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HomeMy WebLinkAboutGrammercy 1219202520 2 5 S h u l e r A r c h i t e c t u r e c EXPIRES: 12-03-2026 6448 REGISTEREDARCHITECT MARK H. SHULERSTATE OF WASHINGTON HANGER HEADED WELDED STUD HEADER HEIGHT HIGH STRENGTH BOLTS HOLDOWN HOLLOW STRUCTURAL SECTION HORIZONTAL HOT DIPPED GALVANIZED FACE OF (CONC,FTG,ETC) FIELD NAILING FINISH FINISH FLOOR FLOOR FOOT/FEET FOOTING FOUNDATION FRAMING JT JST JH INFO ID INT HGR HWS HDR HT HSB HD HSS HORIZ HDG GA GALV GT GLB GR GYP F.O.__ FN FIN FF FLR FT FTG FDN FRMG JOINT JOIST JOIST HANGER INFORMATION INSIDE DIAMETER INTERIOR GAGE GALVANIZED GIRDER TRUSS GLU-LAM GRADE GYPSUM R RWL REINF (R) REQD RF RO RADIUS RAIN WATER LEADER REINFORCE/ING/MENT/D REPLACE REQUIRED ROOF ROUGH OPENING WEIGHT WELDED WIRE FABRIC WITH WOOD SCREW WORK POINT UNLESS OTHERWISE NOTED THICK THREADED THROUGH TOE NAIL TONGUE AND GROOVE TOP AND BOTTOM TOP FLANGE JOIST HANGER TOP OF (CONC, FTG, ETC) TRANSVERSE TYPICAL SECTION SHEATHING SHEET METAL SCREWS SIMILAR SLAB JOINT SPACING SQUARE STAGGER/ED STANDARD STEEL STIFFENER STRUCTURE/AL STRUCTURAL PLYWOOD THK THRD THRU TN T&G T&B TFJH T.O.__ TRAN TYP WT WWF W/ WS WP VERT UON VERTICAL SECT SHTG SMS SIM SJ SPCG SQ STAG STD STL STIF STRUCT SP PARTIAL JOINT PENETRATION PENETRATION PENNY PERPENDICULAR PIECE PLATE PLUMBING PLYWOOD POUNDS POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POWDER DRIVEN FASTENER PRESSURE TREATED PROJECTION ON CENTER OPENING OPPOSITE HAND OUTSIDE DIAMETER OVER NEUTRAL AXIS NEW NO CAMBER NOMINAL NOT TO SCALE NUMBER/POUNDS MACHINE BOLT MANUFACTURE/D/ING/R MAXIMUM MECHANICAL METAL MINIMUM LAG SCREW LIGHT WEIGHT CONCRETE LONGITUDINAL LONG LEG HORIZONTAL LONG LEG VERTICAL NA (N) NC NOM NTS # PJP PEN d PERP PC PL PLUMB PLYWD LBS PSF PSI PDF PT PROJ OC OPNG OPH OD OV/ MB MFR MAX MECH MTL MIN LS LWC LONGIT LLH LLV CALIFORNIA BUILDING CODE CAMBER CAST IN PLACE CEILING CENTER LINE CENTER CHANNEL CLEAR COLUMN COMPLETE JOINT PENETRATION CONCRETE CONCRETE MASONRY UNIT CONCRETE TILT-UP PANEL CONNECTION CONSTRUCTION/COLD JOINT CONTINUOUS CONTRACTOR CALIFORNIA RESIDENTIAL CODE COUNTERSINK BEAM BELOW BETWEEN BLOCK BLOCKING BOTTOM BOTTOM OF BOUNDARY NAILING BRACING BUILDING ABOVE ABOVE FINISH FLOOR ADDITIONAL AGGREGATE ALTERNATE ANCHOR BOLT AND ANGLE ARCHITECT/URAL AT EACH EACH FACE EACH WAY EDGE OF ELECTRIC/AL ELEVATION EMBEDMENT END NAIL EQUAL EQUIPMENT EXISTING EXPANSION JOINT EXTERIOR EA EF EW E.O.__ ELEC ELEV EMBED EN EQ EQUIP (E) EJ EXT DIAG DS Ø DIM DBL DF DN DWGS CBC C CIP CLG CL CTR C CLR COL CJP CONC CMU CTUP CONN CJ CONT CONTR CRC CSK BM BLW BTWN BLK BLKG BOT B.O. __ BN BRCG BLDG ABV AFF ADDL AGGR ALT AB & L ARCH @ DIAGONAL DIAGONAL SHEATHING DIAMETER DIMENSION DOUBLE DOUGLAS FIR DOWN DRAWINGS KSI KIPS PER SQUARE INCH GENERAL NOTES SCOPE OF WORK ABBREVIATIONS DEMOLITION NOTES SHEET INDEX APPLICABLE BUILDING CODES LOCATION MAP DESIGN PROFESSIONAL INFORMATION PROJECT LOCATION 1. ALL NEW WORK SHALL CONFORM TO THE 2021 INTERNATIONAL BUILDING CODE WITH STATE OF WASHINGTON AMENDMENTS AND OTHER APPLICABLE CODES AND STANDARDS. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAKE THEMSELF FAMILIAR WITH ALL EXISTING CONDITIONS, BUILDING PLANS, AND ALL SITE CONDITIONS WHICH MAY AFFECT THEIR WORK. THEY SHALL ASCERTAIN THE EXTENT OF DEMOLITION WORK REQUIRED TO COMPLETE THE STRUCTURE PER NEW PLANS AND BE RESPONSIBLE FOR ITS SAFE COMPLETION. THE CONTRACTOR SHALL MATCH EXISTING HEIGHTS, LINES, MATERIALS, FINISHES AND CONDITIONS UNLESS NOTED OTHERWISE ON NEW PLANS. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS, AS THEY APPLY TO THIS PROJECT OF THE "SAFETY STANDARD FOR CONSTRUCTION WORK" ISSUED BY THE STATE OF WASHINGTON AND ALL OSHA REQUIREMENTS. THE ENGINEER AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS, BRACING AND SHORING REQUIRED. 5. THE CONTRACTOR SHALL PROVIDE ADEQUATE STAYS AND BRACING OF ALL FRAMING UNTIL ALL ELEMENTS OF DESIGN HAVE BEEN INCORPORATED IN THE PROJECT. 6. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO COMMENCING WITH NEW WORK. 7. (N) DENOTES NEW, (E) DENOTES EXISTING, AND (R) DENOTES REPLACEMENT. 8. DO NOT SCALE DRAWINGS. 9. OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. 10. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING FEATURES AND CONDITIONS (DIMENSIONS, ELEVATIONS, ETC.) UPON WHICH THESE DRAWINGS RELY. 1. BUILDING DESCRIPTION: A. THE STRUCTURE IS A 3-STORY WOOD-FRAMED RESIDENTIAL BUILDING CONSTRUCTED IN 1985. B. THE FIRST STORY IS PARTIALLY BELOW GRADE. C. THE BUILDING IS GENERALLY RECTANGULAR AND IS APPROXIMATELY 190 FEET BY 48 FEET AND INCLUDES 18 RESIDENTIAL UNITS. D. MOST UNITS HAVE WOOD FRAMED BALCONIES FRAMED WITH 2X10 JOISTS SPACED AT 16”O.C. E. THE BALCONIES ARE SUPPORTED BY A 4X12 BEAM AT THE OUTBOARD EDGE OF THE BALCONY. F. THE BALCONIES ARE APPROXIMATELY 8-FT DEEP AND 11-FT WIDE. G. THE BALCONIES AT UNIT STACKS X01 AND X02 ARE SEPARATED BY A STUD WALL. BUILDING Q HAS A WOOD FRAMED EXTERIOR STAIR BETWEEN THE X03 AND X04 STACKS. 2. DAMAGE DESCRIPTION: A. THE FRAMING OF THE STAIRS AND LANDING BETWEEN STACKS X03 AND X04 HAS EXPERIENCED ROT AND LOSS OF MATERIAL DUE TO EXPOSURE TO WATER. B. PORTIONS OF THE STAIR AND LANDING HAVE BEEN DEMOLISHED IN ANTICIPATION OF REPAIR OF THE DAMAGED FRAMING. C. THE LEDGER TO THE WALKWAY, REPLACEMENT OF THE TWO PRESSURE-TREATED 4X12 STRINGERS AND INSTALLATION OF A GUARDRAIL. D. SOME UNPERMITTED REPAIRS TO THE LANDING, 4X12 CANTILEVERED BEAM, 2X10 JOISTS HAVE BEEN UNDERTAKEN. 3. PROJECT SCOPE: A. THIS REPAIR USES LIKE-KIND MATERIALS TO REPAIR THE DAMAGED COMPONENTS. B. THE OCCUPANCY OF THE BUILDING IS UNCHANGED. C. THE EXISTING FOOTPRINT AND UTILITIES REMAIN UNCHANGED. D. REPAIR TO THE CANTILEVERED LANDING ON THE SECOND FLOOR TO INCLUDE REPLACEMENT OF THE PREVIOUSLY REPAIRED CANTILEVERED BEAM, REPLACEMENT OF THE PREVIOUSLY REPAIRED JOISTS AND FLOOR SHEATHING AT THE CANTILEVERED SECTION, AND REPLACEMENT OF GUARDRAIL. E. RECONSTRUCTION OF THE EXTERIOR STAIRS CONNECTING THE THIRD-FLOOR EXTERIOR CANTILEVERED WALKWAY WITH THE CANTILEVERED LANDING BETWEEN THE SECOND AND THIRD FLOORS, INCLUDING: REPLACEMENT OF LEDGER AT THIRD FLOOR BALCONY, REPLACEMENT OF STAIR FRAMING (LEDGER AND STEPS), REPLACEMENT OF GUARDRAIL, F. CONNECTION AT CANTILEVERED LANDING. 2021 INTERNATIONAL BUILDING CODE WITH STATE OF WASHINGTON AMENDMENTS (IBC) 2021 INTERNATIONAL PLUMBING CODE (IPC) 2021 INTERNATIONAL MECHANICAL CODE (IMC) 2021 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2021 WASHINGTON STATE ENERGY CODE (WSEC) 1. ALL DEMOLISHED MATERIALS, DEBRIS, AND RUBBISH SHALL BE REMOVED FROM SITE AS SOON AS POSSIBLE. DO NOT ACCUMULATE DEBRIS ON THE FLOOR OR AT THE SITE. 2. ALL BUILDING COMPONENTS AND FINISHES WHICH ARE TO REMAIN IN PLACE SHALL BE PROTECTED FROM DAMAGE DURING DEMOLITION. 3. DEMOLITION CONTRACTOR SHALL MAINTAIN A SEPARATION BETWEEN AREAS WITHIN THE SCOPE OF WORK AND AREAS OUTSIDE THE SCOPE OF WORK BY PROVIDING PLASTIC SHEATHING BETWEEN CONTIGUOUS SPACES AND/OR TEMPORARILY TAPING OF JOINTS AND GAPS TO PREVENT DUST MIGRATION. 4. USE ALL MEANS NECESSARY TO PREVENT THE SPREAD OF DUST TO ADJACENT AREAS. 5. CONDUCT DEMOLITION OPERATIONS & THE REMOVAL OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH STREETS, WALKS, & OTHER ADJACENT OCCUPANTS OR USED FACILITIES. COMPLY WITH LOCAL JURISDICTION REQUIREMENT FOR RECYCLING AND TREATMENT OF ITEMS TO BE RECYCLED. 6. DISPOSE OF ALL DEMOLISHED OR REMOVED MATERIAL LEGALLY OFF THE SITE. COMPLY WITH ALL LOCAL HAULING AND DISPOSAL REQUIREMENTS. 7. DEMOLITION PROCEDURES SHALL COMPLY WITH ALL STANDARD LOCAL, NATIONAL, STATE AND FEDERAL SAFETY REQUIREMENTS. 8. DO NOT ALTER THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING OR ITS ASSEMBLIES UNLESS SPECIFICALLY NOTED OTHERWISE. DEGENKOLB ENGINEERS SACRAMENTO OFFICE: 428 J STREET SUITE 500 SACRAMENTO, CA 95814 SAN FRANCISCO OFFICE: 375 BEALE STREET SUITE 500 SAN FRANCISCO, CA 94105 (415) 392-6952 SEATTLE OFFICE: 600 UNIVERSITY STREET SUITE 1001 SEATTLE, WA 98101 (206) 262-9240 WATER DAMAGE REPAIR GRAMMERCY APARTMENTS - BUILDING Q PROJECT INFORMATION PROPERTY ADDRESS BUILDING INFORMATION BUILDING OWNER NORTH DESIGN CRITERIA ARCHITECTURAL STRUCTURAL SYMBOL LEGEND 1216 8 4 711 10 15 14 6 13 9 5 3 2 1 C B A F E D THE FOLLOWING REPRESENTS A PERMANENT ADDRESS NUMBERING SYSTEM. DETAILS AND SECTIONS MAY BE USED TOGETHER ON THE SAME SHEET. DETAILS INDICATES GRAVEL/ AGGREGATE BASE INDICATES UNDISTURBED EARTH INDICATES SOLID WOOD BLOCKING IN SECTION. INDICATES A CONTINUOUS WOOD MEMBER IN SECTION. WORK POINT, CONTROL POINT OR DATUM MATERIAL LEGEND BUILDING SECTIONS AND WALL FRAMING ELEVATIONS GRID AT CENTER OF FRAMING INDICATES PLYWOOD INDICATES METAL INDICATES SAND OR GROUT (STUCCO FINISH @ ELEVATIONS) INDICATES NEW CONCRETE SHEET NUMBERING SYSTEM: MISCELLANEOUS SYMBOLS: SHEET NUMBER BEYOND ZERO DRAWING TYPE DESIGNATION DISCIPLINE DESIGNATION S2.2 DETAIL & ELEVATION CALLOUT: GRID AT FACE OF FRAMING SECTION OR ELEVATION INDICATING THAT DETAIL 1 WILL BE FOUND ON SHEET S0.1 ARROW INDICATES VIEWING DIRECTION INDICATES THAT DETAIL 1 WILL BE FOUND ON SHEET S0.3 STRUCTURAL GRID IDENTIFIER: CONSTRUCTION COORDINATION CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD (EOR) OF DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND AS-BUILT FIELD CONDITIONS PRIOR TO PURCHASING NON- REFUNDABLE BUILDING MATERIALS AND THEIR INSTALLATION. ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR BUILDING MATERIAL EXPENSES AND ASSOCIATED COSTS FOR STRUCTURAL ALTERATIONS DUE TO NON-COORDINATED FIELD CONDITIONS. OAKLAND OFFICE: 601 12TH STREET OAKLAND, CA 94607 (510) 272-9040 LOS ANGELES OFFICE: 300 SOUTH GRAND AVENUE SUITE 3850 LOS ANGELES, CA 90071 (213) 596-5000 SAN DIEGO OFFICE: 225 BROADWAY SUITE 1325 SAN DIEGO, CA 92101 (619) 515-0299 SUITE 400 (916) 418-9100 INDICATES COMPACTED EARTH INDICATES EXISTING CONCRETE 1 S0.2-M Z S0.1-M A A GRAMMERCY I - BUILDING Q 17425 120TH LN SE RENTON, WA 98058 A.P.N. 282305-9026 BMF IV WA GRAMMERCY LLC 111 E SEGO LILY DR # 400 SANDY, UT 84070 EXISTING FIRST FLOOR GROSS AREA = ±5,688 SQ FT EXISTING SECOND FLOOR GROSS AREA = ±5,688 SQ FT EXISTING THIRD FLOOR GROSS AREA = ±5,688 SQ FT EXISTING TOTAL BUILDINGGROSS AREA = ±17,064 SQ FT # STORIES = 3 # UNITS =18 OCCUPANCY CLASSIFICATION GROUP R-2 CONSTRUCTION TYPE TYPE VB-WOOD FRAME (NON-SPRINKLERED) CLIMATE ZONE 4C 1. DEAD LOADS: A. ROOF 20 PSF B. DECK 15 PSF 2. LIVE LOADS: A. ROOF 20 PSF (REDUCIBLE) B. DECK 60 PSF C. STAIRS 100 PSF 3. WIND DESIGN LOADS: A. BASIC WIND SPEED (Vult)97 MPH (USD) B. RISK CATEGORY II C. EXPOSURE CATEGORY B 4. SEISMIC DESIGN CRITERIA: A. OCCUPANCY RISK CATEGORY II B. IMPORTANCE FACTOR (IS)1.0 C. SEISMIC DESIGN CATEGORY D D. SITE CLASS D (DEFAULT) E. SS = 1.388g S1 = 0.472g SDS = 1.110g SD1 = N/A 5. FLOOD LOADS: NOT APPLICABLE 6. SNOW LOADS: A. ROOF SNOW 25 PSF LOT COVERAGE LOT AREA = 10.96 ACRES ORANGE COUNTY: 2401 E. KATELLA AVE ANAHEIM, CA 92806 (657) 999-7400 MEXICO: MORELOS 408, INTERIOR 14, COLONIA CENTRO 23400 SAN JOSE DEL CABO BAJA CALIFORNIA SUR MEXICO SUITE 280 011-52-624-142-6737 DE G E N K O L B E N G I N E E R S ww w . d e g e n k o l b . c o m 60 0 U n i v e r s i t y S t r e e t , S u i t e 1 0 0 1 20 6 . 2 6 2 . 9 2 4 0 P H O N E Se a t t l e , W A 9 8 1 0 1 DATE DRAWN JOB NO SHEET RE V I S I O N S : Pr o j e c t Sh e e t T i t l e Fi l e P a t h : GR A M M E R C Y A P A R T M E N T S - B U I L D I N G Q 17 4 2 5 1 2 0 T H L N S E RE N T O N , W A 9 8 0 5 8 Au t o d e s k D o c s : / / C 4 B 5 1 1 0 0 . 0 0 - G r a m m e r c y A p t s , R o t R e p a i r , 1 7 4 2 5 1 2 0 t h L n S E / G R A M M E R C Y B U I L D I N G Q . r v t C4B51100.00 A0.1 LO C A T I O N M A P & G E N E R A L N O T E S KBM/MS 1/10/2024 Da t e De s c r i p t i o n A0.1 LOCATION MAP & GENERAL NOTES A0.2 PLOT PLAN A3.1 PHOTO ELEVATIONS S0.1 STANDARD STRUCTURAL NOTES S0.2 STANDARD STRUCTURAL DETAILS S2.1 PARTIAL 2ND AND 3RD FLOOR FRAMING PLANS 6756l5868” GR A M M E R C Y 1 - B U I L D I N G S Q RECEIVED 01/21/2025 striplett BUILDING DIVISION B2 5 0 0 0 3 0 8 11813 SE 171st Ln 11 8 1 3 S E 1 7 1 s t L n REVIEWED Rick Lee 01/30/2025 BUILDING DIVISION THIS SET OF REVIEWED PLANS MUST BE MADE AVAILABLE ON THE JOB AT ALL TIMES DURING CONSTRUCTION. APPROVED BUILDING DIVISION THIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALL TIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BE OCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTON BUILDING DIVISION AND RECEIPT OF CERTIFICATE OF OCCUPANCY. APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TO VIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES, OR OTHER REGULATIONS ENFORCED BY THIS CITY. DATE: 02/11/2025 11 8 1 3 S E 1 7 1 s t L A N E 12 U U U 11813 SE 171st LANE 11 8 1 3 S E 1 7 1 s t L A N E U A0.1 ARCHITECT STRUCTURAL ENGINEER SHULER ARCHITECTURE CK ENGINEERING 810 NW 61ST 19229 38th PLACE NE SEATTLE, WA 98107 LAKE FOREST PARK, WA 98155 CONTACT: MARK SHULER CONTACT: PASKO KESOVIJA 206.359.0169 206.660.5189 INFO@SHULERARCHITECTURE.COM PASKO@CKENGINEERINGLLC.NET CONTRACTOR K & J CLEANING & PROP SERV LLC 19810 155TH STREET CT E BONNEY LAKE, WA 98391 #364 CONTACT: KELLEN GOETZ 253.289.2294 KELLEN@KJPORPERTYSERVICES.COM LICENSE: KJCLEJC761QK 12/17/2025 MS S1.0 PROJECT LOCATION KEY NOTES 101 - (E) MAIN BUILDING 102 - (E) DRIVEWAY 103 - (E) GAS METER 104 - (E) ELECTRICAL METER 105 - APPROXIMATE LOCATION OF REPAIRS NOTE: A LAND SURVEY WAS NOT PERFORMED FOR THIS RECONSTRUCTION PROJECT. PROPERTY LINE INFORMATION SHOWN IS FROM EXISTING COUNTY ASSESSOR'S MAPS. ALL DIMENSIONS TO PROPERTY LINES ARE APPROXIMATE FROM OBSERVED FIELD CONDITIONS AND HAVE NOT BEEN VERIFIED BY MEANS OF SURVEY. PLOT PLAN NTS INTERNATIONAL BUILDING CODE NOTES FIRE PROTECTION REQUIREMENTS 2. WALLS, CEILINGS, AND SOFFITS UNDER STAIRWAYS SHALL BE ENCLOSED AS REQUIRED FOR ONE HOUR FIRE-RESISTIVE CONSTRUCTION. (IBC WITH STATE OF WASHINGTON AMENDMENTS SECTION 1023.2.) 