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23-104235-Plan Set-08‐17‐2023U I L ARCHITECTS 1800 136TH PL NE SUITE 207 A S S A 2 R E T A I L B U I L D I N G BELLEVUE WASH INGTON 98005 T.425.654.5005 info@uilarchitects.com FEDERAL WAY WASHINGTON C''7 0 0 00 C) (D 0 Z z C) SEPARATE PERMIT PROJECT TEAM SITE INFORMATION PROJECT INDEX GENERAL NOTES J Q MECHANICAL BUILDING OWNER: ASSA 2 INC SITE ADDRESS: 1420 S 348TH ST FEDERAL WAY 98003 GENERAL ARCHITECTURAL CODES 5920 100TH ST SW STE 1, LAKEWOOD, WA, 98499 J < PLUMBING LOT PARCEL NUMBER : 202104-9088 G001 COVER SHEET A101 OPENING SCHEDULE & NOTES ALL CONSTRUCTION INCLUDING MATERIALS AND WORKMANSHIP TO BE EXECUTED IN STRICT ACCORDANCE WITH, BUT NOT LIMITED PROJECT OWNER : ASSA 2 INC TO THE LATEST EDITIONS OF THE 2018 IBC, IMC, IEBC, UPC, UFC, WSEC, ICC A117.1-2009, CITY MUNICIPAL CODE. G002 CODE PLAN &SUMMARY A1D2 EXTERIOR WALL &ROOF SYSTEM J Lij ELECTRICAL 5920 100TH ST SW STE 1, LAKEWOOD, WA, 98499 LEGAL DESCRIPTION: BAAP 30 FT N & 355.48 FT W OF SE COR OF NE 1/4 OF SE 114 a ATTN: YONGHO JOUNG TH W ALG N MGN S 348TH ST 100 FT TO E LN OF W 200 FT OF G003 ENVELOPE COMPLIANCE SUMMARY A131 1ST FLOOR PLAN DRAWINGS W FIRE PROTECTION T. 253-224-1873 SE 1/4 OF NE 1/4 OF SE 114 TH N 0-32-05 E ALG SD LN 222A8 G004 SITE PLAN A132 1ST FLOOR REFLECTED CEILING PLAN pD NOT SCALE THE DRAWING ILL. DAED0063@HOTMAIL.COM FT TH S 89-37-36 E 22.89 FT TH N 0-34-16 E 5.64 FT TH S 89-37-36 E 105 FT MIL TO W LN VICK ADD TH 5 ALG 5D W LN G005 ICC1AN31 A117.1-2009 A133 ROOF PLAN � I _ARCHITECT : UIL ARCHITECTS, LLC CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PROIOR TO COMMENCING OF ANY WORK W ATTN : KWANGHYUN BAEK 70.01 FT MIL TO NW COR LOT 20 SD ADD TH N 89-37-36 W A201 BUILDING ELEVATIONS ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE ui W 1611 116TH AVE NE SUITE 208 BELLEVUE WA 98004 27.75 FT TH S 0-34-16 W 158A2 FT TO POB TGW E 85 FT OF W SURVEY A202 BUILDING ELEVATIONS VERIFIED. REPORT ANY DISCREPANCY TO THE ARCHITECT. 12� T. 425-635-8914 200 FT OF N 222.48 FT OF S 252.48 FT OF SE 1/4 OF NE 114 OF ALL MECHANICAL, FIRE ALARM, FIRE SPRINKLER, HOOD, HOOD SUPPRESSION SYSTEM, WALK -IN -COOLER AND SIGNAGE WORK ARE I— DKB@UILARCHITECTS.COM SE 114 - PER KC LLA #284010 BOUNDARY & TOPOGRAPHIC SURVEY A211 BUILDING SECTIONS SEPARATE PERMIT. THE SUBCONTRACTOR SHALL SUPPLY THE ARCHITECT AND GENERAL CONTRACTOR DESIGN AND INSTALLATION C13 A212 BUILDING SECTIONS DRAWINGS THE FIRST WEEK OF THE PROJECT AND SHALL UPDATE THEM AS CHANGES OCCUR ANY DISCREPANCY BETWEEN THE _ STRUCTURAL: CS2 ENGINEERS ARCHITECTURAL AND OTHER DRAWINGS SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION FOR CLARIFICATION. ATTN : SUNG CHO, PE LANDSCAPING A601 DETAILS ALL QUESTIONS PERTAINING TO THE CONSTRUCTION AND MEANING OF DRAWING OR SPECIFICATIONS SHALL BE DECIDED UPON BY 00 P 0 BOX 13423 MILL CREEK, WA 98062 A602 DETAILS THE ARCHITECT OR IN THE CASE OF STRUCTURAL OR CIVIL DRAWING, THE ENGINEER It T. 425-408-2748 L1.00 LANDSCAPE PLAN DOORS AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS OR DETAILS ARE TO BE LOCATED 41/2' FROM THE ADJACENT WALL SUNG.CHO@CS2ENGINEERS.COM A6D3 DETAILS OR CENTERED BETWEEN WALLLS AS GRAPHICALLY INDICATED ON THE DRAWINGS. /'► = V J ~ ARCHITECTURAL ABBREVIATIONS CIVIL: CONTOUR ENGINEERING, LLC COORDINATION ATTN :BRETT ALLEN CIVIL STRUCTURAL 0 470fi 97TH 5T NW, GIG HARBOR, WA 98332 IN GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND VERIFICATION OF ALL SUBCONTRACTOR'S WORK. 0 T. 253-857-5454 C1 COVER SHEET S1.DA STRUCTURAL GENERAL NOTES CONTRACTOR TO BE RESPONSIBLE FOR ACQUIRING NECESSARY PERMITS FOR CONSTRUCTION. ACT ACOUSTICAL CEILING TILE INFO INFORMATION 0 ADA AMERICANS WITH DISABILITIES INSUL INSULATED BRETT.ALLEN@CONTOURENGINEERINGLLC.COM C2 EXISTING CONDITION SLOB STRUCTURAL GENERAL NOTES CV ACT INT INTERIOR C3 TESC PLAN S1.1 FOUNDATION PLAN SHOP DRAWINGS AND SUBMITTALS AFF ABOVE FINISH FLOOR LAM LAMINATE LANDSCAPING: LYON LANDSCAPE ARCHITECTS ADJ ADJUSTABLE LAV LAVATORY ATTN : ERIC J. WILLIAMS C4 TESC DETAILS S1.2 MAIN FLOOR FRAMING PLAN THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, BROCHURES AND FINISH SAMPLES ON ALL CASEWORK, HARDWARE, AL/ALUM ALUMINUM LCB LIGHTWEIGHT CONCRETE BLOCK 2111 SOUTH C STREET TACOMA, WA 98402 STOREFRONT, LIGHTING FIXTURES, ELECTRICAL EQUIPMENT, PLUMBING FIXTURES, MECHANICAL EQUIPMENT FOR REVIEW BY THE AP ACCESS PANEL LCS LIQUID CHALK SURFACE T. 253-678-4173 C5 GRADING & DRAINAGE PLAN S2.1 SECTIONS & DETAILS ARCHITECT & BUILDING MANAGER PRIOR TO FABRICATION OR ORDERING FAILURE TO DO SO WILL INDEMNIFY THE ARCHITECT FROM APPROX APPROXIMATE LS LIGHT STANDARD ERIC@LYONLA.COM C6 DETAIL GRADING S2.2 SECTIONS & DETAILS THE RESPONSIBILITY FOR SUCH WORK. AWP ACOUSTICAL WALL PANELS MANUF MANUFACTURER BD BOARD MAS MASONRY TRAFFIC : HEATH & ASSOCIATES, INC. C7 NOTES AND DETAILS 52.3 SECTIONS & DETAILS EXITS BLDG BLKG BUILDING BLOCKING MAX MECH MAXIMUM MECHANICAL ATTN : AARON VAN AKEN, P.E., PTOE 52.4 SECTIONS & DETAILS [-.. W Z 04 C:) N BOD BOTTOM OF DECK MEP MECH/ELECIPLUMB PO BOX 397, PUYALLUP WA 98371 ALL EXITS SHALL BE OPENABLE FROM INSIDE WITHOUT A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT AND SHALL BE EQUIPPED � BOT BOTTOM MHO MAGNETIC HOLD OPEN T. 253 - 770 -1401 WITH PANIC HARDWARE WHERE REQUIRED. PROVIDE ALL REQUIRED EXIT SIGNAGE. U J 0 BRING BEARING MIN MINIMUM AVANAKEN@HEATHTRAFFIC.COM ALL THRESHOLDS SHALL HAVE NO MORE THAN Y" ELEVATION CHANGES MAXIMUM AND CONFORM WITH ADA. ALL EXIT SIGNS SHALL = _ M m T CA CARPET MISC MISCELLANEOUS HAVE LETTERS SIX(6) INCHES HIGH MINIMUM AND SHALL CONFORM WITH APPLICABLE CODES & BUILDING STANDARD. U) CB CORNER BEAD MO MASONRY OPENING EXITS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH LIGHT HAVING AN INTENSITY OF NOT LESS THAN ONE C/] CFCI CONTRACTOR FURNISHED MNTD MOUNTED FOOT-CANDLE AT FLOOR LEVEL IBC SECTION 108.2.1. �/ Q CONTRACTOR INSTALLED MTL METAL PROVIDE EXIT SIGN PER IBC SECTION 1013. LL CG CORNER GUARD MTRL MATERIAL w CJ CONTROL JOINT NIA NOT APPLICABLE FIRE PROTECTION CLING CL CMU CEILING CENTERLINE CONCRETE MASONRY UNIT NIC NO NITS NOT IN CONTRACT NUMBER NOT TO SCALE ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE BUILDING TYPE REQUIREMENTS. 