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Plans (54) M EC2018-00500 1 of 2 P RECEIVED DEC 6 201 CITY OF HOARD BUILDING DIVISION SPECIAL +NSPECTIQN REQUIRED .tate of Oregon Structural Specialty Code �— -_ - `� Concrete and Reinforcing Steel __ _ _ —.— Bolts Installed in Concrete _ _-_ --- - 0 Special Moment-Resisting Concrete Frame ❑ Reinforcing Steel 8 Prestressing Steel Tendons ❑ Structural Welding ❑ High-Stronght Bolting ❑ Structural Masonry ❑ Reinforced Gypsum Concrete ❑ insulating Concrete Fill ❑ Spray Applied Fire-Resistive Materials ❑ Pilings, Drilled Piers and Caissons SII ElSt10tCr8te i \ ❑ Special Grading,Excavation and Filling fl ,e4er fir ��-� I --pre,. — _ �— \ \ ❑ Smoke-Control Systems ❑ Other inspections • , ..„-------__==z / X ../: k , 1 • • • t.A. . ...... ________ i ___________, \ 1 ___ _ _____. .._ k I \ \ • A \ f 1 \\ IIII IIIII \ IrI / II r11 ", CONCEPTUAL RENDERING F' IONEEFZI/VAI- ERF' FZOOFING FZEIVIC) E) El. Pioneer Waterproofing AVE \IUE 97224 T GARD ) 0 R PERMIT ISSUE 11 /28/ 18 •E U N N 6 a) C C -21 OFFICE COPY- CITY OF TIGARD co c REVIEWED FOR CODE COMPLIANCE 702 �, VALIDITY OF PER( i Approved:" _JI oPermitTHE ISSUANCE OF A PERMIT OTC: [ 1 a BASED ON CONSTRUCTION -- 4�, DOCUMENTS AND OTHERI 0 ' DATA SHALL NOT PREVENT Address: 1''d 1I REQUIRING THE CORRECTION THE By: OFFICIAL FROM! Suite#; ERRORS.45 OSSC 1 O5.a Dasa o1.46,-) OF 6 co0 c _ Soderstrom 2 a) CL T Lo 1_J T a) co c — C N 03 O 'T "c12 Architects r N D W 1 Z a Q VI VIED FORWood structural members that are Li • BODE COMPLIANCE exposed to the weather to be d• LL Pressure Treated or decay resistant per 317.1.3 Soderstrom VICINITY MAP PROJECT NOTES ABBREVIATIONS LEGEND - SYMBOLS SHEET INDEX Architects 1. THE CONSTRUCTION CONTRACT IS FOR THE CONSTRUCTION OFA COMPLETE AND FULLY # POUND OR NUMBER HOR(IZ) HORIZONTAL BUILDING SECTION MARK PROJECT SITEA(ASIM 1=SECTION NO. FUNCTIONING INSTALLATION. THESE DOCUMENTS DESCRIBE THE DESIGN INTENT AND SPECIFIC A/C AIR COND[TIONING HR HOUR 1 A101- SHEET NO. SHEETS GENERAL REQUIREMENTS OF THE INSTALLATION. THESE DOCUMENTS DO NOT INTEND TO SHOW EVERY ITEM AB ANCHOR BOLT HT HEIGHT - 1200 NW Naito Parkway, Suite 410 A101 .......m.._ .: •. y REQUIRED TO CONSTRUCT THE WORK. ITEMS SUCH AS FASTENERS, CONNECTORS, FILLERS, ACT ACOUSTICAL CEILING TILE HTG HEATING G0.01 COVER SHEET Portland, OR 97209 = ® t7 +0 h • r ° ��a�, : AD AREA DRAIN HVAC HEATING,VENTILLATION,AND AIR �' r _ =......_=, r.�1A1o�� _ _. MISCELLANEOUS CLOSURE ELEMENTS, ANCILLARY CONTROL WIRING AND POWER WHERE REQUIREDG1.01 PROJECT INFO FOR THE CONTROL OR OPERATION OF THE PROVIDED EQUIPMENT ARE NOT ALWAYS SHOWN BUT ARE ADD ADDENDUM CONDITIONING T 503-228-5617 NI ' "':`r � �:. Traffic ' CONSIDERED INCLUDED IN THE SCOPE OF THE WORK. 1T IS THE RESPONSIBILITY OF THE CONTRACTOR ADH ADHESIVE HVVDWH HARDWOOD EXTERIOR ELEVATION MARK G2.01 FIRE LIFE SAFETY PLANS & CODE SUMMARY F 503-227-8584 ; y� r AFF ABOVE FINISH FLOOR HWH HOT WATER HEATER - la% 1=SECTION NO. D y J _, �-- TO PROVIDE A FULLY FUNCTIONING INSTALLATION WHICH MEETS THE DESIGN INTENT, INCLUDING THE AGO AGGREGATE ID INSIDE DIAMETER o .. 3''a - „�, SPECIFIC REQUIREMENTS INCLUDED IN THESE DOCUMENTS. A1D1=SHEET NO, sdra.com 1 �! `>_ _ : AHJ AUTHORITY HAVING INCL INCLUDE(D). INCLUDING `�`� JURISDICTION INS(UL) INSULATE(D). INSULATION ` A101 SHEETS ARCHITECTURAL Nvi. ,. :'° r a "• 2. ALL ITEMS IN THESE DOCUMENTS ARE NEW UNLESS OTHERWISE NOTED. AL(UM) ALUMINUM INT INTERIOR \, __ a_ r ALT ALTERNATE JT JOINT A1.01 SITE PLAN . pp `= `� r- � 3. THESE DOCUMENTS DESCRIBE A SINGLE CONSTRUCTION CONTRACT. THE USE OF ANOD ANODIZED LAM LAMINATE(D) A1.02 DEMOLITION PLAN -,. allibli I. _ " ` a SUBCONTRACTORS IS THE ELECTION OF THE CONTRACTOR. THESE DOCUMENTS DO NOT INTEND TO AP ACCESS/ACOUSTIC PANEL LH LEFT HAND DETAIL SECTION MARK ARCH ARCHITECT(URAL) MAX MAXIMUM A2.01 FLOOR PLANS ' i • DIVIDE THE WORK AMONG THE CONTRACTOR'S SUBCONTRACTORS. WHERE THE DOCUMENTS IDENTIFY 1 SIM 1=SECTION NO. r. '�'""` �. AUTO AUTOMATIC MB MACHINE BOLT A101= SHEET N0. A3.01 EXTERIOR ELEVATIONS WORK WHICH IS "NOT IN MECHANICAL WORK" OR NOT IN ELECTRICAL WORK" IT MEANS THAT WORK IS MIMI - BA BATT INSULATION MECH MECHANICAL . r � � 6 TT S a� NOT FURTHER DESCRIBED OR SPECIFIED IN THE MECHANICAL OR ELECTRICAL DRAWINGS OR ,_.)6.10_:!/ A3.02 PARTIAL BUILDING SECTIONS c - - BD BOARD MEZZ ME77ANINE SPECIFICATIONS. IT DOES NOT PRECLUDE THE CONTRACTOR FROM DELEGATING THE WORK TO THE A6.01 LEVEL 1 REFLECTED CEILING PLAN - • Y ENTITIES OF HIS ELECTION. IN ADDITION THE DIVISION OF THE CONTRACT DOCUMENTS INTO BIT BITUMINOUS MFR MANUFACTURE(R) - BLDG BUILDING MGR MANAGER A7.01 VERTICAL CIRCULATION ' ►- " _ - •' ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND OTHER DESIGN DISCIPLINES NEITHER BM BENCH MARK MH MANHOLE Pia SCHEDULE ' ,_ DIVIDES THE WORK FOR THOSE DISCIPLINES AS SHOWN ONLY IN THOSE DRAWINGS OR BO BOTTOM OF MIN MINIMUM C e _ _ _ ENLARGED VIEW MARK A8 01 DOOR AND WINDOW - SPECIFICATIONS. BOL BOLLARD MISC MISCELLANEOUS 1 A9.01 INTERIOR DETAILS 1 1 SIM 1=SECTION NO. Y '� ,-Y BOT BOTTOM MO MASONRY OPENING 1 A101= SHEET NO. ' ' �Sa ! : 4. ITEMS INDICATED IN THIS SET NOTED "BY OWNER" ARE NOT IN THE CONTRACT (N.I.C.) BR(N)Z BRONZE MOD MODULAR i A101 • . : - CB CATCH BASIN MP METAL PANEL 1 1 ' N - . = _ SHEETS STRUCTURAL ;' .,, ,.; - _ 5. UNLESS OTHERWISE NOTED, IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THE CCTV CLOSED CIRCUIT TV MRGB MOISTURE RESISTANT GYPSUM �____�� _ SUBCONTRACTORS TO REVIEW ALL DRAWINGS, PROJECT MANUAL, ADDENDA, ETC. IN ORDER TO CEM CEMENT WALL BOARD Si01 STRUCTURAL GENERAL NOTES . L ASSURE THE COORDINATION OF ALL WORK AFFECTING EACH TRADE. FAILURE TO REVIEW AND CF CUBIC FOOT MTI METAL W 04,11 1 4 CG CORNER GUARD MULL MULLION S2.01 FOUNDATION AND MEZZANINE FRAMING PLAN 41,2 , COORDINATE ALL CONTRACT DOCUMENTS BY THE GENERAL CONTRACTOR WITH ALL THE so>n ek _ .. r a, c890 5 CI CONTINUOUS INSULATION MWP MEMBRANE WATERPROOFING S3.01 FOUNDATION DETAILS - - w - SUBCONTRACTORS FOR APPLICABLE ITEMS OF THE WORK SHALL NOT RELIVE THE RESPONSIBLE 0 P. PARTY FROM PERFORMING ALL WORK SO REQUIRED AS PART OF THE CONTRACT. CJT CONTROL JOINT N NORTH XXX.R PARTITION MARK 54.01 FOUNDATION DETAILS s CL CENTERLINE NAT NATURAL (REF. PARTITION TYPES) CLG CEILING NIC NOT IN CONTRACT X XX 6. UNLESS OTHERWISE NOTED, THE PROJECT MANUAL, WHICH INCLUDES THE GENERAL CONDITIONS. CLR CLEAR(ANCE) NOM NOMINAL W SUPPLEMENTAL re PROJECT ADDRESS : COMPLEMENTARY OANDITIONS, AND TECHNICAL SPECIFICATIONS,TOGETHER DESCRIBE THE PROJECT REQUIRDTHE EMENTDRAWINGS S. WHERE THERERE CMU ARE COL COLUMNTEMASONRYUNIT OAAS OVERA SCALE DISCREPANCIES BETWEEN THE PROJECT MANUAL AND THE DRAWINGS. THE CONTRACTOR SHALL CONC CONCRETE OC ON CENTER 14830 SW 72ND AVENUE ADVISE THE ARCHITECT AND REQUEST A CLARIFICATION. THE ORDER OF PRECEDENCE BETWEEN THE CONST CONSTRUCTION OD OUTSIDE DIAMETER , - _ TIGARD, OR 97224 DRAWINGS AND THE PROJECT MANUAL IS AS DEFINED IN THE PROJECT MANUAL. CONT CONTINUE. CONTINUOUS OPG OPENING CONTR CONTRACT OPP OPPOSITE DOOR TAG COORD COORDINATE OVHD OVERHEAD AlD01 W 7. UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL LAYOUT AND SEQUENCE THE INSTALLATION CRS COURSE P-LAM PLASTIC LAMINATE PROJECT SUMMARY. OF THE WORK 50 THAT THE DIFFERENT SYSTEMS DO NOT OBSTRUCT THE INSTALLATION OF CS COUNTERSINK PAR PARAPET O D SUCCESSIVE WORK. IN GENERAL, SYSTEMS INSTALLED FIRST SHOULD BE KEPT AS HIGH AND TIGHT TO CSMT CASEMENT PERF PERFORATED) 0 z NEW OFFICES AND STORAGE/RISER ROOM TO BE CONSTRUCTED ON THE NORTHWEST PORTION OF THE STRUCTURE AS POSSIBLE TO LEAVE SPACE AVAILABLE FOR SYSTEMS WHICH FOLLOW. CT CERAMIC TILE PJT PANEL JOINT Ce W EXISTING WAREHOUSE BUILDING. AN OPEN MEZZANINE STORAGE SPACE WITH RAILINGS, TO BE CONSTRUCTED CTR CENTER PLAT PLATFORM O 'INTERIOR WINDOW MARK a ABOVE THE NEW OFFICES. 8. REFER TO THE PROJECT MANUAL FOR SPECIFICATIONS, GENERAL INFORMATION. PRODUCTS AND CX CONNECTION PNL PANEL N EXECUTION REQUIREMENTS. REQUIREMENTS OF THE SPECIFICATIONS APPLY TO ALL ASPECTS OF THE CY CUBIC YARD PNT PAINT 0 LL < CV WORK AND ARE INCLUDED AS ADDITIONAL INFORMATION FOR EACH ITEM SPECIFIED. IF DISCREPANCIES DEM DEMOLISH. DEMOLITION PP PREPAINTED 0 W EXISTS BETWEEN THE SPECIFICATIONS AND DRAWINGS, THE MORE STRINGENT REQUIREMENTS SHALL DEP DEPRESSED PSF POUNDS PER SQUARE FOOT 0 121 I . z I. PS! POUNDS PER SQUARE INCH PREVAIL. THE GENERAL CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVES OF ANY DIA DIAMETER EXTERIOR WINDOW MARK DIAG DIAGONAL PT PRESSURE TREATED C N DISCREPANCIES. DIM DIMENSION PTD PAPER TOWEL DISPENSER PROJECT TEAMDSP PTL PARTIAL 9. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS WILL VISIT THE SITE PRIOR TO BIDDING IN IDISPENSER DIVS DIVISION PTN PARTION CD0 ORDER TO FAMILIARIZE THEMSELVES WITH THE EXISTING SITE CONDITIONS AND THE IMPACT OF THE DL DEAD LOAD PVC POLYVINYL CHLORIDE OWNER PROPOSED NEW WORK, INDICATED ON THE DRAWINGS AND SPECIFICATIONS, ON THESE CONDITIONS. DN DOWN PWD PLYWOOD NORTH . W c 0 PIONEER WATERPROOFING ANY QUESTIONS REGARDING THE COORDINATION OF NEW WORK OR EXISTING CONDITIONS MUST BE DR DOOR QT QUARRY TILE NORTH ARROW W n/ www.pioneerwaterproofing.com SUBMITTED TO THE OWNER'S REPRESENTATIVE IN WRITING PRIOR TO BID SUBMISSION AND WITH DS DOWNSPOUT RA RETURN AIR z 0 LL 14830 SW 72nd Avenue ADEQUATE TIME FOR RESPONSE TO ALL BIDDERS. THE OWNER'S REPRESENTATIVE WILL RESPOND TO DTL DETAIL RAD RADIUS C Q Tigard OR 97224 QUESTIONS, SUBMITTED IN A TIMELY MANNER, WITH WRITTEN CLARIFICATIONS FORWARDED TO ALL DWG(S) DRAWINGS) RD ROOF DRAIN 0 0 Co 0 BIDDERS. E EAST REF REFER(ENCE) .