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Plans (26) BUP2021 -00195 RECEIVE.. AUG 04 2021 CITY OF!IGA3J AFC BUILDING DIVISION ItmE 1 JOIES _- OFFICE COPX 2 OR CITY OF TIGAM., TIGARD, OREGON a:BVMWMFOR aWBcomnLuw$ Apr Z o'ra 'P W1 LSAL LLC OWNEROf PROJECT DESCRIPTION �" �'"' '•'-r� Z Z O 7286 SW ASCOT CT PROPOSED PROJECT SCOPE ISA 864 SF ADDITION TO INFILLAN EXISTING DRIVETROUGH. E SITE ANC PARING ARE EXISTING-O REMAIN. PORTLAND, OREGON, 97225 o (-r) (503;1 709-6975 RELEASES w - CONTACT WILLIAM FLOBERG 0 ? Q ti C> n y N O 0 O O O O JHC COMMERCIAL, LLC CONTRACTOR " M LEGAL DESCRIPTION Q �l � P - - - - - - - 1,10 11 125 SW BARBLR BLVD CCB #: 158061 SITE ADDRESS 11675 SWPaciicHAy I • • • • CS I COO ER SHEET TAO:LOT ID: I S 136CDOO 101 PORTLAND, OR 97219 TAXLOT 101-Al ISI 6CD ARCHITECTURAL TELEPHONE: 503-624-7 1 0 • • • • AD.1 ARCHITECTURAL SITE P-AN • • • A 1.0 DEMOLFION PLAN CONTACT: JOE HUGHES ALI FLOOR PLAN AND RCP • • • A2.1 ELEVATIONS • A3.1 WALL SECTIONS • A4.1 EX-ERICR DETAILS • A5.1 DOOR AND STOREFRONT TYPES AND DETAILS CI DA, INC. ARCHITECT/ STRUCTURAL ENGINEER DEFERRED SUBMITTALS STRUCTURAL 101 SO.1 STRUCTURAL GENERAL NOTES - FIRE ALARM • SO.2 STRUCTURAL NOTES 15895 SW 72ND AVE, SUITE 200 - MECHANICAL • SLI FOUNDATION PLAN- 0 S2.1 FOUNDATION , PORTLAND, OREGON 9/224 ELECTRICAL • S3.1 FRAMINNGDETAILSA(� (T) (503; 226- 1285 IT): (503) 226- 1670 PLANNING CONTACT / APPLICANT: LESLIE JONES u INT _ R � ORSI 15895 SW 72ND AVE SUITE 200 PORTLAND. OREGON 97224 T E L 5 0 3 2 2 i 1 2 B 5 ZONING CODE INFORMATION ENERGY CONSERVATION tire 51TE ` � F A X 5 W `W W C 13 2 2 ; 1 6 7 0 � I D A I N C C O M 'S2 PLOP ZONE: GENERAL COMMERCIAL PARKING- EXISTING: SW PFAFFLE ST ON SITE(EXCLUSIVE USS 9 SPACES SEE ENVE_OPE COMPLIANCE PORINS ATTACHED: (PRESCRIPTIVE METHOD) ENArLOPE AREA: INCLUDES AREA OF SCOPE ONL . LOT AREA: 14,392.2 SF ADIACENT(RECIPROCAL) 39 SPACES TOTAL EXISTING 48 SPACES INSULATION SJMMARY:(MINIMUM REQUIREMENTS) BUILDING,AREA ROOFS \ EXISTING: 2,593 SF PARKING- REQUIRED: EXISTING BUI-T UP ASPHALT SYSTEM SW DAR OU_H \ PROPOSED: 3,457 SF NEW MEDICAL OFFICE USE: WITH R-49 BATT INSULATION BELOW DECK ST 3.9 SPACES/ 1000 SF= (3.9) X(3.457) = 13.5 SPACE BUILDING USE WALLS EXISTING: OFFICE BANK EXISTING ADJACENT FOOD ESTABLISHMENT: R-21 BATT TYP, CAVITY INSULATION PROPOSED: MEDICAL OFFICE 7 SPACES/ 1000 SF= (7)X (3.4+/-)= 23.8 SPACES R-13 BATT CAVITY INSULATION AT INFLL AND FURRED WALLS. NO NEW IMPERVIOLS AREA PROPOSED TOTAL REQURED- 38 SPACES OPENINGS , INC CHANGE TO PARKING LAYOUT PROPOSED. STOREFRONT:ALUMINUM FRAME,THERMAL BROKEN,DOUBLE PANE,LOW-E: SOLERBAN 50 ~ SETBACKS: EXISTING PARKING MEETS REQUIREMENT (BASIS CF DESIGNXU-FACTOR.39,SHGC 0.41) FRONT: 0 SIDE STREET: 0 SIDE/REAR 0 OR 20'AT R-ZONE FOUNDATION i R-10 2"FIGID PERIMETER.INSULATION NOTES: z - ALL INSULATON MATERIALS TO INCLUDE IDENTIFICATION MARK INCLUDE R/U VALUES = O - FENESTRATION PRODUCTS-O BE LABELED WITH U-FACTOR,SI GC,VT AND LEAKAGE RATINGS. m O BUILDING CODE ANALYSIS LABELS-O COMPLY WITH MFRC :00. TEMPORARY LABELS MUST NOT BE REMOVED PRIOR TO LL INSPECTION = J LL AIF.BARRIERS TO BE INSTALLED AT ENVELOPE WALLS PER MANUFAC-URER•S � C) V DESIGN CODE: 2019 OREGON STRLCTURAL SPECIALTY CODE(OSSC) POFTABLE FIRE EXTINGUIS-4ERS:(OSSC 906) RECOMMENDATIONS. AIR BARRIERS TO BE CONTINUOUS. O L QO FIRE EXTINGUISHERS SHALL BE PROVIDED WITH MAX 7T TRAVELDISTANCE. • PROVIDE AIR BARRIER TEST CF ALL BUILDING ENVELOPE AREAS: CONSTRUCTION TYPE V-B CONSTRUCTION. • TEST TO BE COMPLETED IN ACCORDANCE WITH ASTM E779 OR APPROVED EQJAL w CONTRACTOR TO VERIY QUANTITY& FINAL LOCATIONS WITH FIRE MARSHAL 3 • AIR BARRIER TEST REPORT SHALL BE SUBMITTED TO JURISDICTION ONCE TEST IS COMPLETEDry- FIRE PROTECTION SYS-EMS: (E)SPRINKLERED • IF TEST RESULTS EXCEED 0.4 CFM/FT2 AT 0.3 N. THEN VISUALLY INSPECT AR BARRIER AND NORTH J FIRE ALARM&DETECTION SYSTEM:(OSSC(�)7) SEAL NOTED SOURCES OF LEAKAGE. _ (/I Q PROVIDE FIRE ALARM SYSTEM COMPLYING V//FIR=CODE AND NFPA 72 SUBMIT FOLLOW-UP REPORT TO JJRISDICTION NOTING CORRECTIVE MEASURE. VICINITY MAP Ln BASIC.ALLOWABLEAREAiAT(OSSC-ABLE 506.2): OCCUPANT LGAD:(DSSC 1004) CS1 NO SCALE B 76,000 SF/FLOOR BUSINESS LOAD FACTOR 150 COPY BUILDING AREA: 3,457 SF OFFICE C EXISTING BU WINGS AND STRUCTURES(OSSC 3M)1,4.1): TOTAL OCCUPANT LOAD:24 S� MATERIALS ALREADY IN LSE IN A BUILDING IN COMPLIANCE WITF- REQUIREMENTS OR A'PRCVALS IN EFFECT AT THE TIME OF THEIR ERECTION OR INSTALLATION MEANS OF EGRESS SUING:(OSSC 1005.3) GENERAL NOTES SHAL BE PERMITTEC TO REMAIN IN USE JNLESS DETERMINED BY-HE BUILDING REQUIRED CAPACITY BASED ON OCC. _OAD. SPECIAL INSPECTION REQUIRED OFFICIAL TO BE UNSAFE PER SECTION 116. 24 OCCUPANTS X.15 IN =4.56 IN *Moto CXICtJih i0CodSECTIONI. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL CODE REQUIREMENTS 36"OPENING PROVIDED CoUrele and RelMotcing S" 2. ELECTRICAL&MECHANICAL BY SEPARATE PERMIT BUILDING COMPONENTS:(OSS:TABES 601 AND 602) 3. REFER TO MECHANICAL. ELECTRICAL,AND 'LUh'BING DRAWINGS FOR COMPLIANCE WITH APPLICABLE CODES STRUCTUFAL FRAME NO REQUIREMENT NUMBER OF EXITS AND EXIT CONFIGURATION:(OSSC 1007) CPIIW kMll lletl in Concrete 4. FIRE EXTINGUISHERS SHALL BE LOCATED AS REQUIRED BY SECTION 506, IFC. COORDINATE FINAL LOCATION WITH FIRE EXTERIOR BEARING WALLS: NO REQUIREMENT 2 EXITS PROVIDED © gpow Moment-Aesiang Concrete From MARSHALL. REPLACE EXISTING EXTINGUISHERS AS NE=DEC. INTERIOR NON-BEARING PARTITIONS: NO REQUIREMENT 5. GLASS USED IN DOORS OR GLAZING LOCATED WITHIN A 24"ARC OF TH-_NEAREST VERTICAL EDCE OFA DOOR OR IN FLOCR CONSTRUCTION: NO REQUIREMENT MEANS OF EGRESS ILLUMINATION:(OSSC 1008) [� fteinkndrs�wtem a Preetre•etng Steel Tendons AREAS SUBJECT TO HU IAN IMPACT OR OTHER iAZARDOUS LOCA-IONS SHALL BE TEMPERED OROF AN ARPROVED ILLUMINATION LEVEL MINIMUM I FOOT-CANDLE AT T-iE WALKING SURFACE LEVEL J ROOT CONSTRUCTION: NO REQUIREMENT ILLUMINATIONEMERGENCY POWER EMERGENCY POWER SHALL BE PROVIDED FOR > h:°rBl woidng SA=ETY GLAZING MATERIAL PER SECTION 2406. IBC. P A DURATION OF 90-MINUTES MIN ens. 6. LIGHT AND VENTILATION NOT INDICATED ON THESE FLANS SHALL BE PROVIDED AS PEP,SECTION 1203& 1205 OF THE IBC. S OPENINGS:(.:)SSC2. 7AU ❑ 9 EXCE'TION 2. BAUD NGS WHOSE E{TERIOR BEARING WALLS,EXTERIOR NON AREAS REQUIRED-O BE ILLUMINATED BY EMERGENCY POWER 7. ALL INSOLATION INDICATED ON PLANS SHALL COMPLY WITH OR EXCEED THE REQUIREMENTS IN SECTION '19, 18C FCR - CORRIDORS EXIT ENCLOSURES AND EXIT PASSAGEWAYS ❑ g1rtvtwrR'PJ44-firw SMOKE DENSITY AND FLAME SPREAD. < BEARING INTERIOR EXIT DISCHARGE ELEMENTS o WALLS AND EXTERIOR PRIMARY STRUCTURAL FRAME ARE NOT - EXTERIOR LANDINGS ❑ Reinttr.Es s f, j;>%im Concrete B. PROVIDE SIGN STATING E N TR"TH 5 DOOR .