0 COL COLUMN OC ON CENTER FIRE SPRINKLER DESIGN FOR THE TENANT SPACE SHALL BE APPROVED BY THE FIRE DEPARTMENT AND MODIFY THE EXISTING COMP COMPACTED OFCI OWNER FURNISHED SPRINKLER SYSTEM TO CONFORM WITH THE APPROVED PLAN. w CICONC CONCRETE CONTRACTOR INSTALLED FIRE DAMPERS SHALL BE PROVIDED AT ALL SUPPLY & RETURN AIR OUTLETS, INLETS OR DUCTS PENETRATING FIRE RATED CONF CONFERENCE OFOI OWNER FURNISHED ASSEMBLIES, ENCLOSURES, PARTITIONS, FLOORS OR SURFACES AS REQUIRED BY THE FIRE DEPARTMENT. w w CONST CONSTRUCTION OWNER INSTALLED ADDITIONAL EXIT SIGNS AND FIRE EXTINGUISHERS ARE TO BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR LOCATION, Q ~ Q CONT CONTINUOUS OPNG OPENING NUMBER AND PLACEMENT OF SIGNS AND EXTINGUISHERS AE TO BE DETERMINED BY THE FIRE DEPARTMENT. REVIEW LOCATIONS z w CT CERAMIC TILE OPP OPPOSITE WITH ARCHITECT FOR APPROVAL. Q Q � 0 DEMO DEMOLITION P PAINT U u] DIA DIAMETER PARTL PARTIAL GENERAL CONDITIONS u] DIM DIMENSIONS PARTN PARTITION DISP DISPENSER PLAS PLASTIC DIN DOWN PLM PLASTIC LAMINATE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UTILITIES SERVING AND WITHIN TENANT SPACE PRIOR TO COMMENCEMENT OF DRAWING REV. DOS DOOR OPENING SIZE PLUMB PLUMBING WORK PROTECT OR MOVE UTILITIES AS REQUIRED. REPORT AN INCONSISTENCIES SHOWN ON THE DRAWINGS TO ARCHITECT. DS DOWNSPOUT PP POWER POLE CONTRACTOR SHALL VERIFY SIZE & LOCATIONS OF ALL OPENINGS FOR MECHANICAL EQUIPMENT WITH THE MECHANICAL DWG DRAWING PT PAVER TILE CONTRACTOR AND APPROVE SHOP DRAWINGS. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL EQUIPMENT EA EACH PWD PLYWOOD ARCHITECTURAL SYMBOLS VICINITY MAP SCALE: N.T.S. PADS AND BASES AS WELL AS POWER WATER DRAIN INSTALLATION WITH EQUIPMENT MANUFACTURERS PRIOR TO COMMENCEMENT EIFS EXTERIOR INSULATING QT QUARRY TILE OF WORK, FINISH SYSTEM R RADIUS INSTALL MATERIALSIPRODUCTS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. EJ EXPANSION JOINT RD ROOF DRAIN SYMBOL DESCRIPTION SYMBOL DESCRIPTION CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL BLOCKING FDRALL WALL AND CEILING MOUNTED ITEMS, INCLUDING ELEC ELECTRIC/ELECTRICAL RE REFERENCE Chris a. HARDWARE, LIGHTING FIXTURES, GRAB BARS, AND INTERIOR MILLWORK. EL ELEM ELEVATION ELEMENTARY REBAR REINF REINFORCING BAR REINFORCED _ak❑ suenna ALL FINISH HARDWARE SHALL COMPLY WITH ADA REQUIREMENTS. ELEM EP ELEVATOR EPDXY PAINT READ RES REQUIRED RESILIENT `"' DRAWING MARK: TOP HALF - INDICATES COORDINATES ON SHEET o DOOR NUMBER: NUMBER IS THE SAME AS THE ROOM IN WHICH IT APPEARS, LETTER Mirror Lake ALL FINISH FLOOR SHALL SLOPE TO DRAIN AT LEAST 24' SQUARE WHERE FLOOR DRAINS OR FLOOR SINKS ARE REQUIRED. CONTRACTOR SHALL HAVE LICENSED STRUCTURAL ENGINEER DESIGN ADEQUATE STRUCTURE REINFORCING FOR ALL NEW EQ EQUAL RFM RECESSED FLOOR MAT BOTTOM HALF - INDICATES ARCHITECTURAL SHEET NUMBER OCCURS WHEN THERE IS MORE THAN ONE DOOR MECHANICAL EQUIPMENT AND APPROVED BY OWNER.. EQUIP EQUIPMENT RFS RAISED FLOOR SYSTEM PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS. ETR EXISTING TO REMAIN RI ROUGH IN ALL SIGNAGE SHALL COMPLY WITH ADA REQUIREMENTS. EWC ELECTRIC WATER COOLER RN RUBBER NOSING ALL ROOF AND/OR EXTERIOR PENETRATIONS SHALL BE REVIEWED AND APPROVED BY BUILDING OWNER. ROOFING CONTRACTOR EXIST EXISTING RO ROUGH OPENING SECTION MARK: EXISTING CONSTRUCTION: +a, SHALL BE APPROVED BY BUILDING OWNER ALL ROOF PATCHING MATERIAL MUST BE COMPATIBLE WITH EXISTING ROOFING. EXP EXPOSED SC SEALED CONCRETE TOP HALF- INDICATES COORDINATES ON SHEET EXISTING DOORS, WALLS, WINDOWS, SINKS, TOILETS, CABINETS, CONTRACTOR SHALL VERIFY TERMS OF EXISTING ROOF WARRANTY, ANY AND ALL NEW WORK SHALL BE PERFORMED IN STRICT EXT FAB EXTERIOR FLUID APPLIED BASE SCHED SGT SCHEDULE STRUCTURAL GLAZED TILE BOTTOM HALF -INDICATES ARCHITECTURAL SHEET NUMBER ETC. APPEAR HALF TONE CONFORMANCE WITH EXISTING WARRANTY IN ORDER THAT IT REMAINS IN FULL FORCE. CONTRACTOR SHALL HAVE ALL INSPECTION FAF FLUID APPLIED FLOORING 5HT SHEET ALJS AND CERTIFICATIONS DONE AND SHALL PROVIDE EVIDENCE THAT THE ROOF WARRANTY IS STILL IN EFFECT. 1�345 REGISTEREp FD FLOOR DRAIN SIM SIMILAR PROVIDE FURRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL AND PLUMBING ITEMS INDICATED IN THE ARCHITECT FDN FOUNDATION SLIP SLOPE FEDERAL WAY DRAWINGS. FEC FIRE EXTINGUISHER CABINET SPEC SPECIFICATIONS EXTERIOR ELEVATION MARK: WINDOW TYPE: ALL FINISH MATERIAL SHALL COMPLY WITH THE FLAME SPREAD CLASS AS IDENTIFIED IN LOCAL BUILDING CODES, FF FH FINISH FLOOR FIRE HYDRANT SQ SS SQUARE STAINLESS STEEL°' Ey TOP HALF - INDICATES COORDINATES ON SHEET yN1 REFER TO ARCHITECTURAL SHEETS) WITH WINDOW TYPES FOR ALL EXISTING SURFACE SHALL BE REFINISHED TO A LIKE NEW APPEARANCE PRIOR TO APPLICATION OF FINISH MATERIAL. PROVIDE HORIZONTAL FIREBLOCKING IN ALL WOOD FRAME WALLS AT 10'-0' O.C. FIREBLOCKING IN ACCORDANCE WITH IBC SEC. 718. KWANGHYUN BASK FILL FILLER ST STAIN BOTTOM HALF -INDICATES ARCHITECTURAL SHEET NUMBER FURTHER WINDOW INFORMATION STATE OF WASHINGTON GENERAL CONTRACTOR SHALL VERIFY, COORDINATE AND/OR INSTALL ANY SMOKE DETECTION AND/OR FIRE ALARM CONNECTIONS FIN FINISH STL STEEL r AS REQUIRED PER LANDLORD AND CITY. FL FLOW LINE STRUCT STRUCTURE/STRUCTURAL -' 1420 5 MAINTAIN FIRE RESISTANCE RATING FOR ALL TENANT DEMISING WALLS. FLR FLOOR T&G TONGUE & GROOVE GROUND FLOOR FINISH FLOOR REFERENCE DATUM EQUALS (0,0). REFER TO TOPOGRAPHIC SURVEY FOR ACTUAL SITE ELEVATION. FIR FIRE RATED TEMP TEMPERED INTERIOR ELEVATION MARK: D2 PARTITION TYPE: Northeast PROVIDE NEW FINISH FOR ALL EXISTING & NEW SURFACES, IF FINISH IS NOT REPRESENTED IN DOCUMENTS NOTIFY THE ARCHITECT FIRM FRP FRAME FIBERGLASS REINFORCED TERR THRU TERRAllO THROUGH ❑� ''�' TOP HALF- INDICATES COORDINATES ON SHEET REFER TO ARCHITECTURAL SHEETS) WITH PARTITION TYPES FOR Tacoma FOR CLARIFICATION OF FINISH. PREPARE EXISTING SUBSTRATE TO MATCH NEW SUBSTRATE PRIOR TO APPLICATION OF FINISH. DRAWING NO. FSE FOOD SERVICE EQUIPMENT TOG TOP OF CONCRETE BOTTOM HALF - INDICATES ARCHITECTURAL SHEET NUMBER WALL CONSTRUCTION PROJECT LOCATION ALGONA ALL EXTERIOR DOORS SHALL BE WEATHERSTRIPPED. ALL EXTERIOR JOINTS AROUND DOOR FRAMES AND WINDOWS AND ATALL FT FRITZ TILE TOJ TOP OF JOIST PENETRATIONS THRU BUILDING ENVELOPE SHALL BE SEALED USING SEALANT AND CAULKING. FTG FOOTING TOM TOP OF MASONRY GALV GB GALVANIZED GLAZED BLOCK TOS TP TOP OF STEEL TOILET PARTITION TEST BORING HOLE, WORK POINT 3 REVISION TAG GEN GENERAL TYP TYPICAL GFMU GROUND FACE MASONRY UNIT UL UNDERWRITERS LABORATORIES PACIFIC GL GLASS UNO UNLESS NOTED OTHERWISE Fite Heights GLB GLUE LAMINATED BEAM VB VINYL BASE G001 GYP GYPSUM VCT VINYL COMPOSITION TILE EXISTING ELEVATION 15 KEYED NOTE wyita HC HANDICAPPED VERT VERTICAL + NORTH HDWD HARDWOOD VIM VINYL MOLDING HDWR HARDWARE WI WITH m HK HIM HOUSEKEEPING HOLLOW METAL WC WD WATER CLOSET WOOD �" PROPOSED ELEVATION HM3 INTERIOR OPENING TYPE sa r�i�=o� HORIZ HORIZONTAL WF WOOD FLOORING + r.,a,°,,, SenMy Jun t,on PERMIT SET J UA22026 AIR LEAKAGE BOUNDARY AREA raft EXIT # DCC LOOAD REQD WIDTH PROVIDED WIDTH 2 8 1 1-6" 36" EXIT # OCC LOOAD REQD WIDTH PROVIDED WIDTH 2 8 1-6., 36" EXIT # OCC LOOAD REQD WIDTH PROVIDED WIDTH 2 7 1.4" 36" II - ~�� ti r�7 rr1 i r1 i I II �I II 7 II I IiE 5 2 t)IT 37 rt-_-_-_--y-------� F--------------- -----j -----_ _ I II II I I � AREA 6,339 SF I I I I I I I � I I I I I I I I. I,i Q III III c) PERIMETER 337 LF FUTURE TENANT IMPROVEMENT WORK I I I I i I I �I� III I I I I I I I I I I I I I I ICI ICI I I I I I I I I I I III ;I I I I I -- - - - - - - - - - - - - - - - rn ;I; ICI — ---- --- �— z - - - - - - - - - I- - - - - - - - -I - - - - - - - - ---- - --------------------------�- I I II II I I I I I I 1ST FLOOR AIR LEAKAGE TEST BOUNDARY AREA II II N.T.S. II II I I I I I I I I I I I I II II 4 SUITE 110 1 1 SUITE 120 SUITE 130 GROUP M i' GROUP M ;' GROUP M RETAIL RETAIL RETAIL 2172 SF 2132 SIF 1983 SF ---- 60 GROSS 60 GROSS 60 GROSS I I I I 37 OCC. 36 OCC. 34 OCC. I I I I I II II I I I I I I I I I I III jlj I I I I I I I I I II II I I I I I I I I I I I I I I I I I I I I I I BUILDING W-E SECTION - AIR LEAKAGE TEST BOUNDARY AREA I I I I N-T,S, I I II I I I I I I I I I I I BUILDING S-N SECTION - AIR LEAKAGE TEST BOUNDARY AREA N-T,S, AIR LEAKAGE BOUNDARY CALCULATIONS 1, 1 ST FLOOR AREA = 6,339 SF 2. 