^- -■- (503) 232-9020 EA EACH REINF REINFORCE(D). REINFORCING r I- Fax. (503) 234-4763 10.THE EXISTING DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS ARE ASSUMED TO BE EB EXPANSION BOLT REQ REQUIRED Michael Crawford, President DJ EXPANSION JOINT REV REVISION(S), REVISED ACCURATE BASED ON AVAILABLE INFORMATION. THE CONTRACTOR SHALL, PRIOR TO THE START OF EL; ELEV ELEVATION RH RIGHT HAND EinkEi NAME LEVEL MARK CONSTRUCTION, VERIFY ALL EXISTING CONDITIONS, PROVIDE A COMPLETE FIELD LAYOUT ON THE JOB ELEC ELECTRIC(AL) RM ROOM ELEVATION lb ARCHITECT SITE, AND NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEVIATIONS OR CONFLICTS WITH THESE EMER(G) EMERGENCY RND ROUND allib b libDRAWINGS. ENOL ENCLOSE(URE) RO ROUGH OPENING _Imp lb SODERSTROM ARCHITECTS, LTD. EOS EDGE OF STUD S SOUTH lib No lib ___ www.sdra.com 11.THE DRAWINGS SHALL NOT BE SCALED. THE GENERAL CONTRACTOR SHALL REFER TO THE EP ELECTRICAL PANEL BOARD SA SUPPLY AIR64 bt 1200 NW Natio Parkway, Suite 410 DIMENSIONS INDICATED OR THE ACTUAL SIZES OF CONSTRUCTION ITEMS. WHERE NO DIMENSIONS OR EPDM ETHYLENE PROPYLENE SC SOLID CORE ��; Portland, OR 97209 METHOD OF DETERMINING A LOCATION IS GIVEN, VERIFY CORRECT DIMENSIONS OR LOCATION WITH DIENEMONOMER SCHED SCHEDULE B.5 GRID HEAD 0 (503) 228-5617 THE OWNER'SREPRESENTATIVE INSTALLATION. EQ EQUAL SEC SECTION Fax. (503) 273-8584 S TIVE PRIOR TO INS ALLATIO EQUIP EQUIPMENT SIM SIMILAR m AA Dan Van Calcar, Principal 12.THE DRAWINGS AND REFERENCED DETAILS HAVE BEEN DIMENSIONED IN ORDER TO ESTABLISH THE EST ESTIMATE SL SLEEVE a CONTROL AND GUIDELINES FOR FIELD LAYOUT. WHERE A DISCREPANCY EXISTS BETWEEN THE EX EXISTING) SPEC SPECIFICATION(S) EXH EXHAUST SQ SQUARE STRUCTURAL ENGINEER DRAWING AND THE DETAIL THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FOR EXP EXPOSED, EXPANSION ss STAINLESS STEEL 0000 KEYNOTE REFER TO T.M. RIPPEY CONSULTING ENGINEERS CLARIFICATION PRIOR TO INSTALLATION. EXT EXTERIOR STD STANDARD LEGEND ON SHEET FA FIRE ALARM STL STEEL Consultant www.TMRippey.com 13.DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED. FAF FLUID APPLIED FLOORING STRUCT STRUCTURAL 7650 SW Beveland Street, Suite 100 FE FIRE EXTINGUISHER SUPP SUPPLEMENT, SUPPLY Tigard, OR 97223 14.WHERE DIMENSIONS ARE NOTED TO BE VERIFIED IN THE FIELD (VIF) THE DIMENSION SHOWN IS THE FEC FIRE EXTINGUISHER CABINET SUSP SUSPENDED (503) 443-3900 FF FINISH FLOOR SV SHEET VINYL DESIGN BASIS, BUT MAY DIFFER FROM ACTUAL CONDITIONS. CONTRACTOR SHALL VERIFY THESE Doug Gannett, Senior Project Manager FFE FURNISHINGS FIXTURES AND TEL TELEPHONE DIMENSIONS WHILE LAYING OUT THE WORK AND REPORT ANY DISCREPANCIES BETWEEN THE DESIGN EQUIPMENT BASIS AND ACTUAL DIMENSIONS TO THE OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING WITH THE TEMP TEMPERED.TEMPERATURE 99 REVISION CLOUD AND MARK WORK. WHERE DIMENSIONS ARE NOTED "+1-" FIELD DIMENSIONS MAY VARY FROM THE NOTED FGL FIBERGLASS TG,T&G TONGUE AND GROOVE FHC FIRE HOSE CABINET TO TOP OF DIMENSIONS BY MINOR AMOUNTS. IF THE CONTRACTOR IDENTIFIES DIMENSIONS IN THE FIELD THAT FHMS FLATHEAD MACHINE SCREW TOC TOP OF CURB,TOP OF CONCRETE DIFFER BY MORE THAN 1" FROM THE +1- DIMENSIONS INDICTED IN THE DRAWINGS, THE CONTRACTOR FHWS FLATHEAD WOOD SCREW TOF TOP OF FRAMING SHOULD CONFIRM DIFFERENTIAL WITH ARCHITECTS. FIN FINISH(ED) TOP TOP OF PARAPET � LEGEND - MATERIAL FL FLOOR TOPL TOP OF PLATE CIJ CONTROL JOINT DEFERRED SUBMITTALS 15.INTERIOR DETAILS ARE KEYED TO THE PLANS AT TYPICAL LOCATIONS. TYPICAL DETAILS APPLY TO FLASHG FLASHING TOR TOP OF ROOF ALL LOCATIONS WHICH ARE SIMILAR BUT ARE NOT OTHERWISE DETAILED. THE CONTRACTOR AND FLCO FLOOR CLEANOUT TOS TOP OF STEEL SUBCONTRACTORS ARE RESPONSIBLE TO COORDINATE THE LOCATION OF TYPICAL DETAILS AND FLR FLOORING) TS TUBE STEEL w , Revisions FLUOR FLUORESCENT i i i i RIGID INSULATION jSTEEL SUBMITTAL DOCUMENTS FOR AHJ DEFERRED SUBMITAL ITEMS SHALL BE SUBMITED TO THE ARCHITECT OF INSTALL THE WORK INDICATED. IF DISCREPANCIES EXIST OR QUALIFICATION IS REQUIRED, THE TW TOP OF WALL No. Description Date CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FOR CLARIFICATION PRIOR TO END FOUNDATION TYP TYPICAL GRAPHIC SCALE RECORD BY THE GENERAL CONTRACTOR. ARCHITECT AND APPROPRIATE ENGINEER OF RECORD SHALL PROCEEDING. FOC FACE OF CONCRETE UON. UNO UNLESS NOTED OTHERWISE ' 116' IVO. SPRAY INSULATION .::,_ I GYPSUM BOARD REVIEW AND RETURN. THE GENERAL CONTRACTOR SHALL THEN FORWARD AHJ SUBMITTAL ITEMS TO THE FOE FACE OF FINISH VB VAPOR BARRIER BUILDING OFFICAL FOR AHJ APPROVAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL FOS FACE OF STEEL VCT VINYL COMPOSITION TILE DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND IN GENERAL CONFORMANCE 16.ABBREVIATIONS ON THIS SHEET APPLY TO THE ENTIRE SET UNLESS OTHERWISE NOTED. FP FIREPROOFING VERT VERTICAL ALIGN TILE , 16.ABBREVIATIONS CONCRETE MASONRY I\\\ PLYWOOD WITH THE DESIGN OF THE BUILDING. THE AHJ DEFERRED SUBMITAL ITEMS SHALL NOT BE INSTALLED FR FRAME(D). FRAMING VG VERTICAL GRAIN ALIGN DISCONTINOUS UNTIL THEIR DESIGN AND SUBMITAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. 17.WALL FIRE RATING INDICATIONS ON THE FLOOR PLANS SHOW EXTENT OF FIRE RATED PARTITION. FS FULL SIZE, FLAME SPREAD VIF VERIFY iN FIELD PLANES L_ CONCRETE BLANKET OR LOOSE FIRE RATING IN A PARTITION SHALL CONTINUE OVER DOOR OR WINDOW OPENING WHETHER OR NOT FT FIRE TREATED W WEST 1 r FILL INSULATION AUTHORITY HAVING JURISDICTION (AHJ) DEFFERRED SUBMITTAL ITEMS: THEY APPEAR IN PLAN. GAG GAUGED W/ WITH wro WITHOUT 18.IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY SIZE AND INVERT ELEVATION OF GALV GALVANIZED WC WATER CLOSET A. FIRESTOPPING, DIVISION 07 GB GRAB BAR, GYPSUM BOARD B. FIRE SPRINKLER SYSTEM. DIVISION 21 OPENINGS I SLEEVES THROUGH CONCRETE AND MASONRY WALLS AND CONCRETE FOUNDATION GI GALVANIZED IRON WD WOOD WALLS. OPENINGS I SLEEVES ARE NOT LIMITED TO THOSE SHOWN ON STRUCTURAL DRAWING SHEETS. WS WATERSTOP C. HEATING, VENTILATING AND AIRCONDITIONING SYSTEM, DIVISION 23 GL GLASS, GLAZING WWF WELDED WIRE FABRIC Stamp D. ELECTRICAL SYSTEM, DIVISION 26 19.ELEVATIONS ARE TO TOP OF CONCRETE OR OTHER HARD SURFACE MATERIAL. DO NOT SCALE GP GALVANIZED PIPE 0 DIAMETER NOTE:X*1= 18" MIN. 24" PREFERRED NOTE: X*1= 36" MIN IF Y*1=60'; x'1=42" MIN IF Y*1= 54" NOTE:Y*1= 54" MIN IF DOOR HAS CLOSER /10DRAWINGS. USE DIMENSIONS INDICATED. GSS GALVANIZED STEEL SHEET • iOD �Za GWB GYPSUM WALL BOARD fI GYP GYPSUM , 20.DETAI LS ARE INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING THE WORK. MINOR GYP BD GYPSUM BOARD Ji. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SHALL BE INCLUDED HB HOSE BIB PULL SIDE PULL SIDE --1 IcZ7 AS PART OF THE WORK. HBD HARDBOARD - r PULL SIDE POR'.•,.t: 1- 1'' HC HOLLOW CORE ` n , RENEWAL DATEQ _ 21.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND EXISTING CONDITIONS AT THE HD HEAVY DUTY ��, 12/31/19 (;� SITE BEFORE COMMENCING WORK AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO HDR HEADER n <11 1-8 E START OF THE WORK. IN CASE OF CONFLICT BETWEEN ARCHITECTURAL AND CONSULTANTS HDW HARDWARE ' 1,-6„ OF 0 HM HOLLOW METAL 5 � 3'0" L I, 2'-0" DRAWINGS, THE ARCHITECT WILL DETERMINE THE CORRECT INTENTION OF THE WORK. i 22.THE BUILDING SHALL BE PROVIDED WITH A FULL SPRINKLER SYSTEM COMPLYING WITH APPLICABLE 12,,,i **48" MIN IF : I ; 1'-10" , j.12"*I **48" MIN IF z -I 2-0" Issuance oCODES OF THE AUTHORITY HAVING JURISDICTION. � DOOR HAS BOTHr DOOR HAS BOTH H �m o I CLOSER AND \ CLOSER AND i-., 1\ a PERMIT ISSUE -IL- 23.PROVIDE PEDESTRIAN PROTECTION AS NECESSARY AND AS REQUIRED BY THE AUTHORITY HAVING " LATCH LATCH � ' Q *12" IF DOOR HAS *12" IF DOOR HAS JURISDICTION. T �__. __I BOTH CLOSER \ L J BOTH CLOSER PUSH SIDE d? oPUSH SIDE AND LATCH PUSH SIDE AND LATCH C 24.ALL CONSTRUCTION RELATING TO BUILDING, PARKING OR SITE DEVELOPMENT SHALL CONFORM TO -, w H x Date o STATE OF OREGON AND JURISDICTIONAL ACCESSIBILITY REQUIREMENTS. a w - co WALL MOUNTED EXIT 11/28/18 a < 1- � H cpw LIGHT g 25.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL 0 o w m DOOR PEEPHOLE TYP ADA DOOR CLEARANCES DETAILS. SPECIFIC NOTES ON DETAILS APPLY TO SIMILAR CONDITIONS UNLESS NOTED OTHERWISE I- ct W 0 w (U N 01 U O N). -1 o 0 1 V-8" It , 1'�" o DOOR PEEPHOLE 114"= 11-0" (ACCESSIBLE RM. ONLY) Project Number�+ 0 o DOOR SIGNAGE OE 806 26.WHERE FIRE RATED OPENING PROTECTION IS REQUIRED, THE FIRE DOORS AND SMOKE AND DRAFT co CONTROL ASSEMBLIES INSTALLED IN CORRIDOR OPENINGS SHALL BE TESTED AND LABELED IN (REF. SPECS.) ACCORDANCE WITH OSSC CURRENT EDITION SECTION 714. IN ACCORDANCE WITH THE REQUIREMENTS r / EOF THE LISTED ASSEMBLY, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE PROVIDED Ea . - ta Drawing Title N WITH EACH ASSEMBLY FOR INSTALLATION AND FOR REVIEW BY THE INSPECTION AUTHORITY. +� • 2"UNO z PROJECT INFO MIof \ a zcuop , LI 17 41 \ m -sr1 . -_ 0 , to o C�1 T \ J N r0 Sheet No ad c TYP ADA MOUNTING HEIGHTS LEVEL CHANGES 1- wa 0o u_ 0 1/4"= 1-0" 1/4"= 1'-0" G 11 . 0 1 .:_. _ . .. . _ ._ Soderstrom AOEFFICSF SHEET NOTES - FIRE LIFE SAFETY Architects FACTOR:100 PAINTED EXIT 2 OCC. EGRESS PATH EXIT 17 1. REFERENCE PLUMBING AND CIVIL PLANS FOR FDC INFORMATION OFFICE \ OFFICE ;r' l ° - 12 x.15" 2. ROOMS WITH NO TAGS ARE CONSIDERED'NOT NORMALLY OCCUPIED' SPACES. SEE • I I / FLOOR PLANS FOR FULL NAME AND ROOM NUMBER INFORMATION 1200 NW Naito Parkway, Suite 410 �` AREA;210 5F J -FEC-X(E) __._ =1.8"(36") Portland. OR 97209 AREA 104 SF , 13 x.15" 3. VERIFY ALL FIRE EXTINGUISHER LOCATIONS WITH FIRE CODE OFFICIAL PRIOR TO \ FACTOR: 100 INSTALL FACTOR 100 \ =1.95"(36") - 4. REFERENCE ELECTRICAL PLANS FOR EXIT SIGN LOCATIONS T 503-228-5617 2 OCC. � ,, 3 OCC. � ,, ` M ,,, A i 1T 7" r', •1/M� -IFEC X(E) F 503-227-8584 RISER RM/STO 12'_0" 51 �q77. AREA:104 SF ss I D j1t11 1 UP LEGEND sdra.com � _ I Iii[ , r-- - 1 r -- q- FACTOR:500 I �!�� up D/ 1�,i 10CC. _ •__ 2T-6" -1 AOniv r/ON i ° OFFICE I i i i ,6-, AREA:161 SF \ \\\\\\\ \\\\\ \ i \ /(--- . 1T'2" J FACTOR:100 OCCUPANT LOAD AT EXIT 8x.15" • )`' \ -'� .i �� =1.2"(36"}FEG-X (E) A 2 OCC, i f,- CODE WIDTH PER OCCUPANT \ �� ` Y L WAREHOUSE1 �� Fire Resistive Requirements for Exterior Walls based on Fire Separation Distance(Table 602) Assume'S-2' 60 x.2" BREAKROOM ° FEC- q p - _ „ �� '% AREA: 13513 SF M 20 36 \� \ \ `` _; \1_ , AREA:817 SF FACTOR:500\\:& /440 (E) Occupancy i �b A , FACTOR 100 Di qG Less than 5-feet: 1-Hour Not Applicable \ \- ACTUAL PROVIDED EXIT WIDTH 1 9 OCC. 28 OCC' °NAIL MIN CODE CALC EXIT WIDTH 1.1. q( 5 feet to 10 feet: 1 Hour Not Applicable\� ! I- •moi - , i �� °\ , ,_` " / r1r12 8,2 10 feet to 30 feet: 1 Hour Not Applicable 1111 �� 10 x 15" I I II ____ i more than 30-feet Non-rated 11 ��'1 �, =1.5" 68" ' o ated provided FEC-X \ 1 ��_' � • ( ) I I I i FIRE EXTINGUISHER SYMBOL CONTRACTOR TO VERIFY ALL LOCATIONS t ` 1 w L J ,_ �\\\\\\ I��\t !�I ill Uh OFFICE 12 x 15 Combustible Material in Type I and II Construction-Section 603 T WITH FIRE CODE OFFICIAL PRIOR TO INSTALL �`� , E) Li , EXIT Allowable Materials: Refer to Section 603.1 for list of materials. �._,\.1 �: AREA.93 SF _1.8„( ��) Fire-retardant-treated wood permitted FEC-X (E) `i `\t; ' FACTOR:100 �l - �` �' 1 OCC. FIRE EXTINGUISHER SYMBOL EXISTING z ; . ,�\\\ Chapter 7-Fire and Smoke Protection Features ___. t . Fire-Resistive Rating of Structural Members(Section 704): Q----> MAXIMUM PATH OF EGRESS TRAVEL NM \ 13 x.15" - -------.- ___7 12 x.15" Requirements(704.1): Fire-resistance ratings of structural members and assemblies shall comply with Not Required per Table 601 -,1 -- - \�` \ =1 95" 72" i FEC-X(E) =1.8"(36") this section and the requirements fortype of construction as specified in Table I� \ �\ , ( )� _ a' / 601 q p -••�--- 2-HOUR RATED FIRE WALL W • tt � 177 17 Exterior Structural Members Load-bearing structural members located within the the exterior walls shall be See Tables 601 &602 above provided with the fire resistance rating as required by Table 601 for exterior EMERGENCY PATHWAY LIGHTING PER OSSC 1006.2 %a Cl \ EXISTING 2-HR RATED EXIT EXIT (704.10) q NN\-\\".. SEPARATION WALLO bearing walls based on type of construction and as required by Table 602 for EXISTING OFFICE BUILDING exterior wall based on the fire separation distance. B OCCUPANCY S-1 OCCUPANCY Exterior Walls(Section 705): �U LEVEL1 Projections(705.2) Type I and II Construction (705.2.1): Projections shall be of noncombustible Not Applicable Ce materials or materials as allowed by Sections 1406.3 and 1406.4 1/16"= 1'-0" Combustible projections (705.2.3): Combustible projections extending to within Not Applicable Z 5 feet of the fire protection distance line shall be of at least 1-hour construction, Type #V construction, fire-retardant-treated wood, or as required by Section L W 1406.3. 