- REMAIN UNLOCKED DOOR BUILDING IS OCCUPIED"PER SECTION I C I O.I.,.4, IBC REQUIRED TO BE FIRE-RES STANCE RATED SHALL BE PERMITTED TO ON ALL LOCKING ENTRANCE DOORS-COORDINATE WITH DOOR SCHEDULE. HAVE UNLIMITED UNPROTECTED ODENINGS, ❑ In '�"9 "''"' A 9. PROVIDE EXIT ILLUMINATION AND SIGNAGE PER SEC ION 1006&SIGNAGE PER SEC ION 101 I OF THE IBC. COVER SHEET SIGNAGE:(OSSC I I I ) SIGNAGE GRAPHICS, LOCATION&MOUNTING TO COMPLY WITH OSSC CHAPTER ❑ JprayAiwin4 r•'-'.3;M;we Matedale 10. APPLICABLE CODES:ALL WORK S-iALL BE IN CONFORMANCE WITH ALL FEDERAL, STATE,AND LOCAL CODES. THERMAL AND SOJND INSULATION MATERIALS IOSSC720) 11&ICCIANSI.A 117.1-2003, SPECIFICATIONS AND STANDARDS SHALL MEANT AND ARE INTENDED TO BE,THE LATES-EDI-ION,AMENDMENT OR t CONCEALED INSULATION EXPOSED INSULATION ❑ PLlksgEz ?Xcf'l C'ax'°^a RF/ISION OF SUCH REFERENCE STANDARD IN EFFECT AS OF THE DATE OF THE CONTRACT DOCUMENTS. /� MAX FLAME SP�EAC INDEX-25 -MAX FLAME SPREAD INDEX-25 EXIT SIGNS:(OSSC 1013.1.1) 11, CONTRACTOR SHALL COORDINATE ANY NECESSAR"TESTING AND INSPECTIONS. si MAX SMOKE DEVELOPED INDEX-450 -MAX SMOKE DEVELOPED INDEX-450 ❑ � ' - EXIT SIGNS ARE NOT REQUIRED IN ROOMS OR ARRAS THA-REQUIRE ONLY ONE 12. ALL HARDWARE SHALL COMPLY WITH REQUIREMENTS OF THE ADA. ❑ SDecial'( RTA r' Eil�YOM0W R*Q INTERIOR WALL&CEIUN3 FINISH REQUIREMENTS BY OCCUPANCY: (TABLE 803.13) EXIT OR EXIT ACCESS. 3. ALL DOORS.AND WINDOWS SHALL COMP_Y WITH APPLICABLE ENERGY CODES JOB NO. ?10085.01 OCCUPANCY EXITS CORRIDORS ROOMS/ENCLODED AREA ❑ Smoke=GdltfSt�Syr` >s 02021 ODA,POODP ALL RCMS RESERVED B B C L _ ' R-4 ZONE tE]tE 1 im SW PFAFFLE ST OF 6 _ - - - - - U� (E) 7 1 � � � �. 0 ;Ei 1 (E)4 5 /� O1 Fd / /♦/ o z 1 � g 10 5 / /♦/♦ 43 1 / //♦ 0 0 0 0 00 N (E) 7 (E) 6j /// op / e\ "40000 1� / ♦ (e#4010 e /e PROJECT ♦\/ - 1 /♦/♦ PROPERTY \ 2 i / 00 00 1 / 40 15895 SN 72kD AVE SUITE 200 // GENERAL NOTES VOR , EAND, OREGON 97_24 �O \ fEl 503 . 226 . 1285 \ \ / f A X 5 0 3 2 2 6 1 67 0 � 1 / // CONTRACTOR SH4LL VERIFY AND CONFIRM EXISTING CONDITIONS SHOWN OR w ,v w . c I D A N c . c o n GJ►y ; ♦/ IMPLIED ON DRAVANGS PRIOR TO START OF CONSTRUCTION. NOTIFY \ \ or/ ARCHITE=T/ EfJGIN=ER OF ANY DISCREPANCIES. I \ \ / FAL LEGEND \� / QpL PROPERTY LIME \ / (E) ACCSSIBLE PARKING STALL \ ` TYP, TYPICAL \ = z \ o v o w LL- LU � Q S o Eli a c \ KEYNOTESLLJ _ rQE^1 Ln (E) BUILCING TO REMAIN (PROJECT SCOPE) Ln V 0L (E)ADJACENT BUILDING TO REMAIN -- AST FOOD USE (OWNED BY OTHERS,NOT IN SCOPE) 3 (E) PARKING TO RETAIN-- 9 BUILDING EXCLJSIVE SPACES 40 (E) AREA. OF RECIPROCAL PARKING TO REMAIN �O (E) PAVING TO REMAIN 0 6 ) (E) CURB CUT TO REMAIN 70 (E) LANCSCAPING TO REMAIN 0$ (E) SIDEWALK TO REMAIN 0 (E) SHARD DRIVE ACCESS EASEMENT (N)LANDING@ PROPOSED DOOR 11 NEWLY ENCLOSED BUILDING AREA 3 SITE PLAN u NORTH AM jM SITE PLAN - � O- "=20J' JOB NO. 210085.01 ©?021 CIDA.P.00DA Al RIGHFS RESBAD KEYNOTES LEGEND GENERAL NOTES - `m Jm C> CMU WALL TO REMAIN `NALL TO REMAIN 6 DRINKING FOUNTAIN -- 2EMOVALTO BE (_) WALL TO REMAIN I. CONTRACTOR SF-ALL VERIF'AND CONFIRM EX13TING COVDITONS SHOWN OR IMPLIED ON DRAWINGS PRIOR TO START 1/ � nD O COORDINATED WITH FUTUR=TENANT IMPROVEMENT OF CONSTRUCTION. NOTIFY A/E OF ANY DISCREPANCIES. 7 C� C> CONCRETE CURB ISLAND TO BE REMOVED 10 STORAGE SHELVING TO B:REMOVED =_______ (=)WALL TO BE REMOVED 2. AP'LICABLE CODES:AL WORK SHALL BE IN CONFORMANCE WITH ALL FEDERAL,STATE,AND LOCAL CODES ALL CODE OF C� ROOF LINE ABOVE 11 COORDINATE EEMOVAL OF EQUIPMENT 7 POWER/DATA/TELEPHONE RACEWAY TO 3E REMOVED REFERENCES AMEND EN OR REVISIONN TI--EIrOF SUCH REFERENCED GS STANDARD N EFFECT.AS O"THEAND SPECIFICATIONSHALL MEAN,AND ARE IDED TO BE,DATE OFTHE THE LATEST DOCUMENTS. C> STOREFRONT AND WALL TO BE REMOVED 12 COORDINATE EEMOVAL OF NIGHT DEPOSITORY 8 (E) VAUL ED CEILING TC REMAIN 3. CONTRACTOR SHALL COORDINATE ALL REQUIRED TESTING AND INSPECTIONS, 4. COORDINATE SALVAGE AND/OR REUSE OF MATERIALS WITH OWNER. c 19 BEAM TO REMAIN 5. PERMITTED UNDER SEPARATE PERMIT O CASEWORK TO BE REMOVED 13 COORDINATE REMOVAL OF A_PHALT FCR FOOTING AND SLAB CONSTRUCTION -- SEE STRUCTURAL 20 SIDING AT (E) OVEFHANG TC BE REMOVED 6 COLUMN TO REMAIN DRAWINGS FOR MORE IWORNATION 21 WALLS,CASEWORK:, DOORS AND FIXTURES 7 CONCRETE WAL_TO BE REMOVED 14 VESTBULETO REMAIN TO BE REMOVED V ROOF ACCESS LADDER TO REMAIN 15 RECEPTION STATIOI\ TO BE RE`LOVED t O W J ZC O r ° 0 o z i w o m N N N N O C O n n rn O O O N N) Y 20 I I I I 13 20 �2 ----- ------------------- -------------- I I I 3 I I I I _ _ _ _ _ _ _ _ _ _ _ _ __ _ L - - I - I ------ ---------- f -------- --- — — —— — ----------- ----1----J L---- I I u 1 u 5 1 n 1 II I ` n II 15895 SW 72ND AVE SUITE 200 I I 1 IL___! I I LJ C ; 1, j r PORTLAND, OREGON 97:2A 1 1 1 I I I EEI 1 rr- I I 1 I L 1I I I I I I 1� I I �� N T E L 5 0 3 2 2 6 . 1 2 8 5 C 1� L_ 7 i 6 1 I; : 9 I� l__� i 6 19 I j I I F A X 5 0 7 2 2 6 1 6 7 0 I I IL___,r� i I L__-� 6 i� l i _ W N W - C I D A N C C O M Iti L1---, F C� 7 H II ILII / II 7 fA i rR%, i \ i u -- -Z I , 19�10LJ LJ � � II 1 i 21 6 / i ' 1 6 16 /12 1 17 F , I / I ai � Y t5 C� II _ \\\� ,/ c d �I LL LL / oU. Q w _ /LIQ < Llr) In `) I q� 6 O 1 DEMOLITION SHELL PLAN 2 DEMOLITION REFLECTED CEILING PLAN DEMOLITION SHELL PLAN & RCP VOTE: DEMOU-ION WORK UNDER SEPARATE PERMIT: BUP2021-00 60 NOTE. DEMOLITION WORK UNDER SEPARATE PERMIT: EUP2C21-CCI 60 Al *0 yyy JOB NO. 210085.01 ©?021 ODA.P.0/ODA AL RIGHTS RESE WI D i� KEYNOTES WALL TYPES LEGEND GENERAL NOTES • ALL INSULATION VALUES ARE MINIMUM R-VALUES, INSULATION TO FLL ENTIRE STUD /� e tO (N) SSRVICE/ EGRESS DOOR AND CONCRETE LANDING CAVITY AND MEET OSSC SMOKE CEVELDPMENT AND FLAME SPREAD REQUIREMENTS- <A> NEW STOREFRONT--SEE TYPES A5.1 I. CONTRACTOR SF-ALL`/ERIF"AND CONFIRM EXISTING COVDTTONS SHOWN OR INPLIED ON DRAWINGS PRIOR TO START SEE CS I FOR MORE INFORMATION V OF CONSTRUCTION, NOTIFY A/E OF ANY DISCREPANCIES. LEVE J. JNM O (N) SIDING PEP ELEVATIONS A2.1 101-A NEW DOOR-- SEE TYPES AS.1 2. AP'UCABLE CODES:AL WORK SHALL BE IN CONFORMANCE WITH ALL FEDERAL, STATE,AND LOCAL CODES. ALL CODE REFERENCES N TI-E DRAWINGS AND SPECIFICATIONS SHALL MEAN,AND ARE NTENDED TO BE,THE LATESTEDITION, ' • EXTERIOR WALL - 2X6 V�'OOD STl,DS VHITH PLYWOOD SHEATHING AND SELF <.r 3 (E) COLUMN TO BE MODIFIED- SEE STRUCTURAL DRAWINGS FOP,MODIFICATIONS a ADHERING AIR AND MOISTURE BARRIER. INT=RIOR 5/8"GYP.BR FULL HEIGHT. (E)WALL TO REMAIN AMENDMENT OR REVISION OF SUCH REFERENCED STANDARD N EFFECT.AS 0=THE DATE OFTHE CONTRACT DOCUMENTS. t r)i OR PROVIDE R-21 INSULATION FULL CAVITY TO MEETOEESC NOTED ON CS 1. 3. CONTRACTOR SHALL COORDINATE ALL REQUIRED TESTING AND INSPECTIONS. Sir O fA� 113060 (E) ROOF ACCESS LADDEREXTERIOR FINISH: SEE ELEVATIONS A2.1 (E)WALL TO BE REMOVED 4. COORDINATE SALVAGE AND/OR REUSE OF MATERIALS WITH OWNER 5. AL_DOOR HARDWARE SHALL MEET THE REQUIREMENTS OF ANSI A 117.1 2009 EDITION AND THE ADA. O (E) BEAM EXTERIOR INA L WALL-2X4 WOOD STUDS'✓JITI- PLYWOCSHEATHING PER = (N)WALL--SEE WALL TYPES THIS SHEET 6. FIR_EXTINGUISHERS SR-ALL BE LOCATED AS REQUIRED BY SECTION 906 0=C AND ADPROVED BY LOCAL FIRE MARSHALL. ❑B D STRUCTLRAL DRAWINGS AND SELF ADHERING AIR AND MOISTURE BARRIER. 7. LIGHT AND VENTIATION NOT INDICATED ON-HESE PLAYS SHALL 3E PROVIDED AS PEP SEC-ION 1203& 1205 OSSC. O VAULTED CEILING PROVIDE R-13 INSULATION FULL CAVITY TO 11EETOEESC NOTED ON CS I. INTERIOR 8. PROVIDE EXI- ILLUMINATION AND SICNAG PER SECTION 1006&SIGNAG PER SECTION 101 1 OF THE OSSC. O7 R00=LINE ABOVE SIDE ABUTS TYPE C FURRING WALL. EXTERIOR FINISH: SEE ELEVATIONS A2.1 9. AL_DIMENSIONS ARE TO FACE CF FIN SH UNLESS NOTED OTHERWISE. FURRING WALL- 2X4 WOOD STUDS WTH VAPOR BAFRIER INTERIOR S/8"GYP. SR O (N) COLUMN PER STRUCTURA_DRAWINGS C FULL HEIGHT. PROVIDE R-13 INSUL.ATIO14 FULL CAVITY TO MEET OEESC NOTED ON O (N) GYP. BD.CEILING CSI. 10 (N) BEAM SER STRUCTURAL O � O I= ° z 36'-0'VFY.