORESCENT 277V. UGHT LEVEL PER DESIGN CRITERIA. 10. SEISMICALLY ATTACH UNIT TO CURB IN CODE-APPROVED FASHION. 28 30 00 ELECTRONIC DETECTION AND ALARM, 13333 SSW 68TH PKWY 11. ANY GAS PIPING SHALL BE STANDARD BLACK STEEL PIPE W/ SUPPORTS PER CODE. PIPING SHALL BE RUN INSIDE OF BUILDING W/ LEAD FLASHINGS AT ROOF PENETRATIONS , OR 97223 LEAD ROOF JACKS TO BE SEALED AND CLAMPED (SS. WORM GEAR). GENERAL 12. ALL EXISTING AND NEW GAS PIPING EXPOSED TO THE EXTERIOR TO BE PROTECTED FROM RUST AND CORROSION WITH OIL BASED PAINT (COLOR GREY). FOR HORN/STROBE DEVISES USE "SYSTEM SENSOR" SPECTRALERT ADVANCE DEVISES, OR APPROVED EQUAL. COLOR WHITE. . 13. LOW VOLTAGE IN SEALTITE CONDUIT FROM BELOW ROOF LINE DIRECT TO UNIT. DO NOT EXCEED BEND RADIUS MANUFACTURER'S GUIDELINE. 32 OQ 00 EXTERIOR IMPROVEMENTS, 14. ECONOMIZER TO MEET CODE AND AS FOLLOWS: PRIOR TO ANY EXTERIOR EXCAVATION OR BORING, GENERAL CONTRACTOR SHALL OBTAIN AN UNDERGROUND UTILITY LOCATE. CHAIN LINK FENCING SPECIFICATION $ ' A. 6 TONS AND ABOVE MUST HAVE ECONOMIZER. 1. THE CONTRACTOR SHALL USE THE FOLLOWING COMPANY FOR ANY CHAIN LINK FENCE WORK U.N.O. . 8. ECONOMIZERS ARE REQUIRED ON ALL. UNITS EXCEEDING 20,000 BTUH . . PACIFIC FENCE AND WIRE . C. BAROMETRIC RELIEF ON 5 - 7 1/2 TON UNITS. BECKY NELSON . 13770 SE AMBER RD. D. 8 TONS AND ABOVE MUST HAVE POWER EXHAUST. CLACKAMAS, OR 97015 . (503) 233-6248 . E. 1 1/2 THRU 4-TON OSA INTAKE WITH DAMPER. OR APPROVED EQUAL. 15. ALL UNITS TO MEET OR EXCEED CURRENT ENERGY EFFICIENCY CODE REQUIREMENTS. EDGES OF SUPPLY AIR SEALED. DROP CANS TO EXTENDED TO WITHIN 2 OF CEILING. WITH SUPPLY AIR. EDGES OF SUPPLY AIR SEALED. DROP CANS TO BE EXTENDED TO WITHIN 2' OF CEILING. 2. ALL FENCING TO BE 9 GAUGE GALVANIZED WITH 7 GAUGE BOTTOM TENSION WIRE. (SEE PLAN FOR HEIGHT) 16. DROP CANS TO FULL SIZE OF UNIT CURB OPENING. MINIMUM 26 GAUGE WITH SUPPLY AIR. EDGES OF SUPPLY AIR SEALED. DROP CANS TO BE EXTENDED TO WITHIN 2' OF 3. MESH TO HAVE 2 .3/8" VINYL.SLATS ON EXTERIOR APPLICATIONS U.N.O. (COLOR TO BE PROVIDE BY OWNER). . CEILING. 4. LINE POST 2 3/8" O.D. SCHEDULE 40 GALVANIZED SPACING 10' MAXIMUM. TOP RAIL TO BE 1 5/8" 0.11 SCHEDULE 40 GALVANIZED END CORNER AND GATEPOST TO BE 2 7/8* 17. DISTRIBUTION DUCTWORK: O.D. SCHEDULE 40 GALVANIZED. A. SPIRAL ONLY IF EXPOSED. : 5. SET POSTS IN THREE FEET OF CONCRETE AT EXTERIOR LOCATIONS OR FLANGE APPLICATION ACCEPTABLE AT INTERIOR LOCATIONS. . B. 26 GAUGE OR TO SMACNA STANDARDS IF PIPE IS CONCEALED ABOVE DROP OR HARD CEILING. 6. GATE FRAME TO BE 1 7/8" 0. D. SCHEDULE 40 GALVANIZED. (SEE PLAN FOR GATE SIZE) C. IN NON-CONDITIONED AND SEMI CONDITIONED SPACES, WRAP CONCEALED DUCTWORK WITH MINIMUM R4.2 INSULATION WITH FSK BARRIER. 7. SLIDING GATES: MIN. 12" WIDE GROUND CARRIER WITH 8" MIN. TIRES. . D. WRAP CONCEALED SUPPLY DUCTWORK WITH MINIMUM R4.2 INSULATION WITH FSK BARRIER. 8. DEMO & REMOVE EXISTING ASPHALT AS SHOWN. , E. HANGERS 12 GAUGE WIRE OR 18-GAUGE 1" WIDE STRAP. EXPOSED DUCT MUST HAVE ALL THREAD HANGERS AND FULL DIAMETER STRAP UP TO 18" ?. LARGER THAN 18" 9. NEW SIDEWALK AND CURBS, SEE PLAN. USE 3,000 PSI CONCRETE. MUST HAVE SADDLE TYPE CLAMP. ' a F. BRANCH DUCTS SHALL BE PLUMB AND SQUARE (NO OCTOPUS). TEES SHALL BE MAXIMUM OF 45 DEGREES. G. EACH BRANCH DUCT TO HAVE BALANCE DAMPER IN Y BRANCH. . • H. ALL DISTRIBUTION DUCT WORK TO BE INSTALLED MIN. 24" ABOVE DROP CEILING. 18. FLEX DUCT WILL BE NO LONGER THAN 6' FROM RIGID DUCT DOWN TO DIFFUSER. ' 1 • 19. DIFFUSERS: A. SUSPENDED CEILING SYSTEM (T-BAR) -PERFORATED FACE ADJUSTABLE CURVED BLADES -DESIGN TITUS PCS SUPPLY AND TITUS PAR RETURN OR APPROVED EQUAL 101) 4414) Ati, 10.4% B. GYP. BD. CEILING; SUPPLY -CURVED BLADE W/ OBD DESIGN TITUS 250; RETURN -BAR TYPE -DESIGN TITUS 350; EXHAUST -METAL OR ALUMINUM -1/2" x 1/2" EGG I''‘T.,, r C.THOMP e 1 2992 CRATE DESIGN TITUS 50F. . C. ALL SUPPLY REGISTERS TO HAVE MANUAL VOLUME DAMPERS LOCATED IN DUCT AT/OR NEAR CLOSEST WYE BRANCH. 4 / D. CLEAN OR REPLACE ALL SUPPLY AND RETURN AIR. GRILLS AND THEIR HOUSINGS AT PROJECT COMPLETION. 20. THERMOSTAT: THERMOSTATS TO BE HONEYWELL COMMERCIAL GRADE VISIONPRO 8000 TOUCH SCREEN 441, ,,,,,,,, • MODEL TB8220U1003 WHERE POSSIBLE. APPROVED SUBSTITUTE: TOTAL-LINE SIGNATURE COMMERCIAL THERMOSTAT MODEL NO. P374-2800 -7 DAY PROGRAMMABLE WITH I LOCKOUT FUNCTION - AUTO CHANGEOVER ONLY. MOUNT AT ADA HEIGHT (MAY REQUIRE CHANGING HEIGHT AT "REPLACEMENT" LOCATIONS). CONTRACTOR SHALL PROGRAM tp THERMOSTATS AND BALANCE SYSTEM. 21. THERMOSTAT LOCATIONS TO BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION. © GROUP MACKENZIE 2009 C ALL RIGHTS.RESERVED 22. EXHAUST FANS ' THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE A. CEILING MOUNTED EXHAUST FANS SHALL HAVE A MINIMUM PERFORMANCE TO MEET THE CURRENT CODE REQUIREMENTS INCLUDING INTEGRAL BACKDRAFT DAMPER AND USED OR REPRODUCED IA ANY MANNER, VENTING TO THE EXTERIOR. COOK GEMINI SERIES 100 OR EQUAL; 80 CFM WITH A SONE RATING OF 1.6 OR LESS, 100 CFM WITH A SONE RATING OF .9 OR LESS, 200 CFM WITHOUT PRIOR WRITTEN PERMISSION WITH A SONE RATING OF 1.6 OR LESS. - . B. SINGLE FIXTURE RESTROOMS, JANITOR'S CLOSETS OR SINGLE. SHOWER ROOMS TO HAVE CEILING MOUNTED EXHAUST FANS, WIRED BY DIVISION 16 AND SWITCHED SEPARATELY FROM REVISIONS: NO THE LIGHTS. - �� REVISIONS REVISION DELTA C. MULTIPLE FIXTURE RESTROOMS, COMBINATION RESTROOM & SHOVER, AND LOCKER ROOMS TO HAVE ROOFTOP MOUNTED EXHAUST FAN, FACTORY CURB AND .BACKDRAFT mo CLOSING DATE DAMPER, .WIRED BY DIVISION 16, CONTROLS AS REQUIRED BY DESIGN. COOK ACE-D SERIES OR. EQUAL. D. SPECIALTY ROOMS REQUIRING EXHAUST SHALL MEET THE ABOVE MINIMUM REQUIREMENTS - INDIVIDUAL ROOMS WITH AN EXHAUST REQUIREMENT GREATER THAN 250 CFM, WILL REQUIRE THE USE OF A ROOFTOP MOUNTED FAN. 21 SEPARATE HVAC UNIT (SPLIT SYSTEM) IN IT/SERVER ROOM. � 24. HVAC TESTING. 1 A. CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. i I B. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. _ .......... ..,_ _. ... C. A COMPLETE COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH PACTRUST. 1 1 25. PROJECT CLOSE OUT DOCUMENTS REQUIRED: SHEET TITLE: A. AutoCAD FILE SHOWING AS-BUILT INFORMATION. B. ELECTRONIC PDF FILE OF THE AutoCAD FILE.ABOVE. C. HARD.COPY OF AutoCAD FILE ABOVE. SPECIFICATIONS D. OPERATIONS MANUALS.FOR ALL EQUIPMENT. SHEET E. COLORED ZONE MAP WITH THERMOSTAT LOCATIONS INDICATED. T 1 1 DRAWN BY: CHECKED BY: . . . . I 1 SHEET . • 1 - JOB NO 2080478.00 1 PHASE 1 SET-PERMIT 51812 , t ! 78J19:30W0 JAP 05/07/09 13:39 1:1.00 c c E CD GI CA ,,; il !• GENERAL. �TRU�TURAL NOTEB ABBREVIATIONS 0 �- 0 � • . vi DESIGN CRITERIA CONCRETE STRUCTURAL STEEL STRUCTURAL OBSERVATION AB ANCHOR BOLT < ADD'L ADDITIONAL . iLI , 1. GOVERNING BUILDING CODE: 2006 INTERNATIONAL BUILDING CODE. 1. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY 1. ALL W-SECTION SHAPES SHALL CONFORM TO ASTM A992. OTHER IN ACCORDANCE W/IBC CH 17 THE FOLLOWING ITEMS REQUIRE PERIODIC STRUCTURAL AFF . ABOVE FINISH FLOOR . . 2. GRAVITY LIVE LOADS: AND REVIEWED BY THE ENGINEER. MIX DESIGNS SHALL BE SEALED BY A STRUCTURAL STEEL ROLLED SHAPES AND PLATES SHALL CONFORM TO OBSERVATION PER IBC CH 17 AND THE DIRECTION OF THE ENGINEER OF RECORD. ALT ALTERNATE ROOF CIVIL ENGINEER LICENSED IN THE STATE OF THE PROJECT. ASTM A36. NOTIFY ENGINEER OF RECORD AT LEAST 48 HOURS BEFORE A DESIGNATED WORK APPROX APPROXIMATE ® W co SNOW 25 PSF 2. AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33. 2. STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE E OR S, IS TO BE COVERED. ARCH'L/ARCH ARCHITECTURAL (SNOW BUILD-UP IN ACCORDANCE WITH U .� { 2006 IBC) AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C330. GRADE B OR ASTM A501. MILL TEST REPORTS FOR STEEL PIPE SHALL BE @ AT ' , PORTLAND CEMENT SHALL BE TYPE I OR TYPE II AND SHALL CONFORM TO B/ BOTTOM OF �' - . SUBMITTED FOR APPROVAL. ITEM DESCRIPTION `-' � � ASTM C150. MINIMUM COARSE AGGREGATE SIZE IS 1/2 INCH (1, " FOR S.O.G.) 3. STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500, GRADE B BLD/BLDG BUILDING c 3. ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER. (FY = 46 KSI). - BLK/BLKG BLOCK/BLOCKING Cl. •� ® < SEALING THE MIX DESIGN, ADMIXTURES USED TO INCREASE THE WORKABILITY 4. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 GR 36, UNLESS NOTED OTHERWISE. 1. FOUNDATION REINFORCING STEEL BM BEAM 0 4. ce co OF THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED 5 STRUCTURAL STEEL DETAILING FABRICATION AND ERECTION SHALL CONFORM BOTT BOTTOM c - 0 3. SEISMIC MINIMUM CEMENT CONTENT. CALCIUM CHLORIDE SHALL NOT BE USED. ' 2. ROOF -- METAL DECK ATTACHMENT iiIi w(7) TO THE AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" 2005 EDITION BRG BEARING `0 0 1.0 SEC. SPECTRAL RESPONSE ACCELERATION (51) 0.340 • 4. COMPRESSIVE STRENGTHS OF CONCRETE AT 28 DAYS SHALL BE AS FOLLOWS: WITH AMENDMENTS, AND THE AISC "CODE OF. STANDARD PRACTICE FOR STEEL CJ CONTROL JOINT 111 ceat 0.2 SEC. SPECTRAL RESPONSE ACCELERATION (Ss) . . . .. . . . . . 0.944 FOOTINGS AND SLAB ON GRADE 3000 PSI BUILDINGS AND BRIDGES," 2005 EDITION. WITH AMENDMENTS. , CENTER LINE CC ta 2 GI C 1:: 8 OCCUPANCY CATEGORY II 6. OPEN WEB STEEL JOISTS AND JOIST GIRDERS WITH THEIR BRIDGING, BRACING, CLR CLEAR 0 a 0-- -I co. to SITE CLASSIFICATION. .D. END SUPPORT AND ANCHORAGE, AND ERECTION STABILITY AND HANDLING CMU CONCRETE MASONRY UNIT . BUILDING TYPE R- CONCRETE SHEARWALL 4 CONCRETE SLUMP SHALL BE 4 INCHES +1 - 1 INCH COL COLUMN ' / REQUIREMENTS SHALL CONFORM TO THE APPLICABLE STEEL JOIST INSTITUTE Client . . . 4. WIND (PER 1997 UBC) MAXIMUM WEIGHT OF LIGHT-WEIGHT CONCRETE.SHALL BE 115 PCF. STANDARD SPECIFICATIONS FOR STEEL JOISTS AND JOIST GIRDERS, LATEST CONC CONCRETE DEACON DEVELOPMENT BASIC WIND SPEED .80 MPH 5. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO EDITION. TOP CHORDS OF JOISTS AND JOIST GIRDERS SHALL CONSIST OF CONN CONNECTION . GROW . EXPOSURE B ACI 304R-85 AND PROJECT SPECIFICATIONS. ALL CONCRETE SURFACES ANGLES OR TEES. CONST JT CONSTRUCTION JOINT IMPORTANCE FACTOR I 1.0 AGAINST WHICH CONCRETE IS TO BE PLACED SHALL BE THOROUGHLY 7. SUBMIT .ERECTION DRAWINGS AND CALCULATIONS (BEARING CONT CONTINUOUS 901 N.E. GLEAN ST. CLEANED. LAITANCE AND STANDING WATER SHALL BE REMOVED. THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF COORD COORDINATE SUITE 100 6. ALL REINFORCING BARS, WELDED WIRE FABRIC, ANCHOR BOLTS, EMBEDDED THE PROJECT) FOR THE DESIGN OF THE STEEL JOISTS AND JOIST GIRDERS. CTR/CNTR CENTER PORTLAND, OR 97232 PLATES AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN PER SECTION 2206 OF THE 2006 IBC. PROVIDE A CERTIFICATE OF COMPLIANCE d PENNY (NAILS) GENERAL POSITION PRIOR TO PLACING CONCRETE. PROVIDE STANDARD BAR CHAIRS FROM THE MANUFACTER PER SECTION 2206.5 OF THE IBC. DBL DOUBLE AND SPACERS AS REQUIRED TO MAINTAIN CONCRETE PROTECTION SPECIFIED. . APPROVED ERECTION DRAWINGS AND CALCULATIONS ARE TO BE SUBMITTED STRUCTURAL DEFERRED SUBMITTALS DBA . DEFORMED BAR ANCHOR . . 1. THE PROJECT SPECIFICATIONS ARE NOT SUPERSEDED BY THE STRUCTURAL "PULLING--UP" WELDED WIRE FABRIC WITH HOOKS DURING CONCRETE TO JURISDICTION FOR REVIEW AND PERMITTING. CONTRACTOR TO DET/DTL , DETAIL . NOTES. CONSULT THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS- - ---- PLACEMENT IS NOT PERMITTED. COORDINATE ALL MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER CONTRACTOR TO SUBMIT DRAWINGS AND CALCULATIONS BEARING THE SEAL OF . DF DOUGLAS FIR IN EACH SECTION. NOTES AND DETAILS IN THE DRAWINGS SHALL TAKE 7. CONCRETE COVER PROTECTION FOR REINFORCEMENT BARS SHALL BE AS . LOADS WITH THE JOIST DESIGNER. . A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THE PROJECT TO DIA/0 DIAMETER . PRECEDENCE OVER THE GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. FOLLOWS: (SEE A.C.I. 318 SECTION 7.7 FOR CONDITIONS NOT NOTED.) 8. WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD • . ARCHTECTURE/ENGINEER BEFORE SUBMITTING TO JURISDICTION FOR REVIEW DIAPH DIAPHRAGM 2. . THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION. A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH . 3" D1.1 LATEST EDITION. ELECTRODES FOR SHOP AND FIELD WELDS SHALL AND PERMITTING DIM DIMENSION . . . THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR B. CONCRETE EXPOSED TO EARTH OR WEATHER: CONFORM TO AWS A5.1 OR AWS A5.5, CLASS E70XX. SUBMIT DL DEAD LOAD • . INCONSISTENCIES, BARS #6 AND LARGER 2" SPECIFICATIONS OF PROPOSED SUBSTITUTE FILLER METAL FOR APPROVAL. DWG DRAWING . 3. DO NOT SCALE DRAWINGS; COORDINATE DIMENSIONS WITH ARCHITECTURAL BARS #5 AND SMALLER 1 1/2" 9. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED ON THE ITEM E/ EDGE OF DRAWINGS. C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: CONTRACT DOCUMENTS IS PROHIBITED WITHOUT THE PRIOR APPROVAL OF EA EACH . 4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST SLABS, WALLS, JOISTS - #11 BARS AND SMALLER 3/4" THE STRUCTURAL ENGINEER AS TO LOCATION, TYPE OF SPLICE AND • 1. CONCRETE MIX DESIGN EF EACH FACE , 1 EDITION OF THE INTERNATIONAL BUILDING CODE WITH AMENDMENTS. BEAMS, COLUMNS - TIES, STIRRUPS, SPIRALS 1 1/2" CONNECTION TO BE MADE. ' EIFS EXTERIOR INSULATION ' Project 5. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: 8. REINFORCING STEEL FOR CONCRETE SHALL BE GRADE 60 AND SHALL 10. HEADED CONCRETE ANCHORS. SHALL BE NELSON HEADED CONCRETE 2. ALTERNATE POWDER ACTUATED ROOF DECK FASTENING FINISH SYSTEM . A. SIZE AND LOCATION OF ALL OPENINGS, EXCEPT AS NOTED. ' CONFORM TO ASTM A615 AND A706 FOR WELD TYPE REINFORCING STEEL. ANCHORS (OR APPROVED EQUAL), AND SHALL CONFORM TO ASTM A108. ' ELEV ELEVATION TRIANGLE PC�I��ITE B. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NONBEARING REINFORCING BARS SHALL NOT BE TACK WELDED, WELDED, HEATED OR ANCHORS SHALL BE AUTOMATICALLY END WELDED WITH SUITABLE STUD ELECT ELECTRICAL BUILDING PARTITIONS. CUT UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR APPROVED BY WELDING EQUIPMENT IN THE SHOP OR IN THE FIELD. WELDING SHALL BE ENGR ENGINEER C, SIZE AND LOCATION OF ALL CONCRETE CURBS, FLOOR DRAINS, SLOPES, THE STRUCTURAL ENGINEER. ' IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE NELSON STUD EQ EQUAL 13333 SW 68TH PKWY DEPRESSED AREAS, CHANGES IN LEVEL, CHAMFERS, GROOVES, 9. WELDING REINFORCEMENT BARS, WHEN APPROVED BY THE STRUCTURAL WELDING COMPANY. • EW EACH WAY TIGARD, OR 97223 INSERTS, ETC. ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD 11. DEFORMED BAR ANCHORS (DBA) SHALL BE NELSON DEFORMED BAR ANCHORS EXIST EXISTING . D. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS, EXCEPT AS D1.4, LATEST EDITION. E7OXX ELECTRODES SHALL BE USED IN WELDING (OR APPROVED EQUAL), AND SHALL BE MADE FROM LOW CARBON STEEL ' . EXP JT/EJ EXPANSION JOINT SHOWN. A706 REINFORCING BARS TO A36 STRUCTURAL STEEL. CONFORMING TO ASTM A496. ANCHORS SHALL BE AUTOMATICALLY END- EXT EXTERIOR E. FLOOR AND ROOF FINISHES. 10. DETAILING OF CONCRETE REINFORCEMENT BARS AND ACCESSORIES SHALL WELDED WITH SUITABLE WELDING EQUIPMENT IN THE SHOP OR IN THE FIELD. F/ FACE OF F. STAIR FRAMING AND DETAILS, EXCEPT AS SHOWN. CONFORM TO THE RECOMMENDATIONS OF THE A.C.I. DETAILING MANUAL, WELDING SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE FR FLAT BAR G. ' DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. ACI COMMITTEE 315. NELSON STUD WELDING COMPANY. SPECIAL INSPECTION FIN FINISHED 4 6. SEE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR THE 11. GROUT SHALL BE NON-SHRINKABLE GROUT CONFORMING TO ASTM C1107 12. WELDS USED IN MEMBERS AND CONNECTIONS IN THE SEISMIC LOAD RESISTIVE FLR FLOOR FOLLOWING: AND SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH AT 28 DAYS OF SYSTEM (1E DRAG-STRUTS, MOMENT FRAMES & BRACE FRAMES) DESIGNATED IN IN ACCORDANCE WITH IBC CHAPTER 17, THE FOLLOWING TYPES OF WORK REQUIRE FND FOUNDATION A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, 5000 PSI. PRE GROUTING OF BASE PLATES WILL NOT BE PERMITTED. THE DRAWINGS AS DEMAND CRITICAL WELDS SHALL HAVE A MINIMUM CHARPY SPECIAL INSPECTION. SEE THE SPECIFICATIONS AND DRAWINGS FOR FS FAR SIDE ETC., EXCEPT AS SHOWN OR NOTED. - 12. FORMS FOR CONCRETE SHALL BE' LAID OUT AND CONSTRUCTED TO PROVIDE V-NOTCH TOUGHNESS PER AISC 341 SECTION 7.3b. OTHER WELDS SHALL ADDITIONAL REQUIREMENTS FOR INSPECTION AND TESTING. FT FEET/FOOT B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. FOR THE REQUIRED CAMBERS/SLOPES. - COMPLY WITH SECTION 7,3Q. FTG FOOTING C. CONCRETE INSERTS FOR FIXTURES. 13. CONDUIT OR PIPE SIZE (OD) SHALL NOT EXCEED 30 PERCENT OF SLAB 13. THE METAL OF THE BEAMS, COLUMNS AND PLATES USED IN MEMBERS GA GAUGE D. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR THICKNESS AND SHALL BE PLACED BETWEEN TOP AND BOTTOM REINFORCING, & CONNECTIONS IN THE SEISMIC LOAD RESISTIVE SYSTEM. (I.E. DRAGSTRUTS, GALV GALVANIZED BOLTS FOR MOTOR MOUNTS. UNLESS SPECIFICALLY DETAILED OTHERWISE. CONCENTRATION OF CONDUITS ITEM PER CHAPTER 17 DESCRIPTION TYPE GLB GLU LAM BEAM MOMENT FRAMES & BRACE FRAMES) WITH THICKNESS AS DESIGNATED • 7. METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE OR PIPES SHALL BE AVOIDED EXCEPT WHERE DETAILED OPENINGS ARE HDR HEADER IN AISC 341 SECTION 6.3 SHALL HAVE A CHARPY V-NOTCH RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE PROVIDED. TOUGHNESS AS LISTED IN AISC 341 SECTION 6,3. SL 1. CONCRETE - VERIFY MIX DESIGNS BEING USED, CONTINUOUS HORIZ/HOR HORIZONTAL ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY 14. PROVIDE EEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE 14. SUBMIT A WELDING PROCEDURE IN ACCORDANCE WITH AWS D1.1, 1996 - PERFORM STRENGTH AND SLUMP HVAC HEATING, VENTILATION AND OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. BEFORE PLACING. CORING THROUGH CONCRETE IS NOT PERMITTED EXCEPT EDITION AND MANUFACTURER'S RECOMMENDATIONS FOR ALL SMRF WELDS TESTS AIR CONDITIONING 8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT WHERE SHOWN. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF TO THE ENGINEER FOR REVIEW. HWS HEADED WELD STUD THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONDITIONS NOT SHOWN ON THE DRAWINGS. 2. BOLTS INSTALLED - WEDGE ANCHOR INSTALLATION PERIODIC ID INSIDE DIMENSION CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES 15. CURING COMPOUNDS USED ON CONCRETE THAT IS TO RECEIVE A RESILIENT IN CONCRETE WHERE INDICATED ON DRAWINGS IF INSIDE FACE NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND VISITORS DURING TILE'FINISH SHALL BE APPROVED BY THE TILE MANUFACTURER BEFORE USE. . -- ALL EPDXY ANCHORS. INT INTERIOR . CONSTRUCTION. SUCH MEASURE SHALL INCLUDE, BUT NOT BE LIMITED TO, 16. PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS-ON-GRADE AS - ANCHOR BOLTS IBC INTERNATIONAL BUILDING CODE BRACING, SHORING FOR CONSTRUCTION LOADS, ETC. VISITS TO THE SITE SHOWN IN TYPICAL DETAILS SO AS TO DIVIDE SLABS INTO APPROXIMATELY JST JOIST 3. REINFORCING -- REINFORCING STEEL PLACEMENT PERIODIC BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE REVIEW OF THE ABOVE RECTANGULAR AREAS NOT OVER 225 SQUARE FEET WITH A RATIO OF LONG LL LIVE LOAD ITEMS. TO SHORT SIDES NOT OVER 1.5 AND SPACING NOT EXCEEDING 15'-0" ON STEEL IN FOUNDATION AND TILT WALL LLV LONG LEG VERTICAL . 9. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL ELEMENTS CENTER PANELS LONGIT LONGITUDINAL UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL MAS MASONRY ' ENGINEER. 4. ' WELDING - ALL FIELD WELDING PER CHAPTER MA TL MATERIAL 10. CONSTRUCTION LOAD (MATERIAL AND EQUIPMENT) SHALL NOT EXCEED THE LIGHT GAGE STEEL FRAMING - ALL SHOP WELDING 17, IBC MAX MAXIMUM DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/ - - MB MACHINE BOLT UCTC! OR BRACING WHERE STRUCTURES HAVE NOT ATTAINED DESIGN STRENGTH. 1. LIGHT-GAGE STEEL SHALL CONFORM TO: 5. HIGH STRENGTH STRUCTURAL STEEL BOLTED PER CHAPTER MECH MECHANICAL �'�9' 1c4. 11. WHEN A, DETAIL IS IDENTIFIED, THE CONTRACTOR SHALL APPLY THIS DETAIL A. ASTM A 653 SS GRADE 50, CLASS 1 OR CLASS 3 (Fy = 50 KSI) BOLTS CONNECTIONS PER IBC 17, IBC MFR MANUFACTURER ' A PROS CHAPTER 22. 4W. G I xg / IN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER FOR 0.0538 INCH THROUGH 0.1180 INCH THICKNESS. MIN MINIMUM a, _,�►• gf. OR NOT THE REFERENCE IS MADE IN EVERY INSTANCE. B. ASTM A 653 SS GRADE 33 (Fy = 33 KSI) FOR 0.0179 INCH MISC MISCELLANEOUS 0,, THROUGH 0.0451 INCH THICKNESS. NIC NOT IN CONTRACT 2. ALL FABRICATION, ERECTION, AND IDENTIFICATION OF LIGHT-GAGE STEEL NO./# NUMBER , ,, FRAMING SHALL CONFORM TO IBC SECTIONS 2209 AND 221.0 AND AISI NOM NOMINAL � », 2� ' ' SPECIFICATIONS. NS NEAR SIDE L. SOW 3. PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT LIMITED TO, TRACKS, NTE NOT TO EXCEED FOUNDATION . CLIPS, WEB STIFFENERS, ANCHORS, FASTENING DEVICES AND OTHER NTS NOT TO SCALE EXPIRES: 6/30/10 ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION. OC ON CENTER ► ' 4. INSTALL BRIDGING/BLOCKING IN LIGHT-GAGE STEEL STUD WALLS IN OD OUTSIDE DIAMETER © GROUP MACKENZIE 2049 1. FOUNDATIONS HAVE BEEN DESIGNED USING THE CONVENTIONAL FRAMING ACCORDANCE WITH THE, MANUFACTURER'S RECOMMENDATIONS AND AS OF/OSF . OUTSIDE FACE ALL RIGHTS RESERVED PROVISIONS AND 1500 PSF ALLOWABLE SOIL BEARING PRESSURE. THESE DRAWINGS ARE THE PROPERTY OF. SHOWN IN THE DRAWINGS. OH OPPOSITE HAND GROUP MACKENZIE AND ARE NOT TO BE 2. FOUNDATIONS ARE TO BEAR ON NATIVE UNDISTURBED SOIL. 5. WELD LIGHT-GAGE STEEL FRAMING CONNECTIONS EXCEPT WHERE SELF- OPNG OPENING USED OR REPRODUCED IN ANY MANNER, 3. CONTRACTOR WILL PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM WITHOUT PRIOR WRITTEN PERMISSION EITHER. SURFACE, GROUND OR SEEPAGE WATER. DRILLING SCREWS 'ARE SPECIFIED. PDA POWER DRIVEN ANCHOR , , 4. ALL ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW 6. WELDS SHALL CONFORM TO. AWS SPECIFICATIONS. WELDERS SHALL BE PJ PANEL JOINT REVISIONS: CERTIFIED FOR LIGHT-GAGE STEEL UNDER AWS SPECIFICATIONS R PLATE z CONSTRUCTION SHALL BE REMOVED. °~4 REVISIONS REVISION DELTA 5. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING, 7. DESIGNATIONS OF COLD-FORMED, LIGHT--GAGE STEEL SHAPES REFER TO PLB PARALLAM BEAM EW REVI CLOSING DATE SHEATHING AND SHORING REQUIRED TO SAFELY RETAIN THE EARTH BANKS THOSE DESCRIBED IN ICBO EVALUATION REPORT 4943P OF THE METAL STUD PLYWD/PLY PLYWOOD , �o SHEET MANUFACTURERS' ASSOCIATION. PNL PANEL • • 8. SHEET METAL SCREWS SHALL BE OF THE MAKE SPECIFIED IN THE DRAWINGS PS POUR STRIP OR, WHERE NO SPECIFIC MAKE IS GIVEN, SHALL BE RATED BY THEIR PSF POUNDS PER SQUARE FOOT MANUFACTURER AS POSSESSING DESIGN LOAD CAPACITIES IN SHEAR AND PSI POUNDS PER SQUARE INCH TENSION AT LEAST EQUAL TO THOSE PUBLISHED. IN ICBO EVALUATION .PT . PRESSURE TREATED REPORT NO. 4943 OF THE METAL STUD MANUFACTURERS' ASSOCIATION REF REFERENCE ' I I FOR THE SCREW SIZE SPECIFIED. REINF REINFORCING REQ/REQ'D REQUIRED i ! REV REVISION . . SCH/SCHED SCHEDULE ; 1 METAL DECK SHTG SHEATHING SHEET TITLE: SIM SIMILAR ' 1. METAL DECK SHALL CONFORM TO THE SPECIFICATIONS OF THE STEEL DECK ' SLRS SEISMIC LOAD RESISTIVE SYSTEM INSTITUTE. SLV SHORT LEG VERTICAL GENERAL 2. ROOF DECK SHALL BE VERCO TYPE PLB-36, OR APPROVED EQUIVALENT. SMS SHEET METAL SCREW SEE PLANS FOR GAGE AND DEPTH. SP/SPA SPACE(D)(S) . STRUCTURAL 3. UNLESS NOTED OTHERWISE ON PLAN, CONNECT DECKING TO SUPPORTING SPEC • SPECIFICATION NOTES MEMBERS WITH .1/2" EFFECTIVE DIAMETER PUDDLE (FUSION) WELDS SPACED STAGG STAGGERED AT 12" ON CENTER. USE WELD WASHERS ONLY IF RECOMMENDED BY STD STANDARD MANUFACTURER. ' WELDED SHEAR STUDS ARE ACCEPTABLE IN LIEU STIFF STIFFENER A OF PUDDLE WELDS. T&B TOP AND BOTTOM 4. WELDERS SHALL BE AWS-CERTIFIED FOR LIGHT-GAGE WELDING. T/ TOP OF . , 5. UNLESS NOTED OTHERWISE ON PLAN, BUTTON PUNCH SIDE LAPS AT 2'-O" THK THICKNESS) ON CENTER. TL TOTAL LOAD 6. AN ACCEPTABLE ROOF DECK ATTACHMENT IS ACTUATED FASTENING SYSTEMS. TN TOE NAIL SUBMIT TYPE AND SPACING OF PINS TO BE USED, SIDE LAP CONNECTION TRANSV TRANSVERSE AND ICBO TABLE SHOWING THE CAPACITY OF THE SYSTEM. IF PATTERN OF TS TUBE STEEL DRAWN BY: CDH FASTENERS REQUIRED IS NOT IN ICBO TABLES A DESIGN SEALED BY A TYP TYPICAL PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT WILL BE UON/UNO UNLESS OTHERWISE NOTED ACCEPTABLE. THE ATTACHMENT SYSTEM SHOULD BE DESIGNED FOR VERT VERTICAL CHECKED BY: 932 / ' t PLF. W WITH SHEET 7. LAYOUT DECK SPANS TO PROVIDE A MINUMUM OF (2) SPA NS PER WD WOOD . LENGTH OF DECK. WF WIDE. FLANGE BEAM W/O WITHOUT WWF WELDED WIRE FABRIC Si.0 I 1 JOB NO. 2080478.00 , , • . PHASE 1 PERMIT SET-- 5/8/2009. 