3. FIRE BLOCK AT WALLS AT STAIR STRINGERS, DROP CEILINGS, COVE CEILINGS, FLOORS, SHOWERS, SOFFITS, AND AT OPENINGS AROUND DUCTS, VENTS, PIPES, AND FLUE CHASES. FIRE BLOCKING SHALL BE PROVIDED VERTICALLY AT THE CEILING AND FLOOR LEVELS AND HORIZONTALLY AT INTERVALS NOT TO EXCEED 10'-0" MAXIMUM. (IBC WITH STATE OF WASHINGTON AMENDMENTS SECTION 718.2) REPAIRS / ALTERATIONS / ADDITIONS 1. BUILDING CODE REQUIREMENTS ARE APPLICABLE WHERE COMPONENTS ARE WITHIN SCOPE OF REPAIR, ALTERATION, AND / OR ADDITION. BUILDING Y BUILDING Z BUILDING X BUILDING W BUILDING V BUILDING U BUILDING R BUILDING Q BUILDING P BUILDING O BUILDING S BUILDING MBUILDING N 1 2 0 T H T E R R A C E S E 1 2 0 T H L A N E S E SE 172ND LANE 105 786'-0" ± 817'-0" ± 46 8 ' -0" ± 21 4 ' -0" ± 25 3 ' -0" ± 40'-0" ± 101 102 103 104 56'-0"± 130'-0"± T O S . E . P E T R O V I S K Y R D T O S . E . P E T R O V I S K Y R D DE G E N K O L B E N G I N E E R S ww w . d e g e n k o l b . c o m 60 0 U n i v e r s i t y S t r e e t , S u i t e 1 0 0 1 20 6 . 2 6 2 . 9 2 4 0 P H O N E Se a t t l e , W A 9 8 1 0 1 DATE DRAWN JOB NO SHEET RE V I S I O N S : Pr o j e c t Sh e e t T i t l e Fi l e P a t h : GR A M M E R C Y A P A R T M E N T S - B U I L D I N G Q 17 4 2 5 1 2 0 T H L N S E RE N T O N , W A 9 8 0 5 8 Au t o d e s k D o c s : / / C 4 B 5 1 1 0 0 . 0 0 - G r a m m e r c y A p t s , R o t R e p a i r , 1 7 4 2 5 1 2 0 t h L n S E / G R A M M E R C Y B U I L D I N G Q . r v t C4B51100.00 A0.2 PL O T P L A N KBM/MS 1/10/2024 Da t e De s c r i p t i o n 01/09/2025 GR A M M E R C Y 1 - B U I L D I N G S Q B2 5 0 0 0 3 0 8 RECEIVED 01/21/2025 striplett BUILDING DIVISION 11 8 1 3 S E 1 7 1 s t L n 11 8 1 3 S E 1 7 1 s t L A N E U 20 2 5 S h u l e r A r c h i t e c t u r e c EXPIRES: 12-03-2026 6448 REGISTERED ARCHITECT MARK H. SHULERSTATE OF WASHINGTON A0.2 PROJECT LOCATION 12/17/2025 MS ELEVATION KEY NOTES: GENERAL ELEVATION NOTES (R) HORIZONTAL LAP SIDING TO MATCH EXISTING (R) STAIR FRAMING AND LANDING (R) STUCCO TO MATCH EXISTING (R) GUARDRAIL 1 2 3 1. WEATHERPROOF THE EXTERIOR IN COMPLIANCE WITH IBC SECTION 1404.2. 2. HORIZONTAL LAP SIDING INSTALLED PER MFG'S RECOMMENDATIONS OR PER IBC 1404.16.2. 3. EXTERIOR STUCCO/PLASTER FINISH SHALL COMPLY WITH IBC 2512. EXTERIOR STUCCO/PLASTER WALLS SHALL HAVE A WEEP SCREED AT OR BELOW THE FOUNDATION PLATE LINE AND 4" ABOVE FINISH GRADE OR 2" ABOVE PAVED AREAS THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. (IBC 2512.1.2) 4 DE G E N K O L B E N G I N E E R S ww w . d e g e n k o l b . c o m 60 0 U n i v e r s i t y S t r e e t , S u i t e 1 0 0 1 20 6 . 2 6 2 . 9 2 4 0 P H O N E Se a t t l e , W A 9 8 1 0 1 DATE DRAWN JOB NO SHEET RE V I S I O N S : Pr o j e c t Sh e e t T i t l e Fi l e P a t h : GR A M M E R C Y A P A R T M E N T S - B U I L D I N G Q 17 4 2 5 1 2 0 T H L N S E RE N T O N , W A 9 8 0 5 8 Au t o d e s k D o c s : / / C 4 B 5 1 1 0 0 . 0 0 - G r a m m e r c y A p t s , R o t R e p a i r , 1 7 4 2 5 1 2 0 t h L n S E / G R A M M E R C Y B U I L D I N G Q . r v t C4B51100.00 A3.1 PH O T O E L E V A T I O N S KBM/MS 1/10/2024 N.T.S. 1 EAST ELEVATION N.T.S. 4 SOFFIT OF LANDING Da t e De s c r i p t i o n 1 2 3 4 01/09/2025 GR A M M E R C Y 1 - B U I L D I N G S Q B2 5 0 0 0 3 0 8 RECEIVED 01/21/2025 striplett BUILDING DIVISION 11 8 1 3 S E 1 7 1 s t L n 11 8 1 3 S E 1 7 1 s t L A N E U 20 2 5 S h u l e r A r c h i t e c t u r e c EXPIRES: 12-03-2026 6448 REGISTEREDARCHITECT MARK H. SHULERSTATE OF WASHINGTON A3.1 PH O T O S REPLACE HORIZONTAL, VERTICAL & STUCCO SIDNG TO MATCH EXISTING REPLACE ROTTED STAIR AND LANDING FRAMING REPLACE GUARDRAIL AND HANDRAIL PER STRUCTURAL SHEETS REPLACE 1-HOUR GYP SHEATHING TO MATCH EXISTING 1 4 4 3 1 2 3 1 12/17/2025 MS 12/17/2025 MS CK ENG I N E E R I N G L L C PR O F E S S I O N A L S T R U C T U R A L EN G I N E E R I N G S E R V I C E S 19 1 0 5 3 6 t h A v e . W , S u i t e 2 0 5 Ly n n w o o d , W A 9 8 0 3 6 Ph o n e : ( 2 0 6 ) 4 1 7 - 0 6 7 0 GR A M M E R C Y 1 - B U I L D I N G ' U ' DE S C R I P T I O N : STRUCTURAL NOTES Drawn By: PK Checked By: SC Date: 12-19-2025 CK JOB NO. 25-033 S-1.0 11 8 1 3 S E 1 7 1 s t L A N E RE N T O N , W A 9 8 0 5 8 RE V I S I O N # DA T E BUILDING Q KEYPLAN S2.1 1 PLAN LEGEND = (E) WOOD STUD WALL, 2X4 STUDS @ 16" OC TYP, UON = (R) BEAM, OR (R) HDR BLW KEY NOTES 1 2 3 = (E) BEAM, OR (E) HDR BLW = (E) 2X10 = (E) CANTILEVERED FLOOR JOIST = (E) 4X12 BEAM = (R) 2X10 PT @ 16" OC STAIR JOIST = (R) 4X12 PT BEAM = (R) 4X12 PT STAIR STRINGER = (R) 2X12 PT LEDGER = (R) 4X4 PT GUARDRAIL POST 4 5 6 7 8 = (R) FLOOR SHEATHING PER 9/S0.2 (R) STAIR TREADS PER 4/S2.1 (R) STAIR STRINGER PER PLAN (R) LEDGER PER PLAN (E) JOIST PER PLAN (E) FLOOR SHEATHING (R) HUC48. NOTCH BEAM OR PROVIDE SLOPED HANGER (R) (3)-16d @ 9" OC MIN (13) TOTAL SEE PLAN 7 R I S E R S @ 7 " = 4 ' - 1 " ± (R) A35 (E) BEAM PER PLAN (R) A34 (R) 2X TOE KICK (R) TA9 (R) FLOOR SHEATHING PER PLAN (R) 2x12 TREAD TO MATCH (E) (R) STAIR STRINGER PER PLAN 4" M A X (R) JOIST PER PLAN (R) 4X BLKG BELOW A34 (R) 2X BLKG W/ A34 TO BEAM (R) H2.5A @ 32" OC (R) BN SE E 2 / S 2 . 1 3 1 / 2 " (R) 4X BLKG, TYP (R) SIMPSON DTT2Z (R) JOIST PER PLAN (R) FLOOR SHEATHING PER PLAN (R) JOIST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) GUARDRAIL POST PER PLAN (R) 2X PT HANDRAIL PARALLEL TO JOISTS PERPENDICULAR TO JOISTS 3 1 / 2 " (R) 2X10 X 2'-0" BLKG W/ (15)-16d STAG. PLACE BLK OPPOSITE SIDE OF DTT2Z (R) JOIST PER PLAN (R) SIMPSON DTT2Z (R) FLOOR SHEATHING PER PLAN (R) 2X PT HANDRAIL (R) GUARDRAIL POST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) JOIST PER PLAN (R) LU210 3' - 6 " M I N NOTES: 1. SEE DETAIL 5/S2.1 FOR GUARDRAIL INFILL (R) 2X (R) 2X 3' - 6 " M I N GUARDRAIL POST PER PLAN, TYP (R) 2X2 BALUSTERS TO MATCH EXISTING. MAX SPACING = 5-1/2" OC (R) BEAM PER PLAN (E) BEAM PER PLAN (R) TOP RAIL (R) 8d, TYP 3' - 6 " M I N NOTES: 1. SEE DETAIL 4/S2.1 FOR ADDITIONAL INFORMATION PROVIDE MIN. 1/4" GAP BTWN TOP RAILS GAP UNIT Q-204UNIT Q-203 3 S2.1 2 S2.1 5' - 0 " ± 4 1 2 3 5 6 6 7 1 A3.1 1 A3.1 4 S2.1 3 8TYP 4' - 0 " ± 8'-0" ±5'-3" ± TO FACE OF (E) WALL TYP SIX TREADS @ 11" = 5'-6" 6'-7" ± DE G E N K O L B E N G I N E E R S ww w . d e g e n k o l b . c o m 60 0 U n i v e r s i t y S t r e e t , S u i t e 1 0 0 1 20 6 . 2 6 2 . 9 2 4 0 P H O N E Se a t t l e , W A 9 8 1 0 1 DATE DRAWN JOB NO SHEET RE V I S I O N S : Pr o j e c t Sh e e t T i t l e Fi l e P a t h : GR A M M E R C Y A P A R T M E N T S - B U I L D I N G Q 17 4 2 5 1 2 0 T H L N S E RE N T O N , W A 9 8 0 5 8 Au t o d e s k D o c s : / / C 4 B 5 1 1 0 0 . 0 0 - G r a m m e r c y A p t s , R o t R e p a i r , 1 7 4 2 5 1 2 0 t h L n S E / G R A M M E R C Y B U I L D I N G Q . r v t C4B51100.00 S2.1 PA R T I A L 2 N D A N D 3 R D F L O O R F R A M I N G P L A N S KBM/MS 1/10/2024 Da t e De s c r i p t i o n 3/4" = 1'-0" 2 DECK STAIR STRINGER & TREAD 3/4" = 1'-0" 3 DECK STAIR @ LANDING 3/4" = 1'-0" 4 DECK HANDRAIL CONNECTION 3/4" = 1'-0" 5 GUARDRAIL 1/2" = 1'-0" 1 PARTIAL 2ND AND 3RD FLOOR FRAMING PLAN 9 = (N) PT 2X10 BLOCKING 01/09/2025 9 GR A M M E R C Y 1 - B U I L D I N G S Q B2 5 0 0 0 3 0 8 RECEIVED 01/21/2025 striplett BUILDING DIVISION 11 8 1 3 S E 1 7 1 s t L n REVIEWED By: Alan Findlay, P.E. Date: 02/11/2025 1/4" = 1'-0" 11 8 1 3 S E 1 7 1 s t L A N E U PA R T I A L 2 N D & 3 R D F L O O R F R A M I N G P L A N S S2.1 BUILDING Q KEYPLAN S2.1 1 PLAN LEGEND = (E) WOOD STUD WALL, 2X4 STUDS @ 16" OC TYP, UON = (R) BEAM, OR (R) HDR BLW KEY NOTES 1 2 3 = (E) BEAM, OR (E) HDR BLW = (E) 2X10 = (E) CANTILEVERED FLOOR JOIST = (E) 4X12 BEAM = (R) 2X10 PT @ 16" OC STAIR JOIST = (R) 4X12 PT BEAM = (R) 4X12 PT STAIR STRINGER = (R) 2X12 PT LEDGER = (R) 4X4 PT GUARDRAIL POST 4 5 6 7 8 = (R) FLOOR SHEATHING PER 9/S0.2 (R) STAIR TREADS PER 4/S2.1 (R) STAIR STRINGER PER PLAN (R) LEDGER PER PLAN (E) JOIST PER PLAN (E) FLOOR SHEATHING (R) HUC48. NOTCH BEAM OR PROVIDE SLOPED HANGER (R) (3)-16d @ 9" OC MIN (13) TOTAL SEE PLAN 7 R I S E R S @ 7 " = 4 ' - 1 " ± (R) A35 (E) BEAM PER PLAN (R) A34 (R) 2X TOE KICK (R) TA9 (R) FLOOR SHEATHING PER PLAN (R) 2x12 TREAD TO MATCH (E) (R) STAIR STRINGER PER PLAN 4" M A X (R) JOIST PER PLAN (R) 4X BLKG BELOW A34 (R) 2X BLKG W/ A34 TO BEAM (R) H2.5A @ 32" OC (R) BN SE E 2 / S 2 . 1 3 1 / 2 " (R) 4X BLKG, TYP (R) SIMPSON DTT2Z (R) JOIST PER PLAN (R) FLOOR SHEATHING PER PLAN (R) JOIST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) GUARDRAIL POST PER PLAN (R) 2X PT HANDRAIL PARALLEL TO JOISTS PERPENDICULAR TO JOISTS 3 1 / 2 " (R) 2X10 X 2'-0" BLKG W/ (15)-16d STAG. PLACE BLK OPPOSITE SIDE OF DTT2Z (R) JOIST PER PLAN (R) SIMPSON DTT2Z (R) FLOOR SHEATHING PER PLAN (R) 2X PT HANDRAIL (R) GUARDRAIL POST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) JOIST PER PLAN (R) LU210 3' - 6 " M I N NOTES: 1. SEE DETAIL 5/S2.1 FOR GUARDRAIL INFILL (R) 2X (R) 2X 3' - 6 " M I N GUARDRAIL POST PER PLAN, TYP (R) 2X2 BALUSTERS TO MATCH EXISTING. MAX SPACING = 5-1/2" OC (R) BEAM PER PLAN (E) BEAM PER PLAN (R) TOP RAIL (R) 8d, TYP 3' - 6 " M I N NOTES: 1. SEE DETAIL 4/S2.1 FOR ADDITIONAL INFORMATION PROVIDE MIN. 1/4" GAP BTWN TOP RAILS GAP UNIT Q-204 UNIT Q-203 3 S2.1 2 S2.1 5' - 0 " ± 4 1 2 3 5 6 6 7 1 A3.1 1 A3.1 4 S2.1 3 8 TYP 4' - 0 " ± 8'-0" ±5'-3" ± TO FACE OF (E) WALL TYP SIX TREADS @ 11" = 5'-6" 6'-7" ± DE G E N K O L B E N G I N E E R S ww w . d e g e n k o l b . c o m 60 0 U n i v e r s i t y S t r e e t , S u i t e 1 0 0 1 20 6 . 2 6 2 . 9 2 4 0 P H O N E Se a t t l e , W A 9 8 1 0 1 DATE DRAWN JOB NO SHEET RE V I S I O N S : Pr o j e c t Sh e e t T i t l e Fi l e P a t h : GR A M M E R C Y A P A R T M E N T S - B U I L D I N G Q 17 4 2 5 1 2 0 T H L N S E RE N T O N , W A 9 8 0 5 8 Au t o d e s k D o c s : / / C 4 B 5 1 1 0 0 . 0 0 - G r a m m e r c y A p t s , R o t R e p a i r , 1 7 4 2 5 1 2 0 t h L n S E / G R A M M E R C Y B U I L D I N G Q . r v t C4B51100.00 S2.1 PA R T I A L 2 N D A N D 3 R D F L O O R F R A M I N G P L A N S KBM/MS 1/10/2024 Da t e De s c r i p t i o n 3/4" = 1'-0"2DECK STAIR STRINGER & TREAD 3/4" = 1'-0"3DECK STAIR @ LANDING 3/4" = 1'-0"4DECK HANDRAIL CONNECTION 3/4" = 1'-0"5GUARDRAIL 1/2" = 1'-0"1PARTIAL 2ND AND 3RD FLOOR FRAMING PLAN 9= (N) PT 2X10 BLOCKING 01/09/2025 9 GR A M M E R C Y 1 - B U I L D I N G S QB2 5 0 0 0 3 0 8 RECEIVED01/21/2025 striplett BUILDING DIVISION 11 8 1 3 S E 1 7 1 s t L n REVIEWED By: Alan Findlay, P.E. Date: 02/11/2025 BUILDING Q KEYPLAN S2.1 1 PLAN LEGEND = (E) WOOD STUD WALL, 2X4 STUDS @ 16" OC TYP, UON = (R) BEAM, OR (R) HDR BLW KEY NOTES 1 2 3 = (E) BEAM, OR (E) HDR BLW = (E) 2X10 = (E) CANTILEVERED FLOOR JOIST = (E) 4X12 BEAM = (R) 2X10 PT @ 16" OC STAIR JOIST = (R) 4X12 PT BEAM = (R) 4X12 PT STAIR STRINGER = (R) 2X12 PT LEDGER = (R) 4X4 PT GUARDRAIL POST 4 5 6 7 8 = (R) FLOOR SHEATHING PER 9/S0.2 (R) STAIR TREADS PER 4/S2.1 (R) STAIR STRINGER PER PLAN (R) LEDGER PER PLAN (E) JOIST PER PLAN (E) FLOOR SHEATHING (R) HUC48. NOTCH BEAM OR PROVIDE SLOPED HANGER (R) (3)-16d @ 9" OC MIN (13) TOTAL SEE PLAN 7 R I S E R S @ 7 " = 4 ' - 1 " ± (R) A35 (E) BEAM PER PLAN (R) A34 (R) 2X TOE KICK (R) TA9 (R) FLOOR SHEATHING PER PLAN (R) 2x12 TREAD TO MATCH (E) (R) STAIR STRINGER PER PLAN 4" M A X (R) JOIST PER PLAN (R) 4X BLKG BELOW A34 (R) 2X BLKG W/ A34 TO BEAM (R) H2.5A @ 32" OC (R) BN SE E 2 / S 2 . 