(EXST. CMU WALL) O Z w w w O -0 32'-O"VFY. '-0 R.O. 0" 4'-7' 14'-0' 0 014'- 0 0 ns ` As,l — C C C / 2 ) > 9 >J b JA � rev m d k 53 Eo — — 0 moo, o C� \-o / I5895 SW 72ND AVE SUITE 200 61\-�: j \ f ORET LRS D0,3ORZI Z O N 97:825 5 / F A X 5 0 3 2 2 6 1 6 7 0 // `N N W C I D A N C C O M A2. OCC.LOAD: Lu LwWl LL i / o C Q / Lu Q G J W Q Ln 4(A21 n 0 g i PROPOSED SHELL PLAN 2 PROPOSED REFLECTED CEILING PLAN SHELL PLAN& REFLECTED CEILING NOTE:TENANT MPROVEMENT TO B= PERMITTED SEPARATELY. 8" = I'-0" NOTE: TENANTIMPROVEMENTTO 6E PERMITTED SEPARATEL . PLAN A1 . 1 R JOB NO. 210085.01 02021 ODA P.00DA Al RIGHTS RESEWED ELEVATION GENERAL NOTES KEYNOTES 1MEA. im 1. �--� � DOCUMENTATION OF EXISTING CONDITIONS BASED ON PROVIDED DO=UMENTATIO (D) 864 SF ADDITON - INFILL(E)DRIVE THROUGH A I1 � CONTRACTOR TO VERIFY ALL CONDITIONS SHOWN OR IM'LIED -� -- NEW HORZONTAL COMPOSITE SIDING-0 MATCH EXISTINC 7Jfi. THROUGHOUT THE DRAWINGS AND NOTIFY ARCHITECT AND/OR ENGINEER -- PAINT:TBD �C OF ANY DISCREPANCY. 2. APPLICABLE CODES ALL WORK SHALL BE IN CONFORMANCE WI-H ALL FEDERAL O NEW ST)RERONT TO MATCH EXISTING-- SILL AND HEADER HEIGHT TO MATCH EXISTING STA-E,AND LOCAL CODES. SPECIFICATIONS AND STANDARDS SHALL MEAN, -- STOP.EFRONT BASIS OF DESIGN:ALUMINUM FRAME THE2MAL BROKEN, AND ARE INTENDED TO BE,THE LATEST EDITION,AMENDMENT OR REVISION OF DOUXE PANE,LOW-E: SOLERBAN 60(U-FAC-OR 0.39, SHGC 0.4 1) SUCi REFERENCE STANDARD IN EFFECT AS OF TF-E DATE 0=THE CONTRACT ���� DOCUMENTS. ( 3 ) NEW HOLLON METAL 3ERVCE/EGRESS DOOR (,_ EXISTING PYLON SIGNAGE TO REMAIN (D NEW HORIZONTAL COMPOSFTE SIDING AT EXISTING ROOF FRAMING SIDING I_ -0 MATCH NEW ADJACENT. 'AINT:TBD ; PROJ_CT SCOPE �!! O 00 L O z CL W J _ I ? m I I-III- =1L=J I I l =1JAil—, I I=1 I M_i i_� SOUTHEAST ELEVATION - PROPOSED PROJECT SCOPE \ PROJECT SCOPE ., - - - - - - - - - - -- - - - -. ` ------------------- -- ------ —� -- -- --- --- = - 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 9724 T E L : 503 . 226 1 2 8 5 F A X : 5 0 3 . 2 2 6 1 6 7 0 W N W . C ID A N C . C O M I i I _ :.I ,;I-I,: � 11 - - -L-- 1=1 I I - 11= I I-1 11-1 I- I - i 1-Ill I L-I I I I I - -� 11IIFTIIrtI IIi1 -1IIIIIInIIili-ill�iliilii1II11�I�I1�I1_-III � Ir�1I�Ir�11-�I�1mi1II 1�II II 11pi;1�irlr�in�IrIlr�lr�Ir� � I III -1III��II1-ILII II . IIIA=IIIIf-TIIIIII III . III�III -IHIIIIIIIIII( I . II�I11-uIT1iI ,.IiIiI tIITII LEMu a no 9�P0R';" ON OF (N) FRE-FINISHED SF-EET METAL CO?ING (N) PF;E-FINISHED SHEET METAL COPING (N) PRE-FINISHED SHEET METAL COPING -- COLOR TO MATCH (N) STOREFRONT -- COLOR TO MATCH (N) STOREFRONT -- COLOR TO MATCH (N) STOREFRONT (E) PARAPET TO REMAIN (E) PARAFET TO REMAIN (E) PARAPET TO REMAIN COMPOSIT SIDING OVER(E) MASONRY WALL COMPOSIT SICING OVER (E) MASONRY WALL COMPCSIT SIDING OVER (E) MASCNR" WALL 8 INSTALL SIDING PER MANUFACTURERS 8 -- INSTALL SIDING PER MANUFACTURERS 8 51M. _ _ -- INSTALL SIDING PER MANUFACTURERS ~ A41 ♦ RECOMMENCATIONS A�.i ♦ �/� RECOMMENDATIONS A4'1 ♦ RECOMMENDATIONS w - - 0 0 - I (E) ROOFING SYSTEM TO REMAIN I (E) ROOFING SYSTEM TO REMAIN (E) ROOFING SYSTEM TO REMAIN o — I NEW BATT INSULATION PER ENERGY I I NEW BATT INSULATION PER ENERGY I I NEW PATT INSULATION FER ENERGY ? s u COMPLIANCE FORMS NOTED ON CS I I COMPLIANCE FORMS NOTED ON CS I I COMPLIANCE -ORMS NOTED ON CS _ _ o z U I I I 0- (L w o z I z I z _ m o N M V' 000 _23 mC ♦ _ woo Z 5/8" GYP. BD CEILING z 5/3" GYP, BD CEILING 5/8" GYP. BD C=ILING \ ATTACH TO STRUCTURE I --ATTACH TO STRUCTURE -- ATTACH TO STRUCTURE w w A41 (E) WOOD JOIST & FRAMING TO REMAIN ` 1 ' I (E) WOOD JCIST & FRAM NG TO REMAIN (E) WOOD JOIST & FRAMING -O REMAIN VAPOR BARRIER I � � INSULATION PER WALL TYPES. GYP. BD. -O (E) STRUCTURE GYP. BD. TO (E) STRUCTURE \ --SEE A I.I \` (E) MASONRY WALL 2X6 WOOD S-UD WALL 2X4 NOOD FURRING PER PANS -- EE STRUCTURAL DRAWINGS FOR MORE INFORMATION INSULATION 'ER WALL TYPES (E) MASONRY WALL --SEE AI.I INSULATION PER WALL T"PES 'ALUMINUM STOREFRONT SYSTEM PER PLANS 2X4 WOOD FURRING PER PLANS -SEE AI.I 15895 SW 72ND AVE SUITE 100 (`� U PORTLAND. OREGON 97:24 z z T E L 5 0 3 - 2 2 6 1 2 8 5 N N INFILLOPENING SHEAVING PER STRUCTURAL F A X : 5 0 3 . 2 2 6 . 1 6 7 0 X W N W C I D A N C . C O M W W INTERIOR FINISH BEYOND SHEATHING PER STRUCTJRAL AIR AND MOISTURE BARRIER AIR AND MOISTURE BARRIER COMPOSITE SIDING PER ELEVATIONS A2.1 --INSTALL PER MANUFACTURERS RECOMMENDATIONS — VAPOR BARRIER DA41 VAPOR BARRIER own OVO COMPOSITE SIDING PER ELEVATIONS A21 2X4 WOOD FURRING PER FLANS --INSTALL PER MANU-_ACTURERS RECOMMENDATIONS ' 71,1I (E) MASONRY WALL ' I ' (E) MASONRY WALL VAPOR BARRIER 2" CONTINUOUS POLYSTYRENE PERIMETER INSULATION >- O O 2" CONTINUOUS POLYSTYRENE PERIMETER INSULATION 12" DEPTH MINIMUM PER COMPLIANCE FORMS NOTED z 2" CONTINUOUS POLYSTYRENE PERIMETER INSULATION z 12' DEPTF- MINIMUM PER COMPLIANCE FORMS NOTED 6 ON CSI = z N 12" DEPTH M NIMUM PER COMPLIANCE =ORMS NOTED N ON CSI Q 6 A4.1 0 J , ON CSI w 4.1 / (N) SLAB PER STRUCTURAL '� NEW FOOTING AND SLAB J I i LU (N) SLAB PEE. STRUCTURAL / // PEP, STRUCTURAL p � LI QJ O 4 ILL] cila d o d d a a d d d d � w J -TTT---TTT- - Ni W a 2' y �w � III 1 I IEEI 1.0 �- I! 11/1 I �iIIi —_- � I r 1 I I1 I I I I I—I I F71 I I 1 I 1 11 I I I X111 I I—I 1 I-1 I EIII 1 I 1—I I I EI I I-1 I I —III i I !=1 I I-I El I - =1 I I I I I=i 11-11 i=1 I I-1 I =1 I I I= I II=I 11=1 11=1 I Ed 11=1 i i= I h -- I i I I=! I IIi=1I i-!V I I I --11iEi I IEI ! I—II I I ! 101I—I!MImII-111=1Ii_ LE111 a 11=1 11=1 I El IlE II 1=1 I I 1 I i111 M I El I— I El I El 11=1 I I I I 111—I 1 11=1I I—III-1 I I=1 11=1 I . III-1 I I—I 11=1 11=1 I I—I ! I 11=I I --I 11=1 11=11511 1=1 I 11=11 I—I I II- I I ILII—I 11=I I �I I I—III=I f i:= -I a I ° I 1=III-1 I �l 11=111=1 I I I I 1=1_I I =� !EHII—I=1 i El I Imo, I f-1 I I—III= I 1-1 I --- _ — I-�' _ I I I-1I I=1 i I_III=1 I I-1 11 11=1 ! III- -111=I 11=1 11=I 11=1 I I I1=11 I_I 1= I I I�I I I�I i l�l I I�I I I�I II _ ==— — _ d1-11-1_I=1 I_I=I 11-I I M I I—III—I I EI I i—I I i—III I I I i— I-1 . 1— . I I_I I I—I i El I I_I I I_I I I—I I I I III-1 I I i 1=1 11=1 11=1 I I-1 111 I I� 11=1 V I I I �1 11-1 I I_ -1 I I=i 11=1 I I-1 ! I=II I-1 I lEEi 11=1 11=1 I FHlll-1 I I-1 I hI 11-1 I I ='11 11-III-- _—_= —=— —= I=1 I I=1 I I-11 —I I— I I—I 11—I I I_I 11=1 I !