208047800\STRUCT\478-S1-O.DWG GJS 05/07/09 10:26 1:1.00 co co e w ,, CD fed Co -,�MIN MIN (-----2 3/4" NOTES: r COMBINED / MIN TYP 1. SLAB OPENINGS WHICH ARE CLOSER TO ONE ANOTHER THAN THE DIAMETER OR SHORTER at OPENING TRIM BARS SIDE OF THE LARGER OF THE TWO ARE CONSIDERED TO FORM A COMBINED OPENING. 8" ,r�..,,,.,,��.,■,,,,...-, N 2 ' (magi TRIM BARS J �� - 2. THESE DIAGRAMS ARE FOR COMBINED OPENINGS WHOSE LARGER DIMENSION DOES NOT 8 I ® D No 0 -'� ¢ EXCEED 3-0 . SEE PLANS FOR OPENINGS LARGER THAN 3 -0 . + �` _ Vii! �i! m ` r ♦ �� 3. TRIM BAR EXTENSION PAST EDGES OF COMBINED OPENINGS SHALL BE 1'-0" FOR #4 - I z N � {" ��,, � , � » 5 BARS. `� / / �, BARS AND ? -6 FOR # / , » 4. DISPLACE SLAB PRINCIPAL REINFORCEMENT TO EACH SIDE OF COMBINED OPENING OR 1 ) #4 x fi -fi RECTANGULAR, 'MAX, » TRIM COMBINED PLACE BETWEEN INDIVIDUAL OPENINGS. DO NOT CUT SLAB PRINCIPAL REINFORCEMENT. ..tn ~� ''� .......�.`.�.�..�... �. A l'-0 BARS » OPENING o ( ..! • ROUND OR SQUARE 1 MAX 1 -0 MIN 5. TENDONS MAY PASS BETWEEN SLAB OPENINGS WHEN THE DISTANCE BETWEEN OPENINGS a w 8 6 M = a� SLAB OPENING 1 3'--0" MAX IS GREATER THAN OR EQUAL TO THE SLAB THICKNESS PLUS (N-1) TIMES 3 INCHES, 1- }-'a w 0 • ' A A WHERE N IS THE NUMBER OF TENDONS IN A BUNDLE OR DUCT. TENDONS MUST FOLLOW M �,, - = c ,• \ B COMBINED OPENING AND FOR AT LEAST .}: > co � » A STRAIGHT ALIGNMENT (IN PLAN) THROUGH THE C SINE O E -� �- - � DEGREE RENDS PERIMtTRCOLUMN � � .� , CLR _ 3'-0" MAX / / 8 / COMBINED 24 ON EACH SIDE. A A <?, .� TYP I MIN 6. SUBMIT SPECIAL SITUATIONS TO ENGINEER FOR REVIEW., '� ry STD OPENING O. _ "� %∎ HOOKS D ( D 0 1 1 • Ir CO COMBINED TRIM BAR REQUIREMENTS: » � z7 �} • _, 2 ® ,OPENING t„� ' •IF THE COMBINED OPENING IS SMALLER THAN 1 -0 , PROVIDE (1) #4 TOP AND BOTTOM 3 ®3 co X w BETEN OPEN / 4d OR 2 1/2" MIN 6d OR OFFSET j Q W ° C 0�, MI o X ¢� I IF THE LARGER DIMENSION OF A COMBINED OPENING EXCEEDS ? -0 BUT THE SMALLER 3 MIN .� °°�'! ¢ DIMENSION IS LESS THAN OR EQUAL 70 8 , AND PROVIDED THE COMBINED OPENING IS �� (1) #4x6'-6" EA FACE, CD 0 tal i'� ao "� o ALIGNED WITH THE PRINCIPAL REINFORCEMENT, PROVIDE (?) #4 TOP AND BOTTOM 135 AND 180 DEGREE BENDS� � I B CENTERED AT COL NOTES. M BETWEEN OPENINGS. ! s 1. THIS DIAGRAM IS FOR ISOLATED SLAB OPENINGS WHOSE LARGER DIMENSION IS �� •IN ALL OTHER CASES WHERE OPENINGS ARE ARRANGED IN A SINGLE LINE PROVIDE (1) #4 ,,�„ ,�,,,�,,,.,., Client 4 ' » TOP AND BOTTOM BETWEEN OPENINGS AND (1) #5 TOP AND BOTTOM AROUND PERIMETER ` D ,o' REBAR SIZE D DEACON DEVELOPMENT BETWEEN 1 -0 AND 3-0 . � NO TRIM BARS ARE REQUIRED FOR ISOLATED SLAB TRIM �� --- OPENINGS SMALLER THAN ? -O . SEE PLANS FOR OPENINGS LARGER THAN 3'-0". BARS 2" ( OF COMBINED OPENING. rf ' #3 7HRU #8 6d GROUP 2: PROVIDE (1) #5 TRIM BAR TOP AND BOTTOM ON EACH SIDE OF OPENING. MIN ., TRIM •WHERE INDIVIDUAL OPENINGS OF A COMBINED OPENING FORM TWO OR MORE ROWS, THE t #9 THRU #11 8d BARS SHALL EXTEND 1'-6" PAST EDGES OF OPENING. TYP v 3'--O" MAX BARS ROWS SHALL BE SEPARATED BY AT LEAST 8" OF CONCRETE. PROVIDE (2) #4 TOP AND 90'11V.E. SAN ST' #14 & #18 10d SMITE 100 3. DISPLACE SLAB PRINCIPAL REINFORCEMENT TO EACH SIDE OF OPENINGS. DO NOT BOTTOM BETWEEN ROWS OF OPENINGS, (1) #4 TOP AND BOTTOM BETWEEN OPENINGS IN 0 45 DEGREE BENDS 3. THRU 5 INTERIOR COLUMN PORTLAND, OR 97232 CUT SLAB PRINCIPAL REINFORCEMENT. THE PERPENDICULAR DIRECTION, AND (1) #5 TOP AND BOTTOM AROUND PERIMETER OF # TIES # 4c B D COMBINED OPENING. PROVIDE STANDARD HOOKS WHERE BARS TERMINATE WITHIN THE 1 COMBINED OPENING. - �- ADDITIONAL REINFORCING r TRIM BARS 4 TYPICAL REINFORCING BAR BENDS 1 �� B/�115 2 a 51.1 FOR ISOLATED SLAB AND WALL OPENINGS 1 1/2"=1'--0" "! 51.1 FOR MULTIPLE SLAB AND WALL OPENINGS 1 1/2"=1'-0" `I 51.1 1 1/2"=1'--0" © 5 AT COLUMN PENETRATIONS 1 1/2"=r-0" I- SEE 1/S1.1 FOR TRIM BARS AT ISOLATED OPENINGS �I 1■ II■ I L 4x3x1/4 TYP, LLV • 1'--6" MIN NOTE L __�___ PIPES SHALL NOT PASS I ' Ip FRAMING MEMBER THROUGH COL, COL FTG iiiii pp L4x4x1/4 }o ►,� S(E) REINF STEEL STD LAP PER STD HOOK PER :° OR UNDER COL FTC S(E) 1. I I I 06x8.2 0 DET 12/S1.1 DET 4/S 1 irl ;;r;;; B 1 DECK y 0 . . p µ ii.'�!c 00 /r ,. . -) 1 ,� Poject _41 _ _ _ » y EXTEND BELOW THIS LINE A O era 3/4 PLUG WELD AT PERT BAR' 2 NOTE: ...ILI i/ TYPICAL STEEL BART----/ OPTIONS PIPE PARALLEL TO FTG S ji ?. SEE�? & 2/S?.? FOR PLATE OR ANGLE 1�33�33 SW �� F'�� 4'--0» MAX ADD L REINF IN SLAB 2. SEE PLANS & DETAILS T��aARD, C)R 9223 NOTE: A j TYPE A TYPE B ONE LAYER REINF 4"o MIN PIPE SLEEVE. REINF PER 1/S1.1 EQ ED EQ P� FOR CLOSURE R ® SLAB A FLARE BEVEL GROOVE WELD B FLARE V GROOVE WELD A ilf, SEE 1 & 2/S1.1 FOR 0 FLOOR PIPE TO CLEAR SLEEVE 2'-O" MAX ADD'L REINF IN SLAB 4 EXTRA TYP VERT BY 1/2" ALL AROUND 1/4" IE W/ ...__ STD LAP PER STD HOOK PER BARS (AT WALLS) 1.-'`2" MIN BRG ;r,;;f- (2) 5/8" MB ~j "' 1 �' BAR MIN WELD SIZE LENGTH IN INCHES NOTES: DET 12/S1.1 DET 4/S1.1 ► DECKING ! 1 OF "FULL SIZE" WELD 1. USE E7OXX ELECTRODES FOR ,.,,.� ,...� » ims.,k ,,�,.. - - v �" t TYPE A TYPE B MOW 0 NMI M� O w Milt s4 •�i WF BM » # S (E)=0.45 (E)=0.6S TYPE A TYPE B GRADE 40 STEEL. . TYP • .A , _J 3/16 CLOSURE. 