0 Fire Resistive Ratings(705.5): Per Tables 601 and 602: where the fire separation distance is greater than 10 Not Applicable 0 ❑ • -•-- - •� feet walls shall be rated for exposure to fire from the inside. Where separation z / \ / distance is less than or equal to 10 feet walls shall be rated for exposure to fire 0) Et f 1 t from both sides LL L.0 STORAGE / ' Openings(705.8): The maximum area of unprotected and protected openings permitted in an Complies t.�:_ 0 AREA:703 SF � ' _ A exterior wall in any story of a building shall not exceed the percentages in (y FACTOR:500 N. FEC-X(E) Table 705.8 0 N 2 OCC. ` v Table 705.8 ❑ N- OPEN TO Z ' DN WAREHOUSE Max Opening area: 11111111 NI I I I I I I OPEN TO BELOW 1- ger 0 to 3 Feet Not Permitted Not Applicable N A WAREHOUSE -- ---- FEC-X\ BELOW \\ 3 to 5 Feet 15% / Not permitted in non-sprinklered Not Applicable lb.' to 10 Feet 25% 110% non-sprinklered Not Applicable 0 E 10 to 15 Feet 45% 115% non-sprinklered Not Applicable n/ \\ // 15 to 20 Feet 75% /25% non-sprinklered Not Applicable Ii _� \ / 20 to 25 Feet No limit 145% non-sprinklered Not Applicable L- W C J ❑ e c /x\ 25 to 30 Feet No limit 170% non-sprinklered Not Applicable W O NN / \ 30 Feet Plus Not Required / No limit for sprinklered Compliesi9 N / \ Z M Q _ / \ Fire Walls(Section 706): Not Applicable O O r rS (E) \ STORAGE / \ Table 706.4 Type Ill B(Warehouse)!VB Construction (Office)2-hour fire... 2-hr area separation wall V i AREA: 1401 SF / \N. -'-- FACTOR:500 / \ N- I- N` 3OCC. / \ \ • Fire Barriers(Section 707): Shafts (707.3.1) Comply with Section 713.4 Not Applicable \ OFFICE \ Interior Exit Stairways (707.3.2) Comply with Section 1022.1 Not Applicable, allowed open between N. �- FACTOR:100 �SF '' \\ floors ___ \ Exit Access Stairways(1009.3) limited to access to only 2 floors, no enclosure required Not enclosed 'to NIlb r 9 OCC. �� N N. \ Incidental uses Use table 509 (707.3.7) See section 5 above = �11Ib 11111 -� N.• I ---.,-.,-,,, , Fire Areas: Fire barrier separated use areas, use Table 707.3.10 Not Applicable �_� ti 1� 411.11111:11...4111.1.1:101> ' VIP EXISTING 2-HR RATED SEPARATION WALL Chapter 9-Fire Protection Systems 1 Automatic Sprinkler Systems m Type Required Sprinkler systems installed in accordance with 903.3.1.1 NFPA 13 Standpipe System Standpipe systems installed in accordance with 905.3. Class I standpipe system -stages greater than 1000 sq/f need class III stand pipe system 2MEZZANINE Portable Fire Extinguishers As required by the Fire Code, Section 906 &Table 906.3(1) Consultant Light Hazard Occupancy-2-A class minimum 10-B per NFPA 10 1116"= 1'-0" Max. Floor Area per Unit of A 3,000 sf Max. Floor Area for Extinguisher- 11,250 sf Max. Travel Distance to Exinquisher- 75 ft See plans for locations. Height Above Floor(Oregon Fire Code, Section 906.9) Less than 40 lbs-5 ft to top of extinguisher 48-inches max per A117.1-2009 More than 40 lbs-3.5 ft to top of extinguisher FLS OCCUPANCY SCHEDULEFire Alarm and Detection Systems GENERAL CODE INFORMATION PROJECT PARAMETERS Where Required: Manual fire alarm boxes not required if Sprinkiered throughout, Notification Sprinkler system installed throughout- LE VEL AREA NAME _ AREA FACTOR 1 OCC activates upon sprinkler waterflow(907.2.1). per NFPA 13 LEVEL 1 OFFICE 123 SF 100 12 Applicable Code: 2014 Oregon Structural Speciality LEVEL 1 OFFICE _ 94 5F 100 1 Code Based on the 2012 IBC Detection and Control Systems Fire alarm for Group E occupants requires voice/alarm communication system Provided LEVEL 1 RISER RM/STO 120 SF 500 1 Energy Code 2014 Oregon Energy Efficiency per 907.5.2.2 (907.2.3). 907.2.1 Specialty Code Speakers required throughout by paging zones. LEVEL 1 OFFICE 199 SF 100 2 Approved emergency power source required. Battery backup provided LEVEL 1 CORRIDOR 146 SF Fire Code 2014 Oregon Fire Code LEVEL 1 BREAKROOM 814 SF 100 9 Accessibility Code: ICC A117.1 (2009) Revisions LEVEL 1 OFFICE 88 SF 100 1 Jurisdiction: Tigard (Washington County) Chapter 10-Means of Egress LEVEL 1 WAREHOUSE 13469 SF 500 27 Plan Review Number: MMD2018 0045 Occupant Load Load Table 1004.1.2 (Multiple level exiting: only consider the occl load of each floor) See Fire Life Safety Plans No. Description Date LEVEL 1 OFFICE 161 SF 100 2 GENERAL BUILDING INFORMATION 45 Construction Type(Table 503 and Chapter 6): Type III B (Warehouse) Business areas 100 gross s.f. per occupant MEZZANINE OFFICE 816 SF 100 9 Type VB(Office) Storage 500 gross s.f. per occupant MEZZANINE STORAGE 1401 SF 1500 3 Structural Risk Category (Table 1604.5): RC III Calculated Occupant Load: See Fire Life Safety Plans MEZZANINE STORAGE 1703 SF 1500 2 Occupancy (Chapter 3): S-2, B (No change) Egress Width -Section 1005 ' 1 14 The primary building function includes warehouse(Group S-2) and offices(Group B) Stairways: 0.3 per occupant(1005.3.1) Not Applicable(sprinklered) INTERNATIONAL BUILDING CODE INFORMATION Other Components: 0.2 per occupant(1005.3.2) Not Applicable (alarmed) Chanter 1 Administrative Requirements 0.15 if sprinkled and emergency voice/alarm communication Complies Egress Plan: Required showing occupants per floor and room (107.2.3) Refer to Sheet G2,01 Door Encroachment: (Section Can reduce the path of travel by 1/2 the required width while swinging, may not Protruding objects comply with Exterior Wall Envelope Describe envelope to determine compliance with code(107.2.4) Refer to Sheet A0.01 1005.7) project more than 7"when fully open. Other features(trim, etc.) may project Section 1003.3(4 inches max) 1-1/2" max. each side. Deferred Submittals: Allowed if approved in advance by building official (107.3.4.2) Refer to Sheet G1.01 FLS EGRESS PATHS Required Inspections: Footing and Foundation Inspections(110.3.1) Not Applicable Stamp Concrete Slab and under floor inspections (110.3.2) Not Applicable Egress Illumination -Section 1006 PATH DIST Lowest Floor Inspection [if within a flood hazard area] (110.3.3) Not Applicable Required Illumination required at all times the building is occupied. 1 Footcandle min, provided %4%.1D A L EGRESS PATH X 8T-4" Frame Inspection (110.3.4) Yes Emergency Power Required per 1006.3 by batteries, unit equipment, or generator Not less than 90 minute duration Gypsum Board [only required for fire rated and shear] (110.3.5) Yes 5209 rt., FireFire and Smoke Resistant penetrations(110.36) Yes Areas of Refuge-Section 1007 Energy Efficiency Inspections(110.3.7) Yes Areas of refuge not req'd if sprinklered (1007.3. Exception 2). sprinklered J1t 'N CALCAR a Stairways-Section 1009 . Chapter 3-Use and Occupancy Classification 1009.3, Exception#1: Exit access stairways that serve; or atmospherically Applicable '., ' p Y P Y pP RCR� ��, 1 1' Occupancy Classification(Section Low Hazard Storage(See Section 311): Warehouse S-2 (No change) communicate between only two stories are not required to be enclosed. RENEWAL. DATE 302): 1/2131119 F Buisness(See Section 304): Offices B (No change) Exit Access-Section 1014 le V F o Table 1014.3: Common Path of Egress Travel : 100'(sprinkelered) Complies - Chapter 5-General Building Heights and Areas 6 Address Identification (Section Minimum 4" height. 0.5"stroke width, installed on contrasting background and Provided Exit and Exit Access Doorways-Section 1015 m 501.2): clearly visible from the street I roadway Number Required: 2 are required when occupancy exceeds 49 (table 1015.1). When occupant See Fire Life Safety Plans C (501.2) load is 501-1,000. 3 required (1015.1.1). Over 1,000, 4 required. Issuance .21 PERMIT ISSUE Mixed Use and Occupancy iZ Separated Occupancies(508.4) Separation of Exits: 1/3 the diagonal for sprinklered buildings See Fire Life Safety Plans 2 (1015.2.1, Exception 2) Occupancy Classification: Each separate space individually classified Not Applicable w Occupancy Separation: Use Table 508.4 (508.4.4) Not Applicable within the Travel Distance: B Occupancy with sprinkler system (Table 1016.2) 300 feet S Occupancy with sprinkler system (Table 1016.2) 400 feet Warehouse Building Date Lit Corridors-Section 1018 11/28/18 2 Incidental Uses(Section 509): Incidental uses listed in Table 509 shall be separated from the remainder of Not Applicable E- a) Fire Rating sprinklered S occupancy (per Table 1018.1) a) the building or equipped with an automatic sprinkler system, or both, in 0 Hour(1 hr w/out sprinkler) 0-Hr g accordance with the provisions of that table Required Width: Not less than 44 inches(Table 1018.2) Complies a) Accessory Occupancies(508.2): Accessory Occupancies less than 10%of the building area per story Office/Riser Rm < 10%of Warehouse cv Project Number j Dead Ends: 50 foot maximum length (1018.4) Not Applicable o 18060 a Chapter 6-Types of Construction Interior Exit Stairways and Ramps-Section 1022 inFire Resistive Rating Requirements(Table 601) Fire Rating: 1-hr<4 stories; 2-hr 4 stories or more (per Section 1022.2) Not Applicable 1 Type 1116 • C Q �, Structural Frame: Non-rated Chapter 11 -Accessibility I Drawing Title co Bearing Walls: Buildings and facilities shall be designed and constructed to be accessible in accordance with this code and ICC Complies O o Exterior(foot note f.g): Non-rated See Table 602 below A117.1 (2009) (Section 1101.2). FIRE LIFE SAFETY • 25 Interior: Non-rated I� co C Non-Bearing Walls: Accessible Entrances-Section 1105 PLANS & CODE Q o Exterior: See Table 602 Public Entrances 1105.1: 60% of all public entrances shall be accessible. No change in existing public SUMMARY N Interior: Non-rated entrances r as co Floor Construction: Non-rated J N Roof Construction: Non rated Class C (Table 1505.1) • O Sheet No s w a .co a w aG2 . 01 o I o - Soderstrom SHEET NOTES - DEMOLITION Architects 1. VERIFY EXTENT OF DEMOLITION WITH PROPOSED FLOOR PLANS. 2. PATCH ALL EXISTING WALLS AS REQUIRED TO PROVIDE A SMOOTH SURFACE FOR NEW FINISHES. 3. CONTRACTOR SHALL PROVIDE TEMPORARY PARTITION DUST BARRIERS IN 1200 NW Naito Parkway, Suite 410 ORDER TO MINIMIZE THE SPREAD OF DUST AND DEBRIS.AND TO PROTECT 1 Portland, OR 97209 ADJACENT SPACES. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL DEMOLITION MATERIAL. IN ACCORDANCE WITH BUILDING OWNER/TENANT STANDARDS. T 503-228-5617 4 4 1 5. PULL ANY DEMOLISHED WIRING BACK TO THE NEAREST JUNCTION BOX AND F 503-227-8584 CAP IN ACCORDANCE WITH CODE. 6. PULL ANY DEMOLISHED PLUMBING LINES BACK TO THE NEAREST POINT OF CIRCULATION AND CAP IN ACCORDANCE WITH CODE sdra.com 1 �...� 105 _ f 11D41___ rMI 6 LEGEND ,>,,.,0. .,,,,or-,,,,,,iO O,!,4/'1.Y " „-,--,,,/ :O'.Y .0,7-.4,-, ''DP A% .9® Gz,,,v e-40-/4 B/A,” ' /;/OO/4'/y/./4 y j WALL TO BE DEMOLISHED'/ / '/ /'i,/ '/ '/ i 'iv / / '/ 6 %/ /r/ / /// r, / '/ rJ///r %r74:/ ' ' ' ' ' ' / / / // „„;;;;,/-7)-://////„:".•, J / 11 / / / „ , / i /,' / ' ' / / / / 104 • pr /ii,1 „.„,/./.,./ �e' ',;• 103 /// /f/ ', ;0' ,, ;' ./�y/,. 