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Home My WebLink AboutPlan, Final APPLICANT 12/22/2020 (3)W 0 oil a 4 9 " I OR ok k1l iv I al :1 :C&71 U OR 10 LCI 2 1 :1 ILE Springfield Spring -Lane Mobile Spas & Tanning Home Village 7 -Eleven N L 7 r 126 AutoCraft Main st h Q a Grocery Outlet Q PROJECT LOCATION 2 VICINITY MAP NTS AMA TEAM 11291 South A Street General Trailer Parts Q SFSt Q Star Rentals ; A SS EI Trenecito w QHoliday Can Laundry Joey's Piz: N QH N S65r I S Booth ICe$Y Rd Mill Race Path Bridge OWNER TEAM TRUE EXISTING PARKING" EXISTING RETAIL STORE ±14,585 SF SITE KEY PLAN 1"-30 0" BUILDING/ CODE INFORMATION SEPARATE PERMITS ARCHITECTURAL COVER SHEET ■ OWNER 20F8 APPLICABLE CODES: SITE ADDRESS: - FIRE SPRINKLERS ANKROM MOISAN ARCHITECTS 503.221.1131 ■ PARRLUMBER SUITE 200 BUILDING CODE OREGON STRUCTURAL SPECIALTY CODE(OSSC)-2019 EDITION - FIRE ALARM SYSTEM 38 NORTHWEST DAVIS 503.245.7100 TAX LOT: 5630 NE CENTURY BLVD 503.614.2500 MECHANICAL CODE OREGON MECHANICAL SPECIALTY CODE (OMSC)-2019 EDITION 2.61 ACRES SUITE 300 wm.ankrommoisan.com ZONING: HILLSBORO, OR 97124 wm.pam.com PLUMBING CODE OREGON PLUMBING SPECIALTY CODE(OPSQ - 2017 EDITION CITY OF SPRINGFILED PORTLAND, OR 97209 503.221.1131 CONSTRUCTION TYPE: V -B KELLY OTA ENERGY CODE OREGON ZERO ENERGY READY COMMERCIAL CODE(OZERCC)-2019 EDITION PROPOSED WAREHOUSEN+27" ECT ENGINEER PROJECT 503.221.1131 w � PROPOSED SHED BUILDING: ±25'-11" KELLY OTA ELECTRICAL CODE OREGON ELECTRICAL SPECIALTY CODE (OESQ - 2017 EDITION PROPOSED PREMANUFACTURED T -SHED: ± 20'-7" PRINCIPAL 503.592.1344 PROJECTMANAGER 503.614.2544 NUMBER MARIAH KIERSY mariahk@anrkommoisan.com LAND USE PERMIT DAVEFRANK daAdf@parr.com Ir-PrA41110LIMMA.— NATIONAL ELECTRICAL CODE(NEC) BASED ON NFPA 70 FIRE CODE CITY OF SPRINGFIELD FIRE CODE PROJECT MANAGER MELINDA MCMILLAN 503.892.5352 ACCESSIBILITY AMERICANS WITH DISABILITIES ACT(ADA) - 2010 EDITION DELEGATED DESIGN melindam@ankrommoisan.com OREGON STRUCTURAL SPECIALTY CODE (OSSC) - 2019 EDITION XMIWII_1E1 D1190 a DESIGN STANDARDS: SPRINKLERS FIRE ALARMS NFPA 13 NFPA 72 HHPR COVER SHEET ■ F 20F8 EXISTING CONDITIONS PLAN SITE ADDRESS: 1291 S. A STREEET 205 SE SPOKANE ST 503.221.1131 ■ ■ SUITE 200 mw.hhpr.com ■ SPRINGFIELD, OR 97477 PORTLAND, OR 97202 STANDARD DETAILS TAX LOT: 1703354108900,1703354109200 SOPS STANDARD DETAILS PARCEL SIZE: 2.61 ACRES 70F8 PLANTING PLAN ZONING: HI (HEAVY INDUSTRIAL) SOPS PLANTING DETAILS JURISDICTION: CITY OF SPRINGFILED PROJECT MANAGER 503.221.1131 CONSTRUCTION TYPE: V -B KELLY OTA kellyo@hhpr.com BUILDING HEIGHT: PROPOSED WAREHOUSEN+27" ECT ENGINEER PROJECT 503.221.1131 w � PROPOSED SHED BUILDING: ±25'-11" KELLY OTA kellyo@hhpr.com PROPOSED PREMANUFACTURED T -SHED: ± 20'-7" STRUCTURAL TM RIPPEY 7650 SW BEVELAND ST SUITE 100 PORTLAND, OR 97223 PRINCIPAL RALPH TURNBAUGH PROJECT MANAGER BRYNN ADKINS PROJECT ENGINEER BRYNN ADKINS 503.443.3900 mw.tmrippey.com 503.443.3900 RTumbaugh@tmrippey.com 503.443.3900 BAdkins@tmrippey.com 503.443.39600 BAdkins@tmrippey.com OCCUPANCY USE EXISTING RETAIL STORE: B, M&S -1 PROPOSED WAREHOUSE: S-1 PROPOSED SHED BUILDING: S-1 PROPOSED PREMANUFACTUREDT-SHED: S-1 EXISTING BUILDING AREA: EXISTING RETAIL: 14,585 SF NEW BUILDING AREA: PROPOSED WAREHOUSE 194SF A PROPOSED SHED BUILDIN : .8 OSF PROPO EDPREMANUFACTUREDT-SHED:3,600SF TOTAL NEW BUILDING AREA: A 9,9945 T -SHED IS NOT INCLUDED) TOTAL OVERAL BUILDING AREA: 24,5795 T -SHED IS NOT INCLUDED) A OCCUPANT LOAD: PROPOSED WAREHOUSE: 11 OCCUPANTS (REFER TO FLS) MECHANICAL ELECTRICAL PLUMBING SCOPE OF WORK PRO POSAL TO INSTALL THREE NEW STRUCTURES ON EXISTING SITE. WAREHOUSE, SHED AND PREMANUFACTURED T -SHED. TRUE OO GENERAL CS COVER SHEET ■ ■ G2.01 IWAREHOUSE - FIFE& LIFE SAFETY PLAN ■ ■ 01 CIVIL 1 OPS COVER SHEET ■ F 20F8 EXISTING CONDITIONS PLAN ■ ■ 3 OF 8 SITE PLAN ■ ■ 40F8 GRADING DETAILS ■ ■ SOPS STANDARD DETAILS w a ■ SOPS STANDARD DETAILS ■ ■ 70F8 PLANTING PLAN ■ ■ SOPS PLANTING DETAILS ■ ■ ¢ o m CIC QCIC r\Ia w a Z g � REASON FOR ISSUE A w � LAND USE CITY COMMENTS W p W VI K NUMBER SHEET NAME g LAND USE PERMIT DATE PROJECT NUMBER OO GENERAL CS COVER SHEET ■ ■ G2.01 IWAREHOUSE - FIFE& LIFE SAFETY PLAN ■ ■ 01 CIVIL 1 OPS COVER SHEET ■ ■ 20F8 EXISTING CONDITIONS PLAN ■ ■ 3 OF 8 SITE PLAN ■ ■ 40F8 GRADING DETAILS ■ ■ SOPS STANDARD DETAILS ■ ■ SOPS STANDARD DETAILS ■ ■ 70F8 PLANTING PLAN ■ ■ SOPS PLANTING DETAILS ■ ■ 04 ARCHITECTURAL A0.01 DATA SHEET ■ ■ A2.02 A0.11 EXTERIOR&HORIZONTAL ASSEMBLIES ■ ■ SHED - SLAB PLAN & FLOOR PLAN A1.01 SITE PLAN ■ ■ A2.01 WAREHOUSE -SLAB PLAN & FLOOR PLAN ■ ■ A2.02 WAREHOUSE - ROOF PLAN ■ ■ A2.11 SHED - SLAB PLAN & FLOOR PLAN ■ ■ A2.12 SHED - ROOF PLAN ■ ■ A2.21 PREMANUFACTURED T -SHED - SLAB PLAN &FLOOR PLAN ■ ■ A2.22 PREMANUFACTURED T -SHED - ROOF PLAN ■ ■ A3.11 WAREHOUSE- EXTERIOR ELEVATIONS 1■ ■ a N, A3.12 ISHED&PREMANUFT-SHED- EXTERIOR ELEVATIONS I■ ■ PORTLAND, OR 97209 A4.01 WAREHOUSE- BUILDING SECTIONS ■ ■ a N, A4.11 ISHED&PREMANUFT-SHED- BUILDING SECTIONS ■ ■ PORTLAND, OR 97209 A4.51 IWAREHOUSE&SHED - WALL SECTIONS ■ ■ 1014 HOWARD STREET A7.11 I EXTERIOR DETAILS ■ ■ a N, A7.12 I EXTERIOR DETAILS ■ ■ PORTLAND, OR 97209 MARIAN KILR_LY PORR- AN-, G- 'J a N, OF IPF 1 6 A /i TM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. J � LL LJL rn Z Z O0 W a L'n o J W LU tl W Z W D N W J F-- m V Q N J CIC QCIC r\Ia REVISION DATE REASON FOR ISSUE A 12-18-20 LAND USE CITY COMMENTS COVER SHEET LAND USE PERMIT DATE PROJECT NUMBER 12/18/2020 194250 Ir-PrA41110LIMMA.— 'CRESS REQUIREMENT CUPANT LOAD:5 �'D DOOR WIDTH: 5 x 0.2"=1 JVIDED DOOR WIDTH: 36" WAREHOUSE - FIRE & LIFE SAFETY PLAN 1/8'-1'0.. PROJECT FLS PLAN LEGEND ENCLOSING ELEMENTS NON -RATED WALL SYMBOLS & ELEMENTS DIRECTIONAL EXIT SIGN DOUBLE ---► EXIT SIGN AT DOOR FIRE EXTINGUISHER -SURFACE FES MOUNTED CANISTER OCCUPANT LOAD AT z DOOROPENING �J OCCUPANT LOAD 356 TOTAL PER FLOOR X/Y LIFE SAFETY SUMMARY TAG ROOM FUNCTION OCCUPANT LOAD FACI R ROOM AREA ROOM OCCUPANT LOAD DOOR TAG - TYPICAL DISTANCE AND SEPARATIONS FUWMN SQUARER 14 X OLF CC LOAD Y X/Y #'-#" MAXIMUM DIAGONAL MIN. EXIT SEPARATIO N(1/3)=#'-#" EXITSEPARATION TRAVEL DISTANCE =#'- #" 'r MIN. REQUIRED =#'-#" EXIT ENCLOSIL SEPARATION TRAVEL DISTANCE =#'-#'�� MIN. REQUIRED =#'-#" PATHS COMMON PATH OF EGRESS TRAVEL DISTANCE MAX. ALLOWABLE = #'- #" EXIT ACCESS TRAVEL DISTANCE MAX. ALLOWABLE = #'- #" FIRE & LIFE SAFETY NOTES 1. MEANS OF EGRESS, INCLUDING EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE IS SERVED BY THE MEANS OF EGRESS OCCUPIED. 