1ST FLOOR WALL PERIMETER = 337 LF 3, AVERAGE HEIGHT = 17' 4. TOTAL BOUNDARY AREA = (337 LF X 17') + (6,339 X 2) =18,407 SF 5. TOTAL BOUNDARY VOLUME = 6,337 SF X 17' = = 107,729 CF BUILDING AIR LEAKAGE TEST NOTES C402.5.1.2 BUILDING TEST. THE COMPLETED BUILDING SHALL BE TESTED AND THE AIR LEAKAGE RATE OF THE BUILDING ENVELOPE HALL NOT EXCEED 0.30 CFMIFT2 AT A PRESSURE DIFFERENTIAL OF 0.3 INCHES WATER GAUGE (1 .5 US X M2 AT 75 PA) AT THE UPPER 95 PERCENT CONFIDENCE INTERVAL IN ACCORDANCE WITH ASTM E 779 OR AN EQUIVALENT METHOD APPROVED BY THE CODE OFFICIAL. A REPORT THAT INCLUDES THE TESTED SURFACE AREA, FLOOR AREA, AIR BY VOLUME, STORIES ABOVE GRADE, AND LEAKAGE RATES SHALL BE SUBMITTED TO THE BUILDING OWNER AND THE CODE OFFICIAL. IF THE TESTED RATE EXCEEDS THAT DEFINED HERE, A VISUAL INSPECTION OF THE AIR BARRIER SHALL BE CONDUCTED AND ANY LEAKS NOTED SHALL BE SEALED TO THE EXTENT PRACTICABLE. AN ADDITIONAL REPORT IDENTIFYING THE CORRECTIVE ACTIONS TAKEN TO SEAL AIR LEAKS SHALL BE SUBMITTED TO THE BUILDING OWNER AND THE CODE OFFICIAL AND ANY FURTHER REQUIREMENT TO MEET THE LEAKAGE AIR RATE WILL BE WAIVED. 1. TEST SHALL BE ACCOMPLISHED USING EITHER (1) BOTH PRESSURIZATION AND DEPRESSURIZATION OR (2) PRESSURIZATION ALONE, BUT NOT DEPRESSURIZATION ALONE. THE TEST RESULTS SHALL BE PLOTTED AGAINST THE CORRECT P FOR PRESSURIZATION IN ACCORDANCE WITH SECTION 9.4 OF ASTM E779. 2- THE TEST PRESSURE RANGE SHALL BE FROM 25 PA TO 80 PA PER SECTION 8.10 OF ASTM E779, BUT THE UPPER LIMIT SHALL NOT BE LESS THAN 50 PA, AND THE DIFFERENCE BETWEEN THE UPPER AND LOWER LIMIT SHALL NOT BE LESS THAN 25 PA. 3. IF THE PRESSURE EXPONENT N IS LESS THAN 0.45 OR GREATER THAN 0-85 PER SECTION 9,6.4 OF ASTM E779, THE TEST SHALL BE RERUN WITH ADDITIONAL READINGS OVER A LONGER TIME INTERVAL. C406.9 REDUCED AIR INFILTRATION. AIR INFILTRATION SHALL BE VERIFIED BY WHOLE BUILDING PRESSURIZATION TESTING CONDUCTED IN ACCORDANCE WITH ASTM E779 OR ASTM E1827 BY AN INDEPENIDENT THIRD PARTY. THE MEASURED AIR LEAKAGE RATE OF THE BUILDING ENVELOPE SHALL NOT EXCEED 0.25 CFMIFT2 (2.0 LIS•M2) UNDER A PRESSURE DIFFERENTIAL OF 0.3 IN. WATER (75 PA), WITH THE CALCULATED SURFACE AREA BEING THE SUM OF THE ABOVE AND BELOW GRADE BUILDING ENVELOPE. A REPORT THAT INCLUDES THE TESTED SURFACE AREA, FLOOR AREA, AIR BY VOLUME, STORIES ABOVE GRADE, AND LEAKAGE RATES SHALL BE SUBMITTED TO THE CODE OFFICIAL AND THE BUILDING OWNER. 4 N E} IT # I OCC LOOAD REOD WIDTH PROVIDED WIDTH 1 i 8 1-6" 72" 0' 4' 8' 16' I EXIT # OCC LOOAD REQD WIDTH JPROVIDED WIDTH 1 $ 1 1-6" 72" 1ST FLOOR CODE PLAN 118" = 1'-0" EXIT # I OCC LOOAD REQD WIDTH PROVIDED WIDTH 1 7 1-4' 72', PLAN TRUE NORTH NORTH CODE SUMMARY SCOPE OF WORK: NEW RETAIL BUILDING ALONG SOUTH 348TH STREET FEDERAL WAY, WASHINGTON. THE BUILDING IS SINGLE STORY WITH RETAIL, PARKING IS LOCATED IN THE FRONT AND REAR OF THE BUILDING. REFERENCED BUILDING PERMIT # 12-102549-00-CO ZONING: CE (COMMERCIAL ENTERPRISE) CONSTRUCTION TYPE: TYPE V-B RISER ROOM SPRINKLER SYSTEM: AUTOMATIC SPRINKLER SYSTEM GROUP u APPLICABLE CODE: 2018 INTERNATIONAL BUILDING CODE (IBC) 50 SF 2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC) a pOO 2018 INTERNATIONAL FIRE CODE (IFC) 2009 ACCESSIBLE & USABLE BUILDINGS & FACILITIES (ICCIANSI A117.1) 2018 INTERNATIONAL ENERGY CONSERVATION CODE WITH WA ST AMENDMENTS WAC 51-50 WASHINGTON STATE BUILDING CODE (IBC) WAC 51-54A WASHINGTON STATE FIRE CODE (IFC) WAC 51-11C & 51-11R STATE BUILDING CODE ADOPTION AND AMENDMENT OF THE 2018 EDITION OF THE INTERNATIONAL ENERGYCONSERVATION CODE, COMMERCIAL FEDERAL WAY MUNICIPAL CODE EXISTING SITE AREA: 41,998 SF (0.96 ACRES) - - - NO CHANGE SETBACK: FRONT 5 FEET MIN.1 SIDE 5 FEET MIN. ! REAR 5 FEET MIN. PROPOSED FRONT: 57'-4" WEST SIDE: 10'-6" EAST SIDE : 100'-11 314" REAR: 74'-1 314" BUILDING HEIGHT: MAX. 40 FEET PROPOSED 30 FEET (T. 0. PARAPET) BUILDING AREA : BUILDING A (PROPOSED) = 6,339 SF BUILDING B ( EXISTING) = 5,250 SF -- - NO CHANGE OCCUPANCYGROUP: BUILDING A (PROPOSED) : M (MERCANTILE) BUILDING B ( EXISTING) M - -- NO CHANGE IBC 2018 CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS GROUP M, BUILDING CONSTRUCTION TYPE V-B W/ SPRINKLER SYSTEM SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES PER TABLE 504.3 : 60 FEET MAX. BUILDING HEIGHT - - - 30 FEET PROPOSED PER TABLE 504.4 : MAX. 2 STORY - - - SINGLE STORY PROPOSED SECTION 506 BUILDING AREA PER TABLE 506.2 : 36,000 SF MAX. - - - 6,339 SF PROPOSED IBC 2018 CHAPTER 6 TYPE OF CONSTRUCTION GROUP M, BUILDING CONSTRUCTION TYPE V-B Wf SPRINKLER SYSTEM PER TABLE 602 : FIRE -RESISTANCE RATING NOT REQUIRED FOR ALL EXTERIOR WALLS SOUTH, EAST & NORTH WALLS: X2 30' MIN. = 0 HR WEST WALL: 10'-6" TO THE PROPERTY LINE = 0 HR FOR GROUP M OCC. OCCUPANCY LOAD: PER IBC TABLE 1004.5 SUITE 110 : 2172 SF 160 SF(GROSS) = 37 OCC. SUITE 120 : 2132 SF 160 SF(GROSS) = 36 OCC. SUITE 130 : 1983 SF 160 SF(GROSS) = 34 OCC. RISER ROOM: 50 SF TOTAL = 108 OCCUPANTS EXIT & EGRESS WIDTH: PER IBC TABLE 1005.3.2 2 EXIT REQUIRED WHEN OCCUPANT LOAD IS OVER 50 6 EXITS PROVIDED - - - (3) 72" DOUBLE DOOR I (3) 36" DOOR PROVIDED PARKING: 1 FOR EACH 300 SQ, FT. OF GROSS FLOOR AREA REQUIRED = BUILDING A + B TOTAL 11,589 SF 1300 = 39 STALLS PROVIDED = 44 STALLS INCLUDING 2 ACCESSIBLE STALLS U I L ARCHITECTS 1800 136TH PL NE SUITE 207 BELLEVUE WASHINGTON 98005 T.425.654.5005 info@uilarchitects.com i J C") 0 OD VJ Z 0 Z Q Q J a LLJ LL Lu Lu U) 00 [yi O 0 r Z 04 V N ['VQ C T y m co C wr Py r � V! Q r— r— Z J w CL J H wuj LLI w Q z cl a a Q U � cn O o U cn U DRAINING REV. 10345 REGISTERED ARCHITECT KWANGHYUN BASK STATE OF WASHINGTON DRAWING NO. G002 PERMIT SET 1 UA22026 U I L ARCHITECTS 2018 WSEC Compliance Forms for Commercial Buildings including Group R2, R3 & R4 over 3 stories and all R1 Administered by: @2023 NEEA, All rights reserved 1800 136TH PL NE SUITE 207 BELLEVUE WASHINGTON 98005 T.425,654,5005 info@uilarchitects.com co 0 (D o Z z — 1:J Q J Q J w — ❑ Lt_ W W � U) 2 00 co 0 U) 0 M M 0 co u0 r r CI) � W Q L] Z Q J 0 w U W W w w 0 