1 3 1 / 2 " (R) 4X BLKG, TYP (R) SIMPSON DTT2Z (R) JOIST PER PLAN (R) FLOOR SHEATHING PER PLAN (R) JOIST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) GUARDRAIL POST PER PLAN (R) 2X PT HANDRAIL PARALLEL TO JOISTS PERPENDICULAR TO JOISTS 3 1 / 2 " (R) 2X10 X 2'-0" BLKG W/ (15)-16d STAG. PLACE BLK OPPOSITE SIDE OF DTT2Z (R) JOIST PER PLAN (R) SIMPSON DTT2Z (R) FLOOR SHEATHING PER PLAN (R) 2X PT HANDRAIL (R) GUARDRAIL POST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) JOIST PER PLAN (R) LU210 3' - 6 " M I N NOTES: 1. SEE DETAIL 5/S2.1 FOR GUARDRAIL INFILL (R) 2X (R) 2X 3' - 6 " M I N GUARDRAIL POST PER PLAN, TYP (R) 2X2 BALUSTERS TO MATCH EXISTING. MAX SPACING = 5-1/2" OC (R) BEAM PER PLAN (E) BEAM PER PLAN (R) TOP RAIL (R) 8d, TYP 3' - 6 " M I N NOTES: 1. SEE DETAIL 4/S2.1 FOR ADDITIONAL INFORMATION PROVIDE MIN. 1/4" GAP BTWN TOP RAILS GAP UNIT Q-204UNIT Q-203 3 S2.1 2 S2.1 5' - 0 " ± 4 1 2 3 5 6 6 7 1 A3.1 1 A3.1 4 S2.1 3 8TYP 4' - 0 " ± 8'-0" ±5'-3" ± TO FACE OF (E) WALL TYP SIX TREADS @ 11" = 5'-6" 6'-7" ± DE G E N K O L B E N G I N E E R S ww w . d e g e n k o l b . c o m 60 0 U n i v e r s i t y S t r e e t , S u i t e 1 0 0 1 20 6 . 2 6 2 . 9 2 4 0 P H O N E Se a t t l e , W A 9 8 1 0 1 DATE DRAWN JOB NO SHEET RE V I S I O N S : Pr o j e c t Sh e e t T i t l e Fi l e P a t h : GR A M M E R C Y A P A R T M E N T S - B U I L D I N G Q 17 4 2 5 1 2 0 T H L N S E RE N T O N , W A 9 8 0 5 8 Au t o d e s k D o c s : / / C 4 B 5 1 1 0 0 . 0 0 - G r a m m e r c y A p t s , R o t R e p a i r , 1 7 4 2 5 1 2 0 t h L n S E / G R A M M E R C Y B U I L D I N G Q . r v t C4B51100.00 S2.1 PA R T I A L 2 N D A N D 3 R D F L O O R F R A M I N G P L A N S KBM/MS 1/10/2024 Da t e De s c r i p t i o n 3/4" = 1'-0" 2 DECK STAIR STRINGER & TREAD 3/4" = 1'-0" 3 DECK STAIR @ LANDING 3/4" = 1'-0" 4 DECK HANDRAIL CONNECTION 3/4" = 1'-0" 5 GUARDRAIL 1/2" = 1'-0" 1 PARTIAL 2ND AND 3RD FLOOR FRAMING PLAN 9 = (N) PT 2X10 BLOCKING 01/09/2025 9 GR A M M E R C Y 1 - B U I L D I N G S Q B2 5 0 0 0 3 0 8 RECEIVED 01/21/2025 striplett BUILDING DIVISION 11 8 1 3 S E 1 7 1 s t L n REVIEWED By: Alan Findlay, P.E. Date: 02/11/2025 BUILDING U BU I L D I N G Q KE Y P L A N S2 . 1 1 PL A N L E G E N D = ( E ) W O O D S T U D W A L L , 2 X 4 S T U D S @ 1 6 " O C T Y P , U O N = ( R ) B E A M , O R ( R ) H D R B L W KE Y N O T E S 123 = ( E ) B E A M , O R ( E ) H D R B L W = ( E ) 2 X 1 0 = ( E ) C A N T I L E V E R E D F L O O R J O I S T = ( E ) 4 X 1 2 B E A M = ( R ) 2 X 1 0 P T @ 1 6 " O C S T A I R J O I S T = ( R ) 4 X 1 2 P T B E A M = ( R ) 4 X 1 2 P T S T A I R S T R I N G E R = ( R ) 2 X 1 2 P T L E D G E R = ( R ) 4 X 4 P T G U A R D R A I L P O S T 45678 = ( R ) F L O O R S H E A T H I N G P E R 9 / S 0 . 2 (R ) S T A I R T R E A D S PE R 4 / S 2 . 1 (R ) S T A I R S T R I N G E R PE R P L A N (R ) L E D G E R P E R P L A N (E ) J O I S T P E R PL A N (E ) F L O O R SH E A T H I N G (R ) H U C 4 8 . N O T C H BE A M O R P R O V I D E SL O P E D H A N G E R (R ) ( 3 ) - 1 6 d @ 9 " O C M I N ( 1 3 ) T O T A L SE E P L A N 7 RISERS @ 7" = 4'-1"± (R ) A 3 5 (E ) B E A M P E R P L A N (R ) A 3 4 (R ) 2 X T O E K I C K (R ) T A 9 (R ) F L O O R S H E A T H I N G PE R P L A N (R ) 2 x 1 2 T R E A D TO M A T C H ( E ) (R ) S T A I R S T R I N G E R P E R P L A N 4" MAX (R ) J O I S T P E R P L A N (R ) 4 X B L K G B E L O W A 3 4 (R ) 2 X B L K G W / A 3 4 T O B E A M (R ) H 2 . 5 A @ 3 2 " O C (R ) B N SEE 2/S2.1 3 1/2" (R ) 4 X B L K G , T Y P (R ) S I M P S O N D T T 2 Z (R ) J O I S T P E R P L A N (R ) F L O O R S H E A T H I N G P E R P L A N (R ) J O I S T P E R P L A N (R ) 1 / 2 " Ø A 3 0 7 W / ST D W A S H E R (R ) G U A R D R A I L PO S T P E R P L A N (R ) 2 X P T H A N D R A I L PA R A L L E L T O J O I S T S PE R P E N D I C U L A R T O J O I S T S 3 1/2" (R ) 2 X 1 0 X 2 ' - 0 " B L K G W / (1 5 ) - 1 6 d S T A G . P L A C E B L K OP P O S I T E S I D E O F D T T 2 Z (R ) J O I S T P E R P L A N (R ) S I M P S O N D T T 2 Z (R ) F L O O R S H E A T H I N G P E R P L A N (R ) 2 X P T H A N D R A I L (R ) G U A R D R A I L PO S T P E R P L A N (R ) 1 / 2 " Ø A 3 0 7 W / ST D W A S H E R (R ) J O I S T P E R P L A N (R ) L U 2 1 0 3'-6" MIN NO T E S : 1. S E E D E T A I L 5 / S 2 . 1 F O R G U A R D R A I L I N F I L L (R ) 2 X (R ) 2 X 3'-6" MIN GUAR D R A I L P O S T PER P L A N , T Y P (R ) 2 X 2 B A L U S T E R S T O M A T C H EX I S T I N G . M A X S P A C I N G = 5 - 1 / 2 " O C (R ) B E A M P E R P L A N (E ) B E A M P E R P L A N (R ) T O P R A I L (R ) 8 d , T Y P 3'-6" MIN NO T E S : 1. S E E D E T A I L 4 / S 2 . 1 F O R A D D I T I O N A L I N F O R M A T I O N PR O V I D E M I N . 1 / 4 " GA P B T W N T O P R A I L S GA P UN I T Q - 2 0 4 UN I T Q - 2 0 3 3S2 . 1 2S2 . 1 5'-0" ± 4 1 2 3 5 6 6 7 1A3 . 1 1A3 . 1 4S2 . 1 3 8 TY P 4'-0" ± 8'- 0 " ± 5' - 3 " ± T O F A C E O F ( E ) W A L L TY P SI X T R E A D S @ 1 1 " = 5 ' - 6 " 6' - 7 " ± DEGENKOLB ENGINEERS www.degenkolb.com 600 University Street, Suite 1001 206.262.9240 PHONE Seattle, WA 98101 DA T E DR A W N JO B N O SH E E T REVISIONS:Project Sheet Title File Path: GRAMMERCY APARTMENTS - BUILDING Q 17425 120TH LN SE RENTON, WA 98058 Autodesk Docs://C4B51100.00 - Grammercy Apts, Rot Repair, 17425 120th Ln SE/GRAMMERCY BUILDING Q.rvt C4 B 5 1 1 0 0 . 0 0 S2 . 1 PARTIAL 2ND AND 3RD FLOOR FRAMING PLANSKB M / M S 1/ 1 0 / 2 0 2 4 Date Description 3/ 4 " = 1 ' - 0 " 2 DE C K S T A I R S T R I N G E R & T R E A D 3/ 4 " = 1 ' - 0 " 3 DE C K S T A I R @ L A N D I N G 3/ 4 " = 1 ' - 0 " 4 DE C K H A N D R A I L C O N N E C T I O N 3/4" = 1'-0"5GUARDRAIL1/2" = 1'-0"1PARTIAL 2ND A N D 3 R D F L O O R F R A M I N G P L A N 9 = ( N ) P T 2 X 1 0 B L O C K I N G 01 / 0 9 / 2 0 2 5 9 GRAMMERCY 1 - BUILDING SQ B25000308 RE C E I V E D 01 / 2 1 / 2 0 2 5 s t r i p l e t t BU I L D I N G D I V I S I O N 11813 SE 171st Ln RE V I E W E D By : A l a n F i n d l a y , P . E . Da t e : 0 2 / 1 1 / 2 0 2 5 BU I L D I N G Q KE Y P L A N S2 . 1 1 PL A N L E G E N D = ( E ) W O O D S T U D W A L L , 2 X 4 S T U D S @ 1 6 " O C T Y P , U O N = ( R ) B E A M , O R ( R ) H D R B L W KE Y N O T E S 123 = ( E ) B E A M , O R ( E ) H D R B L W = ( E ) 2 X 1 0 = ( E ) C A N T I L E V E R E D F L O O R J O I S T = ( E ) 4 X 1 2 B E A M = ( R ) 2 X 1 0 P T @ 1 6 " O C S T A I R J O I S T = ( R ) 4 X 1 2 P T B E A M = ( R ) 4 X 1 2 P T S T A I R S T R I N G E R = ( R ) 2 X 1 2 P T L E D G E R = ( R ) 4 X 4 P T G U A R D R A I L P O S T 45678 = ( R ) F L O O R S H E A T H I N G P E R 9 / S 0 . 2 (R ) S T A I R T R E A D S PE R 4 / S 2 . 1 (R ) S T A I R S T R I N G E R PE R P L A N (R ) L E D G E R P E R P L A N (E ) J O I S T P E R PL A N (E ) F L O O R SH E A T H I N G (R ) H U C 4 8 . N O T C H BE A M O R P R O V I D E SL O P E D H A N G E R (R ) ( 3 ) - 1 6 d @ 9 " O C M I N ( 1 3 ) T O T A L SE E P L A N 7 RISERS @ 7" = 4'-1"± (R ) A 3 5 (E ) B E A M P E R P L A N (R ) A 3 4 (R ) 2 X T O E K I C K (R ) T A 9 (R ) F L O O R S H E A T H I N G PE R P L A N (R ) 2 x 1 2 T R E A D TO M A T C H ( E ) (R ) S T A I R S T R I N G E R P E R P L A N 4" MAX (R ) J O I S T P E R P L A N (R ) 4 X B L K G B E L O W A 3 4 (R ) 2 X B L K G W / A 3 4 T O B E A M (R ) H 2 . 5 A @ 3 2 " O C (R ) B N SEE 2/S2.1 3 1/2" (R ) 4 X B L K G , T Y P (R ) S I M P S O N D T T 2 Z (R ) J O I S T P E R P L A N (R ) F L O O R S H E A T H I N G P E R P L A N (R ) J O I S T P E R P L A N (R ) 1 / 2 " Ø A 3 0 7 W / ST D W A S H E R (R ) G U A R D R A I L PO S T P E R P L A N (R ) 2 X P T H A N D R A I L PA R A L L E L T O J O I S T S PE R P E N D I C U L A R T O J O I S T S 3 1/2" (R ) 2 X 1 0 X 2 ' - 0 " B L K G W / (1 5 ) - 1 6 d S T A G . P L A C E B L K OP P O S I T E S I D E O F D T T 2 Z (R ) J O I S T P E R P L A N (R ) S I M P S O N D T T 2 Z (R ) F L O O R S H E A T H I N G P E R P L A N (R ) 2 X P T H A N D R A I L (R ) G U A R D R A I L PO S T P E R P L A N (R ) 1 / 2 " Ø A 3 0 7 W / ST D W A S H E R (R ) J O I S T P E R P L A N (R ) L U 2 1 0 3'-6" MIN NO T E S : 1. S E E D E T A I L 5 / S 2 . 1 F O R G U A R D R A I L I N F I L L (R ) 2 X (R ) 2 X 3'-6" MIN GUARDRAIL POST PER PLAN, TYP (R) 2X2 BALUST E R S T O M A T C H EXISTING. MAX S P A C I N G = 5 - 1 / 2 " O C (R ) B E A M P E R P L A N (E ) B E A M P E R P L A N (R ) T O P R A I L (R ) 8 d , T Y P 3'-6" MIN NO T E S : 1. S E E D E T A I L 4 / S 2 . 1 F O R A D D I T I O N A L I N F O R M A T I O N PR O V I D E M I N . 1 / 4 " GA P B T W N T O P R A I L S GA P UN I T Q - 2 0 4 UNIT Q-20 3 3S2 . 1 2S2 . 1 5'-0" ± 4 1 2 3 5 6 6 7 1A3 . 1 1A3 . 1 4S2 . 1 3 8 TY P 4'-0" ± 8' - 0 " ± 5' - 3 " ± T O F A C E O F ( E ) W A L L TY P SI X T R E A D S @ 1 1 " = 5 ' - 6 " 6' - 7 " ± DEGENKOLB ENGINEERS www.degenkolb.com 600 University Street, Suite 1001 206.262.9240 PHONE Seattle, WA 98101 DA T E DR A W N JO B N O SH E E T REVISIONS:Project Sheet Title File Path: GRAMMERCY APARTMENTS - BUILDING Q 17425 120TH LN SE RENTON, WA 98058 Autodesk Docs://C4B51100.00 - Grammercy Apts, Rot Repair, 17425 120th Ln SE/GRAMMERCY BUILDING Q.rvt C4 B 5 1 1 0 0 . 0 0 S2 . 1 PARTIAL 2ND AND 3RD FLOOR FRAMING PLANSKB M / M S 1/ 1 0 / 2 0 2 4 Date Description 3/ 4 " = 1 ' - 0 " 2 DE C K S T A I R S T R I N G E R & T R E A D 3/ 4 " = 1 ' - 0 " 3 DE C K S T A I R @ L A N D I N G 3/ 4 " = 1 ' - 0 " 4 DE C K H A N D R A I L C O N N E C T I O N 3/4" = 1'-0"5GUARDRAIL1/2" = 1'-0"1PARTIAL 2ND AND 3RD F L O O R F R A M I N G P L A N 9 = ( N ) P T 2 X 1 0 B L O C K I N G 01 / 0 9 / 2 0 2 5 9 GRAMMERCY 1 - BUILDING SQ B25000308 RE C E I V E D 01 / 2 1 / 2 0 2 5 s t r i p l e t t BU I L D I N G D I V I S I O N 11813 SE 171st Ln RE V I E W E D By : A l a n F i n d l a y , P . E . Da t e : 0 2 / 1 1 / 2 0 2 5 BUILDING Q KEYPLAN S2.1 1 PLAN LEGEND = (E) WOOD STUD WALL, 2X4 STUDS @ 16" OC TYP, UON = (R) BEAM, OR (R) HDR BLW KEY NOTES 1 2 3 = (E) BEAM, OR (E) HDR BLW = (E) 2X10 = (E) CANTILEVERED FLOOR JOIST = (E) 4X12 BEAM = (R) 2X10 PT @ 16" OC STAIR JOIST = (R) 4X12 PT BEAM = (R) 4X12 PT STAIR STRINGER = (R) 2X12 PT LEDGER = (R) 4X4 PT GUARDRAIL POST 4 5 6 7 8 = (R) FLOOR SHEATHING PER 9/S0.2 (R) STAIR TREADS PER 4/S2.1 (R) STAIR STRINGER PER PLAN (R) LEDGER PER PLAN (E) JOIST PER PLAN (E) FLOOR SHEATHING (R) HUC48. NOTCH BEAM OR PROVIDE SLOPED HANGER (R) (3)-16d @ 9" OC MIN (13) TOTAL SEE PLAN 7 R I S E R S @ 7 " = 4 ' - 1 " ± (R) A35 (E) BEAM PER PLAN (R) A34 (R) 2X TOE KICK (R) TA9 (R) FLOOR SHEATHING PER PLAN (R) 2x12 TREAD TO MATCH (E) (R) STAIR STRINGER PER PLAN 4" M A X (R) JOIST PER PLAN (R) 4X BLKG BELOW A34 (R) 2X BLKG W/ A34 TO BEAM (R) H2.5A @ 32" OC (R) BN SE E 2 / S 2 . 1 3 1 / 2 " (R) 4X BLKG, TYP (R) SIMPSON DTT2Z (R) JOIST PER PLAN (R) FLOOR SHEATHING PER PLAN (R) JOIST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) GUARDRAIL POST PER PLAN (R) 2X PT HANDRAIL PARALLEL TO JOISTS PERPENDICULAR TO JOISTS 3 1 / 2 " (R) 2X10 X 2'-0" BLKG W/ (15)-16d STAG. PLACE BLK OPPOSITE SIDE OF DTT2Z (R) JOIST PER PLAN (R) SIMPSON DTT2Z (R) FLOOR SHEATHING PER PLAN (R) 2X PT HANDRAIL (R) GUARDRAIL POST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) JOIST PER PLAN (R) LU210 3'- 6 " M I N NOTES: 1. SEE DETAIL 5/S2.1 FOR GUARDRAIL INFILL (R) 2X (R) 2X 3' - 6 " M I N GUARDRAIL POST PER PLAN, TYP (R) 2X2 BALUSTERS TO MATCH EXISTING. MAX SPACING = 5-1/2" OC (R) BEAM PER PLAN (E) BEAM PER PLAN (R) TOP RAIL (R) 8d, TYP 3' - 6 " M I N NOTES: 1. SEE DETAIL 4/S2.1 FOR ADDITIONAL INFORMATION PROVIDE MIN. 1/4" GAP BTWN TOP RAILS GAP UNIT Q-204 UNIT Q-203 3 S2.1 2 S2.1 5' - 0 " ± 4 1 2 3 5 6 6 7 1 A3.1 1 A3.1 4 S2.1 3 8 TYP 4' - 0 " ± 8'-0" ±5'-3" ± TO FACE OF (E) WALL TYP SIX TREADS @ 11" = 5'-6" 6'-7" ± DE G E N K O L B E N G I N E E R S ww w . d e g e n k o l b . c o m 60 0 U n i v e r s i t y S t r e e t , S u i t e 1 0 0 1 20 6 . 2 6 2 . 9 2 4 0 P H O N E Se a t t l e , W A 9 8 1 0 1 DATE DRAWN JOB NO SHEET RE V I S I O N S : Pr o j e c t Sh e e t T i t l e Fi l e P a t h : GR A M M E R C Y A P A R T M E N T S - B U I L D I N G Q 17 4 2 5 1 2 0 T H L N S E RE N T O N , W A 9 8 0 5 8 Au t o d e s k D o c s : / / C 4 B 5 1 1 0 0 . 0 0 - G r a m m e r c y A p t s , R o t R e p a i r , 1 7 4 2 5 1 2 0 t h L n S E / G R A M M E R C Y B U I L D I N G Q . r v t C4B51100.00 S2.1 PA R T I A L 2 N D A N D 3 R D F L O O R F R A M I N G P L A N S KBM/MS 1/10/2024 Da t e De s c r i p t i o n 3/4" = 1'-0"2DECK STAIR STRINGER & TREAD 3/4" = 1'-0"3DECK STAIR @ LANDING 3/4" = 1'-0"4DECK HANDRAIL CONNECTION 3/4" = 1'-0"5GUARDRAIL 1/2" = 1'-0"1PARTIAL 2ND AND 3RD FLOOR FRAMING PLAN 9= (N) PT 2X10 BLOCKING 01/09/2025 9 GR A M M E R C Y 1 - B U I L D I N G S QB2 5 0 0 0 3 0 8 RECEIVED01/21/2025 striplett BUILDING DIVISION 11 8 1 3 S E 1 7 1 s t L n REVIEWEDBy: Alan Findlay, P.E. Date: 02/11/2025 UNIT U-204UNIT U-203 7 6 2 6 8 9 3 1 4 TYPTYP 5'-3" TO FACE OF (E) WALL 6 TREADS @ 11" = 5'-6" 8'-0"+ 6'-7"+ 4' - 0 " + 5' - 0 " + FI E L D V E R I F Y S2.1 2 S2.1 4 A3.1 1 BUILDING Q KEYPLAN S2.11 PLAN LEGEND = (E) WOOD STUD WALL, 2X4 STUDS @ 16" OC TYP, UON = (R) BEAM, OR (R) HDR BLW KEY NOTES 1 2 3 = (E) BEAM, OR (E) HDR BLW = (E) 2X10 = (E) CANTILEVERED FLOOR JOIST = (E) 4X12 BEAM = (R) 2X10 PT @ 16" OC STAIR JOIST = (R) 4X12 PT BEAM = (R) 4X12 PT STAIR STRINGER = (R) 2X12 PT LEDGER = (R) 4X4 PT GUARDRAIL POST 4 5 6 7 8 = (R) FLOOR SHEATHING PER 9/S0.2 (R) STAIR TREADS PER 4/S2.1 (R) STAIR STRINGER PER PLAN (R) LEDGER PER PLAN (E) JOIST PER PLAN (E) FLOOR SHEATHING (R) HUC48. NOTCH BEAM OR PROVIDE SLOPED HANGER (R) (3)-16d @ 9" OC MIN (13) TOTAL SEE PLAN 7 R I S E R S @ 7 " = 4 ' - 1 " ± (R) A35 (E) BEAM PER PLAN (R) A34 (R) 2X TOE KICK (R) TA9 (R) FLOOR SHEATHING PER PLAN (R) 2x12 TREAD TO MATCH (E) (R) STAIR STRINGER PER PLAN 4" M A X (R) JOIST PER PLAN (R) 4X BLKG BELOW A34 (R) 2X BLKG W/ A34 TO BEAM (R) H2.5A @ 32" OC (R) BN SE E 2 / S 2 . 