103 /; EXISTING WALL TO REMAIN 105 #://///. ,, / // r // / / / / / // //','/ /' //J ,,/,'';•/ 101�G ;/// 1••/•� /'/ % r ,�,,'/,/,// �/,'//�,1// /,' FLOOR TO BE DEMOLISHED / /,.,,/ /, ,/,.O / ! // / // / // / f —J /F'%, ,'' �;/, /,, y ,'101% ,7/,:,y ';`%''';;/;'';'%'';;;`/;':'� y; /, // , /%Y / / Ci /, // , -' W 104 p'.;',''/; „J� ,,,,,/ /:///' / 0 .0•„•,;;/„'•. LOCKER AREA //:/:///1/ AREA OF NO WORK(NOT IN CONTRACT) PROTECT DURING CONSTRUCTION 1./ / /... / A / '/ '/ ' 1 /, /, 2 ''i 0`// '',', / // , / Ji'/ //', .00 w , 0. '/ 0 / //101',4 // -,,A rii,,;(%."' ,r,„ / ,, . .....,„...„ /I, ........„ / 0 105 .,/.../ / /;/' 103 /'/' p /.,„-:,,,/ //Ai % •'/ ,, J, ,, ,/ EXTENT OF WORK ,,,,,-, ,./.„ ,,,,,,„,„, '/ //' ' '/''r'/.„/' W' ,,J' 102 �' ' a 0 D , ! / KEYNOTE LEGEND c_' w MARK DESCRIPTION dd 101 DEMOLISH PORTION OF FLOOR SLAB TO ACCOMMODATE CONCRETE 0 �i Cr (N 109 '!/,'//,x/. ."/...";'.,' 0 FOOTING PER STRUCTURALLil CN / /' 102 (DEMOLISH RAISED PLYWOOD FLOORING _ I� % 101 /,, %% 101 or//A/7/'� 103 DEMOLISH PARTITION Z 109110 -. / 104 DEMOLISH PORTION OF EXTERIOR WALL TO RECEIVE WINDOW AND \ w FRAME C\I L. ,� 107 I 106 I 105 DEMOLISH PORTION OF EXTERIOR WALL TO RECEIVE THROUGH-WALL AIR {Z L. L___ r -_-�s CONDITIONER 0 - - --- -r '' ,' �I'' 106 DEMOLISH WINDOW AND FRAME A - -� r w �y - T' A1.i� �� 4s117ii� l f �J� 107 RELOCATE HORIZONTAL PIPEWORK TO ABOVE NEW MEZZANINE L W r n in / iL %/_ T r 10/F8/A.`� / A P %'r FLOORING. V J / // 111 �. LU I:t _q. 0.1 1D8 DEMOLISH WALL MOUNTED AIR DIFFUSER. 0 j J 109 WALL-MOUNTED WATER HEATER,VERTICAL AND HORIZONTAL PIPEWORK 0 0 e/. TO REMAIN-PROTECT. Z / ' :�. , + 110 DOOR AND FRAME TO REMAIN-PROTECT. 0 0 0 /" �' ''� 111 WINDOW AND FRAME TO REMAIN PROTECT. — jE � Sri 11 am N— H / //////;;1//7/1/7 //////////7// . , 1111 , lib 4//.// ..'Mg..: / / .........„... " � �� Iiii lb ,, J/,-,//,' , . 1.1"~�\ ,.,_, 1 1t.,I .... , .o a. NORTH LEVEL 1 DEMOLITION PLAN1 Os' 114"= 1'-0" Consultant Revisions No. Description Date Stamp 4".... 5209 J�• N' CALCAR olik1-3 POR F pI. 1 I" RENEWAL DATE 1� 12131119�� 2. e E OF 00 rj 0 �N V N C Issuance m 0 PERMIT ISSUE 2 c U a, Date c fi 0_ 2 11/28/18 i L Project Number 0 18060 Q 0 co -13 o_ Drawing Title or) n LO CI 04 0 DEMOLITION PLAN O r 47 CO c O W N 0 O N a- r N jl co :.J N O O Sheet No 11J .m < -I n a o Al L A1 . 02 SHEET NOTES FLOOR PLAN Soderstrom 1. REFER TO FIRE LIFE SAFETY PLAN SHEET G2.01 FOR CODE SUMMARIES. /\rc h I `e c `s ' 2. REFER TO SHEET A9.01 FOR WALL TYPES AND NOTES 3. REFER TO OPENING TYPES ON SHEET A8.01 FOR DOOR TYPES AND WINDOW TYPES. 4. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 5. ALL DIMENSIONS ARE TO FACE OF WALL FINISH. UNLESS NOTED AS FACE OF STUD. 1200 NW Naito Parkway, Suite 410 CONCRETE, MASONRY OR CENTER LINE(CL), Portland, OR 97209 6. DO NOT SCALE DRAWINGS. USE DIMENSIONS INDICATED. 7. EXISTING STRUCTURES ARE TYPICALLY SHOWN AS SHADED ELEMENTS. T 503-228-5617 e. F 503-227-8584 4 4.1 4 4.1 sdra.com 24'-2 3/4"V I F 24'-2 314"VIF 14' 1314" 9' 11" y- I I LEGEND - FLOOR PLAN 5'-0" 1'-10114' \ / ii SIM 203 j 3.02 213 W1 ! I <© I A3.02r •`© O PARTITION TYPE PARTITION FIRE RATING: ( \ • 3.02 ' I , 10 r BLANK NON RATED A�� Y _r , / 4'7 //// /._ r %/�/�I�!I/" S SMOKE 1 HOUR RATED. ,:, r • — — A t s — — PARTITION FIRE .1 1 HOUR RATED. � ,� r . ! f I „� / i Zv \ RATING 209 NI 'r. 03 A 7.n `-I 214 I 1 203 / m: 2 2 HOUR RATED. IVM 203 I XXX R PARTITION HEIGHT; I BI01 I BFB I 214 V^ / © PARTITION `� W1 209 I / • / ACOUSTIC BLANK WALL TERMINATES 6”ABOVE FINISHED CEILING. OFFICE / / RATING A BOTH SIDES OF GYP BD TO U/S OF DECK --� 1 �-{ 209 133BONE I 206 I 1 OFFICE , ; I PARTITION XX PART-HEIGHTDWALL HEIGHT(IN INCHES) DECK c'? Al 134 s�`!� I 202 I I - I HEIGHT 1 202 PARTITION ACOUSTIC RATING: "' 213 ¢ �/ 214 1� BLANK ACOUSTIC WALL; SOUND BATT FULL CAVITY WIDTH,TO HT OF GYP BD (INCLUDING ONE SIDE GYP BD)WITH FULL PERIMETER SOUND — 209 STORAGE 212 , r SEALANT EACH SIDE OF WALL. LLI F01 /+ 136 /� XX ACOUSTIC WALL; SPECIFIC STC RATING. CI 0= cor T c•., is - - N NO ACOUSTIC REQUIREMENT 2,� k I,I c„ I +I 8'-8 718" v 4'8"1 .1 9'-1 112" e / B01 4 Al N I 201 208 (-. '� EXTENT OF WORK W o "' W1 OFFICE /� ' 5 IL , ` Ce �` 209 I 132 202 / a, I A • 1 209 _ N 202 I I � � / N ' j LI AREA OF NO WORK(NOT IN CONTRACT) f , PROTECT DURING CONSTRUCTION Z 206 \ A132 213 206 2" { 203 1 z? / 203 �, I �� S I "1,1:://;;;# w B 1 _A. fi I 1 � A134 1 B01 e /fa': ' I J 2„ Ao 2" B01 0 �`�t 7 ' ` ; I212 I 214 ■r �, L AI A131 `-�� ' i r, I tea- --,1 1 >- i 1;i I - C_ w I 206 I ` J i i CL CORRIDOR i i 1 i « it I / (V LL i - ._ .. 130 i I I I I OPEN TO BELOW DN M OPEN TQ BEUOW ! Q N I211 -40 / KEYNOTE LEGEND °o dA ;� / / W RISERito 13RM 1 �_�—_t_E._E._r_�� - _ !' I i i I ❑ MARK DESCRIPTION A7 01 L I �� 201 PLYWOOD FLOORING ON WOOD JOISTS. REFER TO STRUCTURAL I STAIR AJC 4 / t Z AlA _ 1-8114" L I 135 ZAIZ ii I 202 RESINOUS FLOOR FINISH OVER EXISTING FLOOR FINISH �/204 I B01 / - i/ I 214 212 / 203 EXISTING STEEL COLUMN TO REMAIN-PROTECT -I--+ N Et Al , 207 v =� i N- 204 WOOD COLUMN REFER TO STRUCTURAL ., 210 ■� 4 - �„ I I 214 I "' 205 INFILL WALL. 0 B01 A �_ I `�,�.� !. ._� ' - Ai206 DOOR AND FRAME ASSEMBLY. SEE DOOR SCHEDULE SHEET A8.D1 FOR MORE al cueT' f %'/ INFORMATION. 1- W' � vi �� //• /+ .i r ' o �� i i ��or � - �� r y rArrs7,, 4, AiIll r r �'%206 / �� i - 0 11 A. '215 I ` / , 1 208 GALVANIZED STEE207 EXISTING DOOR OL CHAIN N INK GATE.T A� Sr 209 WINDOW AND FRAME SEE WINDOW SCHEDULE SHEET A8.01 FOR MORE Z j /ir , I1 �` •!• INFORMATION. ,,, / / 210 EXISTING WINDOW TO REMAIN-PROTECT .a e • 211 WOOD STAIR AND RAILING. SEE A7.01 FOR MORE INFORMATION. r Od ' r% S1�r 212 WOOD RAILING, PAINTED.SEE A7.01 FOR MORE INFORMATION. " �►�`" r ��slel "' 213 THROUGH-WALL AIR CONDITIONING UNIT. REFER TO MECHANICAL • 1! / �� '� iir -r--71 �� 14 214 TOEBOARD. SEE A7.01 &A9.01 FOR MORE INFORMATION _ 2 rJ�I�I1 .rim �- �I� oi �� / Ad ' A 11 0 . I. Ii. NIlb pr 0 API.5 A //fr" ,'' A , A , ,..,,,..... , ..,,..,. , „ , ..., „ --7----, / , , / ., 0 , EA , / //1,” , A . 1.-... ,A.,1 1 I I I I m NORTH NORTH Consultant LEVEL 1 FLOOR PLAN MEZZANINE FLOOR PLAN 1/4”= 1'-0" 1/4"= 1-0" Revisions No. Description Date Stamp 4% D Akr JI -B; N CALCAR POP.A.� . I I',tf) ,,�� RENEWAL DATE&' ' 1�� 12131119 �� E 4F 6 O U 6 C Issuance C noO a) PERMIT ISSUE LL C a) U Date 0) c 11/28/18 0 2 E g L ai Project Number C O 18060 O CD O co • i)‘— < Q a m E Drawing Title 0 0 FLOOR PLANS N O O co C OC N 2 O N co • r J � = O SheetNo a -'e- 0_ w E Q -TSI. C L o0 A2 . 01 Soderstrom ... KEYNOTE LEGEND Architects MARK DESCRIPTION 301 ALUMINUM WINDOW. SEE WINDOW SCHEDULE SHEET A8 01 FOR MORE INFORMATION. 1200 NW Naito Parkway, Suite 410 302 THROUGH-WALL AIR CONDITIONING UNIT. REFER TO MECHANICAL Portland, OR 97209 T 503-228-5617 F 503-227-8584 sdra.corn 4.1 44 EXISTING WAREHOUSE 1 BUILDING TO REMAIN 1 1 1 11 11 i I I i r 1 1 1 l l I • 1 I ! i 1 1 !II Ili Ili . 11 i l I I I• { f i 1 I I I ' EXISTING OFFICE BUILDING I 1 1 I TO REMAIN --- - -- 11,111,11111"111111171,, I • I • — ..— ;' li"a Illl,llr IIT fill!`III' I1 I 11,1,11 i1 ;j�� 1 1 1111 t; iii I: 11 I' III r II II Ilii) r — '.,�' II ii' ,!i:;; ,1 _ I.I .,1,1,1 lirr. -, :i 111:!I 1 1 i 1 1 1 I III II111 I III ii• 1 r1, ii T.O. FASCIA :I I -I:1 .� _ [ ill 1Ii Ili I ii li I f ;! it I .?1 II .11 .I j' •, i I; is II° II. I- I 1. 111 It i 11€ I 1 lE l II • 1 ii I L 1 l 117'-11 11211 a r I''i 1: I L— , ,I l I u , I „ 1 :! 1II i[ fl•::: i ,.I, 111 III i 1! 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I ! 1: 11 O I I'I I 1 I II 1i ; I II: 1 I :I `I .i II' -1 '�I I i-'i 'I •i 1; Ei n II'''If- ,I ,I,,111 -1hill Iii: If , i' I; I I. „1 II :I II I ::I i I I .I I 1 li �I _ I ,I I: 11 I II I I li' Ii I 11. .I, I' �- I I'' •I 110'-D” i - I I -I .iil° :I !1 :;i `I E I , 1 II .I• ii,' � i' :111! 1 :l. I. 'il :I I' . 1. i• i� I 1iI q jii I — UJ :I : , ' Ii. I I' �I Ei MANlNE i I !. I- 1 I I L1I :I : f 1.:I 'I I i{ I 11 I 11 'I .Ili- f I 1 ,.1 I I I :I �I 'i li, 1• Ili 'I: I II,! I. I I II I t' II- 11 ,:� I HI "1''� i 1i , :1 11 I:€ , I i !I .I I if 1 :;11 1 I i _ !I I' it I I' is I' tI ,I I. �- I 1 I 'c. u 1 1I :i. ii _ 1`1 I sl If I 1: •11 I I ,il ,: . - 111: i ilI Ii' i k ' I 1 , 1= 'I_ - I1 : : hil :1II '�IIf: 111, _____: 1 I :I I I ii :I i L. ,I II, . .j 7 I i I; '1 11 s I�: ii I I 1 !.I I1 II {a I!. I:I I. 11:II - t 11 I II 1. I.!1 1- Ie'1 I II .II I I }i I 1:tI il' 1 II '1 I: :i i .:I ii. 111 i ,I :IIr 1 I•1 1. ., { I II!7 i°-!- r I �r i I I I. I II: !7 1I ,` � li1. .iIIi r`iI I .i! i' I I. i II€I !i.. 1. I 1: li I'i E.� :I ii'I I!! ,I,1 a I. I V II I I <[ ii I. 1 li III,. i I I :I I 'i t 1 .i. i 'I I I II i i If }I i I''. 1E �1.: ,l - , '1'' a - .. -I ;, LEVEL 1 I li :''IIII I �I 1= Il .11 i IIIIIIIIIII1i.,IIIIiIIII(IIII lI klli. -ill i I►uil I VIII:II IIIL. VIII:.III�IIII II IIIIIV:clic, � li €i Ill !: IIII II::. it�l .L I .:If l I �./11 I _ I I _ r ii.: I 1 � Oa'-0" Z I 30 1 oILL w o � NORTH ELEVATION Ix z Lil 118'1= 1'-0" .^ a > .71,_, O re QN o W ON � ~ Z � N Q N NCt Ct ix o a_ W O) ❑ a) W o - Z c� Q O 4 0 4 4 . 4 4.1 EXISTING WAREHOUSE Q,., r • BUILDING TO REMAIN i 1 N. EXISTING OFFICE • I I I i I l 1 �� 11 1 .1: i 1 I I i ! I 1 1 j i I 1 I i .! 1 1 i • • ., II. Nib BUILDING TO REMAIN I 1 I 11 1 I I i i I i i i i i i I 1 1 { I 1 i 1 1 1 1 1 1 , 1 1 I l 1 i i i i 1 i l I Ii 'VS 111b111, Illb 111111 11 I , i # I j I I i 1 1 j I _� III 11/0 , IIllb Ilk NW 1 1 I I I ! • I i I � I : •' .' 1 :i II I. 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I'1 I ,i I 1 :III :111 I d 113'-6" 1 I lit Ill I. ! '! I:. II ,i 1 il' I , I!, 1'' 1 .I , I I I I I • II I i P ,111 1 I i'.1!,' i f,.I - l` _I 1 l' I I in:: '' 1 ' :I { '.1 I:I I ! l i I 1 I Ip,. L. I '.,1 I 1,. I :I III I, I d I: II i. 1'! II • 'I - •i 1`1111 ill 1 Ii 1, • .I I1 i'• 1 I 1 i l 1f 1 i I: i[''''I 'i ° 1' { I • =:1 !',j I Ir. II' 1'11 I 1111 111- I. ' i I .: 11 1 '' I „ I �1 II'! 1.' -'' I' ,.i =Ir OFFICE MEZZANINE 1 i11 I li Ij 11 I l I Il € I I ll 'I I I i 1 :I 1 'I • g "IE 11 ".x'11 I `I I 'I I' ;, I II- :I '1' I 1 II 'I :I I I I I- ! i it .i.' ��I'I 1111 1, 1i' I VIII' 1 I It' I I liu 11 1 „. Iii," 1 I. 1. 1 11 III `il !E i '1 -i •I 'I :I :j 1 i i'' i ill u: 1' I 1 i i II. 11 n: I' 1 I 'j 'I' ! I 1 IIII r:, I I 1i Ii i s I rl 110 0" _ II li I "111,,1 it i I :, j ::I i ii I ,' 'i, I :III '1i li. 1.�, II•. .I •{ :il E �11 1�� :! 1. .'I 1: •:I , :i,- I ,i I _ I r It II ' 1'` :.I I •I ! 11 1.1 I 1r 1 I I I ! 'I0 :.I i u �1 a 'if 'I ,I I 'I r I'I 1 II:tII I. 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Il II 1 I I l I' I I 1i i 1 I' �i i , I• I I I I- 1 -I� :1 I i: :I i :1 � .I- I I I: �1. i:,1, ,Il! 1; 'E I I ii .1:: '�I .I. i it 1[ i ;i II +I I I I I I I. it ..I I! a Il I I�' I I 111 i� I ,S• I i ..,' it -I I I , i .,: I a '1 t I :I ii- I-' II' ! 1 I il' I i 1 II L .I i`. '111 i- i 11 ::} -i Il i I • ,' I, j , •le I. i I 1 1! I I ill =1 i I i , 1. •I i. 1: II. :1 II I' .11 13' ! I :, L- ;i i a 1 !I _li 'I i- I I 'I� 1' I. is a I 1I I I :Il i li' I 'i �I t I �/ 11 i i I„ 1: I ,`I �i I I i, .I :i J i° 1 it I I' r ::I �I _ I I I III i i 1. I I I; I II.i IL i I I 1: 1. I I I :111 II l 1 II� �I I� I II : I ', :II 11 I 9 .Il . 