2. MEANS OF EGRESS ILLUMINATION SHALL NOT BE LESS THAN 1 FOOT-CANDLE (11 LUX) AT THE FLOOR LEVEL. THE POWER SUPPLY FOR THE MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OF A POWER FAILURE, THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FORA DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT, OR AN ON- SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH THE BUILDING CODE. 3. OCCUPANCYTYPE IS DETERMINED IN ACCORDANCE WITH CHAPTER 3 OF THE BUILDING CODE USE AND OCCUPANCY CLASSIFICATION. A BUILDING OR TENANT SPACE USED FOR ASSEMBLY PURPOSES WITH AN OCCUPANT LOAD OF LESS THAN 50 PERSONS OR AREA LESS THAN 750 SQ FT SHALL BE CLASSIFIED AS AN ACCESSORY TO THE PRIMARY OCCUPANCY OF THAT BUILDING, IN ACCORDANCE WITH THE BUILDING CODE. NOTE: PROVIDE BATTERTY BACKUP FOR ALL EXIT LIGHTS FIRE & LIFE SAFETY SUMMARY TRAVEL DISTANCES MAXIMUM COMMON PATH OFTRAVEL: 100 FT MAXIMUM EXIT ACCESS TRAVEL DISTANCE: 200 FT EXIT O R EX IT ACC ESS (SPR I N KL ER ED) NOT LESS THAN O NE -THIRD EXITACCESS EXIT O R EX IT ACC ESS BOCCU FANCY(SPRI NKLERED)=2 EXITS IF DOORWAYS: OCCU PANT LOAD EXCEEDS 49 EXIT O R EX IT ACC ESS (SPR I N KL ER ED) NOT LESS THAN O NE -THIRD CONFIGURATION: THE LENGTH O F THE MAXI MU M OVERALL 38 NORTHWEST DAVIS, SUITE 300 DIMENSION O F THE AREA SERVED. MAHIAH KILR_LY POR AN 509 ATM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. 0 J � W LL rn Z Z O0 Lu a C/1 0 J w_ W LL Z_ Cm � G w� D N w J V m � Q � N J Q a REVISION DATE REASON FOR ISSUE A 12-18-20 LAND USE CITY COMMENTS WAREHOUSE - FIFE & LIFE SAFETY PLAN LAND USE PERMIT DATE PROJECTNUMBER 12/18/2020 1 194250 . ii■, UL51:f7: ABBREVIATIONS ABBREVIATIONS ABBREVIATION TERM AN AUDIO VISUAL AB ANCHOR BOLT AC AIR CONDITIONING ACDN ACCORDION ACP ACOUSTICAL CEILING PANEL ACSF ACOUSTICAL ACT ACOUSTICAL CEILING TILE AD AREA DRAIN ADJ ADJUST, ADJUSTABLE AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL AFF ABOVE FINISH FLOOR ALUM ALUMINUM AP ASPHALTIC PAVING APP APPROXIMATELY ARCH ARCHITECTURAL ASPH ASPHALT AUTO AUTOMATIC B# BASE BALC BALCONY BD BOARD BDRM BEDROOM BITUM BITUMINOUS BKR BACKER BE BLINDS BLDG BUILDING BLK BLOCK BLKG BLOCKING BLKT BLANKET BLTIN BUILT-IN BM BEAM BOC BOTTOM OF CU RB BOT/BTM BOTTOM BOW BOTTOM OF WALL BRK BRICK BSMT BASEMENT BTR BETTER BU BUILT-UP BUR BUILT-UP BITUMINOUS ROOFING BW BUILDING WRAP C# CARPET cm CURTAIN WALL CAB CABINET CB CATCH BASIN CC CUBICLE CURTAIN CEM CEMENT, CEMENTITIOUS CG CORNER GUARD CI CAST IRON CIP CAST IN PLACE CJ CONTROLJOINT CK TP COOKTOP CL CENTER LINE CLG CEILING CLO CLOSER CLOS CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT CNTR COUNTER COILS COILING COL COLUMN COMP COMPOSITE, COMPENSATION CONC CONCRETE COND CONDITION CO NSTR CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CORR CORRIDOR CPT CARPET CSMU CALCIUM SILICATE MASONRY UNIT CTG COATING CTR CENTER RRL CONTROL CTSK COUNTERSINK CTV CABLETV CU CUBIC CUST CUSTOM CWK CASEWORK D/W DISHWASHER DAAC DIRER-APPLI ED ACOUSTICAL CEILI NG DBL DOUBLE DEC DECORATIVE DER DEFLECTION DEMO DEMOLITION DEPT DEPARTMENT DET DETAIL DIA DIAMETER DIM DIMENSION DIMP DIMPLED PLASTIC DKG DECKING DMFG DAMPPROOFING DS DOWNSPOUT DWG DRAWING DWR DRAWER (E) EXISTING EA EACH EF EPDXY FLOORING, EACH FACE EFS EXTERIOR FINISH SYSTEM EIFS EXTERIOR INSULATED FINISH SYSTEM EJC EXPANSIONJOINT COVER ELEC ELECTRICAL ELEV ELEVATOR EVER EMERGENCY ENCL ENCLOSURE ENTR ENTRANCE EPS EXPANDED POLYSTYRENE EQ EQUAL EQPT EQUIPMENT ES EACH SIDE EW EACH WAY EWC ELECTRIC WATER COO LER EXIST EXISTING EXP EXPANSION EXPO EXPOSED EXT EXTERIOR F FABRIC, FIBER F FIN FACTORY FINISH FA FIREALARM, FLUID APPLIED FAB FABRICATIONS FAWB FLUID APPLIED WEATHER BARRIER FB FLAT BAR FD FLOOR DRAIN PDN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH FLOOR, FACTORY FINISH FF SAM FOIL FACED SELF -ADHERED MEMBRANE FFAC FIBER FACED ACOUSTICAL CEILING ABBREVIATIONS ABBREVIATION TERM PPE FINISH FLOOR ELEVATION FG FULL GLASS PGL FIBERGLASS FH FLATHEAD FHC FIRE HOSE CABINET FIN FINISH FIXT FIXTURE FLDG FOLDING PER FLOOR FLRG FLOORING FLSHG FLASHING FM FRAME FMD FORMED FOC FACE OF CO NCRETE FOP FACE OF FINISH FOIC FURNISHED BY OWNER INSTALLED BY CONTRACTOR FOTO FURNISHED BY OWNER INSTALLED BY OWNER FOM FACE OF MASONRY FOS FACE OF STUD FP IFIREPROOF FPFG FIREPROOFING FR FIRE RATED, FIRE RESISTIVE PRM FRAMED, FRAMING FRP FIBERGLASS REINFORCED PANEL FRT FIRE RETARDANT TREATED FS FULL SIZE, FIRESTOP PT FOOT, FEET PTG FOOTING FURRG FURRING PUT FUTURE GA GAUGE GALV GALVANIZED GB GRABBAR GBATH GUEST BATH GBDRM GUEST BEDROOM GD GARBAGE DISPOSAL GFRC GLASS FIBER REINFORCED CONCRETE GFRG GLASS FIBER REINFORCED GYPSUM GI GALVANIZED IRON GL GLASS GLAM GLU-LAMINATED GLB GLU-LAMINATED BEAM GND GROUND GR GRADE GYP GYPSUM HB HOSE BIBB HC HOLLOW CORE HCP HOLLOW CORE PLANK HDBD HARDBOARD HOW HARDWARE HDWD HARDWOOD HM HOLLOW METAL HORIZ HORIZONTAL HR HOUR HT HEIGHT HTSAM HIGH TEMPERATERESELF-ADHERED MEMBRANE ICF INSULATED CONCRETE FORMS ID INSIDE DIAMETER IFS INSULATION FINISH SYSTEM IN INCH, INCHES INSUL INSULATION INT INTERIOR I NTG INTEGRATED INTUM INTUMESCENT JAN JANITOR JST IJOIST JT JOINT,JOINTS L LINEN LAM LAMINATE LAV LAVATORY LF LINEAL FEET, LINEAR FOOTAGE LIB LIBRARY LIN LINEAR LIN PT LINEAL FEET _KR LOCKER LP LIME PLASTER LT LIGHT LV LIVING _VR LOUVER MACH MACHINE MAINT MAINTENANCE MAX MAXIMUM MB MACHINE BOLT M BATH MASTER BATHROOM MBDRM MASTER BEDROOM MC MEDICINE CABINET MCP MODIFIED CEMENT PLASTER MDF I MEDIUM DENSITY FIBERBOARD Moo MEDIUM DENSITY OVERLAY MECH MECHANICAL MED MEDICATION. MEDICAL MEMB MEMBRANE MFR MANUFACTURER MH