1 3 1 / 2 " (R) 4X BLKG, TYP (R) SIMPSON DTT2Z (R) JOIST PER PLAN (R) FLOOR SHEATHING PER PLAN (R) JOIST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) GUARDRAIL POST PER PLAN (R) 2X PT HANDRAIL PARALLEL TO JOISTS PERPENDICULAR TO JOISTS 3 1 / 2 " (R) 2X10 X 2'-0" BLKG W/ (15)-16d STAG. PLACE BLK OPPOSITE SIDE OF DTT2Z (R) JOIST PER PLAN (R) SIMPSON DTT2Z (R) FLOOR SHEATHING PER PLAN (R) 2X PT HANDRAIL (R) GUARDRAIL POST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) JOIST PER PLAN (R) LU210 3'-6 " M I N NOTES:1. SEE DETAIL 5/S2.1 FOR GUARDRAIL INFILL (R) 2X (R) 2X 3'- 6 " M I N GUARDRAIL POST PER PLAN, TYP (R) 2X2 BALUSTERS TO MATCH EXISTING. MAX SPACING = 5-1/2" OC (R) BEAM PER PLAN(E) BEAM PER PLAN (R) TOP RAIL (R) 8d, TYP 3'-6 " M I N NOTES:1. SEE DETAIL 4/S2.1 FOR ADDITIONAL INFORMATION PROVIDE MIN. 1/4" GAP BTWN TOP RAILS GAP UNIT Q-204 UNIT Q-203 3 S2.1 2 S2.1 5'- 0 " ± 4 1 2 3 5 6 6 7 1 A3.1 1 A3.1 4 S2.1 3 8 TYP 4'- 0 " ± 8'-0" ±5'-3" ± TO FACE OF (E) WALL TYP SIX TREADS @ 11" = 5'-6" 6'-7" ± DE G E N K O L B E N G I N E E R S ww w . d e g e n k o l b . c o m 60 0 U n i v e r s i t y S t r e e t , S u i t e 1 0 0 1 20 6 . 2 6 2 . 9 2 4 0 P H O N E Sea t t l e , W A 9 8 1 0 1 DATE DRAWN JOB NO SHEET RE V I S I O N S : Pro j e c t She e t T i t l e Fil e P a t h : GR A M M E R C Y A P A R T M E N T S - B U I L D I N G Q 17 4 2 5 1 2 0 T H L N S E RE N T O N , W A 9 8 0 5 8 Au t o d e s k D o c s : / / C 4 B 5 1 1 0 0 . 0 0 - G r a m m e r c y A p t s , R o t R e p a i r , 1 7 4 2 5 1 2 0 t h L n S E / G R A M M E R C Y B U I L D I N G Q . r v t C4B51100.00 S2.1 PA R T I A L 2 N D A N D 3 R D F L O O R F R A M I N G P L A N S KBM/MS 1/10/2024 Da t e De s c r i p t i o n 3/4" = 1'-0"2DECK STAIR STRINGER & TREAD 3/4" = 1'-0"3DECK STAIR @ LANDING 3/4" = 1'-0"4DECK HANDRAIL CONNECTION 3/4" = 1'-0"5GUARDRAIL 1/2" = 1'-0"1PARTIAL 2ND AND 3RD FLOOR FRAMING PLAN 9= (N) PT 2X10 BLOCKING 01/09/2025 9 GR A M M E R C Y 1 - B U I L D I N G S QB2 5 0 0 0 3 0 8 RECEIVED01/21/2025 striplett BUILDING DIVISION 11 8 1 3 S E 1 7 1 s t L n REVIEWED By: Alan Findlay, P.E. Date: 02/11/2025 MS 12/17/2025 CK E N G I N E E R I N G L L C PR O F E S S I O N A L S T R U C T U R A L EN G I N E E R I N G S E R V I C E S 19 2 2 9 3 8 t h P L N E La k e F o r e s t P a r k , W A 9 8 1 5 5 Ph o n e : ( 2 0 6 ) 4 1 7 - 0 6 7 0 (EX) CONC. STAIR TREAD TO REMAIN BUILDING Q KEYPLAN S2.1 1 PLAN LEGEND = (E) WOOD STUD WALL, 2X4 STUDS @ 16" OC TYP, UON = (R) BEAM, OR (R) HDR BLW KEY NOTES 1 2 3 = (E) BEAM, OR (E) HDR BLW = (E) 2X10 = (E) CANTILEVERED FLOOR JOIST = (E) 4X12 BEAM = (R) 2X10 PT @ 16" OC STAIR JOIST = (R) 4X12 PT BEAM = (R) 4X12 PT STAIR STRINGER = (R) 2X12 PT LEDGER = (R) 4X4 PT GUARDRAIL POST 4 5 6 7 8 = (R) FLOOR SHEATHING PER 9/S0.2 (R) STAIR TREADS PER 4/S2.1 (R) STAIR STRINGER PER PLAN (R) LEDGER PER PLAN (E) JOIST PER PLAN (E) FLOOR SHEATHING (R) HUC48. NOTCH BEAM OR PROVIDE SLOPED HANGER (R) (3)-16d @ 9" OC MIN (13) TOTAL SEE PLAN 7 R I S E R S @ 7 " = 4 ' - 1 " ± (R) A35 (E) BEAM PER PLAN (R) A34 (R) 2X TOE KICK (R) TA9 (R) FLOOR SHEATHING PER PLAN (R) 2x12 TREAD TO MATCH (E) (R) STAIR STRINGER PER PLAN 4" M A X (R) JOIST PER PLAN (R) 4X BLKG BELOW A34 (R) 2X BLKG W/ A34 TO BEAM (R) H2.5A @ 32" OC (R) BN SE E 2 / S 2 . 1 3 1 / 2 " (R) 4X BLKG, TYP (R) SIMPSON DTT2Z (R) JOIST PER PLAN (R) FLOOR SHEATHING PER PLAN (R) JOIST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) GUARDRAIL POST PER PLAN (R) 2X PT HANDRAIL PARALLEL TO JOISTS PERPENDICULAR TO JOISTS 3 1 / 2 " (R) 2X10 X 2'-0" BLKG W/ (15)-16d STAG. PLACE BLK OPPOSITE SIDE OF DTT2Z (R) JOIST PER PLAN (R) SIMPSON DTT2Z (R) FLOOR SHEATHING PER PLAN (R) 2X PT HANDRAIL (R) GUARDRAIL POST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) JOIST PER PLAN (R) LU210 3' - 6 " M I N NOTES: 1. SEE DETAIL 5/S2.1 FOR GUARDRAIL INFILL (R) 2X (R) 2X 3' - 6 " M I N GUARDRAIL POST PER PLAN, TYP (R) 2X2 BALUSTERS TO MATCH EXISTING. MAX SPACING = 5-1/2" OC (R) BEAM PER PLAN (E) BEAM PER PLAN (R) TOP RAIL (R) 8d, TYP 3' - 6 " M I N NOTES: 1. SEE DETAIL 4/S2.1 FOR ADDITIONAL INFORMATION PROVIDE MIN. 1/4" GAP BTWN TOP RAILS GAP UNIT Q-204UNIT Q-203 3 S2.1 2 S2.1 5' - 0 " ± 4 1 2 3 5 6 6 7 1 A3.1 1 A3.1 4 S2.1 3 8TYP 4' - 0 " ± 8'-0" ±5'-3" ± TO FACE OF (E) WALL TYP SIX TREADS @ 11" = 5'-6" 6'-7" ± DE G E N K O L B E N G I N E E R S ww w . d e g e n k o l b . c o m 60 0 U n i v e r s i t y S t r e e t , S u i t e 1 0 0 1 20 6 . 2 6 2 . 9 2 4 0 P H O N E Se a t t l e , W A 9 8 1 0 1 DATE DRAWN JOB NO SHEET RE V I S I O N S : Pr o j e c t Sh e e t T i t l e Fi l e P a t h : GR A M M E R C Y A P A R T M E N T S - B U I L D I N G Q 17 4 2 5 1 2 0 T H L N S E RE N T O N , W A 9 8 0 5 8 Au t o d e s k D o c s : / / C 4 B 5 1 1 0 0 . 0 0 - G r a m m e r c y A p t s , R o t R e p a i r , 1 7 4 2 5 1 2 0 t h L n S E / G R A M M E R C Y B U I L D I N G Q . r v t C4B51100.00 S2.1 PA R T I A L 2 N D A N D 3 R D F L O O R F R A M I N G P L A N S KBM/MS 1/10/2024 Da t e De s c r i p t i o n 3/4" = 1'-0" 2 DECK STAIR STRINGER & TREAD 3/4" = 1'-0" 3 DECK STAIR @ LANDING 3/4" = 1'-0" 4 DECK HANDRAIL CONNECTION 3/4" = 1'-0" 5 GUARDRAIL 1/2" = 1'-0" 1 PARTIAL 2ND AND 3RD FLOOR FRAMING PLAN 9 = (N) PT 2X10 BLOCKING 01/09/2025 9 GR A M M E R C Y 1 - B U I L D I N G S Q B2 5 0 0 0 3 0 8 RECEIVED 01/21/2025 striplett BUILDING DIVISION 11 8 1 3 S E 1 7 1 s t L n REVIEWED By: Alan Findlay, P.E. Date: 02/11/2025 BUILDING Q KEYPLAN S2.1 1 PLAN LEGEND = (E) WOOD STUD WALL, 2X4 STUDS @ 16" OC TYP, UON = (R) BEAM, OR (R) HDR BLW KEY NOTES 1 2 3 = (E) BEAM, OR (E) HDR BLW = (E) 2X10 = (E) CANTILEVERED FLOOR JOIST = (E) 4X12 BEAM = (R) 2X10 PT @ 16" OC STAIR JOIST = (R) 4X12 PT BEAM = (R) 4X12 PT STAIR STRINGER = (R) 2X12 PT LEDGER = (R) 4X4 PT GUARDRAIL POST 4 5 6 7 8 = (R) FLOOR SHEATHING PER 9/S0.2 (R) STAIR TREADS PER 4/S2.1 (R) STAIR STRINGER PER PLAN (R) LEDGER PER PLAN (E) JOIST PER PLAN (E) FLOOR SHEATHING (R) HUC48. NOTCH BEAM OR PROVIDE SLOPED HANGER (R) (3)-16d @ 9" OC MIN (13) TOTAL SEE PLAN 7 R I S E R S @ 7 " = 4 ' - 1 " ± (R) A35 (E) BEAM PER PLAN (R) A34 (R) 2X TOE KICK (R) TA9 (R) FLOOR SHEATHING PER PLAN (R) 2x12 TREAD TO MATCH (E) (R) STAIR STRINGER PER PLAN 4" M A X (R) JOIST PER PLAN (R) 4X BLKG BELOW A34 (R) 2X BLKG W/ A34 TO BEAM (R) H2.5A @ 32" OC (R) BN SE E 2 / S 2 . 1 3 1 / 2 " (R) 4X BLKG, TYP (R) SIMPSON DTT2Z (R) JOIST PER PLAN (R) FLOOR SHEATHING PER PLAN (R) JOIST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) GUARDRAIL POST PER PLAN (R) 2X PT HANDRAIL PARALLEL TO JOISTS PERPENDICULAR TO JOISTS 3 1 / 2 " (R) 2X10 X 2'-0" BLKG W/ (15)-16d STAG. PLACE BLK OPPOSITE SIDE OF DTT2Z (R) JOIST PER PLAN (R) SIMPSON DTT2Z (R) FLOOR SHEATHING PER PLAN (R) 2X PT HANDRAIL (R) GUARDRAIL POST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) JOIST PER PLAN (R) LU210 3' - 6 " M I N NOTES: 1. SEE DETAIL 5/S2.1 FOR GUARDRAIL INFILL (R) 2X (R) 2X 3' - 6 " M I N GUARDRAIL POST PER PLAN, TYP (R) 2X2 BALUSTERS TO MATCH EXISTING. MAX SPACING = 5-1/2" OC (R) BEAM PER PLAN (E) BEAM PER PLAN (R) TOP RAIL (R) 8d, TYP 3' - 6 " M I N NOTES: 1. SEE DETAIL 4/S2.1 FOR ADDITIONAL INFORMATION PROVIDE MIN. 1/4" GAP BTWN TOP RAILS GAP UNIT Q-204UNIT Q-203 3 S2.1 2 S2.1 5' - 0 " ± 4 1 2 3 5 6 6 7 1 A3.1 1 A3.1 4 S2.1 3 8TYP 4' - 0 " ± 8'-0" ±5'-3" ± TO FACE OF (E) WALL TYP SIX TREADS @ 11" = 5'-6" 6'-7" ± DE G E N K O L B E N G I N E E R S ww w . d e g e n k o l b . c o m 60 0 U n i v e r s i t y S t r e e t , S u i t e 1 0 0 1 20 6 . 2 6 2 . 9 2 4 0 P H O N E Se a t t l e , W A 9 8 1 0 1 DATE DRAWN JOB NO SHEET RE V I S I O N S : Pr o j e c t Sh e e t T i t l e Fi l e P a t h : GR A M M E R C Y A P A R T M E N T S - B U I L D I N G Q 17 4 2 5 1 2 0 T H L N S E RE N T O N , W A 9 8 0 5 8 Au t o d e s k D o c s : / / C 4 B 5 1 1 0 0 . 0 0 - G r a m m e r c y A p t s , R o t R e p a i r , 1 7 4 2 5 1 2 0 t h L n S E / G R A M M E R C Y B U I L D I N G Q . r v t C4B51100.00 S2.1 PA R T I A L 2 N D A N D 3 R D F L O O R F R A M I N G P L A N S KBM/MS 1/10/2024 Da t e De s c r i p t i o n 3/4" = 1'-0" 2 DECK STAIR STRINGER & TREAD 3/4" = 1'-0" 3 DECK STAIR @ LANDING 3/4" = 1'-0" 4 DECK HANDRAIL CONNECTION 3/4" = 1'-0" 5 GUARDRAIL 1/2" = 1'-0" 1 PARTIAL 2ND AND 3RD FLOOR FRAMING PLAN 9 = (N) PT 2X10 BLOCKING 01/09/2025 9 GR A M M E R C Y 1 - B U I L D I N G S Q B2 5 0 0 0 3 0 8 RECEIVED 01/21/2025 striplett BUILDING DIVISION 11 8 1 3 S E 1 7 1 s t L n REVIEWED By: Alan Findlay, P.E. Date: 02/11/2025 BUILDING Q KEYPLAN S2.1 1 PLAN LEGEND = (E) WOOD STUD WALL, 2X4 STUDS @ 16" OC TYP, UON = (R) BEAM, OR (R) HDR BLW KEY NOTES 1 2 3 = (E) BEAM, OR (E) HDR BLW = (E) 2X10 = (E) CANTILEVERED FLOOR JOIST = (E) 4X12 BEAM = (R) 2X10 PT @ 16" OC STAIR JOIST = (R) 4X12 PT BEAM = (R) 4X12 PT STAIR STRINGER = (R) 2X12 PT LEDGER = (R) 4X4 PT GUARDRAIL POST 4 5 6 7 8 = (R) FLOOR SHEATHING PER 9/S0.2 (R) STAIR TREADS PER 4/S2.1 (R) STAIR STRINGER PER PLAN (R) LEDGER PER PLAN (E) JOIST PER PLAN (E) FLOOR SHEATHING (R) HUC48. NOTCH BEAM OR PROVIDE SLOPED HANGER (R) (3)-16d @ 9" OC MIN (13) TOTAL SEE PLAN 7 R I S E R S @ 7 " = 4 ' - 1 " ± (R) A35 (E) BEAM PER PLAN (R) A34 (R) 2X TOE KICK (R) TA9 (R) FLOOR SHEATHING PER PLAN (R) 2x12 TREAD TO MATCH (E) (R) STAIR STRINGER PER PLAN 4" M A X (R) JOIST PER PLAN (R) 4X BLKG BELOW A34 (R) 2X BLKG W/ A34 TO BEAM (R) H2.5A @ 32" OC (R) BN SE E 2 / S 2 . 1 3 1 / 2 " (R) 4X BLKG, TYP (R) SIMPSON DTT2Z (R) JOIST PER PLAN (R) FLOOR SHEATHING PER PLAN (R) JOIST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) GUARDRAIL POST PER PLAN (R) 2X PT HANDRAIL PARALLEL TO JOISTS PERPENDICULAR TO JOISTS 3 1 / 2 " (R) 2X10 X 2'-0" BLKG W/ (15)-16d STAG. PLACE BLK OPPOSITE SIDE OF DTT2Z (R) JOIST PER PLAN (R) SIMPSON DTT2Z (R) FLOOR SHEATHING PER PLAN (R) 2X PT HANDRAIL (R) GUARDRAIL POST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) JOIST PER PLAN (R) LU210 3' - 6 " M I N NOTES: 1. SEE DETAIL 5/S2.1 FOR GUARDRAIL INFILL (R) 2X (R) 2X 3' - 6 " M I N GUARDRAIL POST PER PLAN, TYP (R) 2X2 BALUSTERS TO MATCH EXISTING. MAX SPACING = 5-1/2" OC (R) BEAM PER PLAN (E) BEAM PER PLAN (R) TOP RAIL (R) 8d, TYP 3' - 6 " M I N NOTES: 1. SEE DETAIL 4/S2.1 FOR ADDITIONAL INFORMATION PROVIDE MIN. 1/4" GAP BTWN TOP RAILS GAP UNIT Q-204UNIT Q-203 3 S2.1 2 S2.1 5' - 0 " ± 4 1 2 3 5 6 6 7 1 A3.1 1 A3.1 4 S2.1 3 8TYP 4' - 0 " ± 8'-0" ±5'-3" ± TO FACE OF (E) WALL TYP SIX TREADS @ 11" = 5'-6" 6'-7" ± DE G E N K O L B E N G I N E E R S ww w . d e g e n k o l b . c o m 60 0 U n i v e r s i t y S t r e e t , S u i t e 1 0 0 1 20 6 . 2 6 2 . 9 2 4 0 P H O N E Se a t t l e , W A 9 8 1 0 1 DATE DRAWN JOB NO SHEET RE V I S I O N S : Pr o j e c t Sh e e t T i t l e Fi l e P a t h : GR A M M E R C Y A P A R T M E N T S - B U I L D I N G Q 17 4 2 5 1 2 0 T H L N S E RE N T O N , W A 9 8 0 5 8 Au t o d e s k D o c s : / / C 4 B 5 1 1 0 0 . 0 0 - G r a m m e r c y A p t s , R o t R e p a i r , 1 7 4 2 5 1 2 0 t h L n S E / G R A M M E R C Y B U I L D I N G Q . r v t C4B51100.00 S2.1 PA R T I A L 2 N D A N D 3 R D F L O O R F R A M I N G P L A N S KBM/MS 1/10/2024 Da t e De s c r i p t i o n 3/4" = 1'-0" 2 DECK STAIR STRINGER & TREAD 3/4" = 1'-0" 3 DECK STAIR @ LANDING 3/4" = 1'-0" 4 DECK HANDRAIL CONNECTION 3/4" = 1'-0" 5 GUARDRAIL 1/2" = 1'-0" 1 PARTIAL 2ND AND 3RD FLOOR FRAMING PLAN 9 = (N) PT 2X10 BLOCKING 01/09/2025 9 GR A M M E R C Y 1 - B U I L D I N G S Q B2 5 0 0 0 3 0 8 RECEIVED 01/21/2025 striplett BUILDING DIVISION 11 8 1 3 S E 1 7 1 s t L n REVIEWED By: Alan Findlay, P.E. Date: 02/11/2025 BUILDING Q KEYPLAN S2.1 1 PLAN LEGEND = (E) WOOD STUD WALL, 2X4 STUDS @ 16" OC TYP, UON = (R) BEAM, OR (R) HDR BLW KEY NOTES 1 2 3 = (E) BEAM, OR (E) HDR BLW = (E) 2X10 = (E) CANTILEVERED FLOOR JOIST = (E) 4X12 BEAM = (R) 2X10 PT @ 16" OC STAIR JOIST = (R) 4X12 PT BEAM = (R) 4X12 PT STAIR STRINGER = (R) 2X12 PT LEDGER = (R) 4X4 PT GUARDRAIL POST 4 5 6 7 8 = (R) FLOOR SHEATHING PER 9/S0.2 (R) STAIR TREADS PER 4/S2.1 (R) STAIR STRINGER PER PLAN (R) LEDGER PER PLAN (E) JOIST PER PLAN (E) FLOOR SHEATHING (R) HUC48. NOTCH BEAM OR PROVIDE SLOPED HANGER (R) (3)-16d @ 9" OC MIN (13) TOTAL SEE PLAN 7 R I S E R S @ 7 " = 4 ' - 1 " ± (R) A35 (E) BEAM PER PLAN (R) A34 (R) 2X TOE KICK (R) TA9 (R) FLOOR SHEATHING PER PLAN (R) 2x12 TREAD TO MATCH (E) (R) STAIR STRINGER PER PLAN 4" M A X (R) JOIST PER PLAN (R) 4X BLKG BELOW A34 (R) 2X BLKG W/ A34 TO BEAM (R) H2.5A @ 32" OC (R) BN SE E 2 / S 2 . 