z_ W Z J w o W DRAINING REV. 10345 REGISTERED ARCHITECT KWANGHYUN BAEK STATE OF WASHINGTON DRAINING NO. G003 ENVELOPE COMPLIANCE SUMMARY = Project & Applicant Information Project Title ASSA2 Retail Building - 2018 WSEC For Building Department Use: l Date: Jun 22, 2U23 Project Address 142D S 348TH ST Federal Way, WA 98DD3 Applicant Name KWANGHYUN BAEK Applicant Phone 425-635-8914 Applicant Email dkb@uilarchitects.com For questions about this report, contact WSEC Commercial Technical Support at 36�D-539-53DD or via email at com.techsupport@waenergycodes.com General Occupancy All Commercial General Building Use Type(s) Retail, General Sales Building Cond. Floor Area fi>339 Project Scope Shell &Core Space Conditioning Categories Fully Conditioned Project Cond. Floor Area fi,339 Floors Abase Grade Envelope Compliance Scope Space Conditioning Category Compliance Method WWRISRR per Catego UA Calculation Adjustment Fenestration Alternates Compliance Verification Air Barrier Testing Air barrier testing included in project scope Air Barrier Comments Project Title ASSA2 Retail Building - 2D1$ WSEC Date Jun 22, 2D23 Scope &Space Conditioning Compliance Verification RUN COMPLIANCE Window -to -wall Ratio {{wwr scc semi heated}} Skylight -to -roof -ratio {{srr scc semi heated}} Vertical Fenestration Alternate Na alternates selected Project Title ASSA2 Retail building - 2018 WSEC ©ate Jun 22, 2D23 Scope & Space Conditioning SHELL & CORE -FULLY CONDITIONED Compliance Verification COMPLIES ,Window -to -wall Ratio 14.79°Io Skylight -to -roof -ratio D°Ia Vertical Fenestration Alternate No alternates selected Opaque Envelope Assemblies Insulation R-Values Roof/Ceiling Location in PERMIT SET 1 UA22026 U I L ARCHITECTS co -------- ------------ L5 12" PINE � - -�CKY---_---- y FH V11 1 8 0 0 1 3 6 T H P L NE SUITE 2 0 7 EC BELLEVUE WASHINGTON 98005 h — T.425.654.5005 info@uilarchitects.com SIDEWALK VC t T] EC �JF '•. fi' SHRUB � �----------- `�� LS EC - r-�-_ _ _---------------------------------- - �-- -"`----------------__------ D ------------------------------------------------------------------------------------- B ' CYCLONE FENCE C'-------- --___ - - ---- __--------------- ----------------- ---- , L5 h4 Z -CYCLONE FENCE --14 - -- j--------------3----- -- --- ��— . ---- ;`L5 EC 34" - - P P J -- - _- - - ICB(2) 2" h (D 1 h 25' LS ; 1 Z 1 ❑ `� h 4''5 15 Z h = ' f 24" j 1 SSMH 18 < ' L y �� a 14" NEW CONC PAVING I 473 SF 1 1 J QN \ I�, B h 4" h fi" •. SSC ' h 3" 3" f J W 11 vc �( ,'g OW 16' 'fr5 S 35'-6" 65'-6* SSCO -- = f 9 - 2-80 LL w EQ.1 'r. j W fj S" , W Lu � wl h U] U j g 5! 1 I r�- 2 g 5 �r 1-- 4" Li � 00 00 ' r 14" ,� h1 co 8" go I,' L I B V , 2 `� g � n 21 „ w 3 cn v , a 24 NEVI! BUILDING EXISTING BUILDING Pi I o 31 g ��: 6,339 SF 5,250 SF B i CN g 5» 2„ NIC. „ , h g yfi„ g ,1 I IN 15„ I I NI 39 SF " IN � CANOPY 1 g 1 � , +� FC I g Z C%4 N 1It N UNKNOW C\j FLANGE 0 � j J I IN jLUNE FENCE GATE / _ M g' +'. B SIDEWALK 1 W r' Og 7" P CANOP ', CANOPY LINE 1-`T WATER � Lin ' ? 8 S m ABOVE. TYP. VAULT Li V f - z `•+ h 2 NE CONIC 1AViNG h 2" h 2" JLIJ 685f F �< W a W i B FCO _--- �� \ Q Q Z3 TWIN�D __--�1'---' - ------ 4" PB 3 LS 4" : r' h 4" LS------WM — �„---- GV { r-l�r j + f,• T LMgT�� ` OPP DRAWING REV. --- _ — — — % 14" MA❑BONA ��ic4�}-~�� o WM �_V '4! WV e� ---- ' -----— —---------- --- P r• N - - WATER o° SSMH 12 - , �y ` RETAINING WALL 280 9"h TREE WE(TYP.) LL NP h `F6--h- LS h 5"� h7 VC&G P ICB �� I pB ( 3) 10345 REGISTERED TRUE AREA CALCULATIONS ARCHITECT NORTH 0' 10' 20' 40' G NEW BUILDING: 6,339 SF SITE PLAN -PROPOSED KWANGHYUN BAEK 1" - 20'-0" NEW CONC. PAVING: 473 SF STATE OF WAS HINGTON Q NEW CONC, PAVING: 685 SF IS CANOPY ABOVE: 39 SF CANOPY ABOVE : 6 SF DRAWING NO. G004 PERMIT SET J UA22026 305 CLEAR FLOOR SPACE 404 Doors and Doorways 404.2.3.4 DOORWAYS WITHOUT DOORS. DOORWAYS WITHOUT DOORS THAT ARE LESS THAN 36 INCHES (915MM) IN WIDTH SHALL HAVE 703,3 RAISED CHARACTERS. 305.2 FLOOR SURFACES. FLOOR SURFACES OF A CLEAR FLOOR SPACE SHALL COMPLY WITH SECTION 302. CHANGES IN LEVEL ARE NOT 404.2.1 DOUBLE -LEAF DOORS AND GATES. AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL COMPLY WITH MANEUVERING CLEARANCES COMPLYING WITH TABLE 404.2.3.4 703.3.1 GENERAL. RAISED CHARACTERS SHALL COMPLY WITH SECTION 703.3, AND SHALL BE DUPLICATED IN BRAILLE COMPLYING WITH PERMITTED WITHIN THE CLEAR FLOOR SPACE. SECTIONS 404.2.2 AND 404.2.3- SECTION 703.4. 305.3 SIZE. THE CLEAR FLOOR SPACE SHALL BE 48 INCHES (1220 MM) MINIMUM IN LENGTH AND 30 INCHES (760 MM) MINIMUM IN WIDTH- 404.2.2 CLEAR WIDTH. DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32 INCHES (815 MM) MINIMUM. CLEAR OPENING WIDTH OF TABLE 404.2.3.4 - MANEUVERING CLEARANCES FOR DOORWAYS WITHOUT DOORS 703.3.2 DEPTH. RAISED CHARACTERS SHALL BE RAISED 1132 INCH (0.8 MM) MINIMUM ABOVE THEIR BACKGROUND- 305.4 KNEE AND TOE CLEARANCE. UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES. 703.3.3 CASE. CHARACTERS SHALL BE UPPERCASE. TOE CLEARANCE COMPLYING WITH SECTION 306. OPENINGS MORE APPROACH DIRECTION MINIMUM MANEUVERING CLEARANCES PERPENDICULAR TO DOORWAY 703.3.4 STYLE. CHARACTERS SHALL BE SANS SERIF. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF 305.7 ALCOVES. IF A CLEAR FLOOR SPACE IS IN AN ALCOVE OR OTHERWISE CONFINED ON ALL OR PART OF THREE SIDES, ADDITIONAL THAN 24 INCHES (610 MM) IN DEPTH AT DOORS AND DOORWAYS WITHOUT DOORS SHALL PROVIDE A CLEAR OPENING WIDTH OF 36 INCHES FROM FRONT 48 INCHES (1220 MM) OTHER UNUSUAL FORMS - MANEUVERING CLEARANCES COMPLYING WITH SECTIONS 305.7.1 AND 305.7.2 SHALL BE PROVIDED, AS APPLICABLE. 305.7.1 PARALLEL (915 MM) MINIMUM. THERE SHALL BE NO PROJECTIONS INTO THE CLEAR OPENING WIDTH LOWER THAN 34 INCHES (865 MM) ABOVE THE 703.3.5 CHARACTER HEIGHT. THE UPPERCASE LETTER "I" SHALL BE USED TO DETERMINE THE ALLOWABLE HEIGHT OF ALL CHARACTERS L ARCHITECTS APPROACH. WHERE THE CLEAR FLOOR SPACE IS POSITIONED FOR A PARALLEL APPROACH, THE ALCOVE SHALL BE 60 INCHES (1525 MM) FLOOR. PROJECTIONS FROM SIDE 42 INCHES (1065 MM) OF A FONT. THE HEIGHT OF THE UPPERCASE LETTER "I" OF THE FONT, MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER, MINIMUM IN WIDTH WHERE THE DEPTH EXCEEDS 15 INCHES (380MM). INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES (865MM) AND 80 INCHES (2030 MM) ABOVE THE FLOOR SHALL NOT EXCEED 4 SHALL BE 518 INCH (16 MM) MINIMUM, AND 2 INCHES (51 MM) MAXIMUM. 305.7.2 FORWARD APPROACH. WHERE THE CLEAR FLOOR SPACE IS POSITIONED FOR A FORWARD APPROACH, THE ALCOVE SHALL BE 36 INCHES (100 MM). 404.3 AUTOMATIC DOORS. AUTOMATIC DOORS AND AUTOMATIC GATES SHALL COMPLY WITH SECTION 404.3. FULL POWERED AUTOMATIC EXCEPTION: WHERE SEPARATE RAISED AND VISUAL CHARACTERS WITH THE SAME INFORMATION ARE PROVIDED, THE HEIGHT OF THE INCHES (915 MM) MINIMUM IN WIDTH WHERE THE DEPTH EXCEEDS 24 INCHES (610MM). DOORS SHALL COMPLY WITH ANSIIBHMA A 156.10 LISTED IN SECTION 105.2.4. POWER -ASSIST AND LOW -ENERGY DOORS SHALL COMPLY RAISED UPPERCASE LETTER "I" SHALL BE PERMITTED TO BE 112 INCH (13 MM) MINIMUM. 