MANHOLE MIN MINIMUM MIRR MIRROR MISC MISCELLANEOUS MO MASONRYOPENING MR MOISTURE RESISTANT MTD MOUNTED MTL METAL MUL MULLION MW MICROWAVE NC NONCOMBUSTIBLE NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOTTO SCALE OBS OBSCURE OC ON CENTER OD OUTSIDE DIAMETER OFF OFFICE OH OVERHEAD OPNG OPENING OPP OPPOSITE, OPPOSITE HAND ORN ORNAMENTAL OZ OUNCE P PAINT P/L PROPERTY LINE PAN PANTRY PC PRECAST PRF PORTLAND CEMENTTERRAZZO FLOORING ABBREVIATIONS ABBREVIATION TERM PDRM POWDER ROOM PED PEDESTRIAN PERF PERFORATED PGRG POLYMER GLASS FIBER REINFORCED GYPSUM PH PENTHOUSE PKG PACKAGE PKGAR PARKING GARAGE PL PLATE PL_# PLASTIC LAMINATE(PLAM) PLAST PLASTER, PLASTIC PNL PANEL POE POLISHED POLYISO POLYISOCYANURATE PP POWER POLE PR PAIR PREFIN PREFINISHED PREM PREMIUM PRKG PARKING PROP PROPERTY PRT BD PARTICLE BOARD PSI POUNDS PER SQUARE INCH PT PRESERVATIVE TREATED, POST -TENSIONED PTD PAPER TOWEL DISPENSER PTD/R PAPER TOWEL DISPENSER AND RECEPTACLE PTN PARTITION PTRPAPER TOWEL RECEPTACLE PVC POLYVINYLCHLORIDE PWD PLYWOOD R RISER, RISERS RAD RADIUS RB RUBBER BASE RCP REFLECTED CEILING PLAN RD ROOF DRAIN REF REFERENCE REFR REFRIGERATOR REHAB REHABILITATION REINF REINFORCED, REINFORCING REQ REQUIREMENTS, REQUIRED RES RESIN RESIL RESILIENT RF RESILIENT FLOORING RPG ROOFING RG RANGE RH ROBE HOOK RUG RAILING RM ROOM RD ROUGH OPENING RR RESTROOM RU RESILIENT URETHANE S&R STILEAND RAIL S&V STAIN AND VARNISH S/S SERVICE SINK SAM SELF -ADHERED MEMBRANE SBS STYRENE BUTADIENE STYRENE SC SEALED CONCRETE, SOLID CORE SCD SEATCOVER DISPENSER SCHED SCHEDULE SCRN SCREEN SD SOAP DISPENSER SDG SIDING SECT SECTION, SECTIONAL SF SQUARE FEET, STOREFRONT SG SAFETY GLASS SGL SINGLE SH SHINGLES SHOT SHOTCRETE SHT SHEET SHTG SHEATHING SHWR SHOWER SIM SIMILAR SIMU SIMULATED SKLT SKYLIGHT SLDG SLIDING SENT SEALANT SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTACLE SOG SLAB ON GRADE SQ SQUARE SS STAINLESS STEEL SS# SOLID SURFACE ST STONE STSM STANDING SEAM STD STANDARD STL STEEL STN STAIN STOR STORAGE STR STAIR, STAIRS STRUCT STRUCTURAL SUSP SUSPENDED SVSHEET VINYL SYM SYMMETRICAL SYS SYSTEM T TREAD,TREADS T# TILE T&B TOP AND BOTTOM T&G TONGUE AND GROOVE T&M TIMEAND MATERIALS TB TACK BOARD, TOWEL BAR TC TRAFFIC COATING TEL TELEPHONE TF TERRAZZO FLOORING THK THICK THRES THRESHOLD TMPD TEMPERED TOC TOP OF CURB TOPL TOP OF PLATE TOPV TOP OF PAVEMENT TOW TOP OF WALL TPD TOILET PAPER DISPENSER TPO THERMOPLASTIC POLYOLEFIN TR TOILET ROOM TRAP TRAFFIC TRANSL TRANSLUCENT TU TILT -UP TV ITELEVISION TYP TYPICAL UNDLY UNDERLAYMENT UNP UNFINISHED ENO UNLESS NOTED OTHERWISE UR URINAL UTIL JUTILITY VCT VINYL COMPOSITION TILE VEG VEGETATED VEHIC VEHICULAR VERT VERTICAL ABBREVIATIONS ABBREVIATION TERM VEST VESTIBULE VFY VERIFY VG VERTICAL GRAIN VNR VENEER VP VENEER PLASTER VR VAPOR RETARDER W/ WITH W/H WATER HEATER W/O WITHOUT WC WALLCOVERING, WATER CLOSET WD WOOD WOW WINDOW WF WOOD FLOORING WH WALL HUNG WP WATERPROOF WPFG WATERPROOFING WR WATER RESISTANT, WATER RESISTIVE WRB WEATHER RESISTIVE BARRIER WS WATERSTOP WT WATERTIGHT WT WEIGHT WW WINDOW WALL WWF WOVEN WIRE FABRIC XPS EXTRUDED POLYSTYRENE YD YARD TAGS PROJECT NOTES DOOR 101 DOOR NUMBER GENERAL 1. THESE DRAWINGSAND THEACCOMPANYING SPECIFICATIONS ARE THE PROPERTY OFANKROM MOISAN ARCHITECTS AND SHALL NOT BE COPIED OR REUSED FOR ANY OTHER PROJECT. 2. CONSTRUCTION DRAWINGSAND SPECIFICATIONS ARE COMPLEMENTARY, AND WHAT IS CALLED FOR BY KEYNOTE �% KEYNOTE NUMBER EITHER WILL BE BINDING AS IF CALLED FOR BY ALL. PROVIDE WORK SHOWN OR REFERRED TO ON ONE SET OF DRAWINGS AS THOUGH SHOWN ON ALL RELATED DRAWINGS. 3. THE SPECIFICATIONS CONTAIN PERTINENT DETAILED INFORMATION ABOUT EACH BUILDING COMPONENT; THEY AREA PART OF THE CONTRACT DOCUMENTS AND MUST BE USED IN CONJUNCTION WINDOW 1[ WINDOW TYPE WITH THE DRAWINGS. 4. ABSOLUTELY NO BUILDING COMPONENT SHOWN ON THESE DRAWINGS SHALL BE INCORPORATED INTO THE WORK UNTIL SHOP DRAWINGS, SAMPLES, BROCHURES OR OTHER SUBMITTALS CALLED FOR IN THE SPECIFICATIONS HAVE BEEN REVIEWED AND APPROVED BY THE ARCHITECT. REVISION �- REVISION NUMBER 5. VERIFY SITE CONDITIONSAND REPORTANY DISCREPANCIESTO THEARCHITECT BEFORE PROCEEDING DESCRIPTION WITH CONSTRUCTION. 6. COORDINATE THE WORK OF DELEGATED DESIGNERS WITH THE WORK OF OTHER TRADES SIM 7. WOOD IN CONTACTWITH CONCRETE SHALL BE PRESERVATIVE -TREATED. EXTERIOR ELEVATION ELEVATION NUMBER 8. CONCEALED WOOD USED IN TYPE I AND TYPE II CONSTRUCTION SHALL BE FIRE RETARDANT TREATED A101 SHEET NUMBER 9. FASTENERS IN CONTACTWITH TREATEDWOOD SHALL BE CORROSION RESISTANT. 10. PROVIDE BLOCKING OR OTHER CONCEALED SUPPORTSWITHIN WALLSAS REQUIRED FOR HANDRAILS, 1 ELEVATION NUMBER CASEWORK, GRAB BARS, ARTWORK, SHELVING, AND OTHER APPLIED WALL MOUNTED FIXTURES, INTERIOR ELEVATION SIM FINISHES OR EQUIPMENT. A101 SHEET NUMBER SIM DIMENSIONS BUILDING SECTION SECTION NUMBER 1. DO NOTSCALETHE DRAWINGS. WRITTEN DIMENSIONS GOVERN. A101 SHEET NUMBER 2. DO NOTADJUSTCLEAR D IMENSIO NS WITHOUT APPROVAL OFTHEARCHITECT. 3. DIMENSIONSARE MEASURED FROM GRID LINES, PROPERTY LINES, FACE OF CONCRETE, FACE OF SIM MASONRY, FACE OF STUD OR CENTERLINE OF THE AIR GAP (AT DOUBLE STUD ROW WALLS) UNLESS WALL SECTION 1 SECTION NUMBER OTHERWISE NOTED. A101 SHEET NUMBER 4. DIMENSIONS NOTED AS'CLEAR'OR'INSIDE CLEAR ARE MEASURED FROM THE FACE OFTHE DEEPEST PROTRUSION FROM THE WALL SURFACE (CASEWORK, FIXTURE, BASE, HANDRAIL, WAINSCOT, TRIM, SIM ETC.) DETAIL 1 SECTION NUMBER 5. NOTES TO 'ALIGN' REFER TO FINISHED FACE OF INDICATED SURFACES. A101 SHEET NUMBER 6. LOCATE FACE OF HINGE SIDE DOORJAMBS4" AWAY FROM ADJACENTWALL UNLESS NOTED OTHERWISE 7. 'FLOOR LINE"FLOOR'OR'FLOOR LEVEL'REFER TO TOP OF CONCRETE SLAB ORTOP OF CEMENTITIOUS UNDERLAYMENT, FINISH FLOORING IS INSTALLED ABOVE THE FLOOR LINE. FLOOR, ROOF OR WALL 6A. ASSEMBLY NUMBER 8. 