1 3 1 / 2 " (R) 4X BLKG, TYP (R) SIMPSON DTT2Z (R) JOIST PER PLAN (R) FLOOR SHEATHING PER PLAN (R) JOIST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) GUARDRAIL POST PER PLAN (R) 2X PT HANDRAIL PARALLEL TO JOISTS PERPENDICULAR TO JOISTS 3 1 / 2 " (R) 2X10 X 2'-0" BLKG W/ (15)-16d STAG. PLACE BLK OPPOSITE SIDE OF DTT2Z (R) JOIST PER PLAN (R) SIMPSON DTT2Z (R) FLOOR SHEATHING PER PLAN (R) 2X PT HANDRAIL (R) GUARDRAIL POST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) JOIST PER PLAN (R) LU210 3' - 6 " M I N NOTES: 1. SEE DETAIL 5/S2.1 FOR GUARDRAIL INFILL (R) 2X (R) 2X 3' - 6 " M I N GUARDRAIL POST PER PLAN, TYP (R) 2X2 BALUSTERS TO MATCH EXISTING. MAX SPACING = 5-1/2" OC (R) BEAM PER PLAN (E) BEAM PER PLAN (R) TOP RAIL (R) 8d, TYP 3' - 6 " M I N NOTES: 1. SEE DETAIL 4/S2.1 FOR ADDITIONAL INFORMATION PROVIDE MIN. 1/4" GAP BTWN TOP RAILS GAP UNIT Q-204UNIT Q-203 3 S2.1 2 S2.1 5' - 0 " ± 4 1 2 3 5 6 6 7 1 A3.1 1 A3.1 4 S2.1 3 8TYP 4' - 0 " ± 8'-0" ±5'-3" ± TO FACE OF (E) WALL TYP SIX TREADS @ 11" = 5'-6" 6'-7" ± DE G E N K O L B E N G I N E E R S ww w . d e g e n k o l b . c o m 60 0 U n i v e r s i t y S t r e e t , S u i t e 1 0 0 1 20 6 . 2 6 2 . 9 2 4 0 P H O N E Se a t t l e , W A 9 8 1 0 1 DATE DRAWN JOB NO SHEET RE V I S I O N S : Pr o j e c t Sh e e t T i t l e Fi l e P a t h : GR A M M E R C Y A P A R T M E N T S - B U I L D I N G Q 17 4 2 5 1 2 0 T H L N S E RE N T O N , W A 9 8 0 5 8 Au t o d e s k D o c s : / / C 4 B 5 1 1 0 0 . 0 0 - G r a m m e r c y A p t s , R o t R e p a i r , 1 7 4 2 5 1 2 0 t h L n S E / G R A M M E R C Y B U I L D I N G Q . r v t C4B51100.00 S2.1 PA R T I A L 2 N D A N D 3 R D F L O O R F R A M I N G P L A N S KBM/MS 1/10/2024 Da t e De s c r i p t i o n 3/4" = 1'-0" 2 DECK STAIR STRINGER & TREAD 3/4" = 1'-0" 3 DECK STAIR @ LANDING 3/4" = 1'-0" 4 DECK HANDRAIL CONNECTION 3/4" = 1'-0" 5 GUARDRAIL 1/2" = 1'-0" 1 PARTIAL 2ND AND 3RD FLOOR FRAMING PLAN 9 = (N) PT 2X10 BLOCKING 01/09/2025 9 GR A M M E R C Y 1 - B U I L D I N G S Q B2 5 0 0 0 3 0 8 RECEIVED 01/21/2025 striplett BUILDING DIVISION 11 8 1 3 S E 1 7 1 s t L n REVIEWED By: Alan Findlay, P.E. Date: 02/11/2025 10d @ 3" O.C. 10d @ 3" O.C. HUC48 EA. END 3 MA X . MA X . BUILDING Q KEYPLAN S2.1 1 PLAN LEGEND = (E) WOOD STUD WALL, 2X4 STUDS @ 16" OC TYP, UON = (R) BEAM, OR (R) HDR BLW KEY NOTES 1 2 3 = (E) BEAM, OR (E) HDR BLW = (E) 2X10 = (E) CANTILEVERED FLOOR JOIST = (E) 4X12 BEAM = (R) 2X10 PT @ 16" OC STAIR JOIST = (R) 4X12 PT BEAM = (R) 4X12 PT STAIR STRINGER = (R) 2X12 PT LEDGER = (R) 4X4 PT GUARDRAIL POST 4 5 6 7 8 = (R) FLOOR SHEATHING PER 9/S0.2 (R) STAIR TREADS PER 4/S2.1 (R) STAIR STRINGER PER PLAN (R) LEDGER PER PLAN (E) JOIST PER PLAN (E) FLOOR SHEATHING (R) HUC48. NOTCH BEAM OR PROVIDE SLOPED HANGER (R) (3)-16d @ 9" OC MIN (13) TOTAL SEE PLAN 7 R I S E R S @ 7 " = 4 ' - 1 " ± (R) A35 (E) BEAM PER PLAN (R) A34 (R) 2X TOE KICK (R) TA9 (R) FLOOR SHEATHING PER PLAN (R) 2x12 TREAD TO MATCH (E) (R) STAIR STRINGER PER PLAN 4" M A X (R) JOIST PER PLAN (R) 4X BLKG BELOW A34 (R) 2X BLKG W/ A34 TO BEAM (R) H2.5A @ 32" OC (R) BN SE E 2 / S 2 . 1 3 1 / 2 " (R) 4X BLKG, TYP (R) SIMPSON DTT2Z (R) JOIST PER PLAN (R) FLOOR SHEATHING PER PLAN (R) JOIST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) GUARDRAIL POST PER PLAN (R) 2X PT HANDRAIL PARALLEL TO JOISTS PERPENDICULAR TO JOISTS 3 1 / 2 " (R) 2X10 X 2'-0" BLKG W/ (15)-16d STAG. PLACE BLK OPPOSITE SIDE OF DTT2Z (R) JOIST PER PLAN (R) SIMPSON DTT2Z (R) FLOOR SHEATHING PER PLAN (R) 2X PT HANDRAIL (R) GUARDRAIL POST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) JOIST PER PLAN (R) LU210 3'- 6 " M I N NOTES: 1. SEE DETAIL 5/S2.1 FOR GUARDRAIL INFILL (R) 2X (R) 2X 3' - 6 " M I N GUARDRAIL POST PER PLAN, TYP (R) 2X2 BALUSTERS TO MATCH EXISTING. MAX SPACING = 5-1/2" OC (R) BEAM PER PLAN (E) BEAM PER PLAN (R) TOP RAIL (R) 8d, TYP 3' - 6 " M I N NOTES: 1. SEE DETAIL 4/S2.1 FOR ADDITIONAL INFORMATION PROVIDE MIN. 1/4" GAP BTWN TOP RAILS GAP UNIT Q-204 UNIT Q-203 3 S2.1 2 S2.1 5' - 0 " ± 4 1 2 3 5 6 6 7 1 A3.1 1 A3.1 4 S2.1 3 8 TYP 4' - 0 " ± 8'-0" ±5'-3" ± TO FACE OF (E) WALL TYP SIX TREADS @ 11" = 5'-6" 6'-7" ± DE G E N K O L B E N G I N E E R S ww w . d e g e n k o l b . c o m 60 0 U n i v e r s i t y S t r e e t , S u i t e 1 0 0 1 20 6 . 2 6 2 . 9 2 4 0 P H O N E Se a t t l e , W A 9 8 1 0 1 DATE DRAWN JOB NO SHEET RE V I S I O N S : Pr o j e c t Sh e e t T i t l e Fi l e P a t h : GR A M M E R C Y A P A R T M E N T S - B U I L D I N G Q 17 4 2 5 1 2 0 T H L N S E RE N T O N , W A 9 8 0 5 8 Au t o d e s k D o c s : / / C 4 B 5 1 1 0 0 . 0 0 - G r a m m e r c y A p t s , R o t R e p a i r , 1 7 4 2 5 1 2 0 t h L n S E / G R A M M E R C Y B U I L D I N G Q . r v t C4B51100.00 S2.1 PA R T I A L 2 N D A N D 3 R D F L O O R F R A M I N G P L A N S KBM/MS 1/10/2024 Da t e De s c r i p t i o n 3/4" = 1'-0"2DECK STAIR STRINGER & TREAD 3/4" = 1'-0"3DECK STAIR @ LANDING 3/4" = 1'-0"4DECK HANDRAIL CONNECTION 3/4" = 1'-0"5GUARDRAIL 1/2" = 1'-0"1PARTIAL 2ND AND 3RD FLOOR FRAMING PLAN 9= (N) PT 2X10 BLOCKING 01/09/2025 9 GR A M M E R C Y 1 - B U I L D I N G S QB2 5 0 0 0 3 0 8 RECEIVED01/21/2025 striplett BUILDING DIVISION 11 8 1 3 S E 1 7 1 s t L n REVIEWEDBy: Alan Findlay, P.E. Date: 02/11/2025 3 S2.1 (2 x 12 ASSUMED) (FIELD VERIFY) 4 X 10(EX) CONC. STAIR TREAD TO REMAIN BUILDING Q KEYPLAN S2.1 1 PLAN LEGEND = (E) WOOD STUD WALL, 2X4 STUDS @ 16" OC TYP, UON = (R) BEAM, OR (R) HDR BLW KEY NOTES 1 2 3 = (E) BEAM, OR (E) HDR BLW = (E) 2X10 = (E) CANTILEVERED FLOOR JOIST = (E) 4X12 BEAM = (R) 2X10 PT @ 16" OC STAIR JOIST = (R) 4X12 PT BEAM = (R) 4X12 PT STAIR STRINGER = (R) 2X12 PT LEDGER = (R) 4X4 PT GUARDRAIL POST 4 5 6 7 8 = (R) FLOOR SHEATHING PER 9/S0.2 (R) STAIR TREADS PER 4/S2.1 (R) STAIR STRINGER PER PLAN (R) LEDGER PER PLAN (E) JOIST PER PLAN (E) FLOOR SHEATHING (R) HUC48. NOTCH BEAM OR PROVIDE SLOPED HANGER (R) (3)-16d @ 9" OC MIN (13) TOTAL SEE PLAN 7 R I S E R S @ 7 " = 4 ' - 1 " ± (R) A35 (E) BEAM PER PLAN (R) A34 (R) 2X TOE KICK (R) TA9 (R) FLOOR SHEATHING PER PLAN (R) 2x12 TREAD TO MATCH (E) (R) STAIR STRINGER PER PLAN 4" M A X (R) JOIST PER PLAN (R) 4X BLKG BELOW A34 (R) 2X BLKG W/ A34 TO BEAM (R) H2.5A @ 32" OC (R) BN SE E 2 / S 2 . 1 3 1 / 2 " (R) 4X BLKG, TYP (R) SIMPSON DTT2Z (R) JOIST PER PLAN (R) FLOOR SHEATHING PER PLAN (R) JOIST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) GUARDRAIL POST PER PLAN (R) 2X PT HANDRAIL PARALLEL TO JOISTS PERPENDICULAR TO JOISTS 3 1 / 2 " (R) 2X10 X 2'-0" BLKG W/ (15)-16d STAG. PLACE BLK OPPOSITE SIDE OF DTT2Z (R) JOIST PER PLAN (R) SIMPSON DTT2Z (R) FLOOR SHEATHING PER PLAN (R) 2X PT HANDRAIL (R) GUARDRAIL POST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) JOIST PER PLAN (R) LU210 3'- 6 " M I N NOTES: 1. SEE DETAIL 5/S2.1 FOR GUARDRAIL INFILL (R) 2X (R) 2X 3' - 6 " M I N GUARDRAIL POST PER PLAN, TYP (R) 2X2 BALUSTERS TO MATCH EXISTING. MAX SPACING = 5-1/2" OC (R) BEAM PER PLAN (E) BEAM PER PLAN (R) TOP RAIL (R) 8d, TYP 3' - 6 " M I N NOTES: 1. SEE DETAIL 4/S2.1 FOR ADDITIONAL INFORMATION PROVIDE MIN. 1/4" GAP BTWN TOP RAILS GAP UNIT Q-204UNIT Q-203 3 S2.1 2 S2.1 5' - 0 " ± 4 1 2 3 5 6 6 7 1 A3.1 1 A3.1 4 S2.1 3 8TYP 4' - 0 " ± 8'-0" ±5'-3" ± TO FACE OF (E) WALL TYP SIX TREADS @ 11" = 5'-6" 6'-7" ± DE G E N K O L B E N G I N E E R S ww w . d e g e n k o l b . c o m 60 0 U n i v e r s i t y S t r e e t , S u i t e 1 0 0 1 20 6 . 2 6 2 . 9 2 4 0 P H O N E Se a t t l e , W A 9 8 1 0 1 DATE DRAWN JOB NO SHEET RE V I S I O N S : Pr o j e c t Sh e e t T i t l e Fi l e P a t h : GR A M M E R C Y A P A R T M E N T S - B U I L D I N G Q 17 4 2 5 1 2 0 T H L N S E RE N T O N , W A 9 8 0 5 8 Au t o d e s k D o c s : / / C 4 B 5 1 1 0 0 . 0 0 - G r a m m e r c y A p t s , R o t R e p a i r , 1 7 4 2 5 1 2 0 t h L n S E / G R A M M E R C Y B U I L D I N G Q . r v t C4B51100.00 S2.1 PA R T I A L 2 N D A N D 3 R D F L O O R F R A M I N G P L A N S KBM/MS 1/10/2024 Da t e De s c r i p t i o n 3/4" = 1'-0" 2 DECK STAIR STRINGER & TREAD 3/4" = 1'-0" 3 DECK STAIR @ LANDING 3/4" = 1'-0" 4 DECK HANDRAIL CONNECTION 3/4" = 1'-0" 5 GUARDRAIL 1/2" = 1'-0" 1 PARTIAL 2ND AND 3RD FLOOR FRAMING PLAN 9 = (N) PT 2X10 BLOCKING 01/09/2025 9 GR A M M E R C Y 1 - B U I L D I N G S Q B2 5 0 0 0 3 0 8 RECEIVED 01/21/2025 striplett BUILDING DIVISION 11 8 1 3 S E 1 7 1 s t L n REVIEWED By: Alan Findlay, P.E. Date: 02/11/2025 BUILDING Q KEYPLAN S2.1 1 PLAN LEGEND = (E) WOOD STUD WALL, 2X4 STUDS @ 16" OC TYP, UON = (R) BEAM, OR (R) HDR BLW KEY NOTES 1 2 3 = (E) BEAM, OR (E) HDR BLW = (E) 2X10 = (E) CANTILEVERED FLOOR JOIST = (E) 4X12 BEAM = (R) 2X10 PT @ 16" OC STAIR JOIST = (R) 4X12 PT BEAM = (R) 4X12 PT STAIR STRINGER = (R) 2X12 PT LEDGER = (R) 4X4 PT GUARDRAIL POST 4 5 6 7 8 = (R) FLOOR SHEATHING PER 9/S0.2 (R) STAIR TREADS PER 4/S2.1 (R) STAIR STRINGER PER PLAN (R) LEDGER PER PLAN (E) JOIST PER PLAN (E) FLOOR SHEATHING (R) HUC48. NOTCH BEAM OR PROVIDE SLOPED HANGER (R) (3)-16d @ 9" OC MIN (13) TOTAL SEE PLAN 7 R I S E R S @ 7 " = 4 ' - 1 " ± (R) A35 (E) BEAM PER PLAN (R) A34 (R) 2X TOE KICK (R) TA9 (R) FLOOR SHEATHING PER PLAN (R) 2x12 TREAD TO MATCH (E) (R) STAIR STRINGER PER PLAN 4" M A X (R) JOIST PER PLAN (R) 4X BLKG BELOW A34 (R) 2X BLKG W/ A34 TO BEAM (R) H2.5A @ 32" OC (R) BN SE E 2 / S 2 . 1 3 1 / 2 " (R) 4X BLKG, TYP (R) SIMPSON DTT2Z (R) JOIST PER PLAN (R) FLOOR SHEATHING PER PLAN (R) JOIST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) GUARDRAIL POST PER PLAN (R) 2X PT HANDRAIL PARALLEL TO JOISTS PERPENDICULAR TO JOISTS 3 1 / 2 " (R) 2X10 X 2'-0" BLKG W/ (15)-16d STAG. PLACE BLK OPPOSITE SIDE OF DTT2Z (R) JOIST PER PLAN (R) SIMPSON DTT2Z (R) FLOOR SHEATHING PER PLAN (R) 2X PT HANDRAIL (R) GUARDRAIL POST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) JOIST PER PLAN (R) LU210 3' - 6 " M I N NOTES: 1. SEE DETAIL 5/S2.1 FOR GUARDRAIL INFILL (R) 2X (R) 2X 3' - 6 " M I N GUARDRAIL POST PER PLAN, TYP (R) 2X2 BALUSTERS TO MATCH EXISTING. MAX SPACING = 5-1/2" OC (R) BEAM PER PLAN (E) BEAM PER PLAN (R) TOP RAIL (R) 8d, TYP 3' - 6 " M I N NOTES: 1. SEE DETAIL 4/S2.1 FOR ADDITIONAL INFORMATION PROVIDE MIN. 1/4" GAP BTWN TOP RAILS GAP UNIT Q-204UNIT Q-203 3 S2.1 2 S2.1 5'- 0 " ± 4 1 2 3 5 6 6 7 1 A3.1 1 A3.1 4 S2.1 3 8TYP 4'- 0 " ± 8'-0" ±5'-3" ± TO FACE OF (E) WALL TYP SIX TREADS @ 11" = 5'-6" 6'-7" ± DE G E N K O L B E N G I N E E R S ww w . d e g e n k o l b . c o m 60 0 U n i v e r s i t y S t r e e t , S u i t e 1 0 0 1 20 6 . 2 6 2 . 9 2 4 0 P H O N E Se a t t l e , W A 9 8 1 0 1 DATE DRAWN JOB NO SHEET RE V I S I O N S : Pr o j e c t Sh e e t T i t l e Fi l e P a t h : GR A M M E R C Y A P A R T M E N T S - B U I L D I N G Q 17 4 2 5 1 2 0 T H L N S E RE N T O N , W A 9 8 0 5 8 Au t o d e s k D o c s : / / C 4 B 5 1 1 0 0 . 0 0 - G r a m m e r c y A p t s , R o t R e p a i r , 1 7 4 2 5 1 2 0 t h L n S E / G R A M M E R C Y B U I L D I N G Q . r v t C4B51100.00 S2.1 PA R T I A L 2 N D A N D 3 R D F L O O R F R A M I N G P L A N S KBM/MS 1/10/2024 Da t e De s c r i p t i o n 3/4" = 1'-0" 2 DECK STAIR STRINGER & TREAD 3/4" = 1'-0" 3 DECK STAIR @ LANDING 3/4" = 1'-0" 4 DECK HANDRAIL CONNECTION 3/4" = 1'-0" 5 GUARDRAIL 1/2" = 1'-0" 1 PARTIAL 2ND AND 3RD FLOOR FRAMING PLAN 9 = (N) PT 2X10 BLOCKING 01/09/2025 9 GR A M M E R C Y 1 - B U I L D I N G S Q B2 5 0 0 0 3 0 8 RECEIVED 01/21/2025 striplett BUILDING DIVISION 11 8 1 3 S E 1 7 1 s t L n REVIEWED By: Alan Findlay, P.E. Date: 02/11/2025 BUILDING Q KEYPLAN S2.1 1 PLAN LEGEND = (E) WOOD STUD WALL, 2X4 STUDS @ 16" OC TYP, UON = (R) BEAM, OR (R) HDR BLW KEY NOTES 1 2 3 = (E) BEAM, OR (E) HDR BLW = (E) 2X10 = (E) CANTILEVERED FLOOR JOIST = (E) 4X12 BEAM = (R) 2X10 PT @ 16" OC STAIR JOIST = (R) 4X12 PT BEAM = (R) 4X12 PT STAIR STRINGER = (R) 2X12 PT LEDGER = (R) 4X4 PT GUARDRAIL POST 4 5 6 7 8 = (R) FLOOR SHEATHING PER 9/S0.2 (R) STAIR TREADS PER 4/S2.1 (R) STAIR STRINGER PER PLAN (R) LEDGER PER PLAN (E) JOIST PER PLAN (E) FLOOR SHEATHING (R) HUC48. NOTCH BEAM OR PROVIDE SLOPED HANGER (R) (3)-16d @ 9" OC MIN (13) TOTAL SEE PLAN 7 R I S E R S @ 7 " = 4 ' - 1 " ± (R) A35 (E) BEAM PER PLAN (R) A34 (R) 2X TOE KICK (R) TA9 (R) FLOOR SHEATHING PER PLAN (R) 2x12 TREAD TO MATCH (E) (R) STAIR STRINGER PER PLAN 4" M A X (R) JOIST PER PLAN (R) 4X BLKG BELOW A34 (R) 2X BLKG W/ A34 TO BEAM (R) H2.5A @ 32" OC (R) BN SE E 2 / S 2 . 