1 i :1 ;� ii: :I I':I II 1 1 L .I 3 I; 1 1 I., EE u'�i r :i 'i 11' - I I I. I 1 I 'I I I, i •I I !r' I� �i ;li I I I. I: I 11 ii 1�l I I !I° I 1: "T 1 1 I 111'11" I 1 1 'I' i' if: i ,I I 1 Il- :l: if I 1 .I. 1 I Ii. : :I I •I I� .1.I �i I 'I I .I :i i 1 II!' t 11 I. i. 1'1 ; I is ,.l i i'1 !j i I ' II LIj I 1, ,I. I it I 1 - I. i 1: II ,i'I 11 1 it ',II I i' ! .{ I i 1 ell I fl I'I , I I I: I I ^II: ,::€ i. ii IIi i l 1 ; I 1: Ii' I' l i II to 1' I II Ii` ;I I. Iii ! I I :I ii I• 1°i E. :;I 11 .I ` l i ik 1 LEVEL 1 i 11. .1 �i=1 it i- I I I. li 1 Ir i! I I.1: , I !I i. —, 1 111111. 1:I. IIII. k r I, I 11111: 1111 I _du°� iI ,:Ill 1111 . liii[ liil .1 II •11 I 1:. IS _ s l I _-1 —1 L Illu I _ I I,!!r I. . :i1. +,_.h IIII{ ,I Il I. '1 I I Ilii! -- — u�IIJ� 1:it ti_ - rLl kit 100'-0" $ — — — 2 SOUTH ELEVATION 1/8"= 11-0'1 Revisions No. Description Date B EXISTING WAREHOUSE A AA AA A B BUILDING TO REMAIN EXISTING WAREHOUSE I I BUILDING TO REMAIN � � Iii II I 11 I111 ;I I ! 1l`r �—� � ' 11 NStamp II` !Hill l 1 II, 1 I -----5i F; = : "` i .I liI I 'II,lil I it 111 II'i I I it 11 I i ' ,11 '' {' i III-. it , - II __�- t I 11:11;11h - 1' _•//•y i. III II 11; ;ill •q 11 ; II I 1,1 i.I I :iI w 'I I I �,, 1 !I I I��; _ I eA 'I I h 11 1 i I :I i I III il :I 1! f r- l it — , I `t t 1 1 I :,I Ii n1 I- :,II 11 - t ,r .';:i !I III' i I '11 1__ 1' -: PI! - _ LAT_ l 1: ::1 I, Ili :I'' I. :I I.-:i 1: .I 1' r .1 3iII Y '.'I'' i'II 11` -€1 ,II.:II II _,-I II 'I'', I I 1� i 1 E I .f'' i! i I I I' 1: 5209 1., ! l -, 1111 i I -II I III 1111 III - 11 ` II, �. I : EXISTING OFFICE !; i - I. :1 I 'I: ''I: .! 1 ii' i- !E r'EI lil. I c 1 II i I � I -.I:: u n :1 I [Li; 11�•, : -'III: f' • I I .i' i I r, .•;= l II � � I � 1 -{ 11' it '.i J I t i. : I;'; 3, I ': •,' ,I ::..r !,I ,.' i I ! !, .. , .:; 1 !1a I , ,i II ;IIII. :,I I I.: it �� II II I € I ' i{-I .III I. o, :I I_ ":i':• I: !.1 III l..:I - I. `! I ! ! i',111 �/• �. '1\ ��Lcfll\riil� I: I:'•; !I � ;! :; ..I : ... I 1 ;11 .. ,i I: � : ; I! I. � 1•� .I = 1.1.1:I, 1:BUILDING TO REMAIN I: 11. lu I I.'i1 I I 1 CII• h , IIII; 1 F. 11iIl :I,, Yilly- .u- ' � 11 �' III.1 I' iii 1111 y ' I I li'llI' ii 1 11 I. - 11 i. i d I I I?-11 1ill ..I .I ,tli '; - I! - 111 I11 iii ii' 1�I. I�'t �:li I I ' I - II I• cl' !I �i it .II .:I I: •i` ,I I !"I�f1 .: , I: IE 1•I.�; I a I i I- it 1. i' i•i l�'::1I �, I I. i I. I', I. li I 11 'll , ,I 1 I ! .i } II li 1 I I li i k i... ;1 II :! 1 :: :: I � I i� 1: 11 1 I I:' ,'i i '- ! i. I n k :II ., 1 :.. :I -I- 1 ff :) l:I I I I I I II I' il:Il: { II ,IIu. I. II.- � 1,I. I i I i:I I- I 1, .II. I', '.I 'i I� .I 111 -6 'I '€ il' GT.O. FASCIA r.1 1 I� 1. i�• I• I. �� ii- ''-E -1 ,. I ,.1 i i Ii 'i ,III! :f: I,. ..I- '1 .Ii'I is I.i I i {I: I.11I {_ 11 II I i !€ :1 11 , i1 li 'i+ 1 Li'a i'rIIIIi k 'III` : ,: l IL'111111111 1111JII:ill III.Ililii11 :Ilillllliiil'II I II ! .i { 'I Ei' - it I:I! I iii .III 1 I I. I. I LL I .: I I l 1' it ! 11 _ I I 111 I I ! 1 I' Ill ,.I. II 11. I ..Ili= .I:r II I I I, I ,} I• II If1 1 ;1 1!I: -.kl: I 1 1 1 1I I. 1 1 I '.iII- ! II 1 ''..11 '1 •'E I. . 1' 'I' �I II �i .I: { I .I I1' i 1 7'- 1 11 't • -II� -li I- �I lliI 1i I1 1'.. I li �^j �€- 1.• I E II 1 Ili ti. 1f i1 I I I EI 1:, �11 1 2" ., 1� 1 !I I' 1 I I Ii POR ,:Ii' I it :I! 'i I1 ! II 1' 1 Ii - II '! I II 'r' A Iii: r II ,tkl- li' Iif fl. EI I 1 I ,!1111111.1 .1 :1 :I �1( 1I I' I. I I.1. F 1: III � _.. _._ , (�"Illlul II Ill I'1 [il 1 li I, I! 11. it: I. II ,I1i. l j ! 111 ,, I 1 ,: II I. ill 1 1 I1 RENEWAL DATE'.E 1 I. I. II :if II. ! I I;III' I ' :1 _ I' I' I ,''ij1lIIi; II' -1: M1`1 l•' 1 I- - :: I !,I �I1 ;,; I I1 , I' Ill: •Ii I.l: I] ' II: ;�I1 Vis i II' 1, ll ; 11 I: 111 I 1 i' 11 1 I 12/31/19I: I1jr.+ il ' 1 ;;- i I 1 , ` Illy, ,II 1I��Ii1 IIII'II !TI' 1 :i I 1: i 1. _ T.O. PARAPETT.O. PARAPET - — ---- '� u: �I II i',1I I i :, i�I l ; 11• - - J li II ,,,, :: if I ! I I Il II I :k i I ,I �1.1 it :I ',':i ''1'i , , : 111'., I , 113-6" 1� 113-6" I I i' I I I I j: O II •� , 1. I oI ! :1 1; 1i' I p.. I 1, i , I l! II, I 1 11q Ii I I' 1 I� I OFFICE MEZZANINE OFFICE MEZZANINE I I l I i '', 1I 11 l Iii i,l 1,; tl 'I 1 I: 1. 1 • € — — O E SO 11 II' i 'i • ",1 1., It 'I III 1i.111 ii 1 111 I !I 1.1 :.I : + I I : 'il •I ' '''I IIII !':II 11 lI i , u a 11a'-o' — — 11 , ;1 1! 11 I , 1 fi ' 1 ;; i I 1 % 111 l li: 1 I,I I �� Ir ll !1I I• 1 :.1 1, — — 77 110 0 II 1. Ilii II1I�IIIIII 111 ,1 1 it I'' II°I I i'' 11 I.'..;.IiI i -ri' 1', I: I. it .. ,i, :�: „.., Ii , I; a :�' --_ II MEZZANINE I I I Ii 1 i ''I li 1 III '!„l I II 11 I I '` I j 1 Illlilfllllllllllfiiliill lI 1 . l 1 a 302 +MEZZANINEo Ci ! :1!1 II1111 ll l lll II1, li II 1 I .I ; , 91111. llllll k C 1 os'-u” $ III' it _ II 1� •1 ti II 11! III !l l Ii!_-11 I 1.1 II.j 1' it I;.:jj -1 ' I,p I'I 11 1 I i' 11 1 I i' HI. r-i III t1 ot�'�" Issuance t4 II .1 I' :qjl 1 1!' I ! ! :I :I II ii I Q li''1 '{ I I sl II I 11;,j :, II if; I { : 3 I ! - i I li` ,1 I I 'i I i 11111 , 111 #EI I I11`:1 I I 111 1 II'11 II ;1 , ± I , I ► ,11 , 11 , 301 "I' l; I1''' I1 PERMIT ISSUE ii: I%;I jil !:I i { III IIi j r"II, :I li:f i'1 � 11 Iii ' I1 1 Ii: 1 1 �,: I 11:1 I' .,IIII it I! 111:. ;il 1 Ilii 1 i I I I' •II '•!1:! w LEVEL 1 I 11 • I (,, 'I 11 I I 1, i I I!i1 .Liii 11 I'1' 11111 1 11 " M ■III , 1 ■ �■ — LEVEL 1 v IOD'-a'� . . — • 1 301 I 110010'. 6 1 EXISTING OFFICE BUILDING Date o TO REMAIN 0_ 11/28/18 L EAST ELEVATION WEST ELEVATION `,5 1/8"= 1'-0" 118"= 1'-0" Project Number 0 E. 18060 Drawing Title o CO 0 EXTERIOR CO z T � ELEVATIONS N 0 O N Ti-, W N M c) U c\1 p Sheet No 1— .—• QA3 • 0 1 -c LLJ 0 LT_ a. .9) Soderstrom KEYNOTE LEGEND Architects MARK DESCRIPTION 401 PLYWOOD FLOORING ON WOOD JOISTS. REFER TO STRUCTURAL 402 EXISTING STEEL COLUMN AND BEAM TO REMAIN-PROTECT 1200 NW Naito Parkway, Suite 410 403 2"GAP BETWEEN EXISTING WALLICOLUMN AND NEW WALL. Portland, OR 97209 I 404 PAINTED GYPSUM CEILING -- I 405 WOOD STAIR AND RAILING. SEE A7.01 FOR MORE INFORMATION. T 503-228-5617 406 WOOD RAILING. SEE A7.01 FOR MORE INFORMATION. F 503-227-8584 407 GALVANIZED STEEL CHAIN LINK GATE. 408 PAINTED GYPSUM WALLBOARD 409 RUBBER BASE sdra.com 410 PAINTED WOOD TRIM TO MATCH EXISTING. 411 TOEBOARD. SEE A7.01 &A9.01 FOR MORE INFORMATION. AA A I I 4 4.1 . 1 ___-------- orir _L ___---- - : -I __-_----e ___ ____ ____ _,_ ___ _ LI = — _� J LLI ,---------- rojir // //// // ////// 402 �:- 02 I 402 / �� / W, 406 407 ' ///,/ 402 406 0 ix / 406 SIM / 1 / / /, 13 V A9.D1 , ., 401 ` 0°A 411 I /- CSIMMEZZANINE .~% I 4 I /// �/A411 MEZZANINE 411 -% 401I E \ I 108'-6"* -1 I i r . f _ W 108'-6"� SIM I ' - � % / L , � Q 0 13 / // / // ./ ///// .// / / ( 13A9 01 r' \ 404 ` A133 \ 404: 1 , 403 411 \ 404 ;� 404 A134 411 JIl�� O J e • 1 1 , ,@ 403 V — a W 4- 408 I# N II,�J 0 414 408 408 IYI/ 0 N �_408� ii F1• I1 $ I— 0) I 408 I 410 I 410 li$ Z L LEVEL 1 i LEVEL 1 1 I ' i � / N Li�// 100'-0" - \ ` \ - - 100'-0" - - \ \ - LJ. (73 409 J 410 409 409 f 409 409 O 1 L W cn ❑ 0 W o Z co Q o O a) O PARTIAL SECTION BETWEEN GRIDS A & AA PARTIAL SECTION BETWEEN GRIDS 4 & 5 a 114"= 1'-0" Ira"= 1'-0" `1k lib Ilb lir lib lib Ilb lb lb lb Illb NO lb Ilb lb lb lb lb 'Vb 10011%-,,......04.17.4: 4111117 A AA Consultant I I e------------ - _____ . __ ________, _ . _________ ________ ______ _________ • _ . ____ __ . ____-________, --_____ ---______ ,/'' ____ _________,_____ //7/1 _____,________ ___________ _ =�_ 1 Revisions i No. Description Date / 410 406 jI / • I �.�.�, I[ -- ii • • -'''• Al [ I 402 4•�♦�• �♦�♦�+ iii MEZZANINE /1411 - =•• •��di - 1081-6" 11 IAi ne„ 0 408 �V WALL BEHIND Stamp 0 1• 403 �c � L4 1 405 I : I �Jr• r.52�� CALCAR C/ / � 410 I 408 LEVEL 1 - , PSR I ,,r, rR �', 100' 0" RENEWAL DATE .czt` 410 1 .�qj 12/31/19 4,c„..,), I I 1 OF 0 � c Issuance c PARTIAL SECTION ALONG GRID 5 PERMIT ISSUE O N LL m 114"= 1'-0" c ar Date m O 11/28/18 O P- a) a) Project Number C 18060 O CO 0 co Q• w Drawing Title N U PARTIAL BUILDING � O SECTIONS 0 C N 0 O N 6 II) ooP Q N Sheet No Q -c Q .07 Q w Q CD ll pU . A3 . 02 --- -. 1 SoderstromSHEET NOTES - REFLECTED CEILING Architects 1 REFER TO ENGINEER'S DRAWINGS FOR LIGHT SWITCHING AND SPECIFICATION, EXIT SIGN LOCATIONS, AND ELECTRICAL AND MECHANICAL SYSTEMS. 2. REPORT TO ARCHITECT ANY CONFLICTS BETWEEN ELECTRICAL, MECHANICAL. OR 1200 NW Naito Parkway, Suite 410 I STRUCTURAL DRAWINGS AND THIS LAYOUT. Portland, OR 97209 3. ALL VISIBLE STRUCTURE, DUCTWORK, PIPES. CONDUITS,AND OTHER ASSOCIATED COMPONENTS NOT FULLY CONCEALED BEHIND A CONTINUOUS CEILING TO BE PAINTED. 4. ALL LIGHTS AND GRIDS ARE TO BE CENTERED IN ROOM, UON. T 503-228-5617 I F 503-227-8584 sdra.com 4 4.1 LEGEND NNN, I • 13"\SIM X'X" FINISH CEILING HEIGHT I I '9.0 603 I 603 • AA - - - —1 - I— --roil - — GYP BD CEILING 1 SOFFIT 602 , 602 I OFFICE 133 .j SURFACE MOUNTED -1 ! LIGHT FIXTURE SEE ELECTRICAL i❑ / J — . 601 W :.. 1 0 RECESSED DOWNLIGHT-SEE CI 603 ` _ ELECTRICAL • SIM / • O 13 / oPENTo/ .BOVE/ 9.01 L �� W• I E EXTENT OF WORK IX • • fi02 �� 1 • // LL OFFICE . 1/" ..I 132 f 601 AREA OF NO WORK(NOT IN CONTRACT) L • • • PROTECT DURING CONSTRUCTION LLJ : . O TT1az _ ct 112 a �..�..� • 1 r . . . . KEYNOTE LEGEND o oC Q c� 1 N--{ 604 7 1 : . CORRIDOR _ _ W N I I — — 130 - _ MARK DESCRIPTION O ❑ �. 11 STAIR A - - 1 601 PAINTED GYPSUM CEILING WITH BATT INSULATION BETWEEN THE CEILING a I— Z c5) 135 - - _ AND ME77ANINE FLOOR ABOVE. L II —_ 601 I602 LIGHT FIXTURE. SEE ELECTRICAL (V RISE RM _ i w 131 / 603 2"GAP BETWEEN EXISTING WALL/COLUMN AND NEW WALL/CEILING11 / a--+ I1 604 EXPOSED WOOD BEAM/JOIST. SEE STRUCTURAL ce O • I1 F602 ! _ I 1 602 SIM //1L W V) 0 I 603 • r 604 °9 01 . �/ 1..1... 5RZ A - — - Te 797.at 12 rd or 4 Ow r A go i r. ,,,A. rrer,,,,, #7,91' AV Alf ArZ mr Asp _ ___ e p„... /7 1 ._ _ ..71- ...... (:).. 0.. N---- I-- EXISTING , CEILING TO 4EXISTING CEILING TO REMAINREMAIN% $ 0010121/ r (6 • EXISTING�/ CEILING TO �� ND_ REMAIN!: 'Mb Illo lb 'Illk _r_ _ roe 10 vrAff442 rv. .. -1 -.' -T•"• • :-. fl ./- ei 11,4,4f; ''' '''''' ' .' A le ID /el / 0 Ili 'lb NI ol; 0 A 0 4000000.1 .10.724%• U— A � I I I m 0 d . Consultant LEVEL -I REFLECTED CEILING PLAN 114"= 1'-0" 1 Revisions No. Description Date Stamp D Ake N, 5209 I,. . M CALCAR tp POR'`. .1. I• r, RENEWAL DATE,& .�?,� 12/31/19 .„..., 3 E 1 OF 0 0 U Ei 6 Issuance c 00 .21 PERMIT ISSUE LE 2 • U �, Date c 0 11/28/18 Q `v 0 so Project Number O 18060 co co a Drawing Title r> LEVEL 1 REFLECTED ▪ b c3 ❑ N .115CEILING PLAN O 2 N o O N▪ N r Q7 0, U o = O f-- .J Sheet No fl W Q A6 • 01 o SHEET NOTES - STAIRS Soderstrom 1. STAIR TREAD WIDTH,TREAD DEPTH, RISER HEIGHT AND HANDRAIL ARE IN 1\rc 1 1 I ticts ACCORDANCE WITH OREGON OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIVE RULES CHAPTER 437 DIVISION 2 PART 1910 SUBDIVISION D 8'-8 1/2" 9 3/4" SECTIONS 25 AND 28. 91/2" 12" 1200 NW Naito Parkway, Suite 410 11 EQ TREADS @9.5" I L s_- 1 TYP. Portland, OR 97209 -:',''''-, - RUBBER STAIR TREAD WITHOUT INTEGRATED _ T 503-228-5617 RISER 1 3/4" 1, F 503-227-8584 .. I/-1 3/4"PLYWOOD TREAD •� WOOD HANDRAIL • AND RISER `I oo • ; _ I N a 318"DIA.VERTICAL SUPPORT co WELDED TO WALL PLATE OR SUPPORT POST M IAND PIPE FLANGE 7.01 i C i4,-----„....