'FINISH FLOOR'REFERSTO THETOP OF FLOORING. ASSEMBLY MODIFIER 9. REFERTO SLAB PLANS FOR LOCATION OF SLAB EDGES, BLOCKOUTS, DEPRESSIONS, SLOPES, CURBS CORE WIDTH AND CONCRETE WALLS. FIRE RATING CEILING �� ACCESSIBILITY CEILING HEIGHT 1. CHANGES IN FINISH FLOOR ELEVATION IN EXCESSOF 1/4", MEASURED FROM LOWESTPOINTON EITHER SIDE OF THRESHOLD TO HIGHEST POINT ON THRESHOLD, SHALL BE BEVELED AT 1:2. IN NO CASE SHALL ROOM NAME FLOOR TRANSITIONS AND CHANGES IN LEVEL IN FLOOR SURFACE BE MORETHAN 1/4" MAX IN VERTICAL ROOM ROOM NUMBER HEIGHT. 150 SF ROOM AREA SIGNAGE DRAWING /DETAIL TITLE O VIEW NAME 1. AT ROOMS WITH AN OCCU PANT LOAD OF SO OR GREATER, SIGNAGE WITH THE MAXIMUM ALLOWABLE OCCUPANT LOAD SHALL BE POSTED ATTHE MAIN ENTRANCE TO THE ROOM. 1/8"=1'-0" SCALE HORIZONTAL AND VERTICAL ASSEMBLIES NUMBER ON SHEET 1. REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS OF, AND ADDITIONAL REQUIREMENTS FOR LOAD - FIRE LIFE/ SAFETY ROOM AREA BEARING AND SHEAR WALLS. ROOM OCCUPANT LOAD 2. STUD SIZE AND CORE THICKNESSES ARE INDICATED ON THE ASSEMBLY TYPE TAGS ON THE DRAWINGS; REFER TO THE TAG LEGEND ON SHEET AO.01. ROOM FUNCTION - TABLE 1004.1.2 3. ALL GYPSUM WALLBOARD IS 5/8"TYPEWU NLESS NOTED OTHERWISE. OCCUPANT LOAD FACTO R - TABLE 1004.1.2 4. WEATHER -RESISTIVE BARRIERS AND/O R VAPO R RETARDERS DESIGNATED AS"AB" ALSO FUNCTION AS MATERIALS 5. AIR BARRIERS. SEAL ALL EDGES, INTERSECTIO NS AND LAPS, TO CREATE AN AIR -TIG HT ENCLOSU RE FIRE RATING AGENCY REQUIREMENTS INDICATE THE MINIMUM NEEDED TO ACHIEVE FIRE RATING; ADDITIONAL LAYERS, OR THICKER LAYERS, OF GYPSUM WALLBOARD OR SHEATHING MAY BE SHOWN TO MEET OTHER PROJECT REQUIREMENTS. DIVISION 03 6. SEAL AND OTHERWISE PROTECT PENETRATIO NS THROUGH FI RE -RATED CONSTRUCTION USING O APPROVED PRESTO PPING SYSTEMS TO MAINTAIN THE FIRE RATING OF THE ASSEMBLY BEING CONCRETE PENETRATED. 7. USE ACOUSTICALLY RATED FI RE SEALANT WHEREVER FI RE RATED CO NSTRUCTIO N IS ALSO DIVISION 04 ACOUSTICALLY RATED. ® 8. SEAL PENETRATIONS THROUGH ACOUSTICALLY -RATED CONSTRUCTION TO MAINTAIN THE ACOUSTICAL BRICK VENEER RATING OF THE ASSEMBLY BEING PENETRATED. 9. SEAL PENETRATIONS IN ACOUSTICALLY RATED WALLS. WRAP BACKS OF ALL RECESSED DEVICES WITH CMU ACOUSTIC PADS RATED FOR THE ASSEMBLY. 10. PROVIDE WATERSTOPS AT COLDJOINTS IN ALL BELOW GRADE CONCRETE ASSEMBLIES ATTHE DIVISION 05 EXTERIOR WALLS OF THE BUILDING. ® 11. PROVIDE DEFLECTION COMPENSATION ATTOP OF WALLS SECURED TO THE UNDERSIDE OF CONCRETE ALUMINUM SLABS OR METAL DECK. 12. INSTALL FIREBLOCKING IN WALLS OF COMBUSTIBLE FRAMING ATTHE CEILING AND FLOOR LEVELS AND STEEL AT MAX HORIZONTAL INTERVALS OF 10 FEET ORAS REQUIRED BY THE AHJ 13. INSTALL FIREBLOCKING ATTHE INTERSECTION OF COMBUSTIBLE WALLS AND HORIZONTAL ASSEMBLIES DIVISION 06 WITH CONCEALED SPACES O F AS REQUIRED BY THE AHJ 14. INSTALL FIREBLOCKING IN STAIRS OF COMBUSTIBLE FRAMING IN CONCEALED SPACES BETWEEN STAIR PLYWOOD STRINGERS ATTHE TOP AND BOTTOM OF EACH RUN OR AS REQUIRED BYTHEAHJ 15. INSTALL FIREBLOCKING IN CONCEALED SPACES BEHIND EXTERIOR WALL COVERINGS OF COMBUSTIBLE MOISTURE RESISTANT MATERIALS AT MAX. 20 FOOT INTERVALS WITH NO CONCEALED SPACE EXCEEDING 100 SQUARE FEET OR SHEATHING AS REQUIRED BY THE AHJ SAWN LUMBER: CONTINUOUS SAWN LUMBER: BLOCKING D FINISH LUMBER GLUE LAMINATED BEAM/ COLUMN DIVISION 07 BATT INSULATION RIGID BOARD INSULATION MINERAL FIBER INSULATION FOAMED -IN-PLACE INSULATION BACKER ROD AND SEALANT w(c DIVISION 09 GYPSUM WALLBOARD 0 SYMBOLS GRID O NORTH ARROWS TRUE PROJECT ELEVATION DATUM Y ###'-##" DOOR: PLAN 180* SWING 90° SWING AWNING WINDOW: PLAN CASEMENT FIXED SLIDING AWNING WINDOW: ELEVATION 10 CASEMENT FIXED SLIDING MAHIAH KILR_LY POR^ AN- �G- 9�i OF Ipp 6 A /i TIM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. 0 J � W Z Z ° Lu !Y a 0 J w_ Lu LL Z Cm !Y G D N w J V m V) Q N J Q 0 a REVISION DATE REASON FOR ISSUE DATA SHEET LAND USE PERMIT DATE PROJECT NUMBER 12/18/2020 194250 . i420LI §I:fi: IIIIIIIIII� METAL WALL PANEL HORIZONTAL 8" PREFAB Z -GI RTS - SEE STRUCTURAL RON 0 0 LL EXTERIOR ASSEMBLIE STANDING SEAM METAL SIDING FIRERATING/SOURCE:OHOUR 5 STC RATING / SOURCE: CLEAR R -VALUE: CLEAR U -VALUE: HORIZONTAL ASSEMBLIES STANDING SEAM METAL ROOF PANEL 8" PREFAB'Z' PU RLI NS - SEE STRUCTURAL R-25 FIBER GLASS INSULATION SIMPLE SAVER FABRIC LINER SYSTEM (WHITE) STEEL STRAP PREFAB BEAMS- SEE STRUCTURAL STANDING SEAM METAL ROOF @ WAREHOUSE IS a 15.1 STANDING SEAM METAL ROOF/ WALL PANEL PREFAB PURLINS -SEE STRUCTURAL PREFAB BEAMS- SEE STRUCTURAL STANDING SEAM METAL ROOF @ SHED BLDG FIRE RATING / SOURCE: 0 HOUR STC RATING / SOURCE: INSULATION: N CONCRETE SLAB- SEE PLANS FOR THICKNESS FIRE RATING /SOURCE: OHOUR UNDERSLAB VAPOR BARRIER STC RATING /SOURCE: OF Ipp 6 A /i TM Ankrom Moisan INSULATION: Y a 15.1 STANDING SEAM METAL ROOF/ WALL PANEL PREFAB PURLINS -SEE STRUCTURAL PREFAB BEAMS- SEE STRUCTURAL STANDING SEAM METAL ROOF @ SHED BLDG FIRE RATING / SOURCE: 0 HOUR STC RATING / SOURCE: INSULATION: N GENERAL NOTES - EXTERIOR WALLS GENERAL NOTES 1. REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS AND ADDITIONAL REQUIREMENTS FOR LOAD- BEARING AND SHEAR WALLS. 2. STUD SIZE OR WALL CORE THICKNESS ARE INDICATED ON THE WALL TYPE TAGS ON THE PLANS. REFER TO THE TAG LEG END O N SHEET AO.01. 3. WHERE THE WATER -RESISTIVE BARRIER(WRB) IS REQUIRED TO ALSO PERFORM AS THE AIR BARRIER, SEAL ALL EDGES, I NTERSECTION AND LAPS TO CREATE AN AIR -TIGHT ENCLOSURE. GENERAL NOTES HORIZONTAL ASSEMBLIES ROOFS GENERAL NOTES: 1. REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS AND ADDITIONAL REQUIREMENTS. 2. RAFTER OR CORE THICKNESS ARE INDICATED ON THE ROOF TYPE TAGS ON THE PLANS. REFER TO THE TAG LEGEND ON SHEET AO.01. FLOORS GENERAL NOTES: 1. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. 2. JO IST O R CO RE THICKNESS ARE IND ICATED O N THE FLOOR TYPE TAGS O N THE PLANS. REFER TO THE TAG LEGEND ON SHEET AO.01. CONCRETE SLAB- SEE PLANS FOR THICKNESS UNDERSLAB VAPOR BARRIER CAPLILLARY BREAK -SEE STRUCTURAL FOR DEPTH OF Ipp 6 A /i TM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 SLAB ON GRADE @ WAREHOUSE FIRE RATING/ SOURCE: 0 HOUR /� STC RATING / SOURCE: 3 H :=G/SOURCE: INSULATION: 1014 HOWARD STREET SAN FRANCISCO, CA 94103 CONCRETE SLAB- SEE PLANS FOR THICKNESS Q ANKROM MOISAN ARCHITECTS, INC. CAPILLARY BREAK- SEE STRUCTURAL FOR DEPTH J � W LL rn z z° W SLAB ON GRADE @ OUTBUILDING FIRE RATING/ SOURCE: 0 HOUR STC RATING / SOURCE: MelIIC RATING/SOURCE: INSULATION: GENERAL NOTES - EXTERIOR WALLS GENERAL NOTES 1. REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS AND ADDITIONAL REQUIREMENTS FOR LOAD- BEARING AND SHEAR WALLS. 