1 3 1 / 2 " (R) 4X BLKG, TYP (R) SIMPSON DTT2Z (R) JOIST PER PLAN (R) FLOOR SHEATHING PER PLAN (R) JOIST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) GUARDRAIL POST PER PLAN (R) 2X PT HANDRAIL PARALLEL TO JOISTS PERPENDICULAR TO JOISTS 3 1 / 2 " (R) 2X10 X 2'-0" BLKG W/ (15)-16d STAG. PLACE BLK OPPOSITE SIDE OF DTT2Z (R) JOIST PER PLAN (R) SIMPSON DTT2Z (R) FLOOR SHEATHING PER PLAN (R) 2X PT HANDRAIL (R) GUARDRAIL POST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) JOIST PER PLAN (R) LU210 3' - 6 " M I N NOTES: 1. SEE DETAIL 5/S2.1 FOR GUARDRAIL INFILL (R) 2X (R) 2X 3'- 6 " M I N GUARDRAIL POST PER PLAN, TYP (R) 2X2 BALUSTERS TO MATCH EXISTING. MAX SPACING = 5-1/2" OC (R) BEAM PER PLAN (E) BEAM PER PLAN (R) TOP RAIL (R) 8d, TYP 3' - 6 " M I N NOTES: 1. SEE DETAIL 4/S2.1 FOR ADDITIONAL INFORMATION PROVIDE MIN. 1/4" GAP BTWN TOP RAILS GAP UNIT Q-204 UNIT Q-203 3 S2.1 2 S2.1 5' - 0 " ± 4 1 2 3 5 6 6 7 1 A3.1 1 A3.1 4 S2.1 3 8 TYP 4' - 0 " ± 8'-0" ±5'-3" ± TO FACE OF (E) WALL TYP SIX TREADS @ 11" = 5'-6" 6'-7" ± DE G E N K O L B E N G I N E E R S ww w . d e g e n k o l b . c o m 60 0 U n i v e r s i t y S t r e e t , S u i t e 1 0 0 1 20 6 . 2 6 2 . 9 2 4 0 P H O N E Se a t t l e , W A 9 8 1 0 1 DATE DRAWN JOB NO SHEET RE V I S I O N S : Pr o j e c t Sh e e t T i t l e Fi l e P a t h : GR A M M E R C Y A P A R T M E N T S - B U I L D I N G Q 17 4 2 5 1 2 0 T H L N S E RE N T O N , W A 9 8 0 5 8 Au t o d e s k D o c s : / / C 4 B 5 1 1 0 0 . 0 0 - G r a m m e r c y A p t s , R o t R e p a i r , 1 7 4 2 5 1 2 0 t h L n S E / G R A M M E R C Y B U I L D I N G Q . r v t C4B51100.00 S2.1 PA R T I A L 2 N D A N D 3 R D F L O O R F R A M I N G P L A N S KBM/MS 1/10/2024 Da t e De s c r i p t i o n 3/4" = 1'-0"2DECK STAIR STRINGER & TREAD 3/4" = 1'-0"3DECK STAIR @ LANDING 3/4" = 1'-0"4DECK HANDRAIL CONNECTION 3/4" = 1'-0"5GUARDRAIL 1/2" = 1'-0"1PARTIAL 2ND AND 3RD FLOOR FRAMING PLAN 9= (N) PT 2X10 BLOCKING 01/09/2025 9 GR A M M E R C Y 1 - B U I L D I N G S QB2 5 0 0 0 3 0 8 RECEIVED01/21/2025 striplett BUILDING DIVISION 11 8 1 3 S E 1 7 1 s t L n REVIEWED By: Alan Findlay, P.E. Date: 02/11/2025 BUILDING Q KEYPLAN S2.1 1 PLAN LEGEND = (E) WOOD STUD WALL, 2X4 STUDS @ 16" OC TYP, UON = (R) BEAM, OR (R) HDR BLW KEY NOTES 1 2 3 = (E) BEAM, OR (E) HDR BLW = (E) 2X10 = (E) CANTILEVERED FLOOR JOIST = (E) 4X12 BEAM = (R) 2X10 PT @ 16" OC STAIR JOIST = (R) 4X12 PT BEAM = (R) 4X12 PT STAIR STRINGER = (R) 2X12 PT LEDGER = (R) 4X4 PT GUARDRAIL POST 4 5 6 7 8 = (R) FLOOR SHEATHING PER 9/S0.2 (R) STAIR TREADS PER 4/S2.1 (R) STAIR STRINGER PER PLAN (R) LEDGER PER PLAN (E) JOIST PER PLAN (E) FLOOR SHEATHING (R) HUC48. NOTCH BEAM OR PROVIDE SLOPED HANGER (R) (3)-16d @ 9" OC MIN (13) TOTAL SEE PLAN 7 R I S E R S @ 7 " = 4 ' - 1 " ± (R) A35 (E) BEAM PER PLAN (R) A34 (R) 2X TOE KICK (R) TA9 (R) FLOOR SHEATHING PER PLAN (R) 2x12 TREAD TO MATCH (E) (R) STAIR STRINGER PER PLAN 4" M A X (R) JOIST PER PLAN (R) 4X BLKG BELOW A34 (R) 2X BLKG W/ A34 TO BEAM (R) H2.5A @ 32" OC (R) BN SE E 2 / S 2 . 1 3 1 / 2 " (R) 4X BLKG, TYP (R) SIMPSON DTT2Z (R) JOIST PER PLAN (R) FLOOR SHEATHING PER PLAN (R) JOIST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) GUARDRAIL POST PER PLAN (R) 2X PT HANDRAIL PARALLEL TO JOISTS PERPENDICULAR TO JOISTS 3 1 / 2 " (R) 2X10 X 2'-0" BLKG W/ (15)-16d STAG. PLACE BLK OPPOSITE SIDE OF DTT2Z (R) JOIST PER PLAN (R) SIMPSON DTT2Z (R) FLOOR SHEATHING PER PLAN (R) 2X PT HANDRAIL (R) GUARDRAIL POST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) JOIST PER PLAN (R) LU210 3' - 6 " M I N NOTES: 1. SEE DETAIL 5/S2.1 FOR GUARDRAIL INFILL (R) 2X (R) 2X 3' - 6 " M I N GUARDRAIL POST PER PLAN, TYP (R) 2X2 BALUSTERS TO MATCH EXISTING. MAX SPACING = 5-1/2" OC (R) BEAM PER PLAN (E) BEAM PER PLAN (R) TOP RAIL (R) 8d, TYP 3'- 6 " M I N NOTES: 1. SEE DETAIL 4/S2.1 FOR ADDITIONAL INFORMATION PROVIDE MIN. 1/4" GAP BTWN TOP RAILS GAP UNIT Q-204 UNIT Q-203 3 S2.1 2 S2.1 5' - 0 " ± 4 1 2 3 5 6 6 7 1 A3.1 1 A3.1 4 S2.1 3 8 TYP 4' - 0 " ± 8'-0" ±5'-3" ± TO FACE OF (E) WALL TYP SIX TREADS @ 11" = 5'-6" 6'-7" ± DE G E N K O L B E N G I N E E R S ww w . d e g e n k o l b . c o m 60 0 U n i v e r s i t y S t r e e t , S u i t e 1 0 0 1 20 6 . 2 6 2 . 9 2 4 0 P H O N E Se a t t l e , W A 9 8 1 0 1 DATE DRAWN JOB NO SHEET RE V I S I O N S : Pr o j e c t Sh e e t T i t l e Fi l e P a t h : GR A M M E R C Y A P A R T M E N T S - B U I L D I N G Q 17 4 2 5 1 2 0 T H L N S E RE N T O N , W A 9 8 0 5 8 Au t o d e s k D o c s : / / C 4 B 5 1 1 0 0 . 0 0 - G r a m m e r c y A p t s , R o t R e p a i r , 1 7 4 2 5 1 2 0 t h L n S E / G R A M M E R C Y B U I L D I N G Q . r v t C4B51100.00 S2.1 PA R T I A L 2 N D A N D 3 R D F L O O R F R A M I N G P L A N S KBM/MS 1/10/2024 Da t e De s c r i p t i o n 3/4" = 1'-0"2DECK STAIR STRINGER & TREAD 3/4" = 1'-0"3DECK STAIR @ LANDING 3/4" = 1'-0"4DECK HANDRAIL CONNECTION 3/4" = 1'-0"5GUARDRAIL 1/2" = 1'-0"1PARTIAL 2ND AND 3RD FLOOR FRAMING PLAN 9= (N) PT 2X10 BLOCKING 01/09/2025 9 GR A M M E R C Y 1 - B U I L D I N G S QB2 5 0 0 0 3 0 8 RECEIVED01/21/2025 striplett BUILDING DIVISION 11 8 1 3 S E 1 7 1 s t L n REVIEWED By: Alan Findlay, P.E. Date: 02/11/2025 S1.0 BUILDING Q KEYPLAN S2.1 1 PLAN LEGEND = (E) WOOD STUD WALL, 2X4 STUDS @ 16" OC TYP, UON = (R) BEAM, OR (R) HDR BLW KEY NOTES 1 2 3 = (E) BEAM, OR (E) HDR BLW = (E) 2X10 = (E) CANTILEVERED FLOOR JOIST = (E) 4X12 BEAM = (R) 2X10 PT @ 16" OC STAIR JOIST = (R) 4X12 PT BEAM = (R) 4X12 PT STAIR STRINGER = (R) 2X12 PT LEDGER = (R) 4X4 PT GUARDRAIL POST 4 5 6 7 8 = (R) FLOOR SHEATHING PER 9/S0.2 (R) STAIR TREADS PER 4/S2.1 (R) STAIR STRINGER PER PLAN (R) LEDGER PER PLAN (E) JOIST PER PLAN (E) FLOOR SHEATHING (R) HUC48. NOTCH BEAM OR PROVIDE SLOPED HANGER (R) (3)-16d @ 9" OC MIN (13) TOTAL SEE PLAN 7 R I S E R S @ 7 " = 4 ' - 1 " ± (R) A35 (E) BEAM PER PLAN (R) A34 (R) 2X TOE KICK (R) TA9 (R) FLOOR SHEATHING PER PLAN (R) 2x12 TREAD TO MATCH (E) (R) STAIR STRINGER PER PLAN 4" M A X (R) JOIST PER PLAN (R) 4X BLKG BELOW A34 (R) 2X BLKG W/ A34 TO BEAM (R) H2.5A @ 32" OC (R) BN SE E 2 / S 2 . 1 3 1 / 2 " (R) 4X BLKG, TYP (R) SIMPSON DTT2Z (R) JOIST PER PLAN (R) FLOOR SHEATHING PER PLAN (R) JOIST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) GUARDRAIL POST PER PLAN (R) 2X PT HANDRAIL PARALLEL TO JOISTS PERPENDICULAR TO JOISTS 3 1 / 2 " (R) 2X10 X 2'-0" BLKG W/ (15)-16d STAG. PLACE BLK OPPOSITE SIDE OF DTT2Z (R) JOIST PER PLAN (R) SIMPSON DTT2Z (R) FLOOR SHEATHING PER PLAN (R) 2X PT HANDRAIL (R) GUARDRAIL POST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) JOIST PER PLAN (R) LU210 3' - 6 " M I N NOTES: 1. SEE DETAIL 5/S2.1 FOR GUARDRAIL INFILL (R) 2X (R) 2X 3' - 6 " M I N GUARDRAIL POST PER PLAN, TYP (R) 2X2 BALUSTERS TO MATCH EXISTING. MAX SPACING = 5-1/2" OC (R) BEAM PER PLAN (E) BEAM PER PLAN (R) TOP RAIL (R) 8d, TYP 3' - 6 " M I N NOTES: 1. SEE DETAIL 4/S2.1 FOR ADDITIONAL INFORMATION PROVIDE MIN. 1/4" GAP BTWN TOP RAILS GAP UNIT Q-204UNIT Q-203 3 S2.1 2 S2.1 5' - 0 " ± 4 1 2 3 5 6 6 7 1 A3.1 1 A3.1 4 S2.1 3 8TYP 4' - 0 " ± 8'-0" ±5'-3" ± TO FACE OF (E) WALL TYP SIX TREADS @ 11" = 5'-6" 6'-7" ± DE G E N K O L B E N G I N E E R S ww w . d e g e n k o l b . c o m 60 0 U n i v e r s i t y S t r e e t , S u i t e 1 0 0 1 20 6 . 2 6 2 . 9 2 4 0 P H O N E Se a t t l e , W A 9 8 1 0 1 DATE DRAWN JOB NO SHEET RE V I S I O N S : Pr o j e c t Sh e e t T i t l e Fi l e P a t h : GR A M M E R C Y A P A R T M E N T S - B U I L D I N G Q 17 4 2 5 1 2 0 T H L N S E RE N T O N , W A 9 8 0 5 8 Au t o d e s k D o c s : / / C 4 B 5 1 1 0 0 . 0 0 - G r a m m e r c y A p t s , R o t R e p a i r , 1 7 4 2 5 1 2 0 t h L n S E / G R A M M E R C Y B U I L D I N G Q . r v t C4B51100.00 S2.1 PA R T I A L 2 N D A N D 3 R D F L O O R F R A M I N G P L A N S KBM/MS 1/10/2024 Da t e De s c r i p t i o n 3/4" = 1'-0" 2 DECK STAIR STRINGER & TREAD 3/4" = 1'-0" 3 DECK STAIR @ LANDING 3/4" = 1'-0" 4 DECK HANDRAIL CONNECTION 3/4" = 1'-0" 5 GUARDRAIL 1/2" = 1'-0" 1 PARTIAL 2ND AND 3RD FLOOR FRAMING PLAN 9 = (N) PT 2X10 BLOCKING 01/09/2025 9 GR A M M E R C Y 1 - B U I L D I N G S Q B2 5 0 0 0 3 0 8 RECEIVED 01/21/2025 striplett BUILDING DIVISION 11 8 1 3 S E 1 7 1 s t L n REVIEWED By: Alan Findlay, P.E. Date: 02/11/2025 BUILDING Q KEYPLAN S2.1 1 PLAN LEGEND= (E) WOOD STUD WALL, 2X4 STUDS @ 16" OC TYP, UON= (R) BEAM, OR (R) HDR BLWKEY NOTES 1 2 3 = (E) BEAM, OR (E) HDR BLW = (E) 2X10 = (E) CANTILEVERED FLOOR JOIST = (E) 4X12 BEAM = (R) 2X10 PT @ 16" OC STAIR JOIST = (R) 4X12 PT BEAM = (R) 4X12 PT STAIR STRINGER = (R) 2X12 PT LEDGER = (R) 4X4 PT GUARDRAIL POST 4 5 6 7 8 = (R) FLOOR SHEATHING PER 9/S0.2(R) STAIR TREADS PER 4/S2.1(R) STAIR STRINGER PER PLAN(R) LEDGER PER PLAN (E) JOIST PER PLAN(E) FLOOR SHEATHING(R) HUC48. NOTCH BEAM OR PROVIDE SLOPED HANGER (R) (3)-16d @ 9" OC MIN (13) TOTAL SEE PLAN 7 R I S E R S @ 7 " = 4 ' - 1 " ± (R) A35 (E) BEAM PER PLAN (R) A34 (R) 2X TOE KICK (R) TA9 (R) FLOOR SHEATHING PER PLAN (R) 2x12 TREAD TO MATCH (E) (R) STAIR STRINGER PER PLAN 4" M A X (R) JOIST PER PLAN (R) 4X BLKG BELOW A34 (R) 2X BLKG W/ A34 TO BEAM (R) H2.5A @ 32" OC (R) BN SE E 2 / S 2 . 1 3 1 / 2 " (R) 4X BLKG, TYP (R) SIMPSON DTT2Z (R) JOIST PER PLAN (R) FLOOR SHEATHING PER PLAN (R) JOIST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) GUARDRAIL POST PER PLAN (R) 2X PT HANDRAIL PARALLEL TO JOISTS PERPENDICULAR TO JOISTS 3 1 / 2 " (R) 2X10 X 2'-0" BLKG W/ (15)-16d STAG. PLACE BLK OPPOSITE SIDE OF DTT2Z (R) JOIST PER PLAN (R) SIMPSON DTT2Z (R) FLOOR SHEATHING PER PLAN (R) 2X PT HANDRAIL (R) GUARDRAIL POST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) JOIST PER PLAN (R) LU210 3' - 6 " M I N NOTES: 1. SEE DETAIL 5/S2.1 FOR GUARDRAIL INFILL (R) 2X (R) 2X 3' - 6 " M I N GUARDRAIL POST PER PLAN, TYP (R) 2X2 BALUSTERS TO MATCH EXISTING. MAX SPACING = 5-1/2" OC (R) BEAM PER PLAN (E) BEAM PER PLAN (R) TOP RAIL (R) 8d, TYP 3' - 6 " M I N NOTES: 1. SEE DETAIL 4/S2.1 FOR ADDITIONAL INFORMATION PROVIDE MIN. 1/4" GAP BTWN TOP RAILS GAP UNIT Q-204UNIT Q-203 3 S2.1 2 S2.1 5' - 0 " ± 4 1 2 3 5 6 6 7 1 A3.1 1 A3.1 4 S2.1 3 8TYP 4' - 0 " ± 8'-0" ±5'-3" ± TO FACE OF (E) WALL TYP SIX TREADS @ 11" = 5'-6" 6'-7" ± DE G E N K O L B E N G I N E E R S ww w . d e g e n k o l b . c o m 60 0 U n i v e r s i t y S t r e e t , S u i t e 1 0 0 1 20 6 . 2 6 2 . 9 2 4 0 P H O N E Se a t t l e , W A 9 8 1 0 1 DATE DRAWN JOB NO SHEET RE V I S I O N S : Pr o j e c t Sh e e t T i t l e Fi l e P a t h : GR A M M E R C Y A P A R T M E N T S - B U I L D I N G Q 17 4 2 5 1 2 0 T H L N S E RE N T O N , W A 9 8 0 5 8 Au t o d e s k D o c s : / / C 4 B 5 1 1 0 0 . 0 0 - G r a m m e r c y A p t s , R o t R e p a i r , 1 7 4 2 5 1 2 0 t h L n S E / G R A M M E R C Y B U I L D I N G Q . r v t C4B51100.00 S2.1 PA R T I A L 2 N D A N D 3 R D F L O O R F R A M I N G P L A N S KBM/MS 1/10/2024 Da t e De s c r i p t i o n 3/4" = 1'-0" 2 DECK STAIR STRINGER & TREAD 3/4" = 1'-0" 3 DECK STAIR @ LANDING 3/4" = 1'-0" 4 DECK HANDRAIL CONNECTION 3/4" = 1'-0" 5 GUARDRAIL 1/2" = 1'-0" 1 PARTIAL 2ND AND 3RD FLOOR FRAMING PLAN 9 = (N) PT 2X10 BLOCKING 01/09/2025 9 GR A M M E R C Y 1 - B U I L D I N G S Q B2 5 0 0 0 3 0 8 RECEIVED 01/21/2025 striplett BUILDING DIVISION 11 8 1 3 S E 1 7 1 s t L n REVIEWED By: Alan Findlay, P.E. Date: 02/11/2025 BUILDING Q KEYPLAN S2.1 1 PLAN LEGEND = (E) WOOD STUD WALL, 2X4 STUDS @ 16" OC TYP, UON = (R) BEAM, OR (R) HDR BLW KEY NOTES 1 2 3 = (E) BEAM, OR (E) HDR BLW = (E) 2X10 = (E) CANTILEVERED FLOOR JOIST = (E) 4X12 BEAM = (R) 2X10 PT @ 16" OC STAIR JOIST = (R) 4X12 PT BEAM = (R) 4X12 PT STAIR STRINGER = (R) 2X12 PT LEDGER = (R) 4X4 PT GUARDRAIL POST 4 5 6 7 8 = (R) FLOOR SHEATHING PER 9/S0.2 (R) STAIR TREADS PER 4/S2.1 (R) STAIR STRINGER PER PLAN (R) LEDGER PER PLAN (E) JOIST PER PLAN (E) FLOOR SHEATHING (R) HUC48. NOTCH BEAM OR PROVIDE SLOPED HANGER (R) (3)-16d @ 9" OC MIN (13) TOTAL SEE PLAN 7 R I S E R S @ 7 " = 4 ' - 1 " ± (R) A35 (E) BEAM PER PLAN (R) A34 (R) 2X TOE KICK (R) TA9 (R) FLOOR SHEATHING PER PLAN (R) 2x12 TREAD TO MATCH (E) (R) STAIR STRINGER PER PLAN 4" M A X (R) JOIST PER PLAN (R) 4X BLKG BELOW A34 (R) 2X BLKG W/ A34 TO BEAM (R) H2.5A @ 32" OC (R) BN SE E 2 / S 2 . 1 3 1 / 2 " (R) 4X BLKG, TYP (R) SIMPSON DTT2Z (R) JOIST PER PLAN (R) FLOOR SHEATHING PER PLAN (R) JOIST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) GUARDRAIL POST PER PLAN (R) 2X PT HANDRAIL PARALLEL TO JOISTS PERPENDICULAR TO JOISTS 3 1 / 2 " (R) 2X10 X 2'-0" BLKG W/ (15)-16d STAG. PLACE BLK OPPOSITE SIDE OF DTT2Z (R) JOIST PER PLAN (R) SIMPSON DTT2Z (R) FLOOR SHEATHING PER PLAN (R) 2X PT HANDRAIL (R) GUARDRAIL POST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) JOIST PER PLAN (R) LU210 3' - 6 " M I N NOTES: 1. SEE DETAIL 5/S2.1 FOR GUARDRAIL INFILL (R) 2X (R) 2X 3' - 6 " M I N GUARDRAIL POST PER PLAN, TYP (R) 2X2 BALUSTERS TO MATCH EXISTING. MAX SPACING = 5-1/2" OC (R) BEAM PER PLAN (E) BEAM PER PLAN (R) TOP RAIL (R) 8d, TYP 3' - 6 " M I N NOTES: 1. SEE DETAIL 4/S2.1 FOR ADDITIONAL INFORMATION PROVIDE MIN. 1/4" GAP BTWN TOP RAILS GAP UNIT Q-204UNIT Q-203 3 S2.1 2 S2.1 5' - 0 " ± 4 1 2 3 5 6 6 7 1 A3.1 1 A3.1 4 S2.1 3 8TYP 4' - 0 " ± 8'-0" ±5'-3" ± TO FACE OF (E) WALL TYP SIX TREADS @ 11" = 5'-6" 6'-7" ± DE G E N K O L B E N G I N E E R S ww w . d e g e n k o l b . c o m 60 0 U n i v e r s i t y S t r e e t , S u i t e 1 0 0 1 20 6 . 