1 8 0 0 1 3 6 T H P L NE SUITE 2 0 7 32 min 32 min WITH ANSIIBHMA A 156-19 LISTED IN SECTION 105.2.3. 703.3.6 CHARACTER WIDTH. THE UPPERCASE LETTER "0" SHALL BE USED TO DETERMINE THE ALLOWABLE WIDTH OF ALL BELLEVUE W A S H I N G T Q N 9 8 0 0 5 48 min 00, 60 min 404.3.1 CLEAR WIDTH. DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32 INCHES (815 MM) IN POWER -ON AND POWER -OFF MODE. CHARACTERS OF A FONT. THE WIDTH OF THE UPPERCASE LETTER "0" OF THE FONT SHALL BE 55 PERCENT MINIMUM AND110 PERCENT T. 425.654.5005 info@uilarchitects.com THE MINIMUM CLEAR OPENING WIDTH FOR AUTOMATIC DOOR SYSTEMS SHALL BE BASED ON THE CLEAR OPENING WIDTH PROVIDED WITH MAXIMUM OF THE HEIGHT OF THE UPPERCASE "I" OF THE FONT. (B) SLIDING DOOR ALL LEAFS IN THE 703.3.7 STROKE WIDTH. RAISED CHARACTER STROKE WIDTH I SHALL COMPLY WITH SECTION 703.3.7. THE UPPERCASE LETTER "I" OF THE OPEN POSITION. FONT SHALL BE USED TO DETERMINE THE ALLOWABLE STROKE WIDTH OF ALL CHARACTERS OF A FONT. ry 90� 36 min 404.3.2 MANEUVERING CLEARANCES. MANEUVERING CLEARANCES AT POWER -ASSISTED DOORS SHALL COMPLY WITH SECTION 404.2.3. 703.3.7.1 MAXIMUM. THE STROKE WIDTH SHALL BE 15 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I" MEASURED AT x00 404.3.3 THRESHOLDS. THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTION 404.2.4. THE TOP SURFACE OF THE CHARACTER, AND 30 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I" MEASURED AT THE i0 0 } E D x 32 min404.3.4 TWO DOORS IN SERIES. DOORS IN SERIES SHALL COMPLY WITH SECTION 404-2.5. BASE OF THE CHARACTER. 404.3.5 CONTROL SWITCHES. MANUALLY OPERATED CONTROL SWITCHES SHALL COMPLY WITH SECTION 309. THE CLEAR 703.3.7.2 MINIMUM. WHEN CHARACTERS ARE BOTH VISUAL AND RAISED, THE STROKE WIDTH SHALL BE 10 PERCENT MINIMUM OF THE co FLOOR SPACE ADJACENT TO THE CONTROL SWITCH SHALL BE LOCATED BEYOND THE ARC OF THE DOOR SWING.. HEIGHT OF THE UPPERCASE LETTER"I". 0 604 WATER CLOSETS AND TOILET COMPARTMENTS 703.3.8 CHARACTER SPACING. CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT RAISED 0 (A) HINGED DOOR (C) FOLDING DOOR (D) DOORWAYS WITHOUT DOORS 604.1 GENERAL- ACCESSIBLE WATER CLOSETS AND TOILET COMPARTMENTS SHALL COMPLY WITH SECTION 604. COMPARTMENTS CHARACTERS WITHIN A MESSAGE, EXCLUDING WORD SPACES. SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE 118 INCH 00 a7 FIG. 305.3 SIZE OF CLEAR FLOOR SPACE FIG. 305.7 MANEUVERING CLEARANCE IN AN ALCOVE 36 min CONTAINING MORE THAN ONE PLUMBING FIXTURE SHALL COMPLY WITH SECTION 603. WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL (3.2 MM) MINIMUM MEASURED AT THE TOP SURFACE OF THE CHARACTERS, 1116 INCH (1.6 MM) MINIMUM MEASURED AT THE BASE OF THE Z FIG, 404.2.2 CLEAR WIDTH OF DOORWAYS COMPLY WITH SECTION 604.9. AMBULATORY ACCESSIBLE COMPARTMENTS SHALL COMPLY WITH SECTION 604.10. CHARACTERS, AND FOUR TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM. CHARACTERS SHALL BE SEPARATED FROM RAISED 306 KNEE AND TOE CLEARANCE 604.2 LOCATION. THE WATER CLOSET SHALL BE LOCATED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE BORDERS AND DECORATIVE ELEMENTS 318 INCH (9.5MM) MINIMUM. 404.2.3 MANEUVERING CLEARANCES. MINIMUM MANEUVERING CLEARANCES AT DOORS SHALL COMPLY WITH SECTION 404.2-3 AND SHALL OF THE WATER CLOSET SHALL BE 16 INCHES (405 MM) MINIMUM AND 18 INCHES (455 MM) MAXIMUM FROM THE SIDE WALL OR PARTITION. 703.3.9 LINE SPACING. SPACING BETWEEN THE BASELINE OF SEPARATE LINES OF RAISED CHARACTERS WITHIN A MESSAGE SHALL BE 135 I- 306.2.1 GENERAL. SPACE BENEATH AN ELEMENT BETWEEN THE FLOOR AND 9 INCHES (230 MM) ABOVE THE FLOOR SHALL BE CONSIDERED INCLUDED THE FULL CLEAR OPENING WIDTH OF THE DOORWAY. REQUIRED DOOR MANEUVERING CLEARANCES SHALL NOT INCLUDE WATER CLOSETS LOCATED IN AMBULATORY ACCESSIBLE COMPARTMENTS SPECIFIED IN SECTION 604.10 SHALL HAVE THE CENTERLINE PERCENT MINIMUM AND 170 PERCEN MAXIMUM OF THE RAISED CHARACTER HEIGHT. TOE CLEARANCE AND SHALL COMPLY WITH SECTION 306. KNEE AND TOE CLEARANCE. OF THE WATER CLOSET 17 703.3.10 HEIGHT ABOVE FLOOR. RAISED CHARACTER SHALL BE 48 INCHES (1220 MM) MINIMUM ABOVE THE FLOOR, MEASURED TO THE Z 306.2.2 MAXIMUM DEPTH. TOE CLEARANCE SHALL BE PERMITTED TO EXTEND 25 INCHES (635 MM) MAXIMUM UNDER AN ELEMENT. 404.2.3.2 SWINGING DOORS. SWINGING DOORS SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE 404.2.3.2. INCHES (430 MM) MINIMUM AND 19 INCHES (485 MM) MAXIMUM FROM THE SIDE WALL OR PARTITION- BASELINE OF THE LOWEST RAISED = 306.2.3 MINIMUM DEPTH. WHERE TOE CLEARANCE IS REQUIRED AT AN ELEMENT AS PART OF A CLEAR FLOOR SPACE COMPLYING WITH 604.3.1 CLEARANCE WIDTH. CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES (1525 MM) MINIMUM IN WIDTH, MEASURED CHARACTER AND 60 INCHES (1525 MM) MAXIMUM ABOVE THE FLOOR, MEASURED TO THE BASELINE OF THE HIGHEST RAISED CHARACTER. ❑ U] SECTION 305, THE TOE CLEARANCE SHALL EXTEND 17 INCHES. TYPE OF USE MINIMUM CLEARANCES NOTES PERPENDICULAR FROM THE SIDEWALL. EXCEPTION: RAISED CHARACTERS FOR ELEVATOR CAR CONTROLS SHALL NOT 6E REQUIRED TO COMPLY WITH SECTION 703.3.10. Q 306.2.5 WIDTH. TOE CLEARANCE SHALL BE 30 INCHES (760 MM) MINIMUM IN WIDTH. - 604.3.2 CLEARANCE DEPTH- CLEARANCE AROUND THE WATER CLOSET SHALL BE 56 INCHES 1420 MM MINIMUM IN DEPTH, MEASURED 703.3.11 LOCATION. WHERE A SIGN CONTAINING RAISED CHARACTERS AND BRAILLE IS PROVIDED AT A DOOR, THE SIGN SHALL BE 306.3.1 GENERAL. SPACE BENEATH AN ELEMENT BETWEEN 9 INCHES 230 MM AND 27 INCHES 685 MM ABOVE THE FLOOR SHALL BE Approach Door { ] ( } ( J Perpendicular to Door (i) Beyond Latch Parallel to Door 1. Add 6 inches PERPENDICULAR FROM THE REAR WALL. ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A SIGN CONTAINING RAISED CHARACTERS AND BRAILLE 15 PROVIDED AT DOUBLE CONSIDERED KNEE CLEARANCE AND SHALL COMPLY WITH SECTION 306.3. Direction Side (150 mm) if closer 604.3.3 CLEARANCE OVERLAP. THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL 8E LOCATED ON THE INACTIVE LEAF. WHERE A SIGN CONTAINING RAISED CHARACTERS >_ 306.3.2 MAXIMUM DEPTH. KNEE CLEARANCE SHALL BE min From Front Pull 60" 18" and latch provided. CLOSET, ASSOCIATED GRAB BARS, PAPER DISPENSERS, SANITARY NAPKIN RECEPTACLES, COAT HOOKS, SHELVES, ACCESSIBLE ROUTES, AND BRAILLE IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAVES, THE SIGN SHALL BE TO THE RIGHT OF THE RIGHT-HAND DOOR, Q PERMITTED TO EXTEND 25 H. INCHES K EE CLEARMAXIMUNCE IS 2. Add 6 inches CLEAR FLOOR SPACE AT OTHER FIXTURES AND THE TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE WITHIN THE WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE OF A SINGLE DOOR, OR TO THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE AN ELEMENT AT 9 INCHES (230 MM) ABOVE THE FLOOR. From Front Push 48" 0" (3j (150 mm) if closer REQUIRED WATER CLOSET CLEARANCE. ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING RAISED CHARACTERS AND BRAILLE SHALL BE LOCATED SO THAT A CLEAR FLOOR 306.3.3 MINIMUM DEPTH. WHERE KNEE CLEARANCE IS provided. J From Hinge Pull 60" 36" 604.4 HEIGHT. THE HEIGHT OF WATER CLOSET SEATS SHALL BE 17 INCHES (430 MM) MINIMUM AND 19 INCHES (485 MM) MAXIMUM ABOVE AREA 18 INCHES (455 MM) MINIMUM BY 18 INCHES (455MM) MINIMUM, CENTERED ON THE RAISED CHARACTERS IS PROVIDED BEYOND THE Q REQUIRED 3. Add 12 inches THE FLOOR, MEASURED TO THE TOP OF THE SEAT. SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION. ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. � COMPLYING WITH SECTION 305, THE KNEE CLEARANCE SHALL BENEATH AN ELEMENT PART OF A CLEAR FLOOR SPACE From Hinge Pull 54" 42" latch if closer oser and beyond EXCEPTION: A WATER CLOSET IN A TOILET ROOM FOR A SINGLE OCCUPANT, ACCESSED ONLY THROUGH A PRIVATE OFFICE AND NOT FOR EXCEPTION: SIGNS CONTAINING RAISED CHARACTERS AND BRAILLE SHALL BE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS J uJ O�_ latc 8E 11 INCHES 280 MM MINIMUM IN DEPTH AT 9 INCHES 230 From Hinge Push 42"(1) 22"(3 & 4) COMMON USE OR PUBLIC USE, SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 604.4. AND WITHOUT HOLD -OPEN DEVICES. ❑ ( ) ( E latch provided. MM ABOVE THE FLOOR, AND 8 INCHES 205 MM MINIMUM IN 9 r` " 664.5 GRAB BARS. GRAB BARS FOR WATER CLOSETS SHALL COMPLY WITH SECTION 609 AND SHALL BE PROVIDED IN ACCORDANCE WITH 703.3.12 FINISH AND CONTRAST. CHARACTERS AND THEIR BACKGROUND SHALL HAVE ANON -GLARE FINISH. CHARACTERS SHALL uJ ] { ) N g From Latch Pull 48 s�] 24" 4. Beyond hinge SECTIONS 604.5.1 AND 604.5.2. GRAB BARS SHALL BE PROVIDED ON THE REAR WALL AND ON THE SIDE WALL CLOSEST TO THE WATER CONTRAST WITH THEIR BACKGROUND WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND, OR DARK CHARACTERS ON A LIGHT LL DEPTH AT 27 INCHES {685 MM) ABOVE THE FLOOR. side. CLOSET. BACKGROUND. 3CLEARANCE REDUCTION. BETWEEN 9 INCHES (230 MM) From Latch Push 42" (z} 2411 EXCEPTIONS: EXCEPTION: WHERE SEPARATE RAISED CHARACTERS AND VISUAL CHARACTERS WITH THE SAME INFORMATION ARE PROVIDED, RAISED ~ ANDND 227 INCHES (685 MM) ABOVE THE FLOOR, THE KNEE W CLEARANCE SHALL BE PERMITTED TO BE REDUCED AT A TABLE 404.2.3.2 - MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS 1. GRAB BARS ARE NOT REQUIRED TO BE INSTALLED IN A TOILET ROOM FOR A SINGLE OCCUPANT, ACCESSED ONLY THROUGH A PRIVATE CHARACTERS ARE NOT REQUIRED TO HAVE NONGLARE FINISH OR TO CONTRAST WITH THEIR BACKGROUND. W RATE OF 1 INCH (25 MM) IN DEPTH FOR I EACH 6 INCHES (150 OFFICE AND NOT FOR COMMON USE OR PUBLIC USE, PROVIDED REIN FORCEMENT.HAS BEEN INSTALLED IN WALLS AND LOCATED SO AS 703.4 BRAILLE. Uj MM) IN HEIGHT. TO PERMIT THE INSTALLATION OF GRAB BARS COMPLYING WITH SECTION 604.5, 703.4.1 GENERAL. BRAILLE SHALL BE CONTRACTED (GRADE 2) BRAILLE AND SHALL COMPLY WITH SECTION 703.4. 306.3.5 WIDTH. KNEE CLEARANCE SHALL BE 30 INCHES (760 fi max 1 1 min 2. IN DETENTION OR CORRECTION FACILITIES, GRAB BARS ARE NOT REQUIRED TO BE INSTALLED IN HOUSING OR HOLDING CELLS OR 703.4.2 UPPERCASE LETTERS- THE INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BE USED BEFORE THE FIRST WORD MM) MINIMUM IN WIDTH. ROOMS THAT ARE SPECIALLY DESIGNED WITHOUT PROTRUSIONS FOR PURPOSES OF SUICIDE PREVENTION. OF SENTENCES, PROPER NOUNS AND NAMES, INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS, OR ACRONYMS. FIG, 306.2 TOE CLEARANCE FIG. 306.3 KNEE CLEARANCE " Where both closer and latch are provided 604.5.1 FIXED SIDE WALL GRAB BARS. FIXED SIDE -WALL GRAB BARS SHALL BE 42 INCHES (1065 MM) MINIMUM IN LENGTH, LOCATED 12 703.4.3 DIMENSIONS. BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH TABLE 703.4.3. 2 4>INCHES (305 MM) MAXIMUM FROM THE REAR WALL AND EXTENDING 54 INCHES (9370 MM) MINIMUM FROM THE REAR WALL. IN ADDITION, A 703.4.4 POSITION. BRAILLE SHALL BE BELOW THE CORRESPONDING TEXT IF TEXT IS MULTILINED, BRAILLE SHALL BE PLACED BELOW � 307 PROTRUDING OBJECTS VERTICAL GRAB BAR 18 INCHES (455 MM) MINIMUM IN LENGTH SHALL BE MOUNTED WITH THE BOTTOM OF THE BAR LOCATED 39 P INCHES ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 318 INCH (9.5 MM) MINIMUM FROM ANY OTHER RAISED CHARACTERS AND 318 INCH (9.5 MM) 00 307.2 PROTRUSION LIMITS. OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES (685 MM) AND NOT MORE THAN 80 INCHES (2030 MM) (990 MM) MINIMUM AND 41 INCHES (1040 MM) THE BAR LOCATED 39 INCHES (990 MM) MINIMUM AND 41 INCHES (1040 MM) MAXIMUM FROM MINIMUM FROM RAISED M ABOVE THE FLOOR SHALL PROTRUDE 4 INCHES (100 MM) MAXIMUM HORIZONTALLY INTO THE CIRCULATION PATH. E E THE REAR WALL. EXCEPTION: THE VERTICAL GRAB BAR AT WATER CLOSETS PRIMARILY FOR CHILDREN'S USE SHALL COMPLY WITH BORDERS AND DECORATIVE ELEMENTS. BRAILLE PROVIDED ON ELEVATOR CAR CONTROLS SHALL BE SEPARATED 3116 INCH (4.8MM) 307.3 POST -MOUNTED OBJECTS. OBJECTS ON POSTS OR PYLONS SHALL BE PERMITTED TO OVERHANG 4 INCHES (100MM) MAXIMUM o E SECTION 609.4.2. MINIMUM EITHER DIRECTLY BELOW OR ADJACENT TO THE CORRESPONDING RAISED CHARACTERS OR SYMBOLS.36 �n _ WHERE MORE THAN 27 INCHES (685 MM) AND NOT MORE THAN 80 INCHES (2030 MM) ABOVE THE FLOOR. OBJECTS ON MULTIPLE POSTS OR 18 min Itmm 604.5,2 REAR WALL GRAB BARS- THE REAR WALL GRAB BAR SHALL BE 36 INCHES (915 MM) MINIMUM IN LENGTH, AND EXTEND FROM THE 703.4.5 MOUNTING HEIGHT. BRAILLE SHALL BE 48 INCHES (1220 MM) MINIMUM AND 60 INCHES (1525 MM) MAXIMUM ABOVE THE FLOOR, U PYLONS WHERE THE 2 min- CENTERLINE OF THE WATER CLOSET 12 INCHES (305 MM) MINIMUM ON THE SIDE CLOSEST TO THE WALL, AND 24 INCHES (610 MM) MEASURED TO THE BASELINE OF THE BRAILLE CELLS. CLEAR DISTANCE BETWEEN THE POSTS OR PYLONS IS GREATER THAN 12 INCHES (305 MM) SHALL HAVE THE LOWEST EDGE OF SUCH MINIMUM ON THE TRANSFER SIDE. EXCEPTION: ELEVATOR CAR CONTROLS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 703.4.5. a OBJECT EITHER 27 INCHES (685 MM) MAXIMUM OR 80 INCHES (2030 MM) MINIMUM ABOVE THE FLOOR. EXCEPTIONS: 703.5 PICTOGRAMS. 307.4 VERTICAL CLEARANCE. VERTICAL CLEARANCE SHALL BE 80 INCHES (2030 MM) MINIMUM. RAILS OR OTHER BARRIERS SHALL BE 1. THE REAR GRAB BAR SHALL BE PERMITTED TO BE 24 INCHES (610 MM) MINIMUM IN LENGTH, CENTERED 703.5.1 GENERAL. PICTOGRAMS SHALL COMPLY WITH SECTION 703.5. PROVIDED WHERE THE VERTICAL CLEARANCE IS LESS THAN 80 INCHES (2030 MM). THE LEADING EDGE OF SUCH RAILS OR BARRIER SHALL ON THE WATER CLOSET, WHERE WALL SPACE DOES NOT PERMIT A GRAB BAR 36 INCHES (915MM) MINIMUM IN LENGTH DUE TO THE 703.5.2 PICTOGRAM FIELD. PICTOGRAMS SHALL HAVE A FIELD 6 INCHES (150 MM) MINIMUM IN HEIGHT. CHARACTERS OR BRAILLE SHALL CN BE LOCATED 27 INCHES (685 MM) MAXIMUM ABOVE THE FLOOR. (a) Front Approach, Full Side (b) Frdpt Approach, (c) Hinge Approach, Pull Side LOCATION OF A RECESSED FIXTU RE ADJACENT TO THE WATER CLOSET. NOT BE LOCATED IN THE PICTOGRAM FIELD. 