2. STUD SIZE OR WALL CORE THICKNESS ARE INDICATED ON THE WALL TYPE TAGS ON THE PLANS. REFER TO THE TAG LEG END O N SHEET AO.01. 3. WHERE THE WATER -RESISTIVE BARRIER(WRB) IS REQUIRED TO ALSO PERFORM AS THE AIR BARRIER, SEAL ALL EDGES, I NTERSECTION AND LAPS TO CREATE AN AIR -TIGHT ENCLOSURE. GENERAL NOTES HORIZONTAL ASSEMBLIES ROOFS GENERAL NOTES: 1. REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS AND ADDITIONAL REQUIREMENTS. 2. RAFTER OR CORE THICKNESS ARE INDICATED ON THE ROOF TYPE TAGS ON THE PLANS. REFER TO THE TAG LEGEND ON SHEET AO.01. FLOORS GENERAL NOTES: 1. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. 2. JO IST O R CO RE THICKNESS ARE IND ICATED O N THE FLOOR TYPE TAGS O N THE PLANS. REFER TO THE TAG LEGEND ON SHEET AO.01. MAHIAH KILR_LY POR --AN- OF Ipp 6 A /i TM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 Q ANKROM MOISAN ARCHITECTS, INC. 0 J � W LL rn z z° W a L'n o J W Lu W W z W NW D � J F DO V Q N J OC Q OC a REVISION DATE REASON FOR ISSUE EXTERIOR & HORIZONTAL ASSEMBLIES LAND USE PERMIT DATE PROJECTNUMBER 12/18/2020 1 194250 . ii■, UL51:f7: EXISTING CONCRETE SIDEWALK EXISTING DRIVEWAY 584°2730"E 137 34' EXISTING DRIVEWAY EXISTING T-0" HIGH — — — — — — — _ _ r CHAINLINK FENCEANDGATE 0 n M w 60 N 0 t4 35'-71/2" 1.14'-41/2" 1 EXISTING RACK EXISTING DISPTACH TRAILER EXISTING PARKING (34 PARKING SPACES) EASEMENT SOUTH A STREET PROPERTY LINE S86°44'19"E 206.45' 0 EXISTING CONCRETE SIDEWALK (2) EXISTING BIKE RACKS EXISTING RETAIL STORE ±14,585 sf EXISTING CONCRETE SIDEWALK EXISTING I EXISTING 6'-0" HIGH j / CHAINLINK FENCE EXISTING GATE (ENTRANCE TO LUMBERYARD) EXISTING AC PAVING EXIST7TRASH dr] ENCLFlim N� AND 2 u EXISTING 6'-0" HIGH CHAINLINK FENCE z pill z I PROPERTY i 00 LINE00 0 ru II EASEMENT4. I i I p s 'PROPOSED PREMANUFACTURED T -SHED DS ppp (BY CONTRACTOR) r NEW Ac PAVING DS I 3,600 SF'li n. a'.. DN o a RAIN GARDEN - SEE CIVIL' 4 ' •F: CONCRETE SLAB a' I I IIICONCRETE RAMP WALL -�- '•• PROPERTY LINE I - . b: • •'• a � PROPOSED WAREHOUSE. O e7. •51945F _ o PROPOSED SHED RAIN GARDEN - 49'. a• _ 8"•4,800 SF- SEE CIVIL QA a -•P to 'TRENCH DRAIN -SEE CIVIL:, 0 _ a ``��_ � "' � � � •_ - a III -CATCH BASIN SEE CIVIL 4,O _. - __ _�' _ �" •• III III •. _ - •aLOADING e1DOCK 4O 54 701/8" _ S 19.-0.. O 47'4"O X17'-6" EASEMENT _ O N77°73'p2,w349.40, UNION PACIFIC RAILROAD PROPERTY LINE — EXISTING 6'-0" HIGH CHAINLINK FENCE SITE PLAN r1l 1" = 20' 0" PROJECT MARIAN KILR_LY PORR- AN�- t a N Q' OF Ipp 6 A /i TM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. 0 J � W LL rn Z Z° Lua 0 w_ W LL Z Cm � G wLu N w J V Q � In J Q a REVISION DATE REASON FOR ISSUE A 12-18-20 LAND USE CITY COMMENTS SITE PLAN LAND USE PERMIT DATE PROJECTNUMBER 12/18/2020 1 194250 . 4420LIMI:fi: 1� F /4" e c Im C r GENERAL NOTES - FLOOR PLANS 1. REFER TO SHEETA0.01 FOR'PROJECT NOTES'APPLICABLE TO ALL PORTIONS OF THE WORK. 2. REFERENCE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 3. SEESHEETSA0.11 FOR WALL ASSEMBLIES. 4. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALL AND BEAM SIZES. e u E SLAB PLAN LEGEND N Ilul� SLAB ON GRADE _ ® CONCRETE CURB 1 WAREHOUSE - SLAB PLAN I 1/8"-1'0" 1/4" 7 WAREHOUSE - FLOOR PLAN PROJECT L 1/8"-1'0" PROJECT KEYNOTE LEGEND Key Value Keynote Text B.101 GENERAL NOTES - SLAB PLANS B.103 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES'APPLICABLE TO ALL PORTIONS OF THE WORK. 22'-0"W X 16'-0"H MOTORIZED OVERHEAD DOOR- PAINTED. 2. ELEVATION TAGS INDICATE TOP OF CONCRETE, UNLESS NOTED OTHERWISE. B.234.1 3. VERIFY AND COORDINATE SLAB PENETRATIONS INCLUDING SLEEVES& BLOCKOUTS AS REQUIRED FOR 42"H STEEL GUARDRAIL G.260.1.3 PLUMBING, MECHANICAL, ELECTRICAL, ETC. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPENCIES. G.260.8 4. PROVIDE SLAB BLOCKOUTS FOR RECESSED DOOR HARDWARE. Q ANKROM MOISAN ARCHITECTS, INC. 5. SLAB PLANS INDICATE LAYOUT DIMENSIONS FOR CONCRETE SLABS, CURBS, CONCRETE WALLS, Lu DEPRESSIONS, AND SLOPES, ONLY. REFER TO STRUCTURAL FOR ADDITIONAL REQUIREMENTS. z° 6. PROVIDE CAST OR SAWN CONTROLJOINTS IN SLABS ON GRADE AT LOCATIONS INDICATED ON L'n o J W STRUCTURAL OR ARCHITECTURAL DRAWINGS. IN THE EVENT OF CONFLICT, NOTFIY THE ARCHITECT z Cm � PRIOTTO PLACEMENTOFCONCRETE. J F m V 7. CONFORM TO VAPOR BARRIER OR WATERPROOF MEMBRANE MANUFACTURERS MINIMUM SPACING Q 0 a REQUIREMENTS BETWEEN MULTIPLE ADJACENT PENETRATIONS. REVISION 8. ALIGN EDGE OF SLAB WITH FACE OR ADJACENT COLUMN OR CONCRETE WALL, UNLESS NOTED A 12-18-20 OTHERWISE. u E SLAB PLAN LEGEND N Ilul� SLAB ON GRADE _ ® CONCRETE CURB 1 WAREHOUSE - SLAB PLAN I 1/8"-1'0" 1/4" 7 WAREHOUSE - FLOOR PLAN PROJECT L 1/8"-1'0" PROJECT KEYNOTE LEGEND Key Value Keynote Text B.101 X -BRACE - SEE STRUCTURAL B.103 TUBE STEEL COLUMN - SEE STRUCTURAL B.232.1 22'-0"W X 16'-0"H MOTORIZED OVERHEAD DOOR- PAINTED. B.232.2 8'-0"W X 16'-0"H MOTORIZED OVERHEAD DOOR- PAINTED. B.234.1 3'-0" X 7'-0" EXTERIOR HOLLOW METAL DOOR AND FRAME- PAINTED. DOOR HARDWARE TO BE ADA COMPLIANT. G.260.1.2 42"H STEEL GUARDRAIL G.260.1.3 STEEL BOLLARD G.260.8 CONCRETE RAMP WALL MAHIAH KILR_LY �PYR AN OF Ipp 6 A /i TM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 Q ANKROM MOISAN ARCHITECTS, INC. Lu z z° W a L'n o J W Lu W z Cm � G W NW D � J F m V Q N J Q 0 a REVISION DATE REASON FOR ISSUE A 12-18-20 LAND USE CITY COMMENTS WAREHOUSE - SLAB PLAN & FLOOR PLAN LAND USE PERMIT DATE PROJECTNUMBER 12/18/2020 194250 . as■0LI MVIAZ l 1� 4.2 4J OS O6 3ELOW 1 WAREHOUSE - ROOF PLAN 1/8" = 1'-0" PROJECT GENERAL NOTES - ROOF PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES'APPLICABLE TO ALL PORTIONS OF THE WORK. 2. SEE SHEETA031 FOR HORIZONTAL ASSEMBLIES. 