2, USE E9OXX ELECTRODES FOR , z TYP AROUND 3 3/16 3/32 1/8 2 1 ?�2 GRADE 60 STEEL. r �? z 1 fi GA _ -- �/,�� - CHANNEL L ALL 4 .1 f4 1/8 5/32 32 2 1/2 1 1/2 � � .�. � . 2 7 CLOSURE L f ® ROOF 3. CONTINUOUS INSPECTIONS REQ'D (4) TYP VERT �. . TYP GRADE BEAM . OPENING 5 5/16 1/8 3/1 fi 31/2 1 1/2 r- -i 4. MATERIALS, QUALIFICATIONS OF BARS (AT WALLS) - - (� �� L4x4x1 j4 ?/4 r 2" $ ' JOIST 6 3/8 5/32 1/4 3 2 WELDING PROCEDURES AND OPENING 7 7/16 3f 16 9/32 4 2 OPTIONS WELDERS ARE TO BE VERIFIED 1/4 L 7x4x3/8x0'-6" 8 1/2 7 f 32 5/16 4 1/2 i 2 1/2 BY THE SPECIAL INSPECTOR / 9" MIN 9 9/16 1/4 11/32 5 2 1/2 PRIOR TO THE START OF WORK. TWO L REINF THIS CONC SHALL BE 8/ FTG---\ A A B 10 5/8 1/4 3/8 5 1/2 3 - S S SAME WIDTH AS FTG . DECK WELDING OF REINFORCING STEEL co 9 REINF AT CONCRETE WALL AND 10 PIPING AT GRADE BEAMS a 6 OPENING IN METAL DECK OPENING IN METAL s 6" TO 24" 1 ?/2»_1,_0., � 24" TO 48" 1 1/2"=1'-0'` ° 51.1 1 1/2»=1'-a» ° S"1.1 INTERSECTIONS 1 1/2»=1'-0» ° 51.1 FOOTINGS 1 1/2"=1'-0» o •1 0 0 FOOTING AND i I I I I I BAR-LOCK MBT 211011111111111011 _J1 mmommummt MECHANICAL COUPLER NOTES: , ... S BARSPLICE PRODUCTS BAR- 4 1. SLOPE TO BE 1 VERT (MAX) � GRIP COUPLER (COLD-SWAGED TO 2 HORIZ VON 7L MECHANICAL SPLICE) 2. LOCATE STEPS AS REQ'D s ERICO LENTON TAPERED FLANGED COMPONENT DOWEL-IN COMPONENT , , LENGTH (UON) IN INCHES BAR Q „ , . $ 1 LID c I i THREAD COUPLER WITH FEMALE THREADS WITH MALE THREADS , ,%UC T(J 4 F'c=3000 PSI I F'c=4000 PSI F'c=5000 PSI I 1 c 'o PR&„4 ,4 '�� GIN �'v,I PER PER #3 21 18 16 �R ii NOTES:�.._ ► _ 1 TIC• � � � � y / _ . ,� i REQUIRED SIZE OR FABRICATED _ �_.L U 12/S1.1 12/S1.1 L #4 28 24 22 1. EITHER THE BARSPLICE PRODUCTS BAR GRIP COUPLER, THE ERICO LENTON TAPERED N ° THREAD COUPLER OR THE BAR-LOCK MBT COUPLER MAY BE USED TO SPLICE REBAR. I - TWO PART DOWEL. COMPONENTS ' 2x RISE � 12" . . �` . --� #5 35 30 27 FLANGE ATTACHES AFTER FORMS ARE �►. , -- / ---- - f �ti # COMPLY IV ICBO REPORTS NO. 3848, 3967 OR 5064 RESPECTIVELY. FOLLOW a. 'h ° ' MANUFACTURER'S RECOMMENDATIONS. TO INSIDE OF FORM I I STRIPPED DOWEL-IN SPECIFIED SIZE FOR REBAR • • 21, o X w � 42 36 33 COMPONENT THREADS 2. AT THE CONTRACTOR'S OPTION POSITION COUPLERS MAY BE USED EXCEPT THAT THE #4 #5 I ¢a v v 4 I I INTO FLANGED COMPONEN 7 # # #6 w 4 c, �' #7 49 42 38 ERICO LENTON P8 COUPLER MAY USED ONLY IN COMPRESSION SPLICES W/APPROVAL 1.. 1 � 1 - 1 - I... EXPIRES: 6f30/10 r . •� �,��.�-,,�� MANUFACTURER z z z Z z z� 4 ,� OF THE ENGINEER. AND c� ..� c� p #8 59 51 46 iz LuZ ! Z Liz ! Z Luz , 3. SPLICES MUST HAVE STRENGTH IN EXCESS OF 125% OF THE SPECIFIED YIELD STRENGTH BRAND NAME J J J p z9 p z9 p z9 C GROUP MACKENZIE 2009 `I` #9 74 64 58 OF ASTM A615 GR. 60 REINFORCING BAR. <Q 0 ,¢J <U.' Q ALL RIGHTS RESERVED . '� • 17 R t 2X RISE 0 4- 0 p 14-0 0 p 14-p ©p 1-1-Q THESE DRAWINGS ARE THE PROPERTY OF v. 4 4. SPECIAL INSPECTION COMPLYING WITH THE FINDINGS OF THE IC80 REPORTS IS REQUIRED. • •° . .:4 /�- ©O t3.. #10 94 82 75 NOTES: U U U U U U GROUP MACKENZIE AND ARE. NOT TO BE 5. IN GRADE BEAMS, SPLICE. TOP BARS AT MID-SPAN AND SPLICE BOTTOM BARS OVER USED OR REPRODUCED IN ANY MANNER, 0 ° 1. AT THE CONTRACTOR'S OPTION THE TWO-PART DOWEL PRODUCTS RICHMOND DOWEL WITHOUT PRIOR WRITTEN PERMISSION • ;��• �r ' - ;, •,-, , . � #?1 116 100 90 SUPPORTS 4 5 � �. �_ �` •-� 6. IN BEAMS, OPTIONALLY, IN LIEU OF LAP SPLICES, SPLICE TOP BARS AT MIDSPAN AND LISTED AT RIGHT MAY BE USED TO REPLACE ORDINARY DOWELS BAR SUBSTITUTION # #4 # #5 #fi '1 ` ° REVISIONS: x SPECIFIED IN THE DRAWINGS,At 0 SPLICE.BOTTOM BARS OVER SUPPORTS USING MECH REBAR COUPLERS SPECIFIE LENTON FORM N cr NOTE 7. IN SHEAR WALL BOUNDARY ELEMENTS, OPTIONALLY, IN LIEU OF LAP SPLICES SPLICE 2. FOLLOW MANUFACTURER'S DIRECTIONS AND APPLICABLE ICBO REPORTS. SAVER #4 #4 #5 #5 #6 #6 0 - WHEN TWO BAR SIZES ARE SPLICED, 24" SPECIAL INSPECTION IS REQUIRED. ins REVISIONS REVISION DELTA REINF SAME SIZE & VERTICAL BARS WHERE:CONVENIENT. STAGGER 50% OF SPLICES AT LEAST 24 5� THIS CLOSING DATE SPACING AS FTG REINF USE LAP LENGTH OF SMALLER BAR T . A NENTS MUST BE OF SPECIFIED LENGTH DAYTON-SUPERIOR 3. TWO-PART DOWEL COP �o SHEET 8. IN COLUMNS, OPTIONALLY, IN LIEU OF LAP SPLICES, SPLICE VERTICAL BARS WITHIN THE D 50 DOWEL BAR #5 #5 #6 #6 #7 #7 . - TABLE IS FOR CLASS B SPLICES " AFTER ASSEMBLY. REPLACEMENT CENTER HALF OF A COLUMN'S HEIGHT. .STAGGER 50% OF SPLICES AT LEAST 24 . c 11 TYPICAL STEP IN WALL FOOTING (1)3 TYPICAL LAP SPLICE N MECHANICAL REBAR COUPLERS 14 TWO PART DOWEL SYSTEM „,-51.1 1 1/2"=1'-0" I 51,1 1 ?/2 =1 -o ' 51.1 1 1/2".1%-a" 7 51.1 1 1/2"-1'-0» o NOTES: TRACK BLOCKING W/ 1 1/2" FLANGES. c DOWELLED JOINT INSTRUCTIONS: 1/8" RADIUS TOOLED EDGE 1. ALUMINUM CONDUIT MAY NOT BE EMBEDDED IN CONCRETE SIZE & GAGE TO MATCH STUDS. LOCATE DOWELS ARE TO BE SAWN (OR 2. NO PRESSURE PIPE.MAY BE EMBEDDED IN CONCRETE IN EVERY 4TH SPACE FOR STUDS 0 24" OC, E , IF SHEARED, GRIND ENDS TO 1/2"ox1'--O" LONG SMOOTH DOWEL 3. MAINTAIN REQUIRED COVER. & IN EVERY 6TH SPACE FOR STUDS 0 SHEET TITLE: REMOVE DEFORMITIES) 0 1'--0" OC. GREASE ONE END. 4. DO NOT DISPLACE REINFORCEMENT FOR PIPE OR 16" OC, & 4, EACH END OF WALL. ilie AT POUR STRIP USE #4x3'-0", DO CONDUIT RUNS. NOT GREASE (SIM CONDITION) 5. FOR CONDUIT OR PIPE D s X" DIA NO REINF REQUIRED. GENERAL SPACE CONDUIT OR PIPE S=2*D OR MIN 1" OC LT GAGE STUD Et v 3" CLR�R CONCRETE SLAB & STRUC'TURAL �-- REINF PER PLAN ► DTA1LS N SHTG PER SPECS �� x . _ , X, - r 9 D 9 .