2 6 2 . 9 2 4 0 P H O N E Se a t t l e , W A 9 8 1 0 1 DATE DRAWN JOB NO SHEET RE V I S I O N S : Pr o j e c t Sh e e t T i t l e Fi l e P a t h : GR A M M E R C Y A P A R T M E N T S - B U I L D I N G Q 17 4 2 5 1 2 0 T H L N S E RE N T O N , W A 9 8 0 5 8 Au t o d e s k D o c s : / / C 4 B 5 1 1 0 0 . 0 0 - G r a m m e r c y A p t s , R o t R e p a i r , 1 7 4 2 5 1 2 0 t h L n S E / G R A M M E R C Y B U I L D I N G Q . r v t C4B51100.00 S2.1 PA R T I A L 2 N D A N D 3 R D F L O O R F R A M I N G P L A N S KBM/MS 1/10/2024 Da t e De s c r i p t i o n 3/4" = 1'-0" 2 DECK STAIR STRINGER & TREAD 3/4" = 1'-0" 3 DECK STAIR @ LANDING 3/4" = 1'-0" 4 DECK HANDRAIL CONNECTION 3/4" = 1'-0" 5 GUARDRAIL 1/2" = 1'-0" 1 PARTIAL 2ND AND 3RD FLOOR FRAMING PLAN 9 = (N) PT 2X10 BLOCKING 01/09/2025 9 GR A M M E R C Y 1 - B U I L D I N G S Q B2 5 0 0 0 3 0 8 RECEIVED 01/21/2025 striplett BUILDING DIVISION 11 8 1 3 S E 1 7 1 s t L n REVIEWED By: Alan Findlay, P.E. Date: 02/11/2025 BUILDING Q KEYPLAN S2.1 1 PLAN LEGEND= (E) WOOD STUD WALL, 2X4 STUDS @ 16" OC TYP, UON= (R) BEAM, OR (R) HDR BLWKEY NOTES 1 2 3 = (E) BEAM, OR (E) HDR BLW = (E) 2X10 = (E) CANTILEVERED FLOOR JOIST = (E) 4X12 BEAM = (R) 2X10 PT @ 16" OC STAIR JOIST = (R) 4X12 PT BEAM = (R) 4X12 PT STAIR STRINGER = (R) 2X12 PT LEDGER = (R) 4X4 PT GUARDRAIL POST 4 5 6 7 8 = (R) FLOOR SHEATHING PER 9/S0.2(R) STAIR TREADS PER 4/S2.1(R) STAIR STRINGER PER PLAN(R) LEDGER PER PLAN (E) JOIST PER PLAN(E) FLOOR SHEATHING(R) HUC48. NOTCH BEAM OR PROVIDE SLOPED HANGER (R) (3)-16d @ 9" OC MIN (13) TOTAL SEE PLAN 7 R I S E R S @ 7 " = 4 ' - 1 " ± (R) A35 (E) BEAM PER PLAN (R) A34 (R) 2X TOE KICK (R) TA9 (R) FLOOR SHEATHING PER PLAN (R) 2x12 TREAD TO MATCH (E) (R) STAIR STRINGER PER PLAN 4" M A X (R) JOIST PER PLAN (R) 4X BLKG BELOW A34 (R) 2X BLKG W/ A34 TO BEAM (R) H2.5A @ 32" OC (R) BN SE E 2 / S 2 . 1 3 1 / 2 " (R) 4X BLKG, TYP (R) SIMPSON DTT2Z (R) JOIST PER PLAN (R) FLOOR SHEATHING PER PLAN (R) JOIST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) GUARDRAIL POST PER PLAN (R) 2X PT HANDRAIL PARALLEL TO JOISTS PERPENDICULAR TO JOISTS 3 1 / 2 " (R) 2X10 X 2'-0" BLKG W/ (15)-16d STAG. PLACE BLK OPPOSITE SIDE OF DTT2Z (R) JOIST PER PLAN (R) SIMPSON DTT2Z (R) FLOOR SHEATHING PER PLAN (R) 2X PT HANDRAIL (R) GUARDRAIL POST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) JOIST PER PLAN (R) LU210 3' - 6 " M I N NOTES: 1. SEE DETAIL 5/S2.1 FOR GUARDRAIL INFILL (R) 2X (R) 2X 3' - 6 " M I N GUARDRAIL POST PER PLAN, TYP (R) 2X2 BALUSTERS TO MATCH EXISTING. MAX SPACING = 5-1/2" OC (R) BEAM PER PLAN (E) BEAM PER PLAN (R) TOP RAIL (R) 8d, TYP 3' - 6 " M I N NOTES: 1. SEE DETAIL 4/S2.1 FOR ADDITIONAL INFORMATION PROVIDE MIN. 1/4" GAP BTWN TOP RAILS GAP UNIT Q-204UNIT Q-203 3 S2.1 2 S2.1 5' - 0 " ± 4 1 2 3 5 6 6 7 1 A3.1 1 A3.1 4 S2.1 3 8TYP 4' - 0 " ± 8'-0" ±5'-3" ± TO FACE OF (E) WALL TYP SIX TREADS @ 11" = 5'-6" 6'-7" ± DE G E N K O L B E N G I N E E R S ww w . d e g e n k o l b . c o m 60 0 U n i v e r s i t y S t r e e t , S u i t e 1 0 0 1 20 6 . 2 6 2 . 9 2 4 0 P H O N E Se a t t l e , W A 9 8 1 0 1 DATE DRAWN JOB NO SHEET RE V I S I O N S : Pr o j e c t Sh e e t T i t l e Fi l e P a t h : GR A M M E R C Y A P A R T M E N T S - B U I L D I N G Q 17 4 2 5 1 2 0 T H L N S E RE N T O N , W A 9 8 0 5 8 Au t o d e s k D o c s : / / C 4 B 5 1 1 0 0 . 0 0 - G r a m m e r c y A p t s , R o t R e p a i r , 1 7 4 2 5 1 2 0 t h L n S E / G R A M M E R C Y B U I L D I N G Q . r v t C4B51100.00 S2.1 PA R T I A L 2 N D A N D 3 R D F L O O R F R A M I N G P L A N S KBM/MS 1/10/2024 Da t e De s c r i p t i o n 3/4" = 1'-0" 2 DECK STAIR STRINGER & TREAD 3/4" = 1'-0" 3 DECK STAIR @ LANDING 3/4" = 1'-0" 4 DECK HANDRAIL CONNECTION 3/4" = 1'-0" 5 GUARDRAIL 1/2" = 1'-0" 1 PARTIAL 2ND AND 3RD FLOOR FRAMING PLAN 9 = (N) PT 2X10 BLOCKING 01/09/2025 9 GR A M M E R C Y 1 - B U I L D I N G S Q B2 5 0 0 0 3 0 8 RECEIVED 01/21/2025 striplett BUILDING DIVISION 11 8 1 3 S E 1 7 1 s t L n REVIEWED By: Alan Findlay, P.E. Date: 02/11/2025 BUILDING Q KEYPLAN S2.1 1 PLAN LEGEND= (E) WOOD STUD WALL, 2X4 STUDS @ 16" OC TYP, UON= (R) BEAM, OR (R) HDR BLWKEY NOTES 1 2 3 = (E) BEAM, OR (E) HDR BLW = (E) 2X10 = (E) CANTILEVERED FLOOR JOIST = (E) 4X12 BEAM = (R) 2X10 PT @ 16" OC STAIR JOIST = (R) 4X12 PT BEAM = (R) 4X12 PT STAIR STRINGER = (R) 2X12 PT LEDGER = (R) 4X4 PT GUARDRAIL POST 4 5 6 7 8 = (R) FLOOR SHEATHING PER 9/S0.2(R) STAIR TREADS PER 4/S2.1(R) STAIR STRINGER PER PLAN(R) LEDGER PER PLAN (E) JOIST PER PLAN(E) FLOOR SHEATHING(R) HUC48. NOTCH BEAM OR PROVIDE SLOPED HANGER (R) (3)-16d @ 9" OC MIN (13) TOTAL SEE PLAN 7 R I S E R S @ 7 " = 4 ' - 1 " ± (R) A35 (E) BEAM PER PLAN (R) A34 (R) 2X TOE KICK (R) TA9 (R) FLOOR SHEATHING PER PLAN (R) 2x12 TREAD TO MATCH (E) (R) STAIR STRINGER PER PLAN 4" M A X (R) JOIST PER PLAN (R) 4X BLKG BELOW A34 (R) 2X BLKG W/ A34 TO BEAM (R) H2.5A @ 32" OC (R) BN SE E 2 / S 2 . 1 3 1 / 2 " (R) 4X BLKG, TYP (R) SIMPSON DTT2Z (R) JOIST PER PLAN (R) FLOOR SHEATHING PER PLAN (R) JOIST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) GUARDRAIL POST PER PLAN (R) 2X PT HANDRAIL PARALLEL TO JOISTS PERPENDICULAR TO JOISTS 3 1 / 2 " (R) 2X10 X 2'-0" BLKG W/ (15)-16d STAG. PLACE BLK OPPOSITE SIDE OF DTT2Z (R) JOIST PER PLAN (R) SIMPSON DTT2Z (R) FLOOR SHEATHING PER PLAN (R) 2X PT HANDRAIL (R) GUARDRAIL POST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) JOIST PER PLAN (R) LU210 3' - 6 " M I N NOTES: 1. SEE DETAIL 5/S2.1 FOR GUARDRAIL INFILL (R) 2X (R) 2X 3' - 6 " M I N GUARDRAIL POST PER PLAN, TYP (R) 2X2 BALUSTERS TO MATCH EXISTING. MAX SPACING = 5-1/2" OC (R) BEAM PER PLAN (E) BEAM PER PLAN (R) TOP RAIL (R) 8d, TYP 3' - 6 " M I N NOTES: 1. SEE DETAIL 4/S2.1 FOR ADDITIONAL INFORMATION PROVIDE MIN. 1/4" GAP BTWN TOP RAILS GAP UNIT Q-204UNIT Q-203 3 S2.1 2 S2.1 5' - 0 " ± 4 1 2 3 5 6 6 7 1 A3.1 1 A3.1 4 S2.1 3 8TYP 4' - 0 " ± 8'-0" ±5'-3" ± TO FACE OF (E) WALL TYP SIX TREADS @ 11" = 5'-6" 6'-7" ± DE G E N K O L B E N G I N E E R S ww w . d e g e n k o l b . c o m 60 0 U n i v e r s i t y S t r e e t , S u i t e 1 0 0 1 20 6 . 2 6 2 . 9 2 4 0 P H O N E Se a t t l e , W A 9 8 1 0 1 DATE DRAWN JOB NO SHEET RE V I S I O N S : Pr o j e c t Sh e e t T i t l e Fi l e P a t h : GR A M M E R C Y A P A R T M E N T S - B U I L D I N G Q 17 4 2 5 1 2 0 T H L N S E RE N T O N , W A 9 8 0 5 8 Au t o d e s k D o c s : / / C 4 B 5 1 1 0 0 . 0 0 - G r a m m e r c y A p t s , R o t R e p a i r , 1 7 4 2 5 1 2 0 t h L n S E / G R A M M E R C Y B U I L D I N G Q . r v t C4B51100.00 S2.1 PA R T I A L 2 N D A N D 3 R D F L O O R F R A M I N G P L A N S KBM/MS 1/10/2024 Da t e De s c r i p t i o n 3/4" = 1'-0" 2 DECK STAIR STRINGER & TREAD 3/4" = 1'-0" 3 DECK STAIR @ LANDING 3/4" = 1'-0" 4 DECK HANDRAIL CONNECTION 3/4" = 1'-0" 5 GUARDRAIL 1/2" = 1'-0" 1 PARTIAL 2ND AND 3RD FLOOR FRAMING PLAN 9 = (N) PT 2X10 BLOCKING 01/09/2025 9 GR A M M E R C Y 1 - B U I L D I N G S Q B2 5 0 0 0 3 0 8 RECEIVED 01/21/2025 striplett BUILDING DIVISION 11 8 1 3 S E 1 7 1 s t L n REVIEWED By: Alan Findlay, P.E. Date: 02/11/2025 BUILDING Q KEYPLAN S2.1 1 PLAN LEGEND= (E) WOOD STUD WALL, 2X4 STUDS @ 16" OC TYP, UON= (R) BEAM, OR (R) HDR BLWKEY NOTES 1 2 3 = (E) BEAM, OR (E) HDR BLW = (E) 2X10 = (E) CANTILEVERED FLOOR JOIST = (E) 4X12 BEAM = (R) 2X10 PT @ 16" OC STAIR JOIST = (R) 4X12 PT BEAM = (R) 4X12 PT STAIR STRINGER = (R) 2X12 PT LEDGER = (R) 4X4 PT GUARDRAIL POST 4 5 6 7 8 = (R) FLOOR SHEATHING PER 9/S0.2(R) STAIR TREADS PER 4/S2.1(R) STAIR STRINGER PER PLAN(R) LEDGER PER PLAN (E) JOIST PER PLAN(E) FLOOR SHEATHING(R) HUC48. NOTCH BEAM OR PROVIDE SLOPED HANGER (R) (3)-16d @ 9" OC MIN (13) TOTAL SEE PLAN 7 R I S E R S @ 7 " = 4 ' - 1 " ± (R) A35 (E) BEAM PER PLAN (R) A34 (R) 2X TOE KICK (R) TA9 (R) FLOOR SHEATHING PER PLAN (R) 2x12 TREAD TO MATCH (E) (R) STAIR STRINGER PER PLAN 4" M A X (R) JOIST PER PLAN (R) 4X BLKG BELOW A34 (R) 2X BLKG W/ A34 TO BEAM (R) H2.5A @ 32" OC (R) BN SE E 2 / S 2 . 1 3 1 / 2 " (R) 4X BLKG, TYP (R) SIMPSON DTT2Z (R) JOIST PER PLAN (R) FLOOR SHEATHING PER PLAN (R) JOIST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) GUARDRAIL POST PER PLAN (R) 2X PT HANDRAIL PARALLEL TO JOISTS PERPENDICULAR TO JOISTS 3 1 / 2 " (R) 2X10 X 2'-0" BLKG W/ (15)-16d STAG. PLACE BLK OPPOSITE SIDE OF DTT2Z (R) JOIST PER PLAN (R) SIMPSON DTT2Z (R) FLOOR SHEATHING PER PLAN (R) 2X PT HANDRAIL (R) GUARDRAIL POST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) JOIST PER PLAN (R) LU210 3' - 6 " M I N NOTES: 1. SEE DETAIL 5/S2.1 FOR GUARDRAIL INFILL (R) 2X (R) 2X 3' - 6 " M I N GUARDRAIL POST PER PLAN, TYP (R) 2X2 BALUSTERS TO MATCH EXISTING. MAX SPACING = 5-1/2" OC (R) BEAM PER PLAN (E) BEAM PER PLAN (R) TOP RAIL (R) 8d, TYP 3' - 6 " M I N NOTES: 1. SEE DETAIL 4/S2.1 FOR ADDITIONAL INFORMATION PROVIDE MIN. 1/4" GAP BTWN TOP RAILS GAP UNIT Q-204UNIT Q-203 3 S2.1 2 S2.1 5' - 0 " ± 4 1 2 3 5 6 6 7 1 A3.1 1 A3.1 4 S2.1 3 8TYP 4' - 0 " ± 8'-0" ±5'-3" ± TO FACE OF (E) WALL TYP SIX TREADS @ 11" = 5'-6" 6'-7" ± DE G E N K O L B E N G I N E E R S ww w . d e g e n k o l b . c o m 60 0 U n i v e r s i t y S t r e e t , S u i t e 1 0 0 1 20 6 . 2 6 2 . 9 2 4 0 P H O N E Se a t t l e , W A 9 8 1 0 1 DATE DRAWN JOB NO SHEET RE V I S I O N S : Pr o j e c t Sh e e t T i t l e Fi l e P a t h : GR A M M E R C Y A P A R T M E N T S - B U I L D I N G Q 17 4 2 5 1 2 0 T H L N S E RE N T O N , W A 9 8 0 5 8 Au t o d e s k D o c s : / / C 4 B 5 1 1 0 0 . 0 0 - G r a m m e r c y A p t s , R o t R e p a i r , 1 7 4 2 5 1 2 0 t h L n S E / G R A M M E R C Y B U I L D I N G Q . r v t C4B51100.00 S2.1 PA R T I A L 2 N D A N D 3 R D F L O O R F R A M I N G P L A N S KBM/MS 1/10/2024 Da t e De s c r i p t i o n 3/4" = 1'-0" 2 DECK STAIR STRINGER & TREAD 3/4" = 1'-0" 3 DECK STAIR @ LANDING 3/4" = 1'-0" 4 DECK HANDRAIL CONNECTION 3/4" = 1'-0" 5 GUARDRAIL 1/2" = 1'-0" 1 PARTIAL 2ND AND 3RD FLOOR FRAMING PLAN 9 = (N) PT 2X10 BLOCKING 01/09/2025 9 GR A M M E R C Y 1 - B U I L D I N G S Q B2 5 0 0 0 3 0 8 RECEIVED 01/21/2025 striplett BUILDING DIVISION 11 8 1 3 S E 1 7 1 s t L n REVIEWED By: Alan Findlay, P.E. Date: 02/11/2025 BUILDING Q KEYPLAN S2.1 1 PLAN LEGEND= (E) WOOD STUD WALL, 2X4 STUDS @ 16" OC TYP, UON= (R) BEAM, OR (R) HDR BLWKEY NOTES 1 2 3 = (E) BEAM, OR (E) HDR BLW = (E) 2X10 = (E) CANTILEVERED FLOOR JOIST = (E) 4X12 BEAM = (R) 2X10 PT @ 16" OC STAIR JOIST = (R) 4X12 PT BEAM = (R) 4X12 PT STAIR STRINGER = (R) 2X12 PT LEDGER = (R) 4X4 PT GUARDRAIL POST 4 5 6 7 8 = (R) FLOOR SHEATHING PER 9/S0.2(R) STAIR TREADS PER 4/S2.1(R) STAIR STRINGER PER PLAN(R) LEDGER PER PLAN (E) JOIST PER PLAN(E) FLOOR SHEATHING(R) HUC48. NOTCH BEAM OR PROVIDE SLOPED HANGER (R) (3)-16d @ 9" OC MIN (13) TOTAL SEE PLAN 7 R I S E R S @ 7 " = 4 ' - 1 " ± (R) A35 (E) BEAM PER PLAN (R) A34 (R) 2X TOE KICK (R) TA9 (R) FLOOR SHEATHING PER PLAN (R) 2x12 TREAD TO MATCH (E) (R) STAIR STRINGER PER PLAN 4" M A X (R) JOIST PER PLAN (R) 4X BLKG BELOW A34 (R) 2X BLKG W/ A34 TO BEAM (R) H2.5A @ 32" OC (R) BN SE E 2 / S 2 . 1 3 1 / 2 " (R) 4X BLKG, TYP (R) SIMPSON DTT2Z (R) JOIST PER PLAN (R) FLOOR SHEATHING PER PLAN (R) JOIST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) GUARDRAIL POST PER PLAN (R) 2X PT HANDRAIL PARALLEL TO JOISTS PERPENDICULAR TO JOISTS 3 1 / 2 " (R) 2X10 X 2'-0" BLKG W/ (15)-16d STAG. PLACE BLK OPPOSITE SIDE OF DTT2Z (R) JOIST PER PLAN (R) SIMPSON DTT2Z (R) FLOOR SHEATHING PER PLAN (R) 2X PT HANDRAIL (R) GUARDRAIL POST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) JOIST PER PLAN (R) LU210 3' - 6 " M I N NOTES: 1. SEE DETAIL 5/S2.1 FOR GUARDRAIL INFILL (R) 2X (R) 2X 3' - 6 " M I N GUARDRAIL POST PER PLAN, TYP (R) 2X2 BALUSTERS TO MATCH EXISTING. MAX SPACING = 5-1/2" OC (R) BEAM PER PLAN (E) BEAM PER PLAN (R) TOP RAIL (R) 8d, TYP 3' - 6 " M I N NOTES: 1. SEE DETAIL 4/S2.1 FOR ADDITIONAL INFORMATION PROVIDE MIN. 1/4" GAP BTWN TOP RAILS GAP UNIT Q-204UNIT Q-203 3 S2.1 2 S2.1 5' - 0 " ± 4 1 2 3 5 6 6 7 1 A3.1 1 A3.1 4 S2.1 3 8TYP 4' - 0 " ± 8'-0" ±5'-3" ± TO FACE OF (E) WALL TYP SIX TREADS @ 11" = 5'-6" 6'-7" ± DE G E N K O L B E N G I N E E R S ww w . d e g e n k o l b . c o m 60 0 U n i v e r s i t y S t r e e t , S u i t e 1 0 0 1 20 6 . 2 6 2 . 9 2 4 0 P H O N E Se a t t l e , W A 9 8 1 0 1 DATE DRAWN JOB NO SHEET RE V I S I O N S : Pr o j e c t Sh e e t T i t l e Fi l e P a t h : GR A M M E R C Y A P A R T M E N T S - B U I L D I N G Q 17 4 2 5 1 2 0 T H L N S E RE N T O N , W A 9 8 0 5 8 Au t o d e s k D o c s : / / C 4 B 5 1 1 0 0 . 