3. ROOF PENETRATIONS SHOWN ARE SCHEMATIC IN NATURE, COO RD INATE ACTUAL SIZE, TYPE AND LOCATION OF EQUIPMENT. CURBS, AND ANY OTHER ROOF PENETRATIONS THAT MAYBE REQUIRED TO SUPPORT, SECURE OR FLASH ROOFTOP EQUIPMENT. 4. VERIFY AND COO RD INATE SLAB PENETRATIONS INCLUDING SLEEVES& BLOCKOUTS AS REQUIRED FOR PLUMBING, MECHANICAL, ELECTRICAL, ETC. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPENCIES. 5. COMPLY WITH THE MOST STRINGENT OF SMACNA, NRCA OR MANUFACTURERS' REQUIREMENTS FOR FLASHINGS, COPINGS AND OTHER SHEET METAL CONSTRUCTION. 6. VERIFY ROOFING MANUFACTURERS MINIMUM REQUIREMENTS FOR LAPPING OF ALL MATERIALS. BRING CONFLICTS WITH ARCHITECTURAL DETAILS TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION. KEYNOTE LEGEND Key Value Keynote Text B.125 PREFINISHED M ETAL GUTTER & DOWNSPOUT B.316 STANDI NG SEAM M ETAL ROOFI NG - PBS SSR -21 8 - 18" WI DTH - 24 GAUG E-PINISHES:SMOOTH - 180° SEAM - COLOR TO MATCH EXISTING BUILDING MAHIAH KILR_LY PGR^-AN—G U� N„ s,9- Q' O�4 OF 6 A /i TM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. 0 J � W LL rn z z° W a L'n o J W Lu W W z W NW D � J F m V Q N J Q a REVISION DATE REASON FOR ISSUE A 12-18-20 LAND USE CITY COMMENTS WAREHOUSE - ROOF PLAN LAND USE PERMIT DATE PROJECTNUMBER 12/18/2020 194250 . as■PIULMVIAZ 1 SHED - SLAB PLAN 1/8"=1'-0" 261.2• 26'.2" 15 26-2- 16 2 I I I/ 16 7 SHED -FLOOR PLAN L 1/8 -1 0'. PROJECT U PROJECT O O GENERAL NOTES - FLOOR PLANS 1. REFER TO SHEET A0.01 FOR'PROJ ECT NOTES'APPLICABLE TO ALL PORTIO NS OF THE WORK. 2. REFERENCE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 3. SEESHEETSA0.11 FOR WALL ASSEMBLIES. 4. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALL AND BEAM SIZES. GENERAL NOTES - SLAB PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES'APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ELEVATION TAGS INDICATE TOP OF CONCRETE, UNLESS NOTED OTHERWISE. 3. VERIFY AND COORDINATE SLAB PENETRATIONS INCLUDING SLEEVES& BLOCKOUTS AS REQUIRED FOR PLUMBING, MECHANICAL, ELECTRICAL, ETC. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPENCIES. 4. PROVIDE SLAB BLOCKOUTS FOR RECESSED DOOR HARDWARE. 5. SLAB PLANS INDICATE LAYOUT DIMENSIONS FOR CONCRETE SLABS, CURBS, CONCRETE WALLS, DEPRESSIONS, AND SLOPES, ONLY. REFER TO STRUCTURAL FOR ADDITIONAL REQUIREMENTS. 6. PROVIDE CAST OR SAWN CONTROLJOINTS IN SLABS ON GRADE AT LOCATIONS INDICATED ON STRUCTURAL OR ARCHITECTURAL DRAWINGS. IN THE EVENT OF CONFLICT, NOTFIY THE ARCHITECT PRIOTTO PLACEMENTOFCONCRETE. 7. CONFORM TO VAPOR BARRIER OR WATERPROOF MEMBRANE MANUFACTURERS MINIMUM SPACING REQUIREMENTS BETWEEN MULTIPLE ADJACENT PENETRATIONS. 8. ALIGN EDGE OF SLAB WITH FACE OR ADJACENT COLUMN OR CONCRETE WALL, UNLESS NOTED OTHERWISE. (SLAB PLAN LEGEND SLAB ON GRADE ® CONCRETE CURB KEYNOTE LEGEND Key Value Keynote Text B.101 X -BRACE - SEE STRUCTURAL B.102 11 WE X 3'-6"H CONCRETE BASE MAHIAH KILR_LY �PYR AN OF Ipp 6 A /i TM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. Lu LL Ol z z° Lu a L'n o �.�/ J IdsW Lu LL z Cm � G D N W J V m V) � Q N J Q a REVISION DATE REASON FOR ISSUE SHED - SLAB PLAN & FLOOR PLAN LAND USE PERMIT DATE PROJECTNUMBER 12/18/2020 1 194250 a411110LIMVIAZ SHED - ROOF PLAN 1/8"-10' WALL BELOW K I II I 17 � 18 �19 PROJECT GENERAL NOTES - ROOF PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES'APPLICABLE TO ALL PORTIONS OF THE WORK. 2. SEE SHEETA031 FOR HORIZONTAL ASSEMBLIES. 3. ROOF PENETRATIONS SHOWN ARE SCHEMATIC IN NATURE, COO RD INATE ACTUAL SIZE, TYPE AND LOCATION OF EQUIPMENT. CURBS, AND ANY OTHER ROOF PENETRATIONS THAT MAYBE REQUIRED TO SUPPORT, SECURE OR FLASH ROOFTOP EQUIPMENT. 4. VERIFY AND COO RD INATE SLAB PENETRATIONS INCLUDING SLEEVES& BLOCKOUTS AS REQUIRED FOR PLUMBING, MECHANICAL, ELECTRICAL, ETC. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPENCIES. 5. COMPLY WITH THE MOST STRINGENT OF SMACNA, NRCA OR MANUFACTURERS' REQUIREMENTS FOR FLASHINGS, COPINGS AND OTHER SHEET METAL CONSTRUCTION. 6. VERIFY ROOFING MANUFACTURERS MINIMUM REQUIREMENTS FOR LAPPING OF ALL MATERIALS. BRING CONFLICTS WITH ARCHITECTURAL DETAILS TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION. KEYNOTE LEGEND Key Value Keynote Text B.316 STANDI NG SEAM M ETAL ROOFI NG - PBS SSR -21 8 - 18" WI DTH - 24 GAUG E-PINISHES:SMOOTH - 180° SEAM - COLOR TO MATCH EXISTING BUILDING MAHIAH KILR_LY PGR^-AN—G U� N„ s,9- Q' O�4 OF 6 A /i TM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. 0 J � W LL rn z z° Lu a L'n o �.�/ J IdsW Lu LL z Cm � G D NW J F m V Q N J Q a REVISION DATE REASON FOR ISSUE SHED - ROOF PLAN LAND USE PERMIT DATE PROJECTNUMBER 12/18/2020 194250 as■PIULMVIAZ PREMANUFACTURED T -SHED - SLAB PLAN (BY CONTRACTOR) - FOR REFERENC ONLY FT 1/8"= 1' 0" PROJECT GENERAL NOTES - FLOOR PLANS 1. REFER TO SHEETA0.01 FOR'PROJECT NOTES'APPLICABLE TO ALL PORTIONS OF THE WORK. 2. REFERENCE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 3. SEESHEETSA0.11 FOR WALL ASSEMBLIES. 4. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALL AND BEAM SIZES. GENERAL NOTES - SLAB PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES'APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ELEVATION TAGS INDICATE TOP OF CONCRETE, UNLESS NOTED OTHERWISE. 3. VERIFY AND COORDINATE SLAB PENETRATIONS INCLUDING SLEEVES& BLOCKOUTS AS REQUIRED FOR PLUMBING, MECHANICAL, ELECTRICAL, ETC. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPENCIES. 4. PROVIDE SLAB BLOCKOUTS FOR RECESSED DOOR HARDWARE. 5. SLAB PLANS INDICATE LAYOUT DIMENSIONS FOR CONCRETE SLABS, CURBS, CONCRETE WALLS, DEPRESSIONS, AND SLOPES, ONLY. REFER TO STRUCTURAL FOR ADDITIONAL REQUIREMENTS. 6. PROVIDE CAST OR SAWN CONTROLJOINTS IN SLABS ON GRADE AT LOCATIONS INDICATED ON STRUCTURAL OR ARCHITECTURAL DRAWINGS. IN THE EVENT OF CONFLICT, NOTFIY THE ARCHITECT PRIOTTO PLACEMENTOFCONCRETE. 7. CONFORM TO VAPOR BARRIER OR WATERPROOF MEMBRANE MANUFACTURERS MINIMUM SPACING REQUIREMENTS BETWEEN MULTIPLE ADJACENT PENETRATIONS. 