______„, 1/4 X 3 DIA.STEEL i h : WALL PLATE - 1. L -L -L I L • ... PROVIDE BLOCKING ill '- WOOD STRINGER, AT EACH PLATE I - -- ,` SEE STRUC - - WALL TYPE PER PLAN W STAIR A LEVEL 1 FLOOR PLAN STAIR RISER HANDRAIL DETAILCD 1/2"=1'-0" 1 1/2"=1'-0" 3"= 1'-0" O E w IX 0 z v' W 1,-0" a D •' .i O E c3) ce c UJ F p > N \ SIM O 6 o W Q 1%**1 � Q N L 1'-4" y 1,-4,, 1,_4.„1,_4.„ ,� , Cl ' 3 x 4 WOOD HANDRAIL 0 MEZZANINE . . I I \ I• - - 1 / HANDRAIL 108'-6" I 1 N. _ • L URI CD a srM : 7 X\ a) W cp W - 1 x 1 WOOD --- 1 x 1 WOOD BALUSTER O O co \./ ^ BALUSTER L.J.. a r I— } a� 3 x 3 WOOD POST M WOOD MN. ce �- r = I . 3X31. POST .. Illk'11. Illi Nib 111Ib a . .. Illi w NO \It 41110i, r . . . . . .. vl*�1 i x 4 WOOD 4.00000010.,164110 A7.01 / TOEBOARD 40010.111. 11, 1i . 1 x 4 WOOD TOEBOARD ti a. ME NE 'I''-"----T _ o I . .. . wlm LEVEL 1 ( .. : . - �� - , 9's"----„ GLULAM BEAM, Consultant 100-0 . .. . REFER TO STRUC 8'-8 1/2" 9 3/4" J 11 EQ TREADS @ 9.5" I _ 4STAIR A SECTION PARTIAL RAILING ELEVATION RAILING SECTION 1/2"= 1'-0" 1"=1'-0" 1". 1-0" Revisions No. Description Date _ Stamp AVID Aifich, 5209 1460•41. CALCAR pPOIl• '\ 2/31I19# k41 'i'. int t, RENEWAL DATE, ?J 0 0. L L Q} C Issuance PERMIT ISSUE L U 6 Date C Q 11/28/18 iiim 0 wProject Number 0 b. /� 8080 0 L.0 a co co CL Drawing Title ch U in 6 Cl VERTICAL co c CIRCULATION 0 L O N = O - Sheet No Q -ED w x- -17 ~¢ -In n LT_ c.) A7 . O1 OPENINGS SHEET NOTES - Soderstrom 1. "SAFETY GLAZING"SHALL BE PROVIDED IN ALL"HAZARDOUS LOCATIONS"DEFINED IN Arc h itects OSSC. DOOR AND FRAME SCHEDULE 2. T ON DOOR/WINDOW TYPES INDICATES TEMPERED SAFETY GLAZING. 3. VERIFY IN FIELD ALL ROUGH OPENING DIMENSIONS. 1200 NW Naito Parkway, Suite 410 DOORS FRAMES Portland, OR 97209 OPENING SIZE I FIRE RATING MARK I WIDTH HGT. 1 TYPE MAT FIN MAT FIN HARDWARE LABEL(MIN.) NOTES T 503-228-5617 A130 3'-0" 7'-0" 1G 1 WD 1 STN 1 HM 1 PTD 'EXIT A131 3'-0" 7'-0" F (WD 1STN 1HM 1PTD 1ST I, REFER TO 2" 71/2' L_ ABBREVIATIONS F 503-227-8584 A132 3'-0" 7'-0" F 1WD STN 1HM PTD 10L PARTITION TYPE' VIF sdra.com A133 3-0 7-0 F IWD STN HM PTD OL I ALUM ALUMINUM A134 3'-O" 7`-0" F 1 WD STN HM PTD OL /1 GL GLASS \1,J HM HOLLOW METAL IG INSULATING GLASS \ - EXISTING METAL LOCK • PTD PAINTED PANEL ST STOREROOM LOCK SEE DOOR SCHEDULE SEE DOOR SCHEDULE 5'-0" L 5'_0" \r,,,,,,./....- / EXISTING Z-GIRT SIN STAINED WD WOOD ''rI i SELF-ADHERED 'h `. ti _ ♦ - �� WOOD CASING, i, MEMBRANE TO WRAP /� `�� TYP.ALL WINDOWS - -- FLASHING w /' w ,/// /' o ' IG-1 j 1 "a— a ��/ o GL:-1 -b4 GL 1 / . WOOD BLOCKING GLASS TYPES ,.'au � m /• '�'r— �E i�... SS FLASHING W/ GL-1 FULLY TEMPERED SAFETY GLASS u) ' T T Ne• HEMMED DRIP 1/4"THK a \� 0 6" 6" 'r-- — ,'I� \\\\\\\\ �.\\\ \\\\ \ 1 . IG-1 INSULATING GLAZING on. \\ a -y' , INTERIOR WOOD If' SHIM,AS REQ'D LU \,\\ LU �• m CASING AND JAMBti) ALUMINUM WINDOW 1"TOTAL THICKNESS \, EXTENSION _.. \`. .� \`. _N SEALANT WITH 14— TYPE"F" TYPE"G" N BACKER ROD FLUSH DOOR HALF GLAZED WI W2 W DOOR FIXED ALUM FIXED ALUM Q 0 DOOR TYPES WINDOW TYPES EXTERIOR WINDOW HEAD E 1/4"=1'-0" 1/4"=1'-0" 3"=1-0" Ce 0 z REFERTO L 2" L, 71/2" L REFER TO 11. ' PARTITION TYPE f VIF 0 Ei"E ALUMINUM WINDOW PARTITION TYPE REFER TO t SEALANT WITH T _ PARTITION TYPE \ i7 BACKER ROD E ilk4-_- a. > , iI SHIM,AS REQUIRED INTERIOR WOOD Q • CASING SELF ADHERED I MEMBRANE TO WRAP 2 W r a FLASHING Q z 0, a_ �i i SS FLASHING W/ HEMMED DRIP IC:\sj to-) - s ,c z-- 1X4 WOOD CASING WOOD CASING, -4F—.._„ _________ _ l' --__1CO 7 . NP.ALL WINDOWS �"''---- WOOD BLOCKING 7 1 INSULATION AT ACOUSTIC '-• --4410 j' WALLS WOOD CASING TO EXISTING FLASHING L LU V,! Q s _.\\ MATCH EXISTING,,,,r - - 'riTYP.ALL WINDOWS • -41110 ` ~ EXISTING Z-GIRT QJ —1 1 T- - 1 \ EXISTING CMU WALL O 1 3!4" SINGLE GLAZED =1.1 gist ,. ALUMINUM WINDOW ■^ • i ` i HM DOOR FRAME ` � EL a wr— 1-- VARIES ASSEMBLY Y I I - \c; .c! DOOR AS SCHEDULED s '1110 NO 5INTERIOR HM HEAD INTERIOR WINDOW JAMB / HEAD EXTERIOR WINDOW SILL ;Illo ..� 3"=1'-0�, 3,=i'-o" 3"=i'-o" ~ r) .I""ir a) 0 o. WOOD CASING 1/4" Consultant 1x4 WOOD CASING r.( ¢ 4„ ��— _ 1 ANDD MB EXIOR TENSION ON CASING,D � HM DOOR ANCHOR AT aw �� JAMB CONDITION o \ u)w w U z ` LINE OF EXISTING O DOOR AS SCHEDULED LL l HORIZONTAL Z-GIRT w � � HM DOOR FRAME1 \V\\A\ I Ai \C cc cr a 2X6 WOOD TO ATTACH TO o a I ASSEMBLY SINGLE GLAZED �� - 41 " EXISTING HORIZONTAL Z-GIRT cc z % __ __ N ALUMINUM WINDOW N SELF-ADHERED MEMBRANE O u_ � :,- MIMI _ WRAPPED INTO OPENING _` • cn WOOD CASING ` < --'''li, 'w i SEALANT WITH BACKER ROD a -� -.,, TO MATCH EXISTING,TYP k,�\��\\`� 1/4" I SHIM,AS REQUIRED Lli I ¢ ill INSULATION ATI BLOCKING.FILL VOIDS WITH N w 8I ALUMINUM WINDOW Revisions o ua ACOUSTIC WALLS LOW EXPANSION FOAM. . r > z E _= CONTRACTOR TO VERIFY " " U MFG. BEARING No. Description Date 01- <0 z 0 REQUIREMENTS. 1_y CAULKING SEALANT �.. \ / TYPICAL HOLLOW METAL FRAME INFORMATION: � •� METAL JAMB TRIM, 1. SEE WALL TYPE FOR STUD WIDTH SHEET MATCH EXISTING 2. FRAME THROAT IS TO BE SIZED TO RECEIVE FULL PARTITION COLORMETOL PANEL THICKNESS UNLESS DETAILED OTHERWISE. 3. FULLY WELD FRAMES-(FWF): EXISTING METAL PANEL 9INTERIOR HM JAMB 1 0 INTERIOR WINDOW SILL EXTERIOR WINDOW JAMB 3"=1'-0" 3"=1'-0" 3""=1'-0" Stamp 4%/011) 00,6 tit- 'N CALCART•rez =4 Ifilt - \ 12/3i/1 / RENEWAL DATE V 6'‘' U a L :6.)). a) C G ssuance ca .1 PERMIT ISSUE c a) U a, Date C 0 0_ L m 'S cProject Number 0 180O so co O 00 ii G a E Drawing Title M U 6 o DOOR AND WINDOW 0 SCHEDULE o = No a} g co UN ca Sheet No fit SHEET NOTES PARTITION Soderstrom 1. DIMENSIONS ARE GENERALLY PROVIDED WITH REFERENCE TO NEAREST GRIDLINE Architects WITHIN THAT QUADRANT OR AREA. 2. ALL DIMENSIONS ARE FACE OF FINISH(FOE)UNLESS OTHERWISE NOTED. 3. DIMENSION STRINGS ARE TO BE RECONCILED TO COLUMN GRIDLINES AT EACH 2" INTERSECTION WITH A PERPENDICULAR RUN OF PLAN DIMENSIONS. 1200 NW Naito Parkway, Suite 410 4. ALL MINIMUM". "CLEAR"CLEAR„DIMENSIONS SHALL BE MAINTAINED.ALL OTHER"MINIMUM” Portland, OR 97209 -, ( AND"CLEAR"DIMENSIONS NOTED ON PLAN ARE TO BE MAINTAINED.ADA AND OTHER CODE REQUIRED MINIMUM DIMENSIONS ARE TO BE MAINTAINED AND FINAL 5/8"GYP.BD.EA.SIDE ►i� 1111111V;_ I CONFORMING LAYOUT VERIFICATIONS ARE THE CONTRACTORS RESPONSIBILITY. T 5Q$-ZZ$-5$'I 7 (1)LAYER 5/8"GYP.BD. i;,`' 5. FIXED DIMENSIONS NOTED OUTSIDE THESE AREAS AND NOT NOTED AS"MINIMUM"OR M-: "CLEAR"DIMENSIONS MAY BE ASSUMED TO HAVE A TOLERANCE OF+/-1/4". F 503-227-8584 _ �� 2x4 WOOD STUDS, 6. WALL LOCATIONS NOT SPECIFICALLY DIMENSIONED BUT IN CLOSE RELATIVE LOCATION 4 ,,J.,_ AT 16""O.C. MAX TO DIMENSIONED WALLS ARE TO BE ALIGNED FLUSH. ARCHITECT TO PROVIDE sdra.corn 2x4 WOOD STUDS, AT 16 O.C. MAX - CLARIFICATION AT AREAS OF CONCERN. 7. SHEATHING: `' A. USE 5/8-INCH THICK TYPE X GYPSUM,WATER RESISTANT CORE WALLBOARD ASTM BATT INSULATION AT PARTITIONS `' BATT INSULATION ► 01396,EXCEPT FOR SPECIAL CONDITIONS. USE FIRE RESISTANT TYPE X ADJACENT TO THE WAREHOUSE !, WALLBOARD ASTM C1396 IN FIRE RESISTANT RATED ASSEMBLIES. USE MOISTURE ,,, 11111 ",' RESISTANT GLASS FIBER REINFORCED CONCRETE BACKING WALLBOARD ASTM =,+ C1325 AT WET LOCATIONS SUCH AS SHOWERS REQUIRING THE APPLICATION OF EXSITTNG - ,{ TILE. USE MOISTURE RESISTANT GLASS MAT PANELS ASTM C1658 BEHIND TILE AT EXTERIOR WALL .;. NON-WET AREAS AND PAINTED AREAS SUBJECT TO MOISTURE. 8. FINISH: A. PROVIDE ACCESSORIES,FASTENERS,AND FINISHING MATERIALS IN ACCORDANCE WITH ASTM C1047,01002,AND C840. INSTALL AND FINISH GYPSUM WALLBOARD IN ACCORDANCE WITH ASTM C840. USE LEVEL 5 FINISH FOR ALL OCCUPIED AREAS WITH PAINT FINISH. PROVIDE LEVEL 4 FINISH FOR SURFACES TO RECEIVE TYPE I VINYL WALL COVERINGS OR CERAMIC TILE. PROVIDE LEVEL 3 FINISH FOR TYPICAL PARTITION (NON-RATED) TYPICAL EXTERIOR WALL FURRING(NON RATED) SURFACES TO RECEIVE TYPE II VINYL WALL COVERINGS. PROVIDE LEVEL 2 FINISH IN [TYPICAL INTERIOR CONDITION U.N.O.] ROOMS OR SPACES FOR WHICH NO DECORATIVE FINISH IS SPECIFIED. W CI PARTITION TYPE 'B01 ' FURRING TYPE 'F01 ' 0 3"=1'-0", 3,"= 1'-0" W tt CD z LL. SEE PLAN i • O W '• FOR WALL TYPE I _ • .' i CONSTRUCTION PER RUNS GREATER THAN 30 ,i,;. PARTITION TYPE I FEET IN LENGTH REQUIRE i I' , O A CONTROL JOINT i ••- 4. 1/4"GAP,CAULK AIR 0) IFX ` TIGHT ALL AROUND W i PLUG ALL UNUSED � \ PERIMETER CONTBEAD )F E d74"" 0 / R I,;_ 2'0'"MIN KNOCK-OUT HOLES '.=� -� ELECTRIC BOX PADS SEALANT,T IT VERIFY W/CAPS,TYP r_: , .:,.; WRAPPED AROUND ..c..) 6.--) ^''► •‘_ i ,_, JUNCTION BOX 1 ` �.L H a }. FIRE RATED , • ADDITIONAL GWB LAYER ` t�►�,,.,,�,. A PARTITION XRATED F.E.C. AT 2-HOUR CONDITIONS INNSCABINET 7\ril pitilpAt / L Q NOTE: ° ♦ CONTROL JOINT SEE - ° R� L-,. ._ SPECIFICATIONS Ar AVOID BACK TO BACK II MATCHING TRACK i ;- 1 i a i JUNCTION BOXES,STAGGER BY -118'"MAX CLR FRAMED OPNG W m a , ONE STUD SPACE OUTLET BOX PAD APPLIED N , TO BACK OF BOXES IN i FLEXIBLE L W u) 0 '- ROOMS WI/NOISE NOTE: L'._; t ,a CONDUIT W/6' SEE WALL PLATE CRITERION NC 25 OR LESS 1.AT FIRE RATED WALL FIRE CAULK ALL AROUND CABINET,EDGES AND PIPING PENETRATIONS. Q� . ::.'it--. SLACK PER 2'-0" LU W DETAIL 2. 1 HR. RATED WALL PROVIDE-(1)LAYER OF 5/8"TYPE"X" GYP.BD EACH SIDE OF WOOD STUD. . \ i ._ , RUN 3.NON-RATED WALLS SIMILAR IIPP VERTICAL SIMILAR j 4.SEE FLOOR PLAN FOR WALL TYPE (t'� �� 5.SEE G GENERAL SHEET FOR ELEVATION HEIGHTS O ~,,./ NON RATED a 1.-- THIS THIS DETAIL IS FOR REFERENCE ONLY; FIRE ASSEMBLIES SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THEIR LISTING AND THE MANUFACTURE'S PRINTED INSTALLATION INSTRUCTIONS. li.Ili IIII 1111, Illb NO Illo 1111 11* 1111 NW 5GYP CONTROL JOINT RECEPTACLE DETAIL WALL RECEPTACLE SPACING RATED F.E.C. RATED PARTITION ,,�;��,'r.IiR;� 3"=1'-0" 3"=1'-0" 1 1/2"=1'0" 1 1/2"=1'-0" "^�r1*� 46 a .,,, PRE-FINISHED 1, Consultant 2" r� j 7/ SHEET METAL PARTITION PER TYPE /•' ,•. EXISTING STEEL �� GALV.STEEL ANGLE COLUMNNr/ 1 _ , 1, , �', TOEBOARD „, w ,,,.,,_ BATT INSULATION �r WHERE INDICATED PARTITION PER TYPE �� j_ / / c, MEZZANINE FLOOR LVL / PLYWD PER STRUC . LINE OF EXISTING �� i it _ .- - ♦ - — AD ,., EXTERIOR WALL I �� /// �� ///`7// FOAM PARTITION CLOSURE • AND JOINT FILLER - .. _ .• _. -__ _ '. WOOD JOIST PER Ar L:1::.-.% `� EXISTING INTERIOR t., ,�4 // STRUC N :� �� PARTITION •% ++♦�� WHERE INDICATED BATT INSULATION EXISTING WALL % T'I . BATT INSULATION, v" / • WHERE INDICATED Revisions ,... , .„.. FOAM PARTITION : No. Description Date 4.00..._ ,: i CLOSURE AND JOINT- <> Oh I FILLER / N ,„,, L GYPSUM CEILING I2" FOAM PARTITION / dr CLOSURE AND JOINT FILLER 9 WALL PLAN INTERSECTION 0 WALL PLAN INTERSECTION CEILING - WALL INTERSECTION Stamp 3"=1,-0" 3"'=1'-0" 3"= 1'-0" etAD diRiee.„ 5209 ,11,-, : CALCAR IrkWOOD BLOCKING ' \./ (PeaRENEWAL D zsAtit , PRE-FINISHED tj 12/31/1 '"3,_i SHEET METAL II ��f a EXISTING METAL __, TGEBOA STEEL ANGLE PANEL c Issuance co -I M PLYWD PER STRUC PERMIT ISSUE RRR //, '''.77,/m MEZZANINE FLOOR LVL, .�'/ — _ - - - - - - T ♦ RRR' , //, '''.77,/ R cii , / - - WOOD BEAM PER STRUC Date c 4_- 0 11/28/18 . �, BATT INSULATION, L EXISTING Z-GIRT /� � WHERE INDICATED 43 `'~-~( r Project Number c 0 18060 O ,co co n GYPSUM CEILING oc E -4111110Drawing Title 0 INTERIOR DETAILS iS 0111111.