—III—I I —I I o 0 3 s WALL SEC-IONS All 1 WALL SECTION @ (N STOREFRONT 2 WALL SECTION @ (N) INFILL WALL 3 WALL SECTION @ (N) WALL JOB NO. 3.1 1" = I ' o° 3.1 I ° = o 01021 ODA..0 DA X RIG O S RESEiVED 2X4 WOOD STUD FRAMING STRAY APPLED BITUMENOUS DAMP ZOM'OSITE SIDING -- ALGN WITH /—CONTINUOUS VENT STRIP PF,OORNG @(E) CMU BATT INSULATION N) SUING AT (E) FRAMING ABOVE AND INSECT SCREEN-- (E MASONRY WALL TO REMAIN PER PLANS - SEE ELEVATICNS A2.1 INSTALL TOP FACE DOWN4e CONTINJOUS CLEAT @ 2' LME L MO SET EXTERIOR SHEATHING AND PLATES IN GYP,BD.OVER I VERTCAL PURR NG STRIP O.C. L k SEALANT AT FLASHING ONLY I COMPOSITE SIDING SEE ELEVATIONS A2.1 VAPOR BARRIER 01ON - r , PREFIN6HEC FLASHING i it 2X4 WOOD STUDS RAINSCREEN Al SPACE PRE-FINISHED SHEET MEAL H= MN. 4"WRB OVERLAP I I WEATHERRESISTIVEBARRIER ATTACH W/ELASTIC CAP FASTEN-RS PER COPINGCv CONTINUOUS VENT STRIPANC INSECT BATT INSULATION I MANUF.INSTRUCTIONS - LAP 4" MIN. 1 CONT -- INSTALL TOP FACE DOWN PER PLANS EXTERIOR iXTERIORSHEATHING SEAL TOP OF ZAP AND SZREEr EXTERIOR SHEATHING MEMBRANE FLASHNG LAYER I 2x4 WOOD FRAMING I WEATHER RESISTIVE BARRIER / WITH FABRIC AND MASTIC WOCD FRAMING I VERTICAL FURRING STRIP ATTACH W/PLASTIC CAP ASTENERS PER MANUF. INSTRUCTIONS - LAP 4' MIN GYP. BC.OVER MIN. 11/4"SIDING OVERLAP VAPOR BARRIER MIN. 1 1+4"SIDING OVERLAP 2X6 WOOD FRAMIN TYP, / BARRIER ER- RESISTIVE ATTACH W/AFLASTIC BATT INSULATICN PER PLANS CAP FASTENERS PER MANU SPRAY APPLIED 61TUNENOUS DAMP F. VERTICAL FURRING STRIP I i I PROO=ING @ CMU 12 INSTRUCTIONS - LAP 4" 41N. F COMPOSITE SUING SEE u wa I E+(TEROR SHEATHING PER STRUCTURAL I i (E) CMU WALL r _ _ 1/ �ELEYATIONS A2.1 4 MIN, 2 O i II OJ V/FATHER RESISTIVE BARRIER I 'VERTICAL URRNG STRIP = l7 COMPOSIT SIDING SEE s ATTACH W/PLASTIC CAP FASTENERS PER L Z ELF`/ATIONS A2.1 �y � }` NAND. INSTRUCTIONS - LAP 4"MIN. I i I �– LEAVE APPROPRIATE GAP.AND CAULK I o ¢ O Z COMPOSITE SIDING SEE ELEVATIONS A2.I I CEMEfJTITIOUS TRIM I j REMAIN MASONRY WALL TO w w w a 1 = m INTERIOR SHEATHING PER STRUCTURAL ROOF LINE ABOVE I (E) ROOF FRAMING TO N N N N ALIGN W/INSIDE FACE OF MASONRY _ _ —I GYP. BJ. OVER VAPOR.BARRIER BACKER ROD AND SEALANT IREMAIN oN o N N I = r o o N NRV BATT UNSULATIONS $ ro ^a FTc OSE INSTALL WRB FROM WKSIDE OF PLYWOOD PRIOR TO ATTACHINC POW00) PER ENERGYCOMFLIAN_E 2X FRAMING. COMPLE-E INSTAL_ OF WRB FOR SHINGLE EFFECT i FORMS NOTED ON CSI PLAN DETAIL i INFILL WALL AT E MASONRY TRANSITION - HEADER i HARDIEPLANK SIDING @ NEW WALL 3 COMPOSITE SIDING AT E MASONRY TRANSITION � I L CYP. BJ.OVER VAPOR BARRIER Y 2x4 WOOD STUD FURRING INTERIOR SHEATHING PER STRUCTURAL } I' COMPOSITE SIDING SEE ELEVATIONS A2.1 I COMPOSITE SIDING SEE ELEVATIONS A2.1 WEATHER RESISTIVE BARRIER ATTACH W/PLASTIC CAP FASTENERS PER WEATHER RESISTIVE BARRIER-- MANUF. INSTRUCTIONS - LAP 4"MIN. ATTACH W/PLAS-IC CAP FASTENERS PER MANUF INSTRUCTIONS - LAP 4"MIN. BATT INSULATION i EiCTEROR SHEATHING PER STRUCTURAL PEP,PLANS 1 ;i I EXTERIOR SHEATHING VERTICAL FURRING STRIP WOOD FRAMING I VERTICAL FURRING STRIP g , GYP. BC.OVER I 0 A MIN. 1 1/4"SIDING OVERLAP VAPOR BARRIER I ? I � MIfJ. I 1+4"SIDiNGOVERLAP F 2x4 WOOD FRAMING BOTTOM PLATE INSULATION PER PLAIDS 1 BUTYL SELF ADHERED MEMBRANE PER MANUF. �� INSTRL.CTIONS BOTTOM PLATEIIS TAPE,TYP. �� MOISTURE BARRIER CONTINUOUS VENT STRIP ANC INSECT I I CONT.VEN'STIR AND INSECT SCREEN15895 SW 72ND AVE 1 SCREEN -- INSTALL TOP FAZE UP I INSTALL TOP FACE UP PORTLAND. OREGON 97:2- STARTER r:2-STARTER STRIPSTARTER STRIP I E L 5 0 3 - 2 2 6 , 1 2 8 5 i\1 J I 1 FLASHING ( F A X : 5 0 3 . 2 2 6 1 6 7 0 — - FREFINISHED FLASHING -- LIQUID APPLIED WATER PROOFING W N W C 1 D A N C C O M rl , 1 SET FLASHING IN CONTINUOUS BED OF2G GA PREFINISHED FLASHING --SET CONTINUOUS SSALAVT HORIZONTAL LEG (SLOPE TO DRAIN) VENT STRIP K SET PLYWOOD AND PLATES IN SEALANT IN CONTINUOUS SEALANT AND INSECT (E) MASONRY WALL TO REMAIN U (E) ASPHALT SCREEN -- INSTALL TOP ZONZRETE SLAB/ FACE UP SPRA"APPLIED BITUMENOUS DAMP MASONRY FOOTING PROOFINC @ INTERIOR S DE OF(E)CMU =) I I—III^III-III— LOOSE INSTALL WRB FROM BACKSIDEOF PLYWOOD PRIOR, TO ATTACHING PLYWOOD TO 2X FRAMING- COMPETE INSTALL OF WRB FOR SHINGLE E=FECT s INFILL WALL AT E MASONRY TRANSITION - SILL HARDSCAPE CLEARANCE NEW WALL 8 PARAPET FLASHING @ (N) SIDING 4. 4. 3"= 1,-0" 4 _ = p o J L J W LLJ O ILL Q O Lu a ci LLJ J / IGL In _n a 0 0 N D Z� 6 EXTERIOR CETAILS _ o A4. 1 jOR NO. 2;008;0 VAPOR BARRIER EATT NSULATION PER PLANS BATT INSULATION PER PLANS DOOR SCHEDULE GYP. BD. EXTERIOR SHEATHING PER STRUCTURAL TYPE OPENING DOOR FRAME ASSEMBLY Il71E �. I WEATI ER- RESISTIVE AIR BARRIER-- HEIG i N0. TYPE WIDTH HT THK�C. MAT L FINISH MAT'L FINISH HDRATING NR FIRE 2 <4 WOOD STUD FI RRINIu NOTES �J ATTACH W/PLASTIC CAP FASTENERS PER G • WALL PER'LAM I MANUR INSTRUC-IONS- LAP 4"MIN. 101 -A A 3 -0" -0 1 -3 4 HM PAINT HU PAINT -- -- INTERIOR I !- SPRAY APPLIED BITUMENCUS I VERTICAL FURRING STRIPS 9� � - - - - - - DAMP PROOFING 0 IVT.SDE I COMPCSITE SIDING PER ELEVATIONS A2.1 OF(E)CMU I � II TABLE NOTES: ABBREVIATIONS OF AL CONT. SEALANT I SELF ADHERED MEMBRANE FLASHING 1 GL GLASS 14'-9"VFY. UM LAP OVER HEAD FLASHING HM WEED HOLLOW METAL Z GYP. SILL BELOW N VAPOR I (DCISTING RO.) STL STEEL (INSUJQED) --------------� F ALUMINUM STCREFRONT SYSTEM BARRIER EQ. EQ. EQ. EQ. STL• STEEL PANEL (FLUSH, INSULATED) CL l(i �. SHIM SHIM 7 HARDWARE SCHEDULE DOOR TYPES �X" I CCNTINUOUS VENT STRIP AND INSECT _ / ILl C SCREEN-- INSTALL TOP FACE UP O TY� GENERAL NOTES: INT.FINISH - d CCNTINUOIS STARTER STRP Z �/ �/ �/ �/ 1 �2 PR EA BUTTS 1• ALL HARDWARE SHALL COMPLY WITH z iE N / / / / 1 ENTRANCE LOCKSET THE REQUIREMENTS OF THE ADA. _ BACKER ROD PRE-FIN6HEC SHEET METAL HEAD " 1 WEATHERSTRIPPING O N t 1 THRESHOLD 2. DOORS SHALL BE OPENABLE FRDM O AND SEALANT, FLASHING -- COLOR TO MATCH t T., THE INSIDE NITHOUT THE USE OFA F STOREFRON- i p KEY OR SPECIAL KNONLEDGE OR — EFFORT. i Iaf Z CONT. SEALANT AND BACKER RODDOOR AS SCHEDULED / w w H a D_ 3. COORDINATE KEYING OF ALL DOORS INT.FINISH / F '!c-. m E<TERIOR WITF OWNER FOR PROPER USE AND (E,MASONRY WALL BEYOND OPERATICN. - - - - ALJMINUM STOREFRONT \\ o a N o A 4. COORDINATE FINAL HARDWARE WITH N o o COUNT: 2 TENANT FOR APPROPRIATE -UNCTION X `� $ 0 0 VOTE: HEAD CONDITION SIMILAR \ 3 a n 1 ALUMINUM STOREFRONT -- JAMB @ E MASONRY 2 HOLLOW MTL. DOOR -- HEADER 3 STOREFRONT TYPES FLLSH (SINGLE) (A A EXTERIOR INTERIOR IN.FINISH , j VAPOR BARRIER ALUMINUM STOREFRONT SYSTEM 1VTEWOR SELF ADHERED MEMBRANE BATT INSULATION PER PLANS GYP. 6D.JAMB BEYOND DOUBLE STUDS AT JAMB L2 SHIM CONT. SEALANT SHAM CONT. SEALANT ZEXTERIOR SHEATHING PER STRUCTURALIONS - L 5895 s W 72ND A J E SUITE t o o AND BACKER ROD PORTLAND. OREGON s1:2< CONT.SILL FLASHING 2X4 WOOD STUD FURRING WEATHER- RESISTIVE AIR BARRIER-- W/END DAMNS i WALL PER'LANb =______ __ STRUCTURAL GENERAL NOTES CODE CONCRETE METALS '`C.. ' F�f� 2019 OREGON STRUCTURAL SPECIALTY CODE, OSSC 2019 1. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: FOUNDATIONS 3000 PSI r U� SLABS 3000 PSI 1. MISCELLANEOUS STRUCTURAL STEEL TO BE ASTM A36, FY=36 KSI, UNLESS NOTED OTHERWISE. CONCRETE MIX DESIGN PER ACI 318 CHAPTER 5 (BUILDING CODE REQUIREMENTS FOR 2. STRUCTURAL STEEL BEAMS TO BE ASTM 992, FY=50 KSI, UNLESS NOTED DESIGN CRITERIA 2. REINFORCED CONCRETE) SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER. OTHERWISE. f SOIL BEARING: apli S Zj 1500 PSF ALLOWABLE FOR GENERAL FOUNDATION BEARING 3. MAXIMUM W/C RATIO FOR FOUNDATIONS AND WORK NOT EXPOSED TO VIEW 0.58 3. TUBES TO BE ASTM A500 GRADE C, FY=50 KSI; PIPES ASTM A53 GRADE B, FY=35 KSI. MAXIMUM W/C RATIO FOR SLABS AND WORK EXPOSED TO VIEW 0.48 4. BOLTS TO BE ASTM A325, UNLESS NOTED OTHERWISE. ROOF LOADS: 4. MAXIMUM SLUMP 4" PLUS OR MINUS 1". 5. WELDING TO BE BY CERTIFIED WELDERS USING E70XX ELECTRODES IN ACCORDANCE DEAD = 17 PSF 5. SAWCUT CONTROL JOINTS 1/4 SLAB DEPTH. WITH AWS STANDARDS. SNOW: BASE = 25 PSF GROUND = 10 PSF 6. CONCRETE AND REINFORCING TO HAVE SPECIAL INSPECTION IN ACCORDANCE WITH 6. ALL STEEL TO HAVE SHOP COAT. (n Of uj ROOF PARAMETERS OSSC 2019 SECTION 1704. 7. STEEL FABRICATOR TO SUBMIT SHOP DRAWINGS TO A/E FOR REVIEW PRIOR TO o OL OL CE = 1.0, CT = 1.0, Is = 1.0FABRICATION. OL Z PF = 25 PSF + DRIFTING, 25 PSF MIN 7. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON w o GRADE MAY BE VIBRATED ONLY AROUND UNDER-FLOOR DUCTS, ETC. 8. STEEL WASHERS TO BE USED AT ALL BOLTED CONDITIONS. WIND LOADS: 8. CAST CLOSURE POUR AROUND COLUMNS AFTER COLUMN DEAD LOAD IS APPLIED. 9. BRACING RODS TO BE INSTALLED TAUT; ONE STANDARD TURNBUCKLE PER ROD MAY w w � RISK CATEGORY II S 5 w w BASIC WIND SPEED (3 SECOND GUST) = 98 MPH 9. UNLESS NOTED OTHERWISE ON DRAWINGS, ALL CONCRETE SLABS ON GRADE SHALL BE USED. ui w o a EXPOSURE CATEGORY = B BE BOUNDED BY CONTROL OR CONSTRUCTION JOINTS SUCH THAT THE ENCLOSED 10. LATEST AISC, SJI, AND AWS CODES APPLY. ALL CONSTRUCTION PER LATEST AISC � w z GCpi = t0.18 AREA DOES NOT EXCEED 400 SQUARE FEET. HANDBOOK. w w a_ o qn=14.63 PSF 10. DOWELED CONNECTIONS TO EXISTING CONCRETE TO USE "HILTI" BRAND HIT-HY 200 OR 11. ALL CONCRETE SCREWS SHALL BE "SIMPSON TITEN-HD" ANCHORS, "DEWALT SCREW-BOLT" a T ~ m I- ? m EARTHQUAKE: SIMPSON SET-XP ADHESIVE. OR APPROVED EQUAL WITH ICC-ES RATING FOR MATERIAL INTO WHICH INSTALLATION I I I SEISMIC PARAMETERS: TAKES PLACE. RISK CATEGORY II12. ALL ADHESIVE ANCHORS TO BE ASTM A36 OR ASTM A307 W/ "HILTI" BRAND HIT-HY 200, 0 0 0 0 IMPORTANCE FACTOR = 1.0 N N cq N MAPPED: Ss = 0.867 Si = 0.395 SITE CLASS: D REINFORCING SIMPSON SET-XP ADHESIVE, DEWALT PURE110+ EPDXY OR DEWALT AC200+ ACRYLIC DESIGN: SDs = 0.694 a SEISMIC DESIGN CATEGORY = D 13. ALL EXPANSION ANCHORS TO BE SIMPSON STRONG-BOLT 2, HILTI KWIK-BOLT TZ, OR DEWALT o o n n FORCE RESISTING SYSTEM(S): R OMEGA CD 1. DEFORMED BARS ASTM A615, GRADE 60. WELDED BARS ASTM A706, GRADE 60. WELDED POWER-STUD+ SD2. W o 0 0 0 ORDINARY REINFORCED MASONRY SHEAR WALLS 2 2.5 1.75 WIRE FABRIC PER ASTM A185, WIRE PER ASTM A82. 14. ALL REFERENCE TO HEADED STUDS SHALL INDICATE AUTOMATIC WELDED HEADEDN v LIGHTFRAMED WALLS WITH RATED SHEATHING 6.5 3 4 2. UNLESS NOTED OTHERWISE, LAP SPLICES SHALL BE CLASS "B" TENSION LAP SPLICES. STUDS (NELSON OR EQUIVALENT). DESIGN:: R = 2 IN ACCORDANCE WITH ACI 318, CHAPTER 12. LAP SPLICES IN COLUMNS SHALL BE STANDARD SEISMIC RESPONSE COEFFICIENT: Cs = 0.347 15. ALL EXTERIOR STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED OR STAINLESS U.N.O. DESIGN BASE SHEAR AT ROOF OF ENCLOSED CANOPY: 8.26K (E/W), 11.38K (N/S) COMPRESSION LAP SPLICES PER LATEST EDITION OF ACI 318. DESIGNED WITH EQUIVALENT LATERAL FORCE PROCEDURE STAGGER ALTERNATE SPLICES A MINIMUM OF ONE LAP LENGTH. LAPS IN WELDED WIRE FABRIC SHALL BE MADE SO THAT THE OVERLAP MEASURED BETWEEN OUTERMOST CROSS WIRES OF EACH FABRIC SHEET IS NOT LESS THAN THE SPACING OF CROSS WIRES PLUS 2 INCHES. POST-INSTALLED CONCRETE ANCHORS 3. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT CORNERS AND INTERSECTIONS OF FOOTINGS AND WALLS. REINFORCING BAR SPACINGS GIVEN ARE 1. ADHESIVE MAXIMUM ON CENTERS. ALL BARS PER CRSI SPECIFICATIONS AND HANDBOOK. DOWEL ALL A. ADHESIVE ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO INSTALL ADHESIVE ANCHORS VERTICAL REINFORCING TO FOUNDATION. SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE. CONCRETE COLUMN DOWEL EMBEDMENT SHALL BE A STANDARD IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND WITH STRICT ADHERENCE TO THE PROVISIONS WITHIN THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS FOUNDATION COMPRESSION DOWEL EMBEDMENT LENGTH ACCORDING TO THE LATEST EDITION OF ACI 318. B. AT THE TIME OF ANCHOR INSTALLATION, IN ACCORDANCE WITH ACI 318-14 SECTION 17.1.2, ADHESIVE 4. CLEAR CONCRETE COVERAGES AS FOLLOWS: ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS 1. FOOTINGS ARE TO BEAR ON UNDISTURBED NATIVE SOIL OR ENGINEERED FILL PER SPECIFICATIONS C. WHERE THE AUTHORITY HAVING JURISDICTION OVER THIS PROJECT REQUIRES ADHERENCE TO ACI 318-14, COMPACTED TO 95 PERCENT RELATIVE TO ASTM D 1557. CAST AGAINST & PERMANENTLY EXPOSED TO EARTH -------------3" EXPOSED TO EARTH OR WEATHER SECTION 17.8.2.2 INSTALLATION OF ADHESIVE ANCHORS IN HORIZONTAL TO VERTICALLY OVERHEAD ' 2. BOTTOM OF FOOTINGS TO BE A MINIMUM OF 18" BELOW FINISHED GRADE. 61OR LARGER ------------------------2" ORIENTATION SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH 5 OR SMALLER --------------------1 1/2" ACI AND IN ACCORDANCE WITH ACI AND IN ACCORDANCE WITH ACI 318-14, SECTION 17.8.2.2. PROOF COLUMNS (TO TIES) ------------------1 1/2" CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT , BEAMS (TO STIRRUPS) ----------------1 1/2" OF INSTALLATION. NOTE: THE STATE OF OREGON DOES NOT REQUIRE ADHERENCE TO ACI 318-14, GENERAL ALL OTHERS PER LATEST EDITION OF ACI 318 SECTION 17.8.2.2. 1. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE 2. MECHANICAL I ARCHITECTURE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. MIN. REINF. BAR SPLICE LENGTHS IN CONCRETE A. MECHANICAL ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO INSTALL MECHANICAL I ENGINEERING THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE ANCHORS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND WITH STRICT ADHERENCE TO THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT ESTABLISHED PER ACI 318 SECTION 12.2 & 12.3. PROVISIONS WITHIN THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. BE LIMITED TO, BRACING, SHORING OF LOADS DUE TO CONSTRUCTION EQUIPMENT, INTERIORS ETC. OBSERVATION VISITS TO THE SITE BY THE A/E SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. BAR SIZE LAP 15695 SW 72ND AVE SUITE 200 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH GR PORTLAND, OREGON 97224 DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH T E L : 5 0 3 . 2 2 6 . 1 2 6 5 A/E. #3 60 22" FA X : 503 . 226 . 1 670 W W W C I D A I N C C O A 3. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS #4 60 29" OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. 4. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH #5 60 36" STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM. NOTES: 5. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, 1. VALUES SHOWN ABOVE ARE FOR CLEAR COVER OF 1 BAR DIAMETER MINIMUM AND MECHANICAL, ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS CLEAR BAR SPACING OF 2 BAR DIAMETERS MINIMUM. WHERE COVER OR BAR SPACING AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. IS LESS THAN THIS INCREASE LAP LENGTH BY 50 %. 2. NO BUNDLED BARS. 6. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. HE SHALL BE RESPONSIBLE FOR 3. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE. ALL CHANGES NECESSARY IF HE CHOOSES AN OPTION AND HE SHALL COORDINATE ALL DETAILS. 7. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. CARPENTRY 8. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW j SHALL BEAR THE SEAL OF A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE 1. ALL NAILS TO BE COMMON WIRE OR EQUIVALENT DIAMETER AND LENGTH. STATE OF OREGON 8d COMMON = 0.131"0 x2j" = z 9. ALL DETAIL CUTS SHOULD BE CONSIDERED TYPICAL ® LIKE CONDITIONS 10d COMMON = 0.148"0 x 3" O 16d COMMON = 0.162"0 x 3q" p (� NAILING FASTENERS NOT MEETING THESE DIMENSIONS MUST BE SUBMITTED Uc AS A SUBSTITUTION REQUEST AND APPROVED BY ENGINEER PRIOR TO USE. J LL_ W LLISHOP DRAWINGS 2. ALL NAILING TO BE IN ACCORDANCE WITH OSSC 2019 TABLE 2304.10.1 0 r ' O UNLESS NOTED OTHERWISE. O V Q SUBMIT SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR THE FOLLOWING: 2 3. ALL NAILS TO PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED LLI Q Q 1. REINFORCING STEEL 4. ALL FRAMING HARDWARE TO BE SIMPSON STRONG-TIE BRAND OR EQUIVALENT J ct 2. STRUCTURAL AND MISCELLANEOUS STEEL INCLUDING WELD INSERTS AND ANCHORS SPECIFICALLY APPROVED BY ENGINEER. j Q 3. FRAMING NAILS (MANUFACTURER, MODEL AND PHYSICAL DIMENSIONS) - MUST BE 5. ALL FRAMING HARDWARE IN CONTACT WITH PRESSURE TREATED LUMBER TO BE N SUBMITTED PRIOR TO STARTING FRAMING HOT DIPPED GALVANIZED 6. LUMBER GRADES: CO -GLULAM BEAMS, 24F-V8 AT CANTILEVER AND 24F-V4 AT OTHER CONDITIONS; r- -ALL SOLID SAWN LUMBER GRADES NOT SPECIFIED TO BE DF#2 OR BETTER; -ALL WOOD IN PERMANENT CONTACT WITH CONCRETE TO BE PRESSURE E TREATED. a T 7. MOISTURE CONTENT OF LUMBER TO BE 519% AT TIME OF INSTALLATION. 8. PLYWOOD: STRUCTURAL OBSERVATIONS -FLOOR SHEATHING 3/4" APA INDEX 48/24, EXPOSURE 1; -ROOF SHEATHING 5/8- APA INDEX 32/16, EXPOSURE 1; CONTRACTOR TO NOTIFY STRUCTURAL ENGINEER TO ARRANGE FOR A STRUCTURAL OBSERVATION BY THE -WALL SHEATHING 1/2" APA INDEX 24/0, EXPOSURE 1; < ENGINEER OF RECORD OR HIS/HER REPRESENTATIVE 48 HOURS PRIOR TO COVERING UP THE FOLLOWING. -NAIL AS SHOWN ON FRAMING PLANS. 1. SHEAR WALL NAILING AND ANCHORAGE 9. DRILL BOLT HOLES 1/16 INCH OVERSIZE EXCEPT WHERE NOTED LARGER. 6 10. DO NOT NOTCH OR DRILL JOISTS, BEAMS OR LOAD BEARING STUDS WITHOUT PRIOR a APPROVAL OF ARCHITECT/ENGINEER. DOUBLE UP FLOOR JOISTS UNDER PARTITIONS. o PROVIDE 1 X 3 OR METAL CROSS BRIDGING AT MIDSPAN AT ALL JOISTS. PROVIDE 2" SOLID BLOCKING AT SUPPORT OF ALL JOISTS. DOUBLE UP STUDS AT JAMBS AND UNDER BEAMS IN BEARING WALLS. PROVIDE 2 X SOLID BLOCKING AT MID-HEIGHT GENERAL NOTES OF BEARING STUD WALLS. d ul 0 O• 0 i JOB NO. 210085.01 a a 0 v © 2021 CIDA, P.C./CIDA ALL RIGHTS ESERVED 0 w STRUCTURAL GENERAL NOTES SPECIAL INSPECTION PROGRAM yz ITEM CONIUMS (3) PERIODIC (3) REFERENCED STANDARD COMMENTS PROGRAM FOOTNOTES: PE lee Mfr CONCRETE (1.) THE ITEMS CHECKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH 2019 OSSC CHAPTER 17 BY A CERTIFIED STRUCTURAL ABBREVIATIONS SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, 1) INSPECTION OF REINFORCING STEEL, INCLUDING - X ACI 318: 3.5, 7.1-7.7 REFER TO THE MATERIAL SAMPLING AND TESTING SECTION, THE PROJECT SPECIFICATIONS AND THE SPECIFIC GENERAL ABOVE ABV. LATERAL LAT. PRESTRESSING TENDONS, AND PLACEMENT. NOTES SECTIONS. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION G 2 4 REPORTS DIRECTLY TO THE ARCHITECT, ENGINEER, CONTRACTORS AND BUILDING OFFICIAL ANY MATERIALS WHICH ALTERNATE ALT. LOCATIONS LOC. : 2) REINFORCING WELDING--SEE STRUCTURAL STEEL AMERICAN CONCRETE A.C.I. L) u SECTION BELOW FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. INSTITUTE MASONRY MAS. 3) INSPECTION OF ANCHORS CAST IN CONCRETE - X ACI 318: 8.1.3, 21.1.8 SPECIAL TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. AMERICAN INSTITUTE OF A.I.S.C. MAXIMUM MAX. 4) INSPECT ANCHORS POST-INSTALLED IN HARDENED (2.) SPECIAL INSPECTION IS NOT REQUIRED FOR WORK PERFORMED BY AN APPROVED FABRICATOR PER STEEL CONSTRUCTION METAL MTL. CONCRETE MEMBERS 2019 OSSC 1704.2.5 AMERICAN SOCIETY OF A.S.T.M. MANUFACTURER MFG. A. EPDXY ANCHOR INSTALLATION X - ACI 318: 17.8.2.4 PER ICC-ES REPORT FOR ANCHOR TESTING AND MATERIAL MINIMUM MIN. B. MECHANICAL ANCHOR INSTALLATION - X ACI 318: 17.8.2 PER ICC-ES REPORT FOR ANCHOR (3.) CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON THE SITE AT ALL TIMES OBSERVING ARCHITECTURAL ARCH. MOMENT OF INERTIA I THE WORK REQUIRING SPECIAL INSPECTION (2019 OSSC 202). PERIODIC SPECIAL INSPECTION MEANS THAT THE ARCHITECTURALLY EXPOSED AESS. 5) VERIFYING USE OF REQUIRED DESIGN MIX - X ACI 318: CH. 19, 26.4.3, 26.4.4 IBC 1904.1, 1904.2, SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT ALL WORK REQUIRING STRUCTURAL STEEL NUMBER NO. 1908.2, 1908.3 SPECIAL INSPECTION IS IN COMPLIANCE. N 6) AT THE TIME FRESH CONCRETE IS SAMPLED TO X - ASTM C172 IBC 1908.10 BEAM BM. ON CENTER O.C. za (4.) ALL WELDS SHALL BE VISUALLY INSPECTED. BELOW BLW. OPENING OPNG. OL z w o FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM ASTM C31 BETWEEN BTWN. OPPOSITE OPP. SLUMP AND AIR CONTENT TESTS, AND DETERMINE ACI 318: 26.5, 26.12 BOTTOM BOT. OUTSIDE DIAMETER O.D. x (5.) ALL COMPLETE PENETRATION WELDS SHALL BE TESTED ULTRASONICALLY OR BY USING ANOTHER APPROVED METHOD. � 3 0 � THE TEMPERATURE OF THE CONCRETE BUILDING BLDG. OPEN WEB JOIST O.W.J. w w 0 m 7) INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT X - ACI 318: 26.5 IBC 1908.6-1908.8 (6.) SPECIAL INSPECTION IS NOT REQUIRED WHERE FASTENER SPACING OF THE SHEATHING IS GREATER THAN 4" O.C. PER 5 5 w w FOR PROPER APPLICATION TECHNIQUES 2019 OSSC 1705.11.2 & 1705.12.3 CENTER LINE PANELS PNLS. Li o D_ CLEAR CER. PENETRATIONS PEN. o 8) INSPECTION FOR MAINTENANCE OF SPECIFIED CURING - X ACI 318: 26.5.3-26.5.5 IBC 1908.9 o z COLUMN COL. PLATE R w w E o TEMPERATURE AND TECHNIQUESpi 9) INSPECT PRECAST CONCRETE FOR: ACI 318: 26.10 CONCRETE CONC. POUNDS PER CUBIC FOOT P.C.F. T T� CONNECTION CONN. POUNDS PER SQUARE FOOT P.S.F. I-- I- ? DO A. APLICATION OF PRESTRESSING FORCES X - CONSTRUCTION CONSTR. POUNDS PER SQUARE INCH P.S.I. I I B. GROUTING OF BONDED PRESTRESSING TENDONS X - CONTINUOUS CONT. POWDER DRIVEN FASTENERS P.D.F. 10) INSPECT ERECTION OF PRECAST CONCRETE MEMBERS - X ACI 318: 26.9 N N o N DEFLECTION DEFL. RADIUS R. 11) VERIFY IN-SITU CONCRETE STRENGTH PRIOR TO - X ACI 318: 26.11.2 DIAGONAL DIAG. RECTANGULAR RECT. n rn STRESSING TENDONS IN POST-TENSIONED CONCRETE DIAMETER DIA. REINFORCING REINF. N o o N AND PRIOR TO REMOVAL OF SHORES AND FORMS o a o Il FROM BEAMS AND STRUCTURAL SLABS DIMENSION DIM. REQUIRED READ. Q \ \ \ DISCONTINUOUS DISC. ROOF RF. W o 0 0 0 12) INSPECT FORMWORK FOR SHAPE, LOCATION, AND - X ACI 318: 26.11.1.2(b) DOUBLE DBL. ROUND DIA. 0. - " `r DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED DRAWING DRWG. STEEL SCHEDULE SCHED. STRUCTURAL EACH EA. SECTION SECT. 1) MATERIAL VERIFICATION OF HIGH-STRENGTH EACH WAY E.W. SECTION MODULUS S BOLTS, NUTS AND WASHERS ENGINEER ENGR. SEISMIC SEIS. A. IDENTIFICATION MARKINGS CONFORM TO ASTM - X APPLICABLE ASTM MATERIAL SPECIFICATIONS; EQUAL EQ. SHEET SHT. STANDARDS SPECIFIED IN THE APPROVED AISC 360 SECTION A3.3 EQUIPMENT EQUIP. SPACING SPCG. CONSTRUCTION DOCUMENTS EXISTING EXIST. SPECIFICATION SPEC. EXPANSION EXP. STAGGER STGR. B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE - X EXTERIOR EXT. STANDARD STD. 2) INSPECTION OF HIGH STRENTH BOLTING STEEL STL. FACE OF F.O. STIFFENER STIFF. A. SNUG-TIGHT JOINTS - X FINISH FIN. STIRRUP STIRR. B. PRETENSIONED AND SLIP-CRITICAL JOINTS USING - X AISC 360, SECTION M2.5 FLOOR FLR. STRUCTURAL STRUCT. TURN-OF-NUT WITH MATCHMARKING, TWIST-OFF FOOT FT. STRUCTURAL STEEL TUBE T.S. BOLT OR DIRECT TENSION INDICATOR METHODS OF INSTALLATION FOOTING FTG. SQUARE SQ. C. PRETENSIONED AND SLIP-CRITICAL JOINTS USING X - FOUNDATION FDN. SYMMETRICAL SYM.FRAMING FRMG. ' TURN-OF-NUT WITHOUT MATCHMARKING OR THREADED THD'D CALIBRATED WRENCH METHODS OF INSTALLATION GAUGE GA. THROUGH THRU. 3) MATERIAL VERIFICATION OF STRUCTURAL STEEL GRADE GR. TYPICAL TYR , A. IDENTIFICATION MARKINGS CONFORM TO AISC 360 - X AISC 360, SECTION N21 GRADE BEAM GB. B. IDENTIFICANTION MARKINGS CONFORM TO ASTM GROUT GRT. UNIFORM BUILDING CODE U.B.C.APPLICABLE ASTM MATERIAL STANDARD GYPSUM GYP. UNLESS NOTED OTHERWISE U.N.O. STANDARDS SPECIFIED IN THE APPROVED XARCHITECTURE CONSTRUCTION DOCUMENTS HEIGHT HT. VERTICAL VERT. ENGINEERING C. MANUFACTURER'S CERTIFIED MILL TEST REPORTS - X HOOK HK. 4) MATERIAL VERIFICATION OF WELD FILLER MATERIAL HORIZONTAL HORIZ. WEIGHT WT. WELDED WIRE FABR A. IDENTIFICATION MARKINGS CONFORM ASTM - X IC W.W.F. u IN TER I ORS: AISC 360 SECTION A3.5 INCH IN. WIDE FLANGE W.F. STANDARDS SPECIFIED IN THE APPROVED APPLICABLE AWS A5 DOCUMENTS INCLUDED NCL. WITH W/ CONSTRUCTION DOCUMENTS INFORMATION INFO. WORK POINT W.P. 15895 SW 72ND AVE SUITE 200 B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE - X INSIDE DIAMETER I.D. PORTLAND, OREGON 97224 5) INSPECTION OF WELDING INTERIOR INT. T E L : 5 0 3 . 