8. ALIGN EDGE OF SLAB WITH FACE OR ADJACENT COLUMN OR CONCRETE WALL, UNLESS NOTED OTHERWISE. (SLAB PLAN LEGEND SLAB ON GRADE ® CONCRETE CURB MAHIAH KILR_LY PGR^ -AN- �cl- ��i OF Ipp 6 A /i TM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. Lu LL Ol z z° W a L'n o J W Lu W W z W� D N W J V m V) � Q N J Q a REVISION DATE REASON FOR ISSUE A 12-18-20 LAND USE CITY COMMENTS PREMANUFACTURED T -SHED - SLAB PLAN & FLOOR PLAN LAND USE PERMIT DATE PROJECTNUMBER 12/18/2020 1 194250 . as■PU,,5�:17: i•. 0. kx O"ERHANG PREMANUFACTURED T -SHED - ROOF PLAN (BY CONTRACTOR) 1/8' = 1' 0" TUBE STEEL COLUMN BELOW PROJECT GENERAL NOTES - ROOF PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES'APPLICABLE TO ALL PORTIONS OF THE WORK. 2. SEE SHEETA031 FOR HORIZONTAL ASSEMBLIES. 3. ROOF PENETRATIONS SHOWN ARE SCHEMATIC IN NATURE, COO RD INATE ACTUAL SIZE, TYPE AND LOCATION OF EQUIPMENT. CURBS, AND ANY OTHER ROOF PENETRATIONS THAT MAYBE REQUIRED TO SUPPORT, SECURE OR FLASH ROOFTOP EQUIPMENT. 4. VERIFY AND COO RD INATE SLAB PENETRATIONS INCLUDING SLEEVES& BLOCKOUTS AS REQUIRED FOR PLUMBING, MECHANICAL, ELECTRICAL, ETC. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPENCIES. 5. COMPLY WITH THE MOST STRINGENT OF SMACNA, NRCA OR MANUFACTURERS' REQUIREMENTS FOR FLASHINGS, COPINGS AND OTHER SHEET METAL CONSTRUCTION. 6. VERIFY ROOFING MANUFACTURERS MINIMUM REQUIREMENTS FOR LAPPING OF ALL MATERIALS. BRING CONFLICTS WITH ARCHITECTURAL DETAILS TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION. KEYNOTE LEGEND Key Value Keynote Text B.316 STANDI NG SEAM M ETAL ROOFI NG - PBS SSR -21 8 - 18" WI DTH - 24 GAUG E-PINISHES:SMOOTH - 180° SEAM - COLOR TO MATCH EXISTING BUILDING MAHIAH KILR_LY PGR^-AN—G U� N„ s,9- Q' O�4 OF 6 A /i TM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. 0 J � W LL rn z z° Lu a L'n o �.�/ J IdsW Lu LL z Cm � G D NW J F m V Q N J Q a REVISION DATE REASON FOR ISSUE A 12-18-20 LAND USE CITY COMMENTS PREMANUFACTURED T -SHED - ROOF PLAN LAND USE PERMIT DATE PROJECTNUMBER 12/18/2020 194250 . as■PIULMVIAZ (S) 4J 4.2 00 (2 1 BEA'v- 20r)"20' - 0" Y 1 WAREHOUSE - NORTH ELEVATION ' 1/8"=1'0" 4.5 (D 0 BEAM 120' - 0" Y VISH GRADE 2 WAREHOUSE - SOUTH ELEVATION 1/8 -1 0'• Q WAREHOUSE - EAST ELEVATION J1 /811 = 1,-0.1 TO BEAM 120'20' - 0" :INISH GRADE EVEL 1 (468.00') 100'00' - 0" 00 O 4 WAREHOUSE - WEST ELEVATION 1/8" = 1'-0" TO BEAM h 120'— 0" ;H GRADE EL 1 (468.00') 1 ' h 00 GENERAL NOTES - EXTERIOR ELEVATIONS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES'APPLICABLE TO ALL PORTIONS OF THE WORK 2. ELEVATIONS NOTED ARE RELATIVE TO SEA LEVEL (OR PROJECT DATUM). 3. SEE DOOR SCHEDULE SHEET Al2.01 FOR DOOR LOCATIONS AND TYPES. 4. SEE WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. 5. REFER TO AO11 FOR EXTERIOR WALL TYPES KEYNOTE LEGEND Key Value Keynote Text B.125 PREFINISHED METAL GUTTER & DOWNSPOUT B.214 STANDING SEAM METAL WALL PANEL - PBS -PRB PANEL -26 GAUGE- COLOR TO MATCH EXISTING BUILDING B.232.1 22'-0"W X 16'-0"H MOTORIZED OVERHEAD DOOR- PAINTED. B.234.1 3'-0" X 7'-0" EXTERIOR HOLLOW METAL DOOR AND FRAME- PAINTED. DOOR HARDWARE TO BE ADA COM PLIANT. B.316 STANDING SEAM METAL ROOFING - PBS SSR -21 8 - 18" WIDTH - 24 GAUGE -FINISHE&SMOOTH - 180° SEAM - COLOR TO MATCH EXISTING BUILDING G.260.1.2 42"H STEEL GUARDRAIL G.0.1.3 STEEL BOLLARD 6.26260.8 CONCRETE RAMPWALL MAHIAH KILR_LY PGR^-AN�- 'J a Nn 9TH OF 6 A /i TM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. 0 J � LU z Z° W a L'n o J oc w Lu LL M z a� D V) w J V m V) � Q N J Q a REVISION DATE REASON FOR ISSUE A 12-18-20 LAND USE CITY COMMENTS WAREHOUSE - EXTERIOR ELEVATIONS LAND USE PERMIT DATE PROJECTNUMBER 12/18/2020 1 194250 1 1918 17 16 15 14 13 1 GENERAL NOTES — EXTERIOR ELEVATIONS 12 11 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK, 2. ELEVATIONS NOTED ARE RELATIVE TO SEA LEVEL (OR PROJECT DATUM). 3. SEE DOOR SCHEDULE SHEETA12.01 FOR DOOR LOCATIONS AND TYPES. 4. SEE WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. 5. REFER TO A011 FOR EXTERIOR WALL TYPES L SHED — NORTH ELEVATION 1/8" = 1'-D" 11 12 13 14 15 16 17 18 19 7 SHED —SOUTH ELEVATION L1/8"=,,-0., h TO BEAM 20' - 0" APPROX FI h LEVELI(4 100' - 0" 00 QO 2 SHED — EAST ELEVATION (WEST MIRROR) J 1/8"=,,-0„ 3-112. B.316 TUBE STEEL CO LU MMN CONCRETE SLAB LEVEL 1 (4611 ') 100' - 0" Y 0 PREMANUFACTURED T—SHED — WEST ELEVATION (EAST MIRROR) — 4 BY CONTRACTOR (FOR REFERENCE ONLY) 1' i SH GRADE KEYNOTE LEGEND Key Value I Keynote Text B.102 1 WE X 3'-6"H CONCRETE BASE B.214 STANDING SEAM METAL WALL PANEL - PBS -PRB PANEL -26 GAUGE- COLOR TO MATCH EXISTING 9�i BUILDING B.316 STANDING SEAM METAL ROOFING - PBS SSR -21 8 - 18" WIDTH - 24 GAUGE - FINISHES: SMOOTH - 38 NORTHWEST DAVIS, SUITE 300 180° SEAM - COLOR TO MATCH EXISTING BUILDING 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. o^ w� z z° W a L'n o J W Lu W z CW � G W� D N W J V m Q N J Q a REVISION DATE REASON FOR ISSUE A 12-18-20 LAND USE CITY COMMENTS SHED & PREMANUF X -BRACE BEYOND ELEVATIONS LAND USE PERMIT DATE PROJECTNUMBER 12/18/2020 1 194250 a411110LIM,,:,a: EYOND X -BRACE B lo" Wo L SHED — NORTH ELEVATION 1/8" = 1'-D" 11 12 13 14 15 16 17 18 19 7 SHED —SOUTH ELEVATION L1/8"=,,-0., h TO BEAM 20' - 0" APPROX FI h LEVELI(4 100' - 0" 00 QO 2 SHED — EAST ELEVATION (WEST MIRROR) J 1/8"=,,-0„ 3-112. B.316 TUBE STEEL CO LU MMN CONCRETE SLAB LEVEL 1 (4611 ') 100' - 0" Y 0 PREMANUFACTURED T—SHED — WEST ELEVATION (EAST MIRROR) — 4 BY CONTRACTOR (FOR REFERENCE ONLY) 1' i SH GRADE KEYNOTE LEGEND Key Value I Keynote Text B.102 1 WE X 3'-6"H CONCRETE BASE B.214 STANDING SEAM METAL WALL PANEL - PBS -PRB PANEL -26 GAUGE- COLOR TO MATCH EXISTING 9�i BUILDING B.316 STANDING SEAM METAL ROOFING - PBS SSR -21 8 - 18" WIDTH - 24 GAUGE - FINISHES: SMOOTH - 38 NORTHWEST DAVIS, SUITE 300 180° SEAM - COLOR TO MATCH EXISTING BUILDING TO BEAM h 120' 0" SH GRADE .1 (468.00') $ 100'00' - 0" OLUMN AB PREMANUFACTURED T—SHED — NORTH ELEVATION (SOUTH 5 MIRROR) — BY CONTRACTOR (FOR REFERENCE ONLY) 1/811=11-0.1 0 A MAHIAH KILR_LY POR ANO 9�i OF 6 A /i TM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. o^ w� z z° W a L'n o J W Lu W z CW � G W� D N W J V m Q N J Q a REVISION DATE REASON FOR ISSUE A 12-18-20 LAND USE CITY COMMENTS SHED & PREMANUF T -SHED - EXTERIOR ELEVATIONS LAND USE PERMIT DATE PROJECTNUMBER 12/18/2020 1 194250 a411110LIM,,:,a: \D/ I f Il. mm / m 2 4 A4.01 A4.01 I/ SImosS B.214 STANDING SEAM METAL WALL PANEL - PBS -PRB PANEL -26 GAUGE- COLOR TO MATCH EXISTING BUILDING G.260.1.2 42"H STEEL GUARDRAIL G.260.8 CONCRETE RAMP WALL 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. 