- @ cN -- - 2" L REFER TO 04 0 1 PARTITION TYPE' oN CEILING - W L sr,eetNo a13 A L INTERSECTION I--. W Q a u 0 3"=1"-0" A9 . O1 Soderstrom Architects 1200 NW Naito Parkway, Suite 410 Portland, OR 97209 T 503-228-5617 F 503-227-8584 sdra.com GENERAL STRUCTURAL NOTES CODE REQUIREMENTS: SPECIAL INSPECTION PROGRAM CONFORM TO THE 2015 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS, REFERENCED CARPENTRY: LISHED PER 2015 IBC AS AMMENDED BY THE STATE OF WASHINGTON SECTION 110& CHAP? HEREAFTER AS IBC. SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION, LATEST EDITION. SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING ITEM (CONTINUOUS! PERODIC COIVNIBVTS DESIGN CRITERIA: RULES. UNLESS NOTED OTHERWISE ALL LUMBER SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 19%AT TIME OF 1+ DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC. 1N ADDITION TO THE DEAD LOADS, FABRICATION.ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR CMU SHALL BE PRESSURE TREATED UNLESS I GENERAL STRUCTURAL INSPECTIONS AS REQUIRED BY SECTION 110 THE FOLLOWING LOADS WERE USED FOR DESIGN,WITH LIVE LOADS REDUCED PER IBC: AN APPROVED BARRIER IS PROVIDED. GRADES SHALL BE DOUGLAS FIR#2 OR BETTER,OR AS NOTED ON THE PLANS: I FOOTING AND FOUNDATION RBNFORCBVIBNT BY BUILDING OFFICIAL SLAB RBNFORCBNENT BY BUILDING OFFICIAL MEZZANINE LIVE LOAD: 125 PSF FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE I \FOOD FRAMING BY BUILDING OFFICIAL COMPANY(OR ENGINEER APPROVED EQUAL)AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS AND ATTACHED FINAL INSPECTION BY BUILDING OFFICIAL SEISMIC IMPORTANCE FACTOR Ie: 1 PER MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS UNLESS NOTED OTHERWISE. HANGERS NOT SITE CLASS: D SHOWN SHALL BE SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL FRAMING NAILS SHALL BE COMMON NAILS. SDS=0.719 NO BOX NAILS ALLOWED. FASTENERS AND ACCESSORIES IN CONTACT WITH PRESERVATIVE TREATED WOOD MUST BE SD1 = .443 HOT DIPPED GALVANIZED OR HAVE ZMAX COATING. ALL FASTENERS IN CONTACT WITH FIRE RETARDENT LUMBER SEISMIC DESIGN CATEGORY=D MUST BE HOT-DIPPED GALVANIZED. SHEATHING PANELS SHALL CONFORM TO THE REQUIREMENTS OF VOLUNTARY PRODUCT STANDARD PS 1 OR PS 2, OR ALLOWABLE SOIL BEARING PRESSURE:2,000 PSF(BASED ON SOILS REPORT PREPARED BY BRANCH ENGINEERING APA PRP-108 PERFORMANCE STANDARDS. UNLESS NOTED, PANELS SHALL BE APA RATED SHEATHING, EXPOSURE 1, DATED 10/20/2017. OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. INSTALLATION SHALL BE IN CONFORMANCE WITH GRAPHICAL LEGEND: W APA RECOMMENDATIONS. ALLOW 1/8"SPACING AT PANEL ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY EXISTING CONDITIONS: THE PANEL MANUFACTURER. © THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS. THE GRID REFERENCE. CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES FROM CONDITIONS SHOWN ON THE ALL ROOF SHEATHING AND SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, DRAWINGS PRIOR TO THE START OF THE WORK. EXCEPT AS INDICATED ON THE DRAWINGS. ROOF SHEATHING SHALL EITHER BE BLOCKED,TONGUE-AND-GROOVE,OR HAVE EDGES SUPPORTED BY PLYCLIPS. SHEAR WALL SHEATHING SHALL BE BLOCKED WITH 2X FRAMING AT ALLaahDETAIL REFERENCE. TEMPORARY CONDITIONS: PANEL EDGES. NAILING NOT SPECIFICALLY IDENTIFIED ON THE DRAWINGS SHALL CONFORM TO IBC TABLE 2304.9.1. 11.1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND EXISTING STRUCTURES AND WALLS DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR MECHANICAL: E.O.R. ENGINEER ON RECORD STABILITY UNDER THE FINAL CONFIGURATION ONLY. THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF ELECTRICAL EQUIPMENT, MECHANICAL, PLUMBING, FIRE SPRINKLER, MACHINERY,AND ASSOCIATED PIPING WITH THE STRUCTURE. ANY CONNECTIONS TO STRUCTURE 11 SUBMITTALS: NOT CONFORMING TO SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA),OR SHOP DRAWINGS SHALL BE IN ACCORDANCE WITH DIVISION 01 OF THE PROJECT MANUAL AND SUBMITTED TO THE SPECIFICALLY DETAILED ON THE MECHANICAL ENGINEER'S DRAWINGS, SHALL BE DESIGNED IN ACCORDANCE OF Z ARCHITECT/ENGINEER PRIOR TO FABRICATION AND CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS, INCLUDING THESE GENERAL NOTES, BY AN ENGINEER REGISTERED IN THE STATE OF WASHINGTON,AND SHALL BE SUBMITTED THE FOLLOWING: TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION. Ulm CONCRETE MIX DESIGNS(PROVIDE BREAK TEST DATA FOR EACH SUBMITTED MIX WITH A MINIMUM OF 30 TEST FLASHING AND WATERPROOFING: UjO SPECIMENS PER MIX), CONCRETE AND MASONRY STEEL REINFORCING, EMBEDDED STEEL ITEMS, STRUCTURAL STEEL, ALL FLASHING AND WATERPROOFING SHALL BE BY OTHERS UNLESS NOTED OTHERWISE ON THE PLANS. STEEL JOISTS AND GIRDERS. INSPECTION: CY) Ce IF THE SHOP DRAWINGS DIFFER FROM, OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS,THEY SHALL BE SPECIAL INSPECTIONS: IN ACCORDANCE WITH SECTION 1704 OF THE IBC AND APPLICABLE SECTIONS OF THE PROJECT W CLEARLY IDENTIFIED. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE SPECIFICATIONS. SPECIAL INSPECTIONS ARE TO BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY C Clm ARCHITECT/ENGINEER AND ARE SUBJECT TO REVIEW AND ACCEPTANCE BY THE ENGINEER. EMPLOYED BY THE OWNER FOR THE AREAS INDICATED IN THE SPECIAL INSPECTION PROGRAM. n/ DESIGN DRAWINGS,SHOP DRAWINGS,AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THAT ARE THE CONTRACTOR AND SPECIAL INSPECTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ANY ITEM NOT COMPLYING 0 111 c\- DESIGNED BY OTHERS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE WITH THE PROJECT SPECIFICATIONS AND/OR APPLICABLE CODES BEFORE PROCEEDING WITH ANY WORK INVOLVING STATE OF WASHINGTON,AND SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER OF RECORD PRIOR TO THAT ITEM. THE ENGINEER OF RECORD WILL REVIEW THE ITEM AND DETERMINE ACCEPTABILITY. IF WORK INVOLVING FABRICATION. DESIGN SHALL BE BASED ON THE REQUIREMENTS OF THE IBC. THAT ITEM PROCEEDS WITHOUT THE APPROVAL OF THE ENGINEER OF RECORD THEN THE WORK WILL BE CONSIDERED NON-COMPLIANT. PROVIDE NO MORE THAN THREE COPIES OF ANY SUBMITTAL TO THE ENGINEER FOR REVIEW. THESE COPIES WILL BE .� REVIEWED AND ANY NECESSARY CORRECTIONS/COMMENTS WILL BE NOTED ON EACH COPY. THE ENGINEER WILL CO RETAIN ONE COPY AND RETURN THE OTHER TWO COPIES TO THE ARCHITECT OR CONTRACTOR. IT IS THE RESPONSIBILITY OF THE ARCHITECT OR CONTRACTOR TO MAKE ANY ADDITIONAL REQUIRED COPIES OF THE MARKED UP SUBMITTAL. W �— V J NON-STRUCTURAL DEFERRED SUBMITTALS SUCH AS ARCHITECTURAL, MECHANICAL, SPRINKLER,AND FIRE ALARMS CU SHALL BE PER THE PROGRAM OUTLINED ON THE ARCHITECTURAL DRAWINGS. (1) z CAST-IN-PLACE CONCRETE: C O (13 CO MIX DESIGN: PREPARE DESIGN MIXES FOR EACH TYPE OF CONCRETE. PROPORTION MIXES BY EITHER LABORATORY ,1- TRIAL BATCH OR FIELD EXPERIENCE METHODS, USING MATERIALS TO BE EMPLOYED ON THE WORK FOR EACH CLASS LL OF CONCRETE REQUIRED. FURNISH CERTIFIED REPORTS OF EACH PROPOSED MIX FOR EACH TYPE OF WORK OF THIS SECTION. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS,ALONG WITH TEST DATA AS REQUIRED,A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE. ADMIXTURES: AIR ENTRAINING AGENT IN ACCORDANCE WITH ASTM C260 AND WATER-REDUCING ADMIXTURE CONFORMING TO ASTM 494, USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, MAY BE =111,- INCORPORATED IN CONCRETE DESIGN MIXES. AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260 SHALL BE \lb_'ft USED IN CONCRETE MIXES FOR EXTERIOR HORIZONTAL SURFACES EXPOSED TO WEATHER. THE AMOUNT OF lb Nib ENTRAINED AIR SHALL BE 5%-7%BY VOLUME. FLY ASH SHALL CONFORM TO ASTM C 618 AND SHALL BE LIMITED TO A Nak,...�► 0110 15%MAXIMUM BY CEMENT WEIGHT. _ „�'i CONCRETE WORK SHALL CONFORM TO ACI 301. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY /�,��/�� CYLINDER TESTS PER ASTM C39,AND SHALL BE AS FOLLOWS: �,�/Mr""" is as FOOTINGS: fc=2,500 PSI AT 28 DAYS. (MINIMUM CEMENT CONTENT=470 LBS) 'o a. CONCRETE REINFORCING STEEL: REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 AND FOR DEFORMED BARS, UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185. - Consultant REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI 315 LATEST EDITION("DETAILS AND DETAILING CONCRETE REINFORCEMENT"). CONCRETE ACCESSORIES: IM1\- HEADED STUD ANCHORS(H.S.A.)SHALL BE AUTOMATICALLY WELDED WITH THE MANUFACTURER'S STANDARD EQUIPMENT IN STRICT ACCORDANCE WITH THEIR RECOMMENDATIONS. T.M. RIPPEY CONCRETE EXPANSION ANCHORS SHALL BE"SIMPSON STRONG-BOLT"OR ENGINEER APPROVED EQUIVALENT. AT CONSULTING ENGINEERS CMU APPLICATIONS DO NOT INSTALL ANCHORS IN OR WITHIN 1 1/4"OF ANY HEAD JOINT PER MANUFACTURER'S 7650 SW Beveland,Suite 100 RECOMMENDATIONS. Tigard,Oregon 97223 Phone:(503)443-3900 Fax:(503)443-3700 CONCRETE SCREW ANCHORS SHALL BE"SIMPSON TITEN-HD"OR ENGINEER APPROVED EQUIVALENT. AT CMU APPLICATIONS DO NOT INSTALL ANCHORS IN OR WITHIN 1 1/4"OF ANY HEAD JOINT PER MANUFACTURER'S RECOMMENDATIONS. CONCRETE EPDXY ANCHORS SHALL BE INSTALLED WITH HILTI'HIT HY-150 MAX SD'ADHESIVE OR ENGINEER Revisions APPROVED EQUIVALENT. AT CMU APPLICATIONS DO NOT INSTALL ANCHORS IN OR WITHIN 1 1/4"OF ANY HEAD JOINT PER MANUFACTURER'S RECOMMENDATIONS. Na. Description Date NON-SHRINK GROUT SHALL BE A PRE-MIXED COMPOUND CONSISTING OF NON-METALLIC AGGREGATE, CEMENT, WATER REDUCING AND PLASTICIZING AGENTS; CAPABLE OF DEVELOPING A MINIMUM COMPRESSIVE STRENGTH OF 2,200 PSI IN 48 HOURS AND 6,000 PSI IN 28 DAYS. GROUT SHALL BE MIXED AND APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. METALS: ALL MISCELLANEOUS STEEL:ASTM A36(Fy=36,000 PSI), OR AS NOTED ASTM A572(Fy=50 KSI). WIDE FLANGE AND STRUCTURAL TEES:ASTM A992 (Fy=50,000 PSI)OR ENGINEER APPROVED EQUAL. SQUARE AND RECTANGULAR HSS:ASTM A500, GRADE"B"(Fy=46,000 PSI). ROUND HSS:ASTM A500,GRADE"B" (Fy=42,000 PSI). STRUCTURAL PIPE:ASTM A53,GRADE"B"(Fy=35,000 PSI). ALL BOLTS:ASTM A325 UNLESS NOTED OTHERWISE. ANCHOR RODS: ASTM 1554 GRADE 36 UNLESS NOTED OTHERWISE. THREADED RODS: ASTM A36 UNLESS NOTED OTHERWISE. WELDING: PER AWS STANDARDS. E70XX ELECTRODE AND BY CERTIFIED WELDERS. Stamp ALL STEEL TO HAVE SHOP COAT. PR O/ 9.EXPOSED STEEL BELOW FINISH GRADE TO BE COATED WITH ASPHALTIC PAINT PRIOR TO BACKFILLING. ` '� (11 � ALL STEEL EXPOSED TO WEATHER MUST BE PRIMED AND PAINTED PER PROJECT SPECIFICATIONS. .� DESIGN, FABRICATION,AND ERECTION SHALL BE IN ACCORDANCE WITH THE"AISC SPECIFICATION FOR STRUCTURAL 4:7�/ 4079PE STEEL BUILDINGS". WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING V CONSTRUCTION AND SHALL BE 3/16"MINIMUM UNLESS OTHERWISE NOTED. WELDING SHALL BE BY AWS CERTIFIED WELDERS. PREQUALIFIED WELDING PROCEDURES ARE TO BE USED, UNLESS AWS QUALIFICATION IS SUBMITTED TO OREGONcb THE ARCHITECT/ENGINEER PRIOR TO FABRICATION. �� °' © • 12, 9 INSTALLATION AND TIGHTENING OF ALL BOLTS SHALL BE IN ACCORDANCE WITH THE"SPECIFICATIONS FOR 04•41s "qs G G P\� STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". UNLESS NOTED OTHERWISE BOLTS SHALL BE INSTALLED IN ALL HOLES OF THE CONNECTION AND BROUGHT TO A SNUG-TIGHT CONDITION. SNUG TIGHT IS DEFINED AS THE EXP: 6/30/19 TIGHTNESS THAT EXISTS WHEN THE PLIES OF THE JOINT ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. Issuance PERMIT ISSUE Date 11/28/18 TMR Project Number 18262 Drawing Title STRUCTURAL GENERAL NOTES Sheet No s1 . o1 .. _ ._ __ . . . .. . . ..........