� v SEE SPECS FOR PREP :: 1/ fi 6 .tSLAB-ON--GRADE \ kJ v v 41 'kr"' 4 $°°°". SAW CUT 1/8"x1/4 SLAB DEPTH Z S REINF (STAGGER TOP & DRAWN BY CDH " BOTTOM BARS) Fr'41‘P/ / 16 GAx2" CONT GALV STEEL FLAT STRAP d 3 CLR CONCRETE SLAB t" H MAX D MIN S° REINFORCEMENT CHECKED BY: p •. O PREP 7" 2 1/4" 2*DIA #4 2'- 6 TOP & BOT NOTES: SHEET �,. �. , , • . SEE SPECS FOR 8" 2 1/2 2*DIA #4 2'-O" TOP & GOT » „ ,, • 1. INSTALL BRACING ROWS r 3 -0 OC VERT SP, UON. ; e4 °4' ' 'mv,tiehi,: OF SUBGRADE BENEATH 9" 3" 2*DIA #4 0 V-10" TOP & ROT 2. UON, INSTALL STRAP ON SIDE W/ NO SHTG AT ? SLAB-ON-GRADE 10 3/4" 3 1/24 2*DIA #4 0 1'-6" TOP & SOT LOCATIONS WHERE SHTG IS ON ONE SIDE ONLY 14" 4 1/4" 2*DIA #4 0 1'-2" TOP & BOT INSTALL STRAP ON BOTH SIDES WHERE NO SHTG SLAB REINF PER PLAN. a D = DIAMETER OF ACTUAL CONDUIT OR PIPE USED IS PRESENT. S1 1 STOP EVERY OTHER BAR W/MAX PER TABLE AT EA SIDE OF JOINT UCTION JOINTS IN-SLAB. EMBEDMENT 19 STUD WALL LATERAL BRACING 20 1C 17 CC NTROL CONSTR 18 , 1 NO SCALE o 51.1 FOR PIPES OR CONDUITS NO SCALE o 5.1 LOCATIONS W/ NO SHEATHING OR SHEATHING ON ONE SIDE NO SCALE ten' .1 JOB NO 811 2080478.00 , , PHASE 1 PERMIT SET- 5/8/2009 208047800\STRUCT\478-S1-1.DWG CDH 05/07/09 D9:09 s 100 � � 7). iti_ 0) * • 41,* . ,.� �. ;, •' 1� 0 Ni 2 ,,,_. g' - o U :ice 1 4 co 04 Z f2, :t 1:i LJJ eb � . Se „..,„ 1,.. r 0 0 ,, , , -.,-, .2 : 2 -* . tii) 16. 0 I 1 1 1 1 t CO 4 . , .4 0 2 a: g al Lai :011" frr do .0 - 2, 2..) 0 S 0 c 0 a o 2 g,". 0 0 (.9 0 co 0.-- ....o in. Po i , ' 1 o ' ' ' Client '�c.,1 +c,a � DEACON DEVELOPMENT 3 COUP ....\--- _. _1 �..._r..._ ....1 S8.1 I I I 901 N.E. CLEAN ST. SUITE 100 I I I PORTLAND, OR 97232 o I I 4 I 1 A - -- -- - --I v- - I - - - - 1 A 00 1 I o) I 13'-6" I I I T 1 ,f. I 1 1 I_ J ..�L J 2 / 8'-O" / / 8'-0" / S8.1 0 , LEGEND 1 10..... _ 0 KEYNOTE I 1 I 4 ' ' Project 4 58.1 �-- CANTILEVER BM MOMENT CONN PER 14/S8.1 OR 16/S8.1 TRIANGLE POI S8.1 SiM E- CANTILEVER BM MOMENT CONN PER 7/S8.1 OR 9/S8.1 BUILDING 0 r 1 n : IY aF 8 y k. r-,:.- 13333 SW 68TH PKWY 1 R / : . a .: % ° . " I° I I FOOTING PER PLAN TIGARD, OR 97223 /9wk'' < .^ e .` D .. . > 'm, ,d • a f' ' - s•«' . sw r`' . d e s 1 J J• ... ;I, ,,.:4,"� :- +r.-,:.; ,,.,r :.,":.>a..:, .'. •� ;y; 1.: ,, .. if ! i 4. R.. iliNrii FOUNDATION PLAN GE NERAL NOTES 0-ni 1/4"=r-0" L �.,� - SEE ARCHITECTURAL & CIVIL DRAWINGS FOR CONTROL ELEVATIONS - REFER TO SHEET S1.1 FOR TYPICAL DETAILS - LOCATE CENTERLINES OF FOOTING ON CENTERLINES OF COLUMNS, UNLESS NOTED OTHERWISE ON PLAN - CONTRACTOR TO VERIFY EXIST CONDITIONS - SEE S5.1 FOR MOMENT FRAME ELEVS • 4* . :8°1 1 .4 . KEYNOTES I ,cRVCT URA 1. 1'-6" DEEP FOOTING, DIMENSIONS PER PLAN 5 ,� PR * ! 1 W///6 BARS 0 9" 0.C. EA WAY �V` I N �� 2. SKYLIGHT STRUCTURE BY OTHERS, SEE ARCH - 1fi,��0 �� 3. 1 20 GA VERCO PLB DECK W/{7} PNEUTECK PINS PER SHEET C"" i 7 & 12" 0.C. ® PARALLEL BEAMS, CONNECT SIDELAP W/VSC C� 24" O.C. 58.1 „ , " 1 4. 5 SLAB ON GRAQE W f �4 C�4 2 --Q 0.C. EA WAY -4 FOR SAW CUTTING CRITERIA 'fib • 2 1•1+� SEE GENERAL NOTES L C '58.1 c 5. EXIST. CONC BLDG S�.� EXPIRES: 6/30 I 1 11'--2i" 11'-2i" © GROUP L RIGHTSERESE 2 09 4 7/ CANT CANT 4 �' 1 THESE DRAWINGS ARE THE PROPERTY' OF W10x22 13 GROUP MACKENZIE AND ARE NOT TO BE O) USED OR REPRODUCED IN ANY MANNER, •- S8.1 WITHOUT PRIOR WRITTEN PERMISSION ,% 0 ilL -- I i U:r N 72- REVISIONS: 1 i 1 © I O k-- &5¢ REVISIONS REVISION DELTA CANT • : W10x22 CANT 5 S ISM CLOSING DATE• wo N N 1 X • IN PROGRESS N N x x O O_ 18 .'� ��-. S8.1 CANT W10x45 CAN _ _ - - 1 A 1A ,1C�v W10x22 \ ...,,\ Ali /if „: /7 11 \I\ , - S8.1 ,/,‘//1 : Alni : \'' \''''\\\S8.1 S8.1 1 CANT 10x2 1 f \\W1Ox2 , CANT SHEET 10 b :? i FOUNDATION 0, v. ,,,,„, I 14 ib* In S8.1 HSS10;§4x3 8 0_, AND E 58.1 ..` FRAMING CO CANT 10x2- a i W10x2.� CANT f NW \ v PLAN Alb, AM I l'� i 91 � •l 8' t 11 V 71 Z \ �� i`�a.■■�, cy 1 S8.2 I �' i N \ S x i • { II x / . s;P`„ 1 , /� =II EMMEN Whil"h.-fit t-- 0 ,;` �' �.,,,/ ��_�� I i t^aa t• r` AIIIPARAIMINUINIIIIIIIIIIM1111111111.. k.��I * " Ai 1 B - MIMIAI+ - - - �. S. _ - - 1 g It 07x1 .2 '•.,,•. , ^,•N <,;..1.,::;',,,":'.,„ .:4, < ,t r< t , .< $ v- Q •-�••cs,�' ,' G ai �.� �• ��` »� �;.. ��.�,$ s >Mi� 4r �.' a ��Y � .., e �:��s.a• :< k �. � .,: ' '� •., az 07x12.2 1 9 7 b,. S8.1 '''01. :., S8.1 '� `,� 8 1 , S8.1 , •�'�` � DRAWN BY: CDH 'i"' 1`J S8.1 ,`: \ 11 4 I sG 1 CHECKED BY: 11 1 1 S8.1 S8.1 SHEET li2 FRAMING PLAN KEYMAP 82.1 1/4"=1'-0" S 2 1 i i JOB NO. 2080478.00 i 1 PHASE 1 PERMIT SET- 5/8/2009 208047800\STRUCT\478-52-1.DWG GJS 05/21/09 14:57 1:48.00 11.1 1 � FTG - � � ingi �'�'NOTE: 0 SST THREADED ROD ■.a 71,,,,:4°). W/SIMPSON SET-XP • w 0 ALUMINUM SKYLIGHT AT SIM. COND. DOWEL EXIST CONC RIB / L5x3x xCONT LLV W EPDXY W 4 EMBED NI fii ,... g (7') g FRAMING BY OTHERS / INTO EXIST CONC° WALL / (3)#14-14 7/3 TRAXX COL BLOCKOUT 1 AP 2 2 g EQ EQ ,; ��SMS � EA STUD 0 Z 2" TYP Pallt 5 C < - -II P1* 10111111t • EA WAY WF COL PER PLAN 4 < co ,� CONC SLAB & 1/8" RADIUS TOOLED EDGE \ o DOWEL INTO EXIST 1.1.I 0' ""' REINF. PER PLAN 14.1 .� " '! " SLAB W/ SIMPSON SET CD P": w �* - STUD PER DET � BASE R � x14 #14 Wf (4) EPDXY WI 6" EMBED •c:: i - I S U w " ® w #5 A T TOP EXTERIOR SLAB / /• 600S200-54 K & BOT7 5 50 SI S� • � �� 0 . I STUDS �t EA ALUMINUM ALUMINUM SKYLIGHT U s CONC SLAB & EXIST SLAB AND °� C I ' EXIST CONC I REINF. PER PLAN REINF PER PLAN SUPPORT BY N `` SLOPE PLAN � SLAB PER SKYLIGHT SUPPORT, OTHERS , . , . . , a , • . , . . , . w I 016 O.C. 0 ALL A ..*:E4 PLAN OTHER LOCATIONS . + � , 4 . � . . :,. .a �_�- • 4 LL �° ■�,. y I QAt3 �°,t�` atia`� � O� A�. �. WF COL °°•- � �� , �, ,,,a d.. _ co �_ ALUMINUM SKYLIGHT�.1 ' ap��logL�Q �op�oa©o.®o�AoQ .p�mq�a� Z. . � �,,, � --CONC SLAB PER PLAN a -1 � SUPPORT BY OTHERS � -�� M till LIMEAM4"111*110"41 ri 0 °fit "` ° BENT R/�"xREQ'D 111�!� 1111 I I _ .." I . ,, .,. . . . . • , , . . . ? - te CO eel 4 ,. I W 2 14-14 T 3 0 0 0 0 0 Ns,- " . ' ' ,‘ ' • ' •• v • EPDXY ANCHOR OC = co .� I /{ )# / tom, �. � _ o IQ 0 d o , ^_. u u u �x u v "ia v'u vy} w v t. w ,�,} v d a� v(+� TRAXX SMS INTO STUD o ;o o 0 0 " I Jo 0o 37cU� p tV0[7004340G�ciat10 0/,'40�aaf�olf'• 000101;;A 40;07 tJ} 61A0p,v6' ?v PER DETAIL .o �. M » 1 D M 0-1 O Z OpaoQ�ooQp°4$O�aOpoQ�°oQ $Qt�+O0�°ctlp Oa°o `0naAQt�oO�`OoOj`OnoOQ `� hGlrg,t�lr� 4. / '' SHIM SPACE w/ 1 1/2" , ,� „ .,.. .,, . p » - - w f i-. ' 44. . ' . -11 eaummerir DEACON MELOPMENT ANCHORS INTO COMPACTED SUBGRADE FINISH GRADE ;� 350513 7-43 ® 32" CONC . , . -=:•r••�•=-- r NON SHRINK GROUT _ Client (2) #10 SMS ANGLE & SMS ;, . • • . • • • • , . ,4 PER DET - SUBGRADE PREP PER GEOTECH w �r-3" CLR COMPACTED SUBGRADE 901 ST. 0 EXIST CONC RIB SUITE 100 SECTION FTG & REINF PER PLAN PORTLAND, OR 97232 0 , B 0 ,J 4 cc, ¢.._ (IYrURN DOWN SLAB EDGE o 3 COLUMN TO FOOTING o NEW SLAB TO EXIST SLAB o 5 88.1 1"=I'-0" =1 -0 4: 58.1 3/4 --. 