4 max Push 5 de 2. WHERE AN ADMINISTRATIVE AUTHORITY REQUIRES FLUSH CONTROLS FOR FLUSH VALVES TO BE LOCATED IN A POSITION THAT 703.5.3 FINISH AND CONTRAST. PICTOGRAMS AND THEIR FIELDS SHALL HAVE A NONGLARE FINISH. PICTOGRAMS SHALL CONTRAST WITH r �aa CONFLICTS WITH THE LOCATION OF THE REAR GRAB BAR, THAT GRAB BAR SHALL BE PERMITTED TO BE SPLIT OR SHIFTED TO THE OPEN THEIR FIELDS, WITH EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A DARK PICTOGRAM ON A LIGHT FIELD. SIDE OF THE TOILET AREA. 703.6 SYMBOLS OF ACCESSIBILITY. 39-41 703.6.1 GENERAL. SYMBOLS OF ACCESSIBILITY SHALL COMPLY WITH SECTION 703.6. - 36 min 12 min 703.6.2 FINISH AND CONTRAST. SYMBOLS OF ACCESSIBILITY AND THEIR BACKGROUNDS SHALL HAVE A NON -GLARE FINISH. SYMBOLS OF 54 min P ACCESSIBILITY SHALL CONTRAST WITH THEIR BACKGROUNDS, WITH EITHER A LIGHT SYMBOL ON A DARK BACKGROUND OR A DARK " 48" in. where both closer and latch are provided 12 max 24 min SYMBOL ON A LIGHT BACKGROUND. 0) Z 4> V_E co co o o -co 0--_ 42 min a N 6 A N � v o E Z C'7 C'r) N X m 42 min E 22 min t r N I IRA RY n Section 609.4 m 1 X cn o r Is 'Corn com Cb cn J. FIG. 307.2 LIMITS OF PROTRUDING OBJECTS FIG. 307.4 REDUCED VERTICAL CLEARANCE (d) Hinge Approach, Pull Side (e) Hinge Approach, a _ N 9 E Push Side Side Wall Rea Wall 606 LAVATORIES AND SINKS LL1 Z 606.2 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE COMPLYING WITH SECTION ~ ¢ w 305.3, POSITIONED FOR FORWARD APPROACH, SHALL BE PROVIDED. KNEE AND 18 min 0 _ * 54" min. where closer and is provided ` 48" min. where closer is provided TOE CLEARANCE COMPLYING WITH SECTION 306 SHALL BE PROVIDED. THE DIP nalr<a r _ 1--_ 54" z w 0 OF THE OVERFLOW SHALL NOT BE CONSIDERED IN DETERMINING KNEE AND _ i�: U _j w � Fig. 703.3.11 Intemational Symbol of Q � f TOE CLEARANCES. Q u] 0 X > 12 E Fig. 703.3.5 Character Height Location of Tactile Signs at Doors Accessibility o �U 4// EXCEPTIONS. INSULATE ALL 4 max 4 max 3osro r L 1. A PARALLEL APPROACH COMPLYING WITH SECTION 305 AND CENTERED ON EXPOSED PIPING 0 7 100 100 r UNDER SINKS 904 SALES AND SERVICE COUNTERS Z '� 24 min E THE SINK, SHALL BE PERMITTED TO I A KITCHEN SINK IN A SPACE WHERE A Li "' E x' 12 COOK TOP OR CONVENTIONAL RANGE 15 NDT PROVIDED, 904.1 GENERAL. ACCESSIBLE SALES AND SERVICE COUNTERS AND WINDOWS SHALL DRAWING REV. r` W COMPLY WITH SECTION 904 AS APPLICABLE. LL N 5. THE REQUIREMENT FOR KNEE AND TOE CLEARANCE SHALL NOT APPLY TO MORE THAN ONE BOWL OF A MULTI BOWL SINK. o < EXCEPTION: DRIVE UP ONLY SALES OR SERVICE COUNTERS AND WINDOWS ARE NOT a � REQUIRED TO COMPLY WITH SECTION 904. (a) {b} 6. A PARALLEL APPROACH COMPLYING WITH SECTION 305 AND CENTERED ON ° CO 904.2 APPROACH- ALL PORTIONS OF COUNTERS REQUIRED TO BE ACCESSIBLE SHALL BE THE SINK, SHALL BE PERMITTED AT WET BARS. a o FIG- 307-3 POST -MOUNTED PROTRUDING OBJECTS 606.3 HEIGHT. THE FRONT OF LAVATORIES AND SINKS SHALL BE 34 INCHES ' f ~ ~ LOCATED ADJACENT TO A WALKING SURFACE COMPLYING WITH SECTION 403. ($65MM) MAXIMUM ABOVE THE FLOOR, MEASUREDTO THE HIGHER OF THE RIM i 904.3 SALES AND SERVICE COUNTERS. SALES AND SERVICE COUNTERS SHALL COMPLY 20-25 Max(f) Latch Approach, Pull Side (g) Latch proach, OR COUNTER SURFACE. \ N N o Lq uj WITH SECTION 904.3.1 OR 904.3.2. THE ACCESSIBLE PORTION OF THE COUNTERTOP SHALL 308 REACH RANGES Push Side 606.4 FAUCETS. FAUCETS SHALL COMPLY WITH SECTION 309. HAND -OPERATED EXTEND 308.2 FORWARD REACH. METERING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MINIMUM. 6° MAX. TOE THE SAME DEPTH AS THE SALES AND SERVICE COUNTERTOP. 308.2.1 UNOBSTRUCTED. WHERE A FORWARD REACH IS _-__� 606.6 EXPOSED PIPES AND SURFACES. WATER SUPPLY AND DRAINPIPES UNDER CLEARANCE 9D4.3.1 PARALLEL APPROACH. A PORTION OF THE COUNTER SURFACE 36 INCHES (915 MM) UNOBSTRUCTED, THE HIGH FORWARD REACH SHALL BE 48 INCHES (1220 FIG. 4D4.2.3.2 MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS - 8" MIN. KNEE oe 17' MN. MINIMUM IN LENGTH AND 36 INCHES (915 MM) MAXIMUM IN HEIGHT ABOVE THE FLOOR SHALL LAVATORIES AND SINKS SHALL BE INSULATED DR OTHERWISE CONFIGURED TO CLEARANCE ❑EPTH BE PROVIDED. WHERE THE COUNTER SURFACE 15 LESS THAN 36 INCHES (915 MM) IN MM) MAXIMUM AND THE LOW FORWARD REACH SHALL BE 15 INCHES (380 PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE MM) MINIMUM ABOVE LENGTH, THE ENTIRE COUNTER SURFACE SHALL BE 36 INCHES 915 MM MAXIMUM IN THE FLOOR. SURFACES UNDER LAVATORIES AND SINKS- Fig. 606.3 Height of Lavatories and Sinks ( ) 404.2.3.3 Sliding and Folding Doors. Sliding doors and folding doors shall have maneuvering clearances complying with Table 404.2.3.3. 609 GRAB BARS HEIGHT ABOVE THE FLOOR. A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305, 308.2.2 OBSTRUCTED HIGH REACH. WHERE A HIGH FORWARDREACH IS A 609.2 CROSS SECTION. GRAB BARS SHALL HAVE A CROSS SECTION COMPLYING WITH SECTION 609.2.1 OR 609.2.2. POSITIONED FOR A PARALLEL APPROACH ADJACENT TO THE ACCESSIBLE COUNTER, SHALL OVER AN OBSTRUCTION, THE CLEAR FLOOR SPACE COMPLYING WITH BE PROVIDED. SECTION 305 SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE FIG. 308.2.2 OBSTRUCTED HIGH FORWARD REACH TABLE 404.2.3.3 - MANEUVERING CLEARANCES AT SLIDING AND FOLDING DOORS 609.2.1 CIRCULAR CROSS SECTION. GRAB BARS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 1114 INCH (32 MM) MINIMUM AND 2 INCHES (S1 MM) MAXIMUM. 904.3.2 FORWARD APPROACH. A PORTION OF THE COUNTER SURFACE 30 INCHES (760 MM) NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE Approach Direction MINIMUM MANEUVERING CLEARANCES 609.2.2 NONCIRCULAR CROSS SECTION. GRAB BARS WITH A NONCIRCULAR CROSS SECTION SHALL HAVE A CROSS SECTION DIMENSION MINIMUM IN LENGTH AND 36 INCHES (915 MM) MAXIMUM IN HEIGHT ABOVE THE FLOOR SHALL Fig. 904.4.2 Height of OBSTRUCTION. THE HIGH FORWARD REACH SHALL BE 48 INCHES (1220 OF 2 INCHES (51 MM) MAXIMUM, AND A PERIMETER DIMENSION OF 4 INCHES (100 MM} MINIMUM AND 4.8 INCHES (120 MM} MAXIMUM. BE PROVIDED. A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305, POSITIONED FOR A Checkout Counters 10345 REGISTERED MM) MAXIMUM ABOVE THE FLOOR WHERE THE REACH DEPTH IS 20 Perpendicular Parallel to Doorway FORWARD APPROACH TO THE ACCESSIBLE COUNTER, SHALL BE PROVIDED. KNEE AND TOE INCHES (510MM) MAXIMUM. WHERE THE REACH DEPTH EXCEEDS 20 to Doorway {beyond stop or latch 609.3 SPACING. THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1112 INCHES (38 MM). THE SPACE BETWEEN THE GRAB BAR CLEARANCE COMPLYING WITH SECTION 306 SHALL BE PROVIDED UNDER THE ACCESSIBLE ARCHITECT INCHES (51D MM], THE HIGH FORWARD REACH SHALL BE 44 INCHES (1120 E AND PROJECTING OBJECTS BELOW AND AT THE ENDS OF THE GRAB BAR SHALL BE 1112 INCHES (38 MM) MINIMUM. THE SPACE BETWEEN COUNTER, MM) MAXIMUM ABOVE THE FLOOR, AND THE REACH DEPTH SHALL BE 25 side unless noted] THE GRAB BAR AND PROJECTING OBJECTS ABOVE THE GRAB BAR SHALL BE 12 INCHES (305MM) MINIMUM. EXCEPTIONS:904.4 CHECKOUT AISLES. CHECKOUT AISLES SHALL COMPLY WITH SECTION 904.4. INCHES (635MM) MAXIMUM. _ From front 48 inches 0 inches 904.4.1 AISLE. AISLES SHALL COMPLY WITH SECTION 403. KWANGHYUN BASK 1. THE SPACE BETWEEN THE GRAB BARS AND SHOWER CONTROLS, SHOWER FITTINGS, AND OTHER GRAB BARS ABOVE THE GRAB BAR STATE OF WASHINGTo 308.3 SIDE REACH. SHALL BE PERMITTED TO BE 1112 INCHES 38 MM MINIMUM. 