__ _ .. .. . . __________ _ .____ _ Soderstrom Architects 1200 NW Naito Parkway, Suite 410 Portland, OR 97209 T 503-228-5617 F 503-227-8584 sdra.com J w CI 0 2 w tit CD z u. O w O o. w c oc > . o° W < d- L I - a g- < zt . . sa) cr ..1 cn co Et � i0 4 4.1 . .4 4.1 L Lj.I co S3.01 j j Q8 VJ z �) L. I S4.01 S4.0ci• 0 co m 1 `- I I I I I . _ 0.) AA ------; If I AA ; i I I 0. a. N-- I'-' L - _� HI- -_- __ __ -_ _ __ - ia II IIiI {4) - III co ilii ' �� Nr ill 0 ilk 53.01 2 . �,� - 6 3 1 !, S4.01 / 11 ~Z' t 0S4.01 -- II 1 II SIM_ /ilk -e•I••#••••-•=0.1��_�� 1 III $ ; g iii S3.01 5 S3.01 �-'J _ - FOUNDATION PLAN KEYNOTES: 111 III 1- -„ � i o IMEZZANINE FRAMING PLAN KEYNOTES: � •g r 1I _ -- _ = __-_ ixg �JIII / I "V I I0 1. EXISTING CONCRETE SLAB. I it } 11 It 0 1. %4'T&G PLY OR OSB WITH GLUE AND 8d RING SHANK L 1 i� / I' III - NAILS @ 6"O/C EDGES AND 1'-0"O/C FIELD. • 2. EXISTING STEEL COLUMNS. 1 -- `J / 2� i PI' II th AI3 - lalk S4.01 / s' 4.01 j 'I ( s s 2. LVL 2.0E 1 3/4 x 51/2 JOISTS @ 1-4"0/C. S3.01 53.01 3. NEW 4x4 POST WITH BASE PER DETAIL 7/53.01. `-� ° 0 I II II Consultant Q / Ii II d u / 1 3. DOUBLE LVL 2.0E 13/4 x 5%2 JOISTS @ 1-4"0/C. 0 4. NEW 4x4 POST. -k I u (--(71)-24 / 'i II it II / 4. GL 3%2 x 9 RIM JOIST. r 5. NEW 2x4 STUD WALLS WITH 1%2" PLY OR OSB PER : II 1' I LI 0 DETAIL 2/S3.01. II 1 01 / 5. CONNECT GL 33/2 x 12 BEAM TO TOP OF POST WITH 1M 1 . L - r s 01 d II SIMPSON'EPC4'. 0 6. STAIRS PER DETAILS 9 AND 10/S4.01. 1 11 / I� ' d II II / T.M. RIPPEY S3.01 I0 2 I L 1 11 d: II II CONSULTING ENGINEERS L _ J 7. SIMPSON'HDU4'PER DETAIL 5/S3.01. 1 II J / �, p r� 7650 SW Beveland Suite 100 3 t____i ;i Tigard Oregon 97223 Iallik $. SIMPSON'HDU4'PER DETAIL 5A/S3.01 =__ -- 53.01 _ -- - -- 11li Phone:(503)443-3400 !� Fax:(503)443-3700 6 ; Y12� II \54.01 A il II w 7-7 `i / 4 / / 4 f T< II - 53.01 x / S4 01 m j Revisions ri i i No. Description Date / ii IIS___ s_=- -= 7 0 _J6 111 �� ak 5 L_ "J S4.01 / II /AIM4 53.01 0 53.01 .. 1110 1 fi II 54.01 54.01 X 0 _ :III IIS 0 II I I I I A ------ A I i it 11 it 11 i II / i Stamp NORTH NORTH �5 ,� GIN4 /� FOUNDATION PLAN ° 1' 2' 4' n (--2� MEZZANINE FRAMING PLAN ° 1' 2' 4' ��i�79PE 'l U 1lelMiliali S2.01 SCALE: 1/4"= 1'-°" 2.0:y „_ OREGON SCALE: 1/4 - 1 0 e ,`O �'• 12,1 A. 00 -4AS G. 0 ' EXP: 6/30/19 Issuance PERMIT ISSUE Date 11/28/18 TMR Project Number 18262 Drawing Title • FOUNDATION AND MEZZANINE FRAMING PLAN Sheet No S2 . O1 Soderstrom Architects 1200 NW Naito Parkway, Suite 410 Portland, OR 97209 — END OF SHEARWALL SECTION ,_.., T 503-228-5617 2x4 BLK'G AT a STAIRS PER 10/S4.01 F 503-227-8584 FINISH WALL SHTG NOTE: Y3 AND 2 HEIGHT _ •--,,,,, PER ARCH. — : SELF ADHESIVE PROVIDE EDGE NAILING MOISTURE BARRIER AT EACH STUD PER 2/S3.01 sdra.com --- WALL SHT1G PER ARCH. 2x4 STUD WALL ' 7 15/32" PLY'WD OR OSB WI BETWEEN CONC. & I I 2x4 STUD WALL @ 1-4"0/C • 10d©4"0/C EDGES 47 1 UNTREATED WOOD SIMPSON'HDU4'HOLDOWN WI @ 14 0/C : & 11-0"0/C FIELD. BLOCK FINISH WALL SHT'G 2x4 SOLE PL. W/Y2"0 — DBL 2x4 ST1 DS STITCHED x //././///// ////1 x2,/2"SIMPSON'SDS'SCREWS P.T. 2x4 SOLE PL.WI AND NAIL ALL EDGES. PER ARCH. x3"SCREW ANCH. 2x6 P.T. PLATE W/ AND 54'0 x1'.-3" EMBED EPDXY ANCH. TOGETHER W/10d @ 6"0/C. %"0 x6"EMBED. HILT' , @4-0"0/C. '' x x 1 (1)543"0 x3"EMBED. NOTE:AT 5A/S3.01 USE 8" EMBED. SCREW ANCH. @ LV-0"0/C P.T.2x4 SOLE PL.W/ ' SIMPSON'TITEN-HD` (E)METAL WALL PANEL %"øx3" EMBED. SCREW ' . 2x4 STUD WALL *"- x x SCREW ANCHOR 8" EPDXY ANCH. CONFIRM THAT(E) 0 AND GIRT SYSTEM — ANCH.'S @ 2'-8"0/C , FROM EACH END CONC. DEPTH IS AT LEAST 10"AND [ (E)CONC. (E)CONC. FLOOR ---\ -.. x NOTIFY E.O.R. /-- (E)CONC. i (E)4"CONC. -•. x FLOOR SLAB SLAB PER PLAN --\1/4 FLOOR SLAB FLOOR SLAB I A 1 1 •N X ---.461.-- I ... 17 -: , . i . ' 1,,,, , / . '.9- / / • /7./1/7 / V.I, e/1 3/q" . . W /, - /VI"-/,/X 17/117/1 7'-7.1,/,// / r ;/ 2/42/:///7 % 771/4 1).1y 4 4 0, ft 0 4 '1 ' I I I I 4 , (E)CONC. SLAB i .4t1 A (2)#4 xt-6" EACH , PER PLAN 444 4, A ' SIDE IN 4" EMBED. . -10 44 A< • 2e-0" EPDXY ANCHORS -' .•1 ''' 11 • 4 . = NO FOOTING . • (E)CONC. • - A < 4 4 11 •, <, . • • AT 5A/S3.01 •• GRADE BEAM A• . - 4 *4 A • ...11• • (3)#4 EACH WAY —(4UJ , .• / 4 b 4: •; • .:,. ‹ . 4 Ci EQ. EQ. / / 4. 0 2 2'-6"x 2'-6" / 5A LL1 S3.01 Ct 1 TYP. SHEAR/BRG WALL AT EXT. GRADE BEAM 2 TYP. 2x4 MEZZ. BRG/SHEAR WALL 3 TYP. INTERIOR 2x4 WALL 4 STAIR FOUNDATION SECTION 5 TYP. HOLDOWN AT DBL STUD S3.01 18262-01 SCALE: 1"= t ,-o" S3.01 18262-02 SCALE: 1"= I-0" 83.01 18262-03 SCALE: 1"= 1'-0" S3.01 18262-04 SCALE: 1"= 1-0" S3.01 18262-05 SCALE: 1"= 11-0" Z Um 0 Ill 0 iii7D CY) Ce 1 1 ili."1" C 0. Leaa 0 LLI N 2x4 TRIMMER AND 1/ • N-.. KING STUDS 7- 4x4 POST SIMPSON'ABU44Z`W/%V x6" CO 4x6x2'-8"MIN. EMBED. SCREW ANCH. CONFIRM > IX• 0CP SIMPSON ISTAT ,- 7 THAT(E)CONC. DEPTH IS AT LEAST EACH SIDE - - - •0 EDGE NAILING (E)METAL WALL PANEL 8"AND NOTIFY E.O.R. I_ Lu co ____ (4) 16d EACH END AND GIRT SYSTEM — a) LLI c) 7 1 111 (E)CONC. FLOOR SLAB PER PLAN PLY SHTG PER PLAN -1 SIMPSON'HOU' PER PLAN r-CD Z ce) ;74 1- I 1._ ier.-__•.,_ I I 0" 0 CO w /4 7/ Zr / •• • e . • e / , ,, ,, /1 ' -'..s. ,......, ..1. cy) a mime I 1 4 i I IF- . \-- (E)CONC. FLOOR SLAB • ' ' PLY SHTG PER PLAN - • (2) 16d @ 1'-0"0/C Illo (E)CONC. lb GRADE BEAM 111) Nib lb 1.110 = lb 'lb 111, 111b,lib Illb— Illb wIlb11111 . • l. /4 4 zi . LI lb libilliNbirZ . 1110.-.4"46S- ' ' 1111.1.1.1. 11 1:0 I I 111°-. 11 (I) .Sq. 0_ 6 BASE MULLION BASE CONNECTION 7 TYP. POST BASE EXT. GRADE BEAM 8 SHEAR WALL INTERSECTION I Consultant S3.01 18262-18 SCALE: 1"= I-0" S3.01 18262-17 SCALE: 1"= 1-0" S3.01 18262-19 SCALE: 1"= l'-0" 1M 1 - • T.M. RIPPEY CONSULTING ENGINEERS 7650 SW Beveland,Suite 100 Tigard,Oregon 97223 Phone:(503)443-3900 Fax:(503)443-3700 • Revisions No. Description Date Stamp 0,1 PROt, 4079PE 1.---. Iii or OREGON 0 -• 12 & e., G. EXP: 6/30/19 Issuance PERMIT ISSUE Date • 11/28/18 TMR Project Number 18262 Drawing Title FOUNDATION DETAILS Sheet No S3 . 01 rstrom Architects 1200 NW Naito Parkway, Suite 410 Portland, OR 97209 ROOF F 503-227-8584 TRUSS PER PLAN ST 503:28d-561e7 I-JST OR (2) 16d @ EA II sdra.com STUD,TYP. [ PDEBRL.-2Isx- Ar— t PLATE 1 TA/ TAr M 1 T m cL i 8d @ 6"0/C k.- GUARD RAIL (I I I I ) PER ARCH. - SIMPSON`A35' ---Xi @ 2' "0/C 1 MEZZ. SHTG 8d @ 3" 4 8d @ 4"0/C 2x STUD PONY WALL @ 1'-4"0/C MEZZ. SHT'G 8d @ 6"0/C [ 1 MEZZ. SHT'G PER PLAN - I---. GUARD RAIL MEZZ. SHT'G (IF NEEDED) (1) 16d EACH SIDE PER PLAN --N PER PLAN PER ARCH. PER PLAN tL., _ „ NI IA I v --1_ji_j ---- FLOOR BEAM PER PLAN 1 lb- -.It/..-, \ I i GI_3 Y2x9 RIM W/ MEZZ. JSTS. 11 ' - — GL 3 Y2x9 RIM W/ (6) 16d ._-1 - MEZZ.JSTS JSTS PER PLAN , PARALLEL JOISTS MEZZ. JSTS PER MEZZ. JSTS. PER — 16d @ I-0”0/C 16d @ V-0"0/C W/(2) 16d AT WALL (1)SIDE AT SIM. EACH SIDE PER PLAN • I:_ EACH SIDE PLAN W/(2) 16d PLAN W/SIMPSON i -\ : = 2x4 STUD WALL LVL 1 %BLK'G WI WALL '1J46'HNGR - @ V-4"0/C 2x4 STUD WALL 16d @ V-0"0/C - : . LVL 1 %BLKG @ • .._ _ , 2'-0"0/C W/SIMPSON 1/4"Ø x6"SIMPSON HEADER PER PLAN W/ DOUBLE 2x4 CAP W/ 1 2x6 KING STUD — .....1 Y4"ø x6"SIMPSON @ 1'-4"0/C , : HU1.8115' HANGERS 'SDS'@ 8"0/C SIMPSON'HUC68 HNGR' HEADER PER PLAN --/ ''-r, SPLICE PER 11/S4.01 , 'SDS'@ 1'-4"0/C EACH END - UJ \ / \ / , . AND 5/S4.01 ` x -- (E) METAL WALL PANEL x : , WALL SHTG / 1 &GIRT SYSTEM HEADER PER PLAN / \ : ' , PERARCH. ' 4- 16d @ 8"0/C @ EA C3 7_ \ AND 51S4.01 —/ \-- . ;' 2x4 STUD WALL _ , 1-4"0/C STUD TO STUD 1 : @ ‘ 22„TYP. PLY'WD AND FINISH PLY'WD AND FINISH WALL SHT'G PER ARCH. 2x4 STUD WALL WALL SHTG PER PLAN , SHTG PER PLAN . ' - / / © 14"0/C — : ,, 2x6 TRIMMER - 1 , ANDARCH. ARCH. ,' AND ARCH. , MI --/V. 1r. '-j\r- TYP. CD 1 TYP. MEZZ. AT M.B. WALL 2 TYP. MEZZ. TO INT. BRG. WALL 3 MEZZ. FLOOR TO GRID '5' WALL 4 PARALLEL MEZZ AT STAR WALL 5 TYP WALL HDR TO SIDE JAMB Z S4.01 1826206 SCALE: 1”= 1'-0" S4.01 18262-07 SCALE: 1"= I-0" S4.01 18262-08 SCALE: 1"= I-0" S4.01 18262-12 SCALE: 1"= 1'-0" S4.01 U.N.O. SCALE: 1"= 1'-0" U. 18262-10 ow 0 .7tp 0) C‘ 1 a iff-"Il STRINGER SCHEDULE i+— rt• •--- 0 RUNS 8'-0"AND LESS RUNS GREATER THAN 8'4" 0 111 N EDGE (1)NOTCHED 1 3/4x11 %LVL(1.9E) (1) NOTCHED 1 3/0(14 LVL(1.9E) 0.. F.. CI C\I STRINGER W/(1) 1 3/4x3/4x5 Y2 LVL(1.9E) WITH (1) 1 %x7 Y4 LVL(1.9E) STRONG BACK STRONG BACK U) ›. C\I C) MIDDLE (1)NOTCHED 1 3/4x11 7/8 LVL(1.9E) (1)NOTCHED 1 3/4x14 LVL(1.9E) vC4-6 Nft noo LA . 8d @ 4"0/C 7 MEZZ. SHTG -- PER PLAN I 8d @ 6"0/C /- MEZZ. SHTG PER PLAN 1 r MEZZ. SHTG PER PLAN ) - 10d @ 4"0/C STRINGER WITH (2) 1 %x5 Y2 LVL(1.9E) STRONG BACK WITH (2) 1 3/4x7 Y4 LVL(1.9E) STRONG BACK NOTE: STITCH EACH PLY TOGETHER WITH 16d SINKER NAILS AT 6"0/C,STAGGERED FLOOR SHEATHING WITH EDGE NAILING PER PLAN -\ I MEZZ. BEAM PER PLAN WW 0 (1) w L1,1 -c) IL CONN. NOTCHED STRINGER TO MEZZ.JOISTS PER //,///////// NOTE: TREAD&RISER DIMENSION a_ v- F- 0 co cm —7-1/---- EACH STUD W/(2) 16d @ 4"0/C _../\/_._ 'HPULA1.8N1/W5/1-ISAIMNGPSERSN •..... MUM gcli" No mum + . MpEEZRZ.pi AS TNS. H H I) i- (1) 16d TOP&BOT. 2 co co , kv_ , , i ,Y1f2Pxl-TREOAODSD ,--- REQUIREMENTS PER ARCH. DWGS. --- MEZZ. JOISTS MEZZ. JSTS PER LVL 1 3/4 BLK'G . ....... GI.3 Y2x9 BEAM W/ 1 @ 2'-8"0/C W/(2) EDGE STRINGER _....-. - PLAN W/SIMPSON / / / / / / / / / / / / / / / / PER PLAN W/ 16d @ V-0"0/C 16d EACH END — (E)METAL WALL PANEL (SEE SCHEDULE) SIMPSON'U46' EACH SIDE 'HU1.81/5'OR'U46' &GIRT SYSTEM CONN.TO STUD - Isi FLOOR BEAM j HANGERS HANGERS TO RIM ' USE SIMPSON'THAC422'VVHEN *10 WHERE GYP. SHTG , X Nib PER PLAN OCCURS - 7" STRINGER HANGS BELOW THE x Na Nib , , T . 7 BOTTOM OF THE BEAM. r 4/ \lb NMI Nib 'ft ti,, SHAVE STRINGER SIDES TO 21,. I , i i I \ x Nokzook,z,olik;-. — (E)METAL WALL PANEL 2 FIT HANGER VVIDTH. x AND GIRT SYSTEM TYP. (INSTALL ADHESIVE AT HANGERS) PLY'WD SHTG , ' Aag050;ip'v*irk ,' ) PER PLAN — INTERMEDIATE • r 1 ____:./\,_ STRINGERS — 4 f — STAIRS PER x 11 411.......* @ -4"0/C MAX. 9/S4.01 (PER SCHED.) -IV- o_ TY P. . 6 MEZZ. FLR JST TO BEAM 7 TYP. MEZZ. TO INT. BEAM 8 TYP. PARALLEL MEZZ. AT M.B. WALL 9 TYP. STAIR FRAMING SECTION 10 TYP. STAIR FRAMING SECTION Consultant S4.01 78262-11 SCALE: 1"= 1'-0" S4.01 18262-09 SCALE: 1"= 1 -0" S4.01 18262-13 SCALE: 1"= 1-0" S4.01 18262-14 SCALE: 1"= 1,-0" S4.01 18262-15 SCALE: 1"= 1-0" 1M 1 - T.M. RIPPEY CONSULTING ENGINEERS 7650 SW Beveland,Suite 100 Tigard,Oregon 97223 Phone:(503)443-3900 Fax:(503)443-3700 (2)2x CAP PL.'SSIMPSON'MSTA361 PER PLAN EACH SIDE OF WALL AT SPLICE ----. 9 iL_____ '- ; 'Ar'-- — / ) g 41Revisions ) r No. Description Date 1--\_: Gt.. 3 Y2x9 MEZZ./RIM BEAM PER PLAN 2x SIMPSON'DTT2Z'W/ STUD 1/2"0 x5"LAG AND V-----:--I WALL Y4"0 x3"SIMPSON (PER 'SDS'SCREWS PLAN) — -.., TRIPLE 2x4 STUD W/ 10d @ 6"0/C STITCH NAILING Stamp TYP TYP DOUBLE CAP 11 PLATE SPLICE AT ALL SHEAR WALLS 12 GL 3 1/2 x 9 MEZZIRIM. END CONNECTION 4S) PRO?ps, Ik1NR.# 4 # S4.01 18262-16 SCALE: 1"= V-0" S4.01 18262-20 SCALE: 1"= I-0" sz .jI 4079PE -V..'' ihi or OREGON tr ,,cb 0 1 0 ',i, • 12 s'\- /' & c C\ e44S G. GP'. EXP: 6/30/19 Issuance PERMIT ISSUE Date 11/28/18 TMR Project Number 18262 Drawing Title FOUNDATION DETAILS Sheet No S411101