2 2 6 . 1 2 6 5 A. STRUCTURAL STEEL & COLD-FORMED STEEL DECK F A X : 5 0 3 . 2 2 6 . 1 6 7 0 1) PARTIAL/COMPLETE PENETRATION GROOVE WELDS X - AWS D1.1 REF. NOTE 2 & 5 JOINT JNT. W W W . C I D A I N C . C 0 M JOIST JST. 2) MULTIPASS FILLET WELDS X - KIPS PER SQUARE INCH K.S.I. 3) SINGLE PASS FILLET WELDS > 5/16" X - AWS D1.1 REF. NOTE (2 & 4) 4) PLUG AND SLOT WELDS X - 5) SINGLE PASS FILLET WELDS < 5/16" - X B. REINFORCING STEEL - - 1) VERIFICATION OF WELDABILITY OF REINFORCING - X AWS 01.4 STEEL OTHER THAN ASTM A 706 ACI 318: 4.2.2 STRUCTURAL WOOD 1) NAILING, BOLTING, ANCHORING AND OTHER - X 2019 OSSC 1705.11.2 REF. NOTE (6) FASTENING OF COMPONENTS WITHIN THE WIND/SEISMIC FORCE-RESISTING SYSTEM INCLUDING A. WOOD SHEAR WALLS B. HOEDOWNS = Z o U _j W LLI (> 01� $ LVL < O LLI �Q p W Q cn Ln U r E n eo I N O cliO P Q P 3 v O N N a E v STRUCTURAL NOTES B I U Q O • - 0 O JOB NO. 210085.01 v u a © 2021 CIDA, P.C./CIDA ALL RIGHTS ESERVED 0 FOUNDATION LEGEND FRAMING NOTES: 1;.1 ` k a� 36'-0° 11f"mfr C.J. CONTROL JOINT �`". 2'-0" 14'-0" 4'-0" 14'-0" 2'-0' 36'-0" 0 SEE ARCHITECTURAL DRAWINGS FOR SIZE e� z �p`�++ SIMPSON HOLD-DOWN AND LOCATION OF OPENINGS. t '. ,g " p 5 5 pJL / PROVIDE (2) 2x8 HEADERS PER 1/S3.1 ATl< I Z OPENINGS IN STRUCTURAL WALLS U.N.O. ,a 4- WOOD SHEAR WALL FROM FOUNDATION TO ROOF Jti O --SEE SCHEDULE THIS SHEET �p 18 6 4 8 I I � '' 5 �NlSS""�• Zf 52.1 S2.1 2 OPP. S2•1 152", ROOF PLAN KEYNOTES --- s3.1 2 I I 5 3 I I I I FOUNDATION NOTES: S2.1 I O EXISTING 202 FRAMING TO REMAIN I I z I I C.J. I 1 SEE ARCHITECTURAL/MECHANICAL DRAWINGS FOR DRAINS, SLOPES, AND N 4 O EXISTING WOOD TRUSSED TO REMAIN w m OTHER FLOOR DEPRESSIONS NOT SHOWN. 1 Z w 5 1&2 I 5 S3.1 O EXISTING CONCRETE CEILING o a. S2.1 S2.1 I I 52.1 • SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS, AND WALLS 3 NOTCH AROUND NEW COLUMN LOCATION L o II NOT SHOWN. Li EXISTING TJI JOIST TO REMAIN S2.1 I L 7 S2.1 I SEE SOILS REPORT FOR ALL FOUNDATION AND SLAB SUPPORT 6 O w w g g I �pJ 52.1 8 ir77 REQUIREMENTS. THIS IS TO INCLUDE ALL EXCAVATION, FILL AND FILL j I ( O EXISTING REPLACE WITH BELOW TO BE EMOVED wo a PLACEMENT REQUIREMENTS. z co 0;--7-L 00 — — — — — — — — — — — — — — — — — — • VERIFY ALL WINDOW AND DOOR WIDTHS AND HEIGHTS WITH ARCHITECTURAL O (E) CMU BUILDING TO REMAIN a w LiI DRAWINGS. z m 3 ys • ANCHOR NON SHEARWALLS WITH 5/8"0 J-BOLTS WITH 7" EMBEDMENT OR I I 5/8"0 TITEN HD WITH 5" EMBED AT 32" O.C. I g _117F1 I 3 N N N N +, 7 (E) AM 0 0 0 0 BE � .1 I 10 TO RE AI H N o o N n NOTE: ALL DETAIL CUTS SHOULD BE CONSIDERED TYPICAL ® AT5 o` (o r r LIKE CONDITIONS. S3"104 4 E 4x12 (E) 4x12 4 N o 0 0 0 52.1 z 52.1 II s I FOUNDATION PLAN KEYNOTES 9 11 z 53.1 53.1 O 4" CONC SLAB, REINF WITH #4 AT 24" O.C. 2 OCONTROL/CONSTRUCTION JOINTS ® 20'-0" MAX. ® RATIOS N.T.E. 2:1 AND 400 SQ.FT.--SEE DETAILS 1/52.1 AND 2/S2.1 O2x6 ® 16" O.C. WOOD STUD BEARING/SHEARWALL, TYP - O4 44 ® 16" O.C. WOOD STUD BEARING/SHEARWALL, TYP 1 ' O (E) CMU PIER TO REMAIN `\ O (E) CMU BUILDING TO REMAIN \\ O (E) CONCRETE BEARING WALL TO BE REMOVE ARCHITECTUREi REPLACE WITH STEEL COLUMN AT BEAM ENGINEERING O (E) MASONRY WALL PIER EACH SIDE OF TELLER WINDOW TO REMAIN - 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 T E L 5 0 3 . 2 2 6 . 1 2 8 5 F A x 5 0 3 . 2 2 6 1 6 7 0 W W W C I D A I N C C 0 M NORTH NORTH FOUNDATION PLAN ROOF PLAN = z SHEAR WALL SCHEDULE 0 o L,_ w NAILING Of MULTI—PLY STUDS SILL PLATE Li p U MARK SHEATHING 1,2,3 PANEL EDGE NAILING 4,5,6,7,10 AT ABUTTING PANEL EDGES O u Q SIZE ANCHORAGES 2 LL 0- LLI a O15/32" PLYWOOD J > � 1 ONE SIDE 10d NAILS AT 6" O.C. (2) ROWS 16d AT 12" O.C. 2x 32" O.C. o W O 15/32" PLYWOOD 10d NAILS AT 4" O.C. F(2) ROWS 16d AT 4" O.C. 2x PER DETAIL N _ BOTH SIDES SHEAR WALL SCHEDULE NOTES: Ir- 1) ALL PLYWOOD SHEATHING EDGES SHALL BE BLOCKED WITH 2x FLAT BLOCKING AND NAILED PER SCHEDULE. 2) WALLS WITH PLYWOOD SHEATHING EACH FACE SHALL HAVE AN OFFSET PANEL JOINT LAYOUT ON OPPOSING FACES TO PROVIDE EDGE NAILING ON DIFFERENT STUDS, OR 3x FRAMING MAY BE USED WITH STAGGERED EDGE NAILING. E 3) PLYWOOD SHEATHING SHALL EXTEND TO THE TOP PLATE FRAMING AT DIAPHRAGM SHEATHING HEIGHT, U.O.N. AND PROVIDE COMPLETE COVERAGE TO OUTSIDE EDGES TO VERTICAL BOUNDARY MEMBERS. 4) PLYWOOD SHEATHING SHALL BE NAILED AT INTERMEDIATE FRAMING MEMBERS WITH PANEL EDGE NAILS AT 12" O.C. N 5) PLYWOOD SHEATHING SHALL BE NAILED WITH COMMON NAILS. N 6) NAIL HEADS SHALL NOT PENETRATE FACE PLY OF SHEATHING. 7) NAIL PLYWOOD SHEATHING AT BOUNDARY MEMBERS AND TOP PLATES WITH EDGE NAILING PER SCHEDULE. 8) SILL PLATES IN CONTACT WITH CONCRETE STEM WALLS, SLABS AND FOOTINGS SHALL BE PRESSURE TREATED. 9) SILL PLATE ANCHORS SHALL BE 5/8"0 J-BOLTS WITH 7" EMBEDMENT OR 5/8"0 SIMPSON TITEN-HD 8 SCREW ANCHORS WITH 5" EMBEDMENT. ALL ANCHORS SHALL HAVE 80.229"x3"0" PLATE WASHERS E ON TOP OF SILL PLATE. MINIMUM OF (2) ANCHORS EACH SHEAR WALL, 12" MAX FROM EACH END OF w a SILL PLATE. ALL ANCHORAGE SUBSTITUTIONS MUST BE APPROVED BY ENGINEER. FOUNDATION PIAN 10) WALLS W/ 4" O.C. OR TIGHTER PANEL EDGE NAIL SPACING SHALL BE FRAMED SUCH THAT FRAMING AT ABUTTING PANEL EDGES CONSISTS OF 3x, FLAT 2x, OR DOUBLE 2x WITH NAILING PER SHEAR WALL SCHEDULE AT ABUTTING PANEL EDGES. STAGGERED • NAILING IS REQUIRED FOR FASTENING OF ABUTTING PANEL EDGES TO THE SAME FRAMING MEMBER. 11) SILL PLATE NAILING APPLIES AT SHEAR WALLS LOCATED ON TOP OF WOOD-FRAMED FLOORS. SILL PLATE ANCHORAGE APPLIES AT SHEAR WALL CONNECTIONS TO CONCRETE STRUCTURE BELOW. i JOB NO. 210085.01 a a 0 a © 2021 CIDA, P.C./dDA ALL RIGHTS ESERVED 0 W --„ HOLDOWN ANCHOR EMBED �` l k t HDU2 5/8-0 6" � c � C` PE r ON STUDS AT END OF PANEL MINIMUM (2) STUDS NAIL TOGETHER WITH (2) ROWS 16d ® 8" O.C. Tom• 1 2"x9" y J' 1/4 -- / CONTINUOUS WOOD SILL PLATE CONCRETE SLAB--SEE PLAN CONCRETE SLAB--SEE PLAN /2" 1/2' FOR REINFORCING FOR REINFORCING SIMPSON HOLDOWN PER PLAN (E) STUD WALL ABOVE 1/4 SAFE CEILING TO REMAIN B ~ w 1n Ld 1/8" WIDE SAW CUT OR TOOLED TOOLED EDGE--1/8" RADIUS SECTION B-B o a_ JOINT W/ 1" DEPTH IL'1/4"x7 1/2"x9" w o 1{2" DIA. SMOOTH BAR x 1'-6" ® THREADED ROD ANCHOR WITH EPDXY ADHESIVE 3/4"0 EA. SIDE OF BEAM D' J cn 2 -0" O.C.--GREASE AND WRAP OR ° PER SCHEDULE FOR HDU2 & HDU4 RU-BOLTS w w g Z Z PLASTIC COVER ONE END. > 5 1. g g SIMPSON SSTB ANCHOR PER SCHEDULE FOR HDU8 t t/2 L,.ID- Li 0 D. 0 0 3„ TYP. 3' o- Z La .) 