0 0 - G r a m m e r c y A p t s , R o t R e p a i r , 1 7 4 2 5 1 2 0 t h L n S E / G R A M M E R C Y B U I L D I N G Q . r v t C4B51100.00 S2.1 PA R T I A L 2 N D A N D 3 R D F L O O R F R A M I N G P L A N S KBM/MS 1/10/2024 Da t e De s c r i p t i o n 3/4" = 1'-0" 2 DECK STAIR STRINGER & TREAD 3/4" = 1'-0" 3 DECK STAIR @ LANDING 3/4" = 1'-0" 4 DECK HANDRAIL CONNECTION 3/4" = 1'-0" 5 GUARDRAIL 1/2" = 1'-0" 1 PARTIAL 2ND AND 3RD FLOOR FRAMING PLAN 9 = (N) PT 2X10 BLOCKING 01/09/2025 9 GR A M M E R C Y 1 - B U I L D I N G S Q B2 5 0 0 0 3 0 8 RECEIVED 01/21/2025 striplett BUILDING DIVISION 11 8 1 3 S E 1 7 1 s t L n REVIEWED By: Alan Findlay, P.E. Date: 02/11/2025 BUILDING Q KEYPLAN S2.1 1 PLAN LEGEND= (E) WOOD STUD WALL, 2X4 STUDS @ 16" OC TYP, UON= (R) BEAM, OR (R) HDR BLWKEY NOTES 1 2 3 = (E) BEAM, OR (E) HDR BLW = (E) 2X10 = (E) CANTILEVERED FLOOR JOIST = (E) 4X12 BEAM = (R) 2X10 PT @ 16" OC STAIR JOIST = (R) 4X12 PT BEAM = (R) 4X12 PT STAIR STRINGER = (R) 2X12 PT LEDGER = (R) 4X4 PT GUARDRAIL POST 4 5 6 7 8 = (R) FLOOR SHEATHING PER 9/S0.2(R) STAIR TREADS PER 4/S2.1(R) STAIR STRINGER PER PLAN(R) LEDGER PER PLAN (E) JOIST PER PLAN(E) FLOOR SHEATHING(R) HUC48. NOTCH BEAM OR PROVIDE SLOPED HANGER (R) (3)-16d @ 9" OC MIN (13) TOTAL SEE PLAN 7 R I S E R S @ 7 " = 4 ' - 1 " ± (R) A35 (E) BEAM PER PLAN (R) A34 (R) 2X TOE KICK (R) TA9 (R) FLOOR SHEATHING PER PLAN (R) 2x12 TREAD TO MATCH (E) (R) STAIR STRINGER PER PLAN 4" M A X (R) JOIST PER PLAN (R) 4X BLKG BELOW A34 (R) 2X BLKG W/ A34 TO BEAM (R) H2.5A @ 32" OC (R) BN SE E 2 / S 2 . 1 3 1 / 2 " (R) 4X BLKG, TYP (R) SIMPSON DTT2Z (R) JOIST PER PLAN (R) FLOOR SHEATHING PER PLAN (R) JOIST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) GUARDRAIL POST PER PLAN (R) 2X PT HANDRAIL PARALLEL TO JOISTS PERPENDICULAR TO JOISTS 3 1 / 2 " (R) 2X10 X 2'-0" BLKG W/ (15)-16d STAG. PLACE BLK OPPOSITE SIDE OF DTT2Z (R) JOIST PER PLAN (R) SIMPSON DTT2Z (R) FLOOR SHEATHING PER PLAN (R) 2X PT HANDRAIL (R) GUARDRAIL POST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) JOIST PER PLAN (R) LU210 3' - 6 " M I N NOTES: 1. SEE DETAIL 5/S2.1 FOR GUARDRAIL INFILL (R) 2X (R) 2X 3' - 6 " M I N GUARDRAIL POST PER PLAN, TYP (R) 2X2 BALUSTERS TO MATCH EXISTING. MAX SPACING = 5-1/2" OC (R) BEAM PER PLAN (E) BEAM PER PLAN (R) TOP RAIL (R) 8d, TYP 3' - 6 " M I N NOTES: 1. SEE DETAIL 4/S2.1 FOR ADDITIONAL INFORMATION PROVIDE MIN. 1/4" GAP BTWN TOP RAILS GAP UNIT Q-204UNIT Q-203 3 S2.1 2 S2.1 5' - 0 " ± 4 1 2 3 5 6 6 7 1 A3.1 1 A3.1 4 S2.1 3 8TYP 4' - 0 " ± 8'-0" ±5'-3" ± TO FACE OF (E) WALL TYP SIX TREADS @ 11" = 5'-6" 6'-7" ± DE G E N K O L B E N G I N E E R S ww w . d e g e n k o l b . c o m 60 0 U n i v e r s i t y S t r e e t , S u i t e 1 0 0 1 20 6 . 2 6 2 . 9 2 4 0 P H O N E Se a t t l e , W A 9 8 1 0 1 DATE DRAWN JOB NO SHEET RE V I S I O N S : Pr o j e c t Sh e e t T i t l e Fi l e P a t h : GR A M M E R C Y A P A R T M E N T S - B U I L D I N G Q 17 4 2 5 1 2 0 T H L N S E RE N T O N , W A 9 8 0 5 8 Au t o d e s k D o c s : / / C 4 B 5 1 1 0 0 . 0 0 - G r a m m e r c y A p t s , R o t R e p a i r , 1 7 4 2 5 1 2 0 t h L n S E / G R A M M E R C Y B U I L D I N G Q . r v t C4B51100.00 S2.1 PA R T I A L 2 N D A N D 3 R D F L O O R F R A M I N G P L A N S KBM/MS 1/10/2024 Da t e De s c r i p t i o n 3/4" = 1'-0" 2 DECK STAIR STRINGER & TREAD 3/4" = 1'-0" 3 DECK STAIR @ LANDING 3/4" = 1'-0" 4 DECK HANDRAIL CONNECTION 3/4" = 1'-0" 5 GUARDRAIL 1/2" = 1'-0" 1 PARTIAL 2ND AND 3RD FLOOR FRAMING PLAN 9 = (N) PT 2X10 BLOCKING 01/09/2025 9 GR A M M E R C Y 1 - B U I L D I N G S Q B2 5 0 0 0 3 0 8 RECEIVED 01/21/2025 striplett BUILDING DIVISION 11 8 1 3 S E 1 7 1 s t L n REVIEWED By: Alan Findlay, P.E. Date: 02/11/2025 BUILDING Q KEYPLAN S2.1 1 PLAN LEGEND= (E) WOOD STUD WALL, 2X4 STUDS @ 16" OC TYP, UON= (R) BEAM, OR (R) HDR BLWKEY NOTES 1 2 3 = (E) BEAM, OR (E) HDR BLW = (E) 2X10 = (E) CANTILEVERED FLOOR JOIST = (E) 4X12 BEAM = (R) 2X10 PT @ 16" OC STAIR JOIST = (R) 4X12 PT BEAM = (R) 4X12 PT STAIR STRINGER = (R) 2X12 PT LEDGER = (R) 4X4 PT GUARDRAIL POST 4 5 6 7 8 = (R) FLOOR SHEATHING PER 9/S0.2(R) STAIR TREADS PER 4/S2.1(R) STAIR STRINGER PER PLAN(R) LEDGER PER PLAN (E) JOIST PER PLAN(E) FLOOR SHEATHING(R) HUC48. NOTCH BEAM OR PROVIDE SLOPED HANGER (R) (3)-16d @ 9" OC MIN (13) TOTAL SEE PLAN 7 R I S E R S @ 7 " = 4 ' - 1 " ± (R) A35 (E) BEAM PER PLAN (R) A34 (R) 2X TOE KICK (R) TA9 (R) FLOOR SHEATHING PER PLAN (R) 2x12 TREAD TO MATCH (E) (R) STAIR STRINGER PER PLAN 4" M A X (R) JOIST PER PLAN (R) 4X BLKG BELOW A34 (R) 2X BLKG W/ A34 TO BEAM (R) H2.5A @ 32" OC (R) BN SE E 2 / S 2 . 1 3 1 / 2 " (R) 4X BLKG, TYP (R) SIMPSON DTT2Z (R) JOIST PER PLAN (R) FLOOR SHEATHING PER PLAN (R) JOIST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) GUARDRAIL POST PER PLAN (R) 2X PT HANDRAIL PARALLEL TO JOISTS PERPENDICULAR TO JOISTS 3 1 / 2 " (R) 2X10 X 2'-0" BLKG W/ (15)-16d STAG. PLACE BLK OPPOSITE SIDE OF DTT2Z (R) JOIST PER PLAN (R) SIMPSON DTT2Z (R) FLOOR SHEATHING PER PLAN (R) 2X PT HANDRAIL (R) GUARDRAIL POST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) JOIST PER PLAN (R) LU210 3' - 6 " M I N NOTES: 1. SEE DETAIL 5/S2.1 FOR GUARDRAIL INFILL (R) 2X (R) 2X 3' - 6 " M I N GUARDRAIL POST PER PLAN, TYP (R) 2X2 BALUSTERS TO MATCH EXISTING. MAX SPACING = 5-1/2" OC (R) BEAM PER PLAN (E) BEAM PER PLAN (R) TOP RAIL (R) 8d, TYP 3' - 6 " M I N NOTES: 1. SEE DETAIL 4/S2.1 FOR ADDITIONAL INFORMATION PROVIDE MIN. 1/4" GAP BTWN TOP RAILS GAP UNIT Q-204UNIT Q-203 3 S2.1 2 S2.1 5' - 0 " ± 4 1 2 3 5 6 6 7 1 A3.1 1 A3.1 4 S2.1 3 8TYP 4' - 0 " ± 8'-0" ±5'-3" ± TO FACE OF (E) WALL TYP SIX TREADS @ 11" = 5'-6" 6'-7" ± DE G E N K O L B E N G I N E E R S ww w . d e g e n k o l b . c o m 60 0 U n i v e r s i t y S t r e e t , S u i t e 1 0 0 1 20 6 . 2 6 2 . 9 2 4 0 P H O N E Se a t t l e , W A 9 8 1 0 1 DATE DRAWN JOB NO SHEET RE V I S I O N S : Pr o j e c t Sh e e t T i t l e Fi l e P a t h : GR A M M E R C Y A P A R T M E N T S - B U I L D I N G Q 17 4 2 5 1 2 0 T H L N S E RE N T O N , W A 9 8 0 5 8 Au t o d e s k D o c s : / / C 4 B 5 1 1 0 0 . 0 0 - G r a m m e r c y A p t s , R o t R e p a i r , 1 7 4 2 5 1 2 0 t h L n S E / G R A M M E R C Y B U I L D I N G Q . r v t C4B51100.00 S2.1 PA R T I A L 2 N D A N D 3 R D F L O O R F R A M I N G P L A N S KBM/MS 1/10/2024 Da t e De s c r i p t i o n 3/4" = 1'-0" 2 DECK STAIR STRINGER & TREAD 3/4" = 1'-0" 3 DECK STAIR @ LANDING 3/4" = 1'-0" 4 DECK HANDRAIL CONNECTION 3/4" = 1'-0" 5 GUARDRAIL 1/2" = 1'-0" 1 PARTIAL 2ND AND 3RD FLOOR FRAMING PLAN 9 = (N) PT 2X10 BLOCKING 01/09/2025 9 GR A M M E R C Y 1 - B U I L D I N G S Q B2 5 0 0 0 3 0 8 RECEIVED 01/21/2025 striplett BUILDING DIVISION 11 8 1 3 S E 1 7 1 s t L n REVIEWED By: Alan Findlay, P.E. Date: 02/11/2025 BUILDING Q KEYPLAN S2.1 1 PLAN LEGEND= (E) WOOD STUD WALL, 2X4 STUDS @ 16" OC TYP, UON= (R) BEAM, OR (R) HDR BLWKEY NOTES 1 2 3 = (E) BEAM, OR (E) HDR BLW = (E) 2X10 = (E) CANTILEVERED FLOOR JOIST = (E) 4X12 BEAM = (R) 2X10 PT @ 16" OC STAIR JOIST = (R) 4X12 PT BEAM = (R) 4X12 PT STAIR STRINGER = (R) 2X12 PT LEDGER = (R) 4X4 PT GUARDRAIL POST 4 5 6 7 8 = (R) FLOOR SHEATHING PER 9/S0.2(R) STAIR TREADS PER 4/S2.1(R) STAIR STRINGER PER PLAN(R) LEDGER PER PLAN (E) JOIST PER PLAN(E) FLOOR SHEATHING(R) HUC48. NOTCH BEAM OR PROVIDE SLOPED HANGER (R) (3)-16d @ 9" OC MIN (13) TOTAL SEE PLAN 7 R I S E R S @ 7 " = 4 ' - 1 " ± (R) A35 (E) BEAM PER PLAN (R) A34 (R) 2X TOE KICK (R) TA9 (R) FLOOR SHEATHING PER PLAN (R) 2x12 TREAD TO MATCH (E) (R) STAIR STRINGER PER PLAN 4" M A X (R) JOIST PER PLAN (R) 4X BLKG BELOW A34 (R) 2X BLKG W/ A34 TO BEAM (R) H2.5A @ 32" OC (R) BN SE E 2 / S 2 . 1 3 1 / 2 " (R) 4X BLKG, TYP (R) SIMPSON DTT2Z (R) JOIST PER PLAN (R) FLOOR SHEATHING PER PLAN (R) JOIST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) GUARDRAIL POST PER PLAN (R) 2X PT HANDRAIL PARALLEL TO JOISTS PERPENDICULAR TO JOISTS 3 1 / 2 " (R) 2X10 X 2'-0" BLKG W/ (15)-16d STAG. PLACE BLK OPPOSITE SIDE OF DTT2Z (R) JOIST PER PLAN (R) SIMPSON DTT2Z (R) FLOOR SHEATHING PER PLAN (R) 2X PT HANDRAIL (R) GUARDRAIL POST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) JOIST PER PLAN (R) LU210 3' - 6 " M I N NOTES: 1. SEE DETAIL 5/S2.1 FOR GUARDRAIL INFILL (R) 2X (R) 2X 3' - 6 " M I N GUARDRAIL POST PER PLAN, TYP (R) 2X2 BALUSTERS TO MATCH EXISTING. MAX SPACING = 5-1/2" OC (R) BEAM PER PLAN (E) BEAM PER PLAN (R) TOP RAIL (R) 8d, TYP 3' - 6 " M I N NOTES: 1. SEE DETAIL 4/S2.1 FOR ADDITIONAL INFORMATION PROVIDE MIN. 1/4" GAP BTWN TOP RAILS GAP UNIT Q-204UNIT Q-203 3 S2.1 2 S2.1 5' - 0 " ± 4 1 2 3 5 6 6 7 1 A3.1 1 A3.1 4 S2.1 3 8TYP 4' - 0 " ± 8'-0" ±5'-3" ± TO FACE OF (E) WALL TYP SIX TREADS @ 11" = 5'-6" 6'-7" ± DE G E N K O L B E N G I N E E R S ww w . d e g e n k o l b . c o m 60 0 U n i v e r s i t y S t r e e t , S u i t e 1 0 0 1 20 6 . 2 6 2 . 9 2 4 0 P H O N E Se a t t l e , W A 9 8 1 0 1 DATE DRAWN JOB NO SHEET RE V I S I O N S : Pr o j e c t Sh e e t T i t l e Fi l e P a t h : GR A M M E R C Y A P A R T M E N T S - B U I L D I N G Q 17 4 2 5 1 2 0 T H L N S E RE N T O N , W A 9 8 0 5 8 Au t o d e s k D o c s : / / C 4 B 5 1 1 0 0 . 0 0 - G r a m m e r c y A p t s , R o t R e p a i r , 1 7 4 2 5 1 2 0 t h L n S E / G R A M M E R C Y B U I L D I N G Q . r v t C4B51100.00 S2.1 PA R T I A L 2 N D A N D 3 R D F L O O R F R A M I N G P L A N S KBM/MS 1/10/2024 Da t e De s c r i p t i o n 3/4" = 1'-0" 2 DECK STAIR STRINGER & TREAD 3/4" = 1'-0" 3 DECK STAIR @ LANDING 3/4" = 1'-0" 4 DECK HANDRAIL CONNECTION 3/4" = 1'-0" 5 GUARDRAIL 1/2" = 1'-0" 1 PARTIAL 2ND AND 3RD FLOOR FRAMING PLAN 9 = (N) PT 2X10 BLOCKING 01/09/2025 9 GR A M M E R C Y 1 - B U I L D I N G S Q B2 5 0 0 0 3 0 8 RECEIVED 01/21/2025 striplett BUILDING DIVISION 11 8 1 3 S E 1 7 1 s t L n REVIEWED By: Alan Findlay, P.E. Date: 02/11/2025 BUILDING Q KEYPLAN S2.1 1 PLAN LEGEND= (E) WOOD STUD WALL, 2X4 STUDS @ 16" OC TYP, UON= (R) BEAM, OR (R) HDR BLWKEY NOTES 1 2 3 = (E) BEAM, OR (E) HDR BLW = (E) 2X10 = (E) CANTILEVERED FLOOR JOIST = (E) 4X12 BEAM = (R) 2X10 PT @ 16" OC STAIR JOIST = (R) 4X12 PT BEAM = (R) 4X12 PT STAIR STRINGER = (R) 2X12 PT LEDGER = (R) 4X4 PT GUARDRAIL POST 4 5 6 7 8 = (R) FLOOR SHEATHING PER 9/S0.2(R) STAIR TREADS PER 4/S2.1(R) STAIR STRINGER PER PLAN(R) LEDGER PER PLAN (E) JOIST PER PLAN(E) FLOOR SHEATHING(R) HUC48. NOTCH BEAM OR PROVIDE SLOPED HANGER (R) (3)-16d @ 9" OC MIN (13) TOTAL SEE PLAN 7 R I S E R S @ 7 " = 4 ' - 1 " ± (R) A35 (E) BEAM PER PLAN (R) A34 (R) 2X TOE KICK (R) TA9 (R) FLOOR SHEATHING PER PLAN (R) 2x12 TREAD TO MATCH (E) (R) STAIR STRINGER PER PLAN 4" M A X (R) JOIST PER PLAN (R) 4X BLKG BELOW A34 (R) 2X BLKG W/ A34 TO BEAM (R) H2.5A @ 32" OC (R) BN SE E 2 / S 2 . 1 3 1 / 2 " (R) 4X BLKG, TYP (R) SIMPSON DTT2Z (R) JOIST PER PLAN (R) FLOOR SHEATHING PER PLAN (R) JOIST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) GUARDRAIL POST PER PLAN (R) 2X PT HANDRAIL PARALLEL TO JOISTS PERPENDICULAR TO JOISTS 3 1 / 2 " (R) 2X10 X 2'-0" BLKG W/ (15)-16d STAG. PLACE BLK OPPOSITE SIDE OF DTT2Z (R) JOIST PER PLAN (R) SIMPSON DTT2Z (R) FLOOR SHEATHING PER PLAN (R) 2X PT HANDRAIL (R) GUARDRAIL POST PER PLAN (R) 1/2"Ø A307 W/ STD WASHER (R) JOIST PER PLAN (R) LU210 3' - 6 " M I N NOTES: 1. SEE DETAIL 5/S2.1 FOR GUARDRAIL INFILL (R) 2X (R) 2X 3' - 6 " M I N GUARDRAIL POST PER PLAN, TYP (R) 2X2 BALUSTERS TO MATCH EXISTING. MAX SPACING = 5-1/2" OC (R) BEAM PER PLAN (E) BEAM PER PLAN (R) TOP RAIL (R) 8d, TYP 3' - 6 " M I N NOTES: 1. SEE DETAIL 4/S2.1 FOR ADDITIONAL INFORMATION PROVIDE MIN. 1/4" GAP BTWN TOP RAILS GAP UNIT Q-204UNIT Q-203 3 S2.1 2 S2.1 5' - 0 " ± 4 1 2 3 5 6 6 7 1 A3.1 1 A3.1 4 S2.1 3 8TYP 4' - 0 " ± 8'-0" ±5'-3" ± TO FACE OF (E) WALL TYP SIX TREADS @ 11" = 5'-6" 6'-7" ± DE G E N K O L B E N G I N E E R S ww w . d e g e n k o l b . c o m 60 0 U n i v e r s i t y S t r e e t , S u i t e 1 0 0 1 20 6 . 2 6 2 . 9 2 4 0 P H O N E Se a t t l e , W A 9 8 1 0 1 DATE DRAWN JOB NO SHEET RE V I S I O N S : Pr o j e c t Sh e e t T i t l e Fi l e P a t h : GR A M M E R C Y A P A R T M E N T S - B U I L D I N G Q 17 4 2 5 1 2 0 T H L N S E RE N T O N , W A 9 8 0 5 8 Au t o d e s k D o c s : / / C 4 B 5 1 1 0 0 . 0 0 - G r a m m e r c y A p t s , R o t R e p a i r , 1 7 4 2 5 1 2 0 t h L n S E / G R A M M E R C Y B U I L D I N G Q . r v t C4B51100.00 S2.1 PA R T I A L 2 N D A N D 3 R D F L O O R F R A M I N G P L A N S KBM/MS 1/10/2024 Da t e De s c r i p t i o n 3/4" = 1'-0" 2 DECK STAIR STRINGER & TREAD 3/4" = 1'-0" 3 DECK STAIR @ LANDING 3/4" = 1'-0" 4 DECK HANDRAIL CONNECTION 3/4" = 1'-0" 5 GUARDRAIL 1/2" = 1'-0" 1 PARTIAL 2ND AND 3RD FLOOR FRAMING PLAN 9 = (N) PT 2X10 BLOCKING 01/09/2025 9 GR A M M E R C Y 1 - B U I L D I N G S Q B2 5 0 0 0 3 0 8 RECEIVED 01/21/2025 striplett BUILDING DIVISION 11 8 1 3 S E 1 7 1 s t L n REVIEWED By: Alan Findlay, P.E. Date: 02/11/2025