0 J � W l7 z Z° W a L'n o J W Lu W W z W� D N W J V m V) � Q V) J Q a REVISION DATE REASON FOR ISSUE A 12-18-20 LAND USE CITY COMMENTS WAREHOUSE - BUILDING SECTIONS LAND USE PERMIT DATE PROJECTNUMBER 12/18/2020 1 194250 . as■PU,,51:,7: =B.101 WAREHOUSE 100 j 0 0 I I I...I r -III -1r —III III III III III III III III. I. III ..III III III III III III III III. �-�� 1 WAREHOUSE - BUILDING SECTION N/S ' 1/8' = 1' 0" 3 WAREHOUSE - BUILDING SECTION @ LOADING DOCK N/S 2 A4.51 TO BEAM h F20'- 0" LEVEL 1 (468.00') h E3 A4.5, TO BEAM h 120'-O" LEVEL 1 (468.0000') h 1' - 0" 7 WAREHOUSE - BUILDING SECTION E/W 5 A4.51 1 iTO BE9M h ,20'-0" i i I I LEVEL 1 (468.00') h 00'-00 1 A WAREHOUSE - BUILDING SECTION @ LOADING DOCK E/W 1/8"-1'0.. TO BEAM h 120' - 0" /EL 1 (468.00') h 100'100' - 0" GENERAL NOTES - BUILDING SECTIONS 1. REFER TO SHEET A0.01 FOR'PROJ ECT NOTES'APPLICABLE TO ALL PORTIO NS OF THE WORK. 2. ELEVATIONS NOTED ARE RELATIVE TO SEA LEVEL (OR BUILDING DATUM). 3. SEE WALL SECTIONS FO R ADDITIONAL EXTERIO R DETAI LS. KEYNOTE LEGEND Key Value Keynote Text B.101 X -BRACE - SEE STRUCTURAL B.214 STANDING SEAM METAL WALL PANEL - PBS -PRB PANEL -26 GAUGE- COLOR TO MATCH EXISTING BUILDING G.260.1.2 42"H STEEL GUARDRAIL G.260.8 CONCRETE RAMP WALL MAHIAH KILR_LY o� NQ ole OF A /i TM 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. 0 J � W l7 z Z° W a L'n o J W Lu W W z W� D N W J V m V) � Q V) J Q a REVISION DATE REASON FOR ISSUE A 12-18-20 LAND USE CITY COMMENTS WAREHOUSE - BUILDING SECTIONS LAND USE PERMIT DATE PROJECTNUMBER 12/18/2020 1 194250 . as■PU,,51:,7: 80 2 1.1 r- 6 ' A4.51 TO BEAM 120' - 0" TI APPROX FINISH GRADE — LEVEL 1 (468.00') 100'- 1 - SHED 103 1 SHED - BUILDING SECTION N/S 1/8 - I-0, 00 pp 13 p p p q 18 19 7 SHED - BUILDING SECTION - E/W L 1/8 -1 0" - TUBE STEEL COLUNMN T -SHED k 104 m LEVEL 1 (468.00') 100' - 0" Y PREMANUFACTURED T -SHED - BUILDING SECTION (BY 3 CONTRACTOR) FOR REFERENCE ONLY 1/8- = r -o" 0 TO BEAM 1za-o" VEL 1 (468.00') 100'100' - 0" GENERAL NOTES - BUILDING SECTIONS 1. REFERTO SHEETA0.01 FOR'PROJECT NOTES'APPLICABLETO ALL PORTIONS OF THE WORK. 2. ELEVATIONS NOTED ARE RELATIVETO SEA LEVEL(OR BUILDING DATUM). 3. SEEWALLSECTIONS FORADDITIONAL EXTERIOR DETAILS. KEYNOTE LEGEND Key Value Keynote Text B.316 STANDING SEAM METAL ROOFING - PBS SSR -21 8 - 18" WIDTH - 24 GAUGE - FINIS HES:SMOOTH- 180° SEAM - COLOR TO MATCH EXISTING BUILDING 0 PGR^-AN—G U� N„ 5'9- �4Q' OF 6 A /i TM Ankrom Moisan 0 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 0 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. T -SHED k 104 m LEVEL 1 (468.00') 100' - 0" Y PREMANUFACTURED T -SHED - BUILDING SECTION (BY 3 CONTRACTOR) FOR REFERENCE ONLY 1/8- = r -o" 0 TO BEAM 1za-o" VEL 1 (468.00') 100'100' - 0" GENERAL NOTES - BUILDING SECTIONS 1. REFERTO SHEETA0.01 FOR'PROJECT NOTES'APPLICABLETO ALL PORTIONS OF THE WORK. 2. ELEVATIONS NOTED ARE RELATIVETO SEA LEVEL(OR BUILDING DATUM). 3. SEEWALLSECTIONS FORADDITIONAL EXTERIOR DETAILS. KEYNOTE LEGEND Key Value Keynote Text B.316 STANDING SEAM METAL ROOFING - PBS SSR -21 8 - 18" WIDTH - 24 GAUGE - FINIS HES:SMOOTH- 180° SEAM - COLOR TO MATCH EXISTING BUILDING MAHIAH KILR_LY PGR^-AN—G U� N„ 5'9- �4Q' OF 6 A /i TM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. D J � W LL rn z z° W a 0 J W Lu W z CW � G W NW D � J F m V Q V7 J Q 0 a REVISION DATE REASON FOR ISSUE A 12-18-20 LAND USE CITY COMMENTS SHED & PREMANUF T -SHED - BUILDING SECTIONS LAND USE PERMIT DATE PROJECTNUMBER 12/18/2020 1 194250 . as■PU,,5�:17: A B 1 WAREHOUSE - WALL SECTION @ OVERHEAD DOOR 1/4" =1'-0" \J \J () \J FINISH GRADE -L 1 (468 100FO., 0" 2 WAREHOUSE - WALL SECTION 1/4" =1'-0" TO BEAM 120'-0 (468.00 100' - 0" 3 WAREHOUSE - WALL SECTION @ LOADING DOCK N/S 1/4" = 1'-0" m T1 O BEAM 120' - 0- 0" APPROX FINISH GRADE 1 LEVEL 1 (468.00') 100' - 0- 0" ISH GRADE SEL 1 (468.00') 10 100' - 0" Y GENERAL NOTES - WALL SECTIONS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES'APPLICABLE TO ALL PORTIONS OF THE WORK. 2. INSTALL STANDING SEAM METAL ROOF/ WALL PER MANUFACTURER INSTRUCTION. KEYNOTE LEGEND Key Value Keynote Text B.214 STANDI NG SEAM METAL WALL PANEL - PBS -PRB PANEL -26 GAUG E- COLO R TO MATCH EXISTI NG BUILDING B.232.1 22'-0"W X 16'-0"H MOTORIZED OVERHEAD DOOR- PAINTED. B.232.2 8'-0"W X 16'-0"H MOTORIZED OVERHEAD DOOR- PAINTED. B.234.1 3'-0" X 7'-0" EXTERIOR HOLLOW METAL DOOR AND FRAME- PAINTED. DOOR HARDWARE TO BE ADA COM PLIANT. G.260.1.3 STEEL BOLLARD G.260.1.4 DOCK BUMPERS G.992 ITRENCH DRAIN - SEE CIVIL 4 WAREHOUSE - WALL SECTION @ LOADING DOCK E/W [ WAREHOUSE - WALL SECTION @ LOADING DOCK RAMP6 1/4' - 1 -0' SHED - WALL SECTION MAHIAH KILR_LY POR^%AN-��-� o> N, t'9- 4Q. OF Ipp 6 A /i TM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. 0 J � W LL rn z z° W a L'n o J W Lu W W z W� D N W J V m V) � Q V7 J Q a REVISION DATE REASON FOR ISSUE A 12-18-20 LAND USE CITY COMMENTS WAREHOUSE & SHED - WALL SECTIONS LAND USE PERMIT DATE PROJECTNUMBER 12/18/2020 1 194250 . as■PU,,5�:17: SEEASSEMBLIES GUIDE TRACK FLASHING - SHEET METAL ROUGH OPENING*1 SEALANTAND BACKER ROD FLASHING - SHEET HOLLOW METAL DOOR FRAME SEE ASSEMBUES a LOADIN A GUARDRAIL DETAIL T 3/4`=1'-W a J STEEL TUBES -1-1/2" DIAMETER - FULLY WELD ALLJOINTS - VERTICALS AT 60 INCHES ON CENTER MAXIMUM, EVENLY SPACED - PAINTED 3/4" CHAMFER A.C. PAVING CONCRETE RAMP WALL CONCRETE FILLED STEEL BOLLARD - 3 INCH RADIUS CAP - PAINT'OSHA'YELLOW HOLLOW METAL DOOR J, "I X I. -'•a '•� CONCRETE SLAB JAMB BEYOND SII V A.C. 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