1 -0 �r1 1/2 = 1 -0 z° 58.1 3/4 1 -0 58.1 1 1/2"=r-0" U �. I.L. t 31"/27P, UON,w �4 AT W24 '- OR LARGER • C s8.1 I 111111111741111111111011111,741111111117411111111174 11111111741111111111/4111111VAIMP7A1111111/411 I CAP t=tf (BEAM) 1 CAP � t=#€ (BEAM) 10 - f ( � L3x3x3/8 I` S8.1 10 10 BOLTS PER 0 Project I ►" S8.1 S8.1 . SCHEDULE 2 H WF BM PER PLAN „ �, �,. TRIANGLE POINTE .■�/a.r•�a/ir�.rr, I .-- _ PER SCHEDULE-..,.., m BUILDING I. .. ./ - . , \ 1 0 L\ \1 r NNIVANN� O _ ft- o 0 1---..N_ 13333 SW 68111 PKWY I TIGARD, OR 97223 O i Q 0 • sal, "w" /7 1 1/2" MIN I S8.1 ,. 1/4• Q t--� 3 MAX O O L3f4 1j4 r� .11/ 1 <724 �'hi 1 rn�5 16 \ ,i 5 16 v CTYP g I �1 5 16 V 3 3 4 5 16 a - 1a O o , 1 1 \ rwi��i.MrriMr�i�ir► I mi % p 1 I 6 4 imPliiiii S8.1 ,. ., .. .3, BOLT AND PLATE SCHEDULE• imill { BEAM PER O Y•4 • BEAM PER BEAM # OF ST A-325 BOLTS PLATE \ \ L PER 9 fS8.1 ,.�...,.�... i.a•r.�r��, s PLAN 3/8" PLAN $: W10 (2) 7/8"0 3/8 R t=t (BEAM) �` f I R t=t f (BEAM) 1/2x1244:44+6") W/ (4) �' AL W12, W14 (3) 7/8 3/8" ��r!!i - Ern W16, W18 (4) 7/8:0 3/8" • �\ <FPs' " `% RPER7/S8.1 C ) / / » 5/8 � SIMPSON �.. � W21 (5) 7/8"0 3 f 8 L3x3x3/8 COLUMN PER PLAN - SET EPDXY ANCHORS N COLUMN PER PLAN - W/7" MIN EMBED :7\1: . W24 (6) 1"0 1/2" " CONC WALL PER PLAN �' W27, W30 (7) 1:0 1/2" W33 (9) 1"0 1/2" 6 DECK BEARING ANGLES AT COL MOMENT CONNECTION o 8 WIDE FLANGE BEAM AT PANEL Ci) MOMENT CC�►NNTCTION o L.,.. 14 TYPICAL BOLTED CONNECTION o �r1 NO SCALE .1 NO SCALE 58,1 1 1/2 = 1 -o o NO SCALE NO SCALE 0 E )ix(bt -X")xAS REVD . NOTE: DISCONTINUE LEDGER BEAM PER PLANS BENT R PER 18/58.1 • ® WF BM TO WALL 5/16 6 5/16 V 6 CONNECTION 1 3" METAL DECK Alit PER PLAN i 1 • KIM �gl�C�'��'q ---1-7-4-7--7--- BEAM PER PLAN "IIITj PERIMETER CHANNEL �- PR(P EXIST CONC WALL 'tS• w .I= PER PLAN �� o i itte / PER PLAN r---GIRDER PER PLAN w. w , _ 4; ■;.4 '',4) 4f. w •1 fa 1/4 k ;� I ? I. ....... ROOF DECK PER PLAN •, tr. . S .i ti 1 `' !46 6......_ wT > : �►;w►/\ P P.it,. Si; • 21 f 4 . ...mimpyr..,„. . . o L:; o o 1111 Ill! , 1,,.‹. t., . ,• , .- 10 S8.1 > EXPIRES: 6 30 10 t. t S8.1 S . Il$ii�a/rQ , O o , 5 t GROUP MACKENZIE 2009 . • • ! 10 �. 10 I 7/4 P MAX ALL RIGHTS RESERVED .� WF BM PER PLAN O r� S8.1 S8.1 0 , GROUP DRAWINGS MACKENZIE AND THE ARE PROPERTY OTT TO BE �/"XREQ'D W/ USED OR REPRODUCED IN ANY MANNER, " R ' / WITHOUT PRIOR WRITTEN PERMISSION 1 � 0 , . L 6x4x /4 W/ 3/4 0 EXP . END it 96x7 Wf ANCHOR WI 5" MIN '' .• �� 6 All THRU BOLTS (2) X" 0 A325 BOLTS 1 EMBED 0 2'--0" OC LLV 01 .r I O 1 . { ) A NVAri�■i/I1■ri�■ri� 0 4 GAGE RZEVISIONS: -F- REVISIONS REVISION DELTA w g THIS CLOSING DATE I BEAM PER PLANS SHEET U gi N p DECK SUPPORT AT WATT 0 ONE--SIDEDD SHEAR CONNECTION 13 SHEAR CONNECTION 14 CANTILEVER CONNECTION AT BEAM a 15 PERIM. CHANNEL. CONNECTION o 11 12 1. 3 I 1 1/2" = 1'-O" ,�,�, NO SCALE --� AT INTERIOR GIRDER NO SCALE --� 1 1/2"=1'-0" .�, ' 1 1 1/2"=1'--0" 6 88.1 58.1 58r1 z EDGE OF EXIST. NOTE 1/8 c)3. 1 CONC WALL, CONNECTION SKEWED I 1 CONTR. TO VFY NOTE '' WHERE OCCURS SHEET TITLE: C BEAM STEP LOCATION (3) #10 SMS PER ARCH BENT ' PER 18/'S8.1 1 MAX 1 6005137-54 METAL 4/' 1- w" BENT it 6" MAX STUD 0 16" OC DETAILS TOP & BOT I I METAL DECK FLANGES METAL DECK PERIMETER CHANNEL PER PLAN 3/16 V3®12 (4) .145" 0 PDA° ii" 4" 14" r 1111101111111 6005137-43 BLOCKING, ' '' '� 946 V PER PLAN PER PLAN, CONN.O O 5/16 V i■ PER 15 58.1 "' (2)#10 SMS EA. END / ! " 0 0 V O O , ( - L 20-0 o°c. 0 0 0 0 43 MIL 68 MILx4x4x0-4 r-+w6 w , .- 10 _ 11TRACK BENT S • O Q 1/8 V3" 1 I - - - - ! 1 _.....J thilt. _...R E� fi it;.1::: a o 6 ir 1 0 PERIM° CHANNEL xbfxREQ'D fib MILx4x4 PER PLAN PERIMETER DRAWN BY: CDH < " , " ► " PER PLAN / CHANNEL 6 PER ARCH BEAM PER x 0 4 1/8 ►2 'r MIN.4' PLAN BENT �' PER PLAN �' x4"x0'-4" CHECKED BY: si�iT/I�i.�i.� (2) #10 SMS EA SIDE BEAM PER PLAN PERIMETER SHEET WF BM PER PLAN '_N xREQ D W/(4) 96"0 CHANNEL V SIMPSON SET XP PER PLAN 3505137-43 0 32" OC ANCHORS W/7" EMBED 1/8 1>2" , S81 Y 43 MIL TRACK cv 16 CANTILEVER CONNEcTION. AT BEAM o BEAM STEP a 18 SECTION AT ROOF . PERIMETER 19 PTRI�. CHANNEL TO EXIST GATT 20 CHANNEL SPLICE 1 17 Q , I . ,... 0 r1 1 1/2"-1'--0" '- 88.1 1""1'-0" �.1 1 1/2" 1'-O" �- 58.1 1 1/2�=1'-O" 58.1 3/4"=1 --0 Job No. cr 2080478.00 1 PHASE 1 PERMIT SE T- 5/8/2009 208047800\STRUCT\478.59-1.DWG CDH 05/07/09 09:09 1:1.00 1 c �c O)03 Cji NOTE: ,r--r -@ TYP. � � � �",TYP. .� r � � .;� SEE ARCH FOR j r I; DIMENSIONS & /,� CO 04 REMAINING INFO VT -II ii. Z 1: 'V HSS BM Lii......,...1I < b ...... PER PLAN 6> 6" 4" 1' lip s L 0 1 l 4 / Co ERECTION BOLT AS REQ'D c'E - � HSS 4x4x% STUB COL 2 -Q E - c CL r 4V i CONT BENT a co C c ou PER PLAN LL 0 C `3 -� "A .mom co o o 1 ,r WF BM PER PLAN W b CO (>- -3 a >O TYP w 6 r L3x3x% BRACE DIRECTLY 111. T, UNDER HSS STUB COL Client rilli DEACON DEVELOPMENT CFROUP x4x0'_4" .��•r�rI. i6 TYP Ntillt I 9CrI N.E. C�..,ISAN ST. SUITE 100 PORTLAND, OR 97232 1 p a, 3 0 1 4 allk S8w2 .2 ._.. __. 88.2 © S&2 88.2 U ,, I { Project TRIANGLE POINTE BUILDING 13333 SW 68TH PKWY GARD, OR 97223 1 1 TI { ,cFZUCTUR C,180) pR a.4-9/ •c3 G I sto 7 :Ai 0,4_ 4,., . 4,10 / , 0 • 21 EXPIRES: 6/30/10 © GROUP MACKENZIE 2009 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 1 REVISIONS: z < REVISIONS REVISION DELTA 5 THIS CLOSING DATE cc o SHEET 1 X IN PROGRESS I I I I I i I 4 { SHEET TITLE: DETAILS _ _ a' { { a' DRAWN BY: CDH � CHECKED BY: , , A SHEET S8 a 2 r t 1 JOB NO. 2080478.00 { PHASE 1 PERMIT SET- 5/8/2009 208047800\STRUCT\478-S8-2.DWG GJS 05/26/09 08:17 1:1.00