1 1/2" CLR. TYP. w + � o wi N I CONCRETE FOOTING PER 5/S2.1 3' a a w iiB I I I z m IL, I I I I I I I Oq��oO& ° o�,��c�, ' 1 1/2 I I I 8 -0 0 0 0 0 _ $ �•�.� STT— f / NOTE: ANCHOR BOLT FOR SIMPSON I I \ N N III—III —III- CLR. TYP. HOLDOWN NOT TO BE CONSIDERED AS i—I i I—I AN ANCHOR BOLT FOR NAILER I I I H C-4 o o N t (D n r, (E) CONCRETE CEILING TO REMAIN I o 0 0 0 NOTCH AROUND COLUMN LOCATION N I I II HSS PER PLAN II 1 CONTROL JOINT--REINFORCED SLAB 2 CONSTRUCTION JOINT 3 HOLD DOWN - WOOD WALL III I I II S2. 3/4" = 1'-0" 03300-02 S2. 3/4" = 1'-0" 03300-03 S2. 3/4" = 1'-0" 11 I I II I I II (E) JOISTS TO REMAINI I I // — (E) SHEATHING K� BLOCK OUT AS REQ'D v ill TYP/+� (E) PARAPET STEEL TUBE--SEE >, FOUNDATION PLAN (E) CONCRETE WALL TO I I I /> (N) SHEATHING BE REMOVED BELOW CONCRETE CEILING I l i �+ + BASE PLATE PER TABLE II5/16 ' FULL DEPTH BLOCKING I I SECTION A-A II , ATTACH TOP PLATES TOGETHER AT 4'-0" O.C. I I I PER SHEARWALL SCHEDULE SIMPSON A34 AT 12" O.C. ARCHITECTURE SEE ARCHITECTURAL BETWEEN BOTTOM OF TJI AND WALL TOP PLATES - I I DRAWINGS FOR FLASHING (E) CMU WALL ENGINEERING REMOVE CMU 2" BELOW FINISHED FLOOR I (E) CMU WALL TO BE I I I AND WATERPROOFING AT IF CMU SITS ON CONCRETE STEMWALL I 1 1 2 NON-SHRINK STEEL BASE PLATE--PROVIDE REMOVED BELOW OPENINGS / " I WALL WALL PER PLAN GROUT SHIMS AS REQUIRED SLAB REINFORCING--BEND DOWN INTO REMOVE CMU TO TOP OF STEMWALL I I EXTERIOR SLAB THICKENED EDGE (N) SLAB PER PLAN I (N) SLAB PER PLAN (N PER FOOTING A A ( ) WHERE OCCURS I I SAW CUT E SLAB AT FOOTING • " SLOPE AWAY FROM (E) SLAB TO REMAIN T7 BUILDING PER ARCH. CONCRETE SLAB--SEE PLANS FOR FINISH GRADE--\ PORT SW 72ND AVE SUITE 200 4 MAX PORTLAND. OREGON TE 224 REINFORCING I TEL : 503 . 226 . 1 265 - I I • I F A X : 5 0 3 . 2 2 6 1 6 7 0 2 '01 �J1 ILS WWW . CI D A I N C . COM • • • • • 2„ :.ble .m°°°� ?•0 8%0° °oo° 8 , 3" 3" CLR coqg crd0,p •0•S `1p•A°°O° (E) CONC FOOTING (E) CONC FOOTING 1 -9 3'-0" SQ ,I I E,I I M. I 11 #4 x 3'-0" DOWELS AT 16" O.C. THICKENED SLAB FOOTING EMBED 4" W/ EPDXY ADHESIVE, #4 x2'-6" AT SAME SPACED TO MATCH SLAB REINFORCING SPACING AS SLAB REINF, (4) #5 E.W. (2) #4 TOP AND BOTTOM \_#4 x 1'-6" DOWELS AT 16" O.C. EMBED 3" W/ EPDXY ADHESIVE • g" EMBED 4" W/ EPDXY ADHESIVE, SPACED TO MATCH SLAB REINFORCING Of 2'-0" I, (2) #5 CONT s PERIMETER FOOTING AT EXT. WALL W/ EXT. SLAB s FOOTING AT INTERIOR MASONRY WALL FOOTING AT INTERIOR MASONRY WALL a (N) COLUMN TO FOOTING CONN. S2. 3/4" = 1'-0" S2. 3/4" = 1'-0" S2. 3/4" = 1'-0" S2. 3/4" = 1'-0" = Z o - O Lu w () of 0 LL. O w a o J (n W Q (N) HOLDOWN PER 3/S2.1 CO r (E) CMU WALL (N) STUD WALL PER PLAN (N) STEM WALL PER 5/S2.1 0 FINISH GRADE 0 0 N P (N) FOOTING PER 5/S2.1 (E) CONC FOOTING N N E FOUNDATION a DETAILS `0 a, < (3) #4 x 3'-0" DOWELS S 2 EMBED 4" W/ EPDXY ADHESIVE, s (N) FOOTING AT (E) FOOTING EQUALLY SPACED • JOB N0. 210085.01 a ° S2. 3/4" = 1'-0" © 2021 qDA, P.0/CIDA ALL RIGHTS ESERVED v 0 .:i DBL 2x KING STUD U.N.O. FASTEN TOGETHER WITH (2) ROWS 16d ® 8" O.C. C. PLYWOOD SHEATHING WALL PER 'p PLAN SPAN HEADER C? ._ E A 2x4 WALL <4'-0" (2) 2x8 r ;tr (E) CMU WALL TO REMAIN � :��3'1b:1'>• 77 I I I A 1/2" PLYWOOD SPACER(S) 2'-0" 16d ® 12" O.C. TYP z o w Ak o D 0 Z + + + 0 + + + + 0_ ~ H A-A \\ / a \ L6x4x3 � � � � A (E) OPENING IN CMU WALL (E) OPENING IN CMU WALL co 6 w w w a HEADER PER SHEDULE--ATTACH W/ SIMPSON LCE4 x !^ X / X X X Q o CLIP EACH SIDE AT EACH END (4 TOTAL) (N) INFILL SHEARWALL x i X x x \ x x " x a a w ? m --SEE DETAIL A-A FOR (3) 2x HEADER PER PLAN ro i i oc , / au ao ro ~ SIMPSON CS16x6'-0" STRAP AT HEADERS IN SHEAR WALLS �� - — — — — — — — 2x FLAT BLOCKING BETWEEN STUDS N N N N 2x BLOCKING 5 7 7 7 N o o N 0 --LOCATE AT PLYWOOD SHEATHING \ \ \ \ (1) 2x JACK STUD PANEL EDGES 53.1 53.1 331 53.1 0 0 o 0 0 FASTEN TO KING STUD WITH (E) SECTION OF WALL (E) SECTION OF WALL (2) ROWS 16d ® 8" O.C. TO BE REMOVED TO BE REMOVED TO BE CREMOVED WALL N N WALL HEADER FRAMING 2 ELEVATION OF NORTH INFILL WALL s INTERIOR ELEVATION OF INTERIOR WALL 1/4" = 1'-0" 3. 1/4" = 1'-0" PLYWOOD SHEATHING WALL PER (^ R3/8"x8"x5" (1) 1/2"0x4" EMBED PLAN KING STUDS PER 1/S3.1 II i]l EPDXY ANCHOR EXISTING CMU WALL 4" EXISTING CMU WALL TO REMAIN EDI EXISTING CZU WALL HSS PER 1 JACK STUDS PER 1/S3.1 2 CELL IS ED ANCHOR ENGINEERING GR UT�CELLEAFTER INSTAOR SECTION A-A ELEVATION 1/47-- GROUT /4 ri 2" SLOTTED HOLE , 2x FLAT BLOCKING BETWEEN STUDS ii AT ANCHORS SIMPSON CS16x6'-0" STRAP (4) 1/2"Ox5" EMBED A307 THREADED ROD. A A t ARCHITECTURE SIMPSON SET-XP EPDXY. d FASTEN 2x CRIPPLE STUD IF CELLS ARE GROUTED - TOP AND BOTTOM U P L A N N I N G TO JACK STUD WITH (2) ROWS 16d ® 8" O.C. 4" 1" DOUBLE 2x WINDOW SILL U.N.O. WALL AND SHEATHING PER PLAN EXISTING CMU. WALL AA=A 2'-D" 5895 SW 72ND AVE SUITE 200 SIMPSON DTT2Z PER 2/S3.1 WITH PORTLAND, OREGON 97224 1/2"4x5" EMBED A307 THREADED ROD. 1/2"0x3" EMBED A307 THREADED ROD. T E L : 50 3 . 2 2 6 . 1 2 8 5 + + __« ___±____ +_____« SIMPSON SET-XP EPDXY. FAX : 5 0 3 . 2 2 8 . 1 6 7 0 + + + + + + + IF CELLS ARE GROUTED SIMPSON SET-XP EPDXY. ® 12' O.C. MAX. ,q + A www . c I D A I N c . c o M IF CELLS ARE GROUTED 1 HSS PER ELEVATION W/ A 1/4 2 SIDE i 1/2" DIA. A307 THREADED ROD. SIMPSON SET-XP EPDXY AT 12" O.C. HSS PER ELEVATION COLUMN CAP-/ �1" NON-SHRINK GROUT MAX ANGLE PER ELEVATION Hill 2 SIDE 1/4 a a WALL SILL FRAMING 5 INFILL WALL ATTACHMENT s HEADER BEAM AT NEW OPENING IN CMU STRONG BACK TO CMU 1" = 1'-0" S3. 1" = i'-0" S3. 1 1/2" = 1'-O" (E) 202 JOIST (E) TRUSS TO REMAIN 12" TYR. Z (E) SHEATHING TO REMAIN (E) SHEATHING TO REMAIN _ O BLOCKING BETWEEN JOISTS 2 2 (E) SHEATHING TO REMAIN (E) TRUSS TO REMAIN O U Ur 1�" TYR. 1�" TYR. BLOCKING BETWEEN JOISTS (E) SHEATHING TO REMAIN J � w i ) Lk (E) 2x12 JOIST (E) 2x12 JOIST (E) 2x12 JOIST (E) 2x12 JOIST w U 0 (E) 2x12 JOIST O0 L Q Q (N) BEAM (E) BEAM W PER PLAN TO REMAIN (N) BEAM (N) BEAM PER PLAN (E) BEAM (E) BEAM PER PLAN W 0 Q TO REMAIN TO REMAIN SECTION A-A < x f= Ln SECTION A-A SECTION A-A I� + + + (N) BEAM PER PLAN (N) BEAM PER PLAN I (E) BEAM TO REMAIN \(E) BEAM TO REMAIN1 + 1 + A I A A A (N) BEAM PER PLAN (N) BEAM PER PLAN + + + (E) BEAM TO REMAIN (E) BEAM TO REMAIN o (N) 2x4 JACK STUD WITH * (N) 2x STUD WITH (N) 2x4 JACK STUD WITH + (N) 2x STUD WITH A A A A 16d AT 6" O.C. STAGGERED TO 16d AT 6" O.C. STAGGERED TO (E) POST o * * * * (E) POST AND BEAM WHERE OCCURS 16d AT 12" O.C. TO (N) JACK STUD 16d AT 6" O.C. STAGGERED TO t6d AT 6" O.C. STAGGERED TO (E) POST + + (E) POST TO REMAIN-/ ZL (E) POST AND BEAM WHERE OCCURS +I + 16d AT 12" O.C. TO (N) JACK STUD (N) 2x4 JACK STUD WITH * (N) 2x4 STUD WITH (N) 2x4 STUD WITH (N) 2x4 JACK STUD WITH (it" 1tTYR. (E) POST TO REMAIN 16d AT 6" O.C. STAGGERED TO 16d AT 6" O.C. STAGGERED TO (E) POST 16d AT 6" O.C. STAGGERED TO (E) POST 16d AT 6" O.C. STAGGERED TO 8 (E) POST AND BEAM WHERE OCCURS16d AT 12" O.C. TO (N) JACK STUD 16d AT 12" O.C. TO (N) JACK STUD (E) POST AND BEAM WHERE OCCURS E + + + t (E) POST TO REMAIN ( (E) POST TO REMAIN FRAMING DETAILS (N) BEAM (E) BEAM P PER PLAN TO REMAIN 53 . 1 SECTION A-A O 0 s POST AT NEW BEAM s POST AT NEW BEAM POST AT NEW BEAM 11 POST AT NEW BEAM JOB NO. 210085.01 v SS. 1" = 1'-0" $3. 1 = V-0" S3. Ill = 1'-0" S3. 1" = 1'-D° © 2021 CIDA, P.C./CIDA ALL RIGHTS ESERVED 4i