904.4.2 COUNTERS. THE CHECKOUT COUNTER SURFACE SHALL BE 38 INCHES (965 MM) 308.3.1 UNOBSTRUCTED. WHERE A CLEAR FLOOR SPACE COMPLYING _ From nonlatch side 42 inches 22 inches (1) ( ] MAXIMUM IN HEIGHT ABOVE THE FLOOR. THE TOP OF THE COUNTER EDGE PROTECTION WITH SECTION 305 ALLOWS A PARALLEL APPROACH TO AN ELEMENT 2. RECESSED DISPENSERS PROJECTING FROM THE WALL 1A INCH (6.4 MM) MAXIMUM MEASURED FROM THE FACE OF THE DISPENSER From latch side 42 inches 24 inches AND COMPLYING WITH SECTION609.4 POSITION OF GRAB BARS. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33 INCHES SHALL ID 2 INCHES (51 MM} MAXIMUM ABOVE THE TOP OF THE COUNTER SURFACE ON THE AND THE EDGE OF THE CLEAR �` "'"'" 840 MM MINIMUM AND 36 INCHES 915 MM MAXIMUM ABOVE THE FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE. AT WATER AISLE SIDE OF THE CHECKOUT COUNTER. FLOOR SPACE IS 10 INCHES (255 MM) MAXIMUM FROM THE ELEMENT, ,om NOTE (1) Beyond pocket or hinge side. { ] { J 904.4.3 CHECK WRITING SURFACES, WHERE PROVIDED, CHECK WRITING SURFACES SHALL THE HIGH SIDE REACH SHALL BE 48 INCHES 1220 MM MAXIMUM AND (a) Front Approach CLOSETS PRIMARILY FOR CHILDREN'S USE COMPLYING WITH SECTION 604.7 SHALL BE PERMITTED WITHIN THE 12-INCH (305 MM) SPACE { ] COMPLY WITH SECTION 902.4. THE LOW SIDE REACH SHALL BE 15 INCHES 380 MM MINIMUM ABOVE FIG. 308.2.1 UNOBSTRUCTED FIG. 308.3.1 UNOBSTRUCTED ABOVE AND THE 1112 INCH (38 MM) SPACES BELOW AND AT THE ENDS OF THE GRAB BAR. ( } 609.4.1 GENERAL, GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33 INCHES (840 MM) MINIMUM AND 36 INCHES (9,15 MM) 904.5 FOOD SERVICE LINES. COUNTERS IN FOOD SERVICE LINES SHALL COMPLY WITH DRAWING NO. THE FLOOR. FORWARD REACH SIDE REACH MAXIMUM ABOVE THE FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE OR SHALL BE INSTALLED A5 REQUIRED BY ITEMS 1 SECTION 904.5. 308.3.2 OBSTRUCTED HIGH REACH. WHERE A CLEAR FLOOR SPACE 904.5.1 SELF-SERVICE SHELVES AND DISPENSING DEVICES. SELF-SERVICE SHELVES AND COMPLYING WITH SECTION 305 ALLOWS A PARALLEL APPROACH TO AN THROUGH 3. DISPENSING DEVICES FOR TABLEWARE, DISHWARE, CONDIMENTS, FOOD AND BEVERAGES ELEMENT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE _ 1. THE LOWER GRAB BAR ON THE BACK WALL OF A BATHTUB SHALL COMPLY WITH SECTION 607.4.1.1 OR 607.4.2.1. SHALL COMPLY WITH SECTION 308. HEIGHT OF THE OBSTRUCTION SHALL BE 34 INCHES (865 MM) MAXIMUM 22 min e E 24 min 2. VERTICAL GRAB BARS SHALL COMPLY WITH SECTIONS 604.5.1, 607.4.1.2.2, 607.4.2.2, AND 608.3.1.2. 904.5.2 TRAY SLIDES. THE TOPS OF TRAY SLIDES SHALL BE 28 INCHES (710 MM) MINIMUM ABOVE THE FLOOR AND THE DEPTH OF THE OBSTRUCTION SHALL BE 24 3. GRAB BARS AT WATER CLOSETS PRIMARILY FDR CHILDREN'S USE SHALL COMPLY WITH SECTION 609.4.2. AND 34 INCHES (865MM) MAXIMUM ABOVE THE FLOOR. INCHES (610 MM) MAXIMUM, THE HIGH SIDE REACH _LJ# 609.5 SURFACE HAZARDS. GRAB BARS, AND ANY WALL OR OTHER SURFACES ADJACENT TO GRAB BARS, SHALL BE FREE OF SHARP OR SHALL BE 48 INCHES (1220 MM) MAXIMUM ABOVE THE FLOOR FORA E - ABRASIVE ELEMENTS. EDGES SHALL 8E ROUNDED.G005 REACH DEPTH OF 10 INCHES (255 MM) MAXIWHERE THE REACH DEPTH 609.6 FITTINGS. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. EXCEEDS 10 INCHES (255 MM), THE HIGH SIDE REACH SHALL BE 46 609.7 INSTALLATION AND CONFIGURATION. GRAB BARS SHALL I BE INSTALLED IN ANY MANNER THAT PROVIDES A GRIPPING SURFACE AT INCHES (1170 MM) MAXIMUM ABOVE THE FLOOR FOR A REACH DEPTH OF THE LOCATIONS SPECIFIED IN THIS STANDARD AND DOES NOT OBSTRUCT THE CLEAR FLOOR SPACE. HORIZONTAL AND VERTICAL GRAB 24 INCHES (610 MM) MAXIMUM. (b) Pocket or Hinge Approach (c) Stop or Latch Approach BARS SHALL BE PERMITTED TO BE SEPARATE BARS, A SINGLE PIECE BAR, OR COMBINATION THEREOF. ,omax 113-24max 669.8 STRUCTURAL STRENGTH. ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHERE A VERTICAL OR FIG. 308.3.2 OBSTRUCTED HIGH SIDE REACH FIG. 404.2.3.3 MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS HORIZONTAL FORCE OF 250 POUNDS (1112 N) IS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER MOUNTING DEVICE, OR SUPPORTING STRUCTURE. PERMIT SET J UA22026 CB 1 RIM 274.37 12" ADS IE N 270.6E 12" ADS IE W 269.47 SDMH 2 LADDER E RIM 274.94 12" CMP GATE IE 5W 257-31 36" CMP IE NW 269.25 SUMP 263.79 SDMH 3 LADDER W RIM 274.71 6" PVC IE N 271.32 12" ADS IE SW 269.94 36" CMP IE SE 266.6E FILTERRA 4 RIM 274.40 ?? ??? IE NE* *CANNOT MEASURE 12" ADS IE W 270.16 CB 5 RIM 274.36 12" ADS IE E 270.28 12" ADS IE N 270.02 SDMH 6 LADDER SE RIM 273.03 12" CMP IE NE 268.13 12" ADS IE W 267.96 CB 7 RIM 271.44 12" ADS IE E 267.70 12" DAS IE S LADDER N RIM 270.66 12" ADS IE N 267.41 18" ADS IE S 266.95 LADDER N RIM 270.89 12" ADS IE S 267.78 CB 10 LADDER N RIM 272.26 4" PVC IE N 268.91 12" ADS IE E 268.35 18" ADS IE S 268.15 CB 11 RIM 274.50 12" ADS IE S 270.34 12" ADS IE E 270.32 CB 13 RIM 274.30 4" PVC IE E 273.20 12" ADS IE S 271.10 CB 14 RIM 274.41 8" ADS IE W 271.77 8" ADS IE N 270.37 FILTERRA 15 RIM 275.02 12" ADS IE W 271.73 CB 16 RIM 274.76 12" ADS IE E 270.73 6" PVC IE W 270.51 CB 17 RIM 274.25 8" ADS IE E 271.99 SDMH 30 RIM 278.33 CENTER OF 96" CMP CHANNEL E/W 267.48 SDMH 31 RIM 279.79 CENTER OF 96" CMP CHANNEL E/W 267.58 CB 32 RIM 278.09 12" ADS IE W 273.94 12" ADS IE E 273.94 CB 33 RIM 278.14 12" ADS IE W 273.79 12" ADS IE N 273.79 CB 34 LADDER E RIM 279.45 12" ADS IE Sa 273-60 12" ADS IE W 273-46 SDMH 35 LADDER E RIM 278.87 48" CMP IE W 267.05 18" CMP IE 5 267.07 SDMH 36 RIM 278.66 48" CMP IE N 2BB-01 18" CMP IE N 268.01 C6 37 RIM 275.B5 12" ADS IE E 274.21 SSMH 12 RIM 279.66 12" PVC IE E 263.54 12" PVC IE W 263.35 SSMH 18 LADDER NW RIM 275.16 S" PVC IE NE 267.36 6" ]PVC IE SE 267.33 6" ]PVC IE SW 267.31 SSMH 19 LADDER NE RIM 271.7E 8" PVC IE N 260.3E 12" PVC IE E 260.16 8" PVC IE S 250.01 12" PVC IE W 259.7E LEGEND BOUNDARY 8c TOPOGRAPHIC SURVEY A PORTION OF THE NE 1 /4 OF THE SE 1 /4 OF SECTION 20. TOWNSHIP 21 N.. RANGE 4 E.. W.M. = FOUND MONUMENT, AS NOTED. F4 = SITE BENCHMARK (C) = CALCULATED. (M) = MEASURED. 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SDMH 3.. a1 .a Sp . n 2 a1 a15 g1 a1g.. ul 3 a1�. 17 • FILTERRA 4. a .. - " ... 1 '0 21 �--CO.5 A 47" CEDAR TWIN � � ry1 A �, �❑8 a�AyS .. �1�•A1A,�'b.10.��A...pry 1b35. .• . a1y,.3. dap JB a A� a �1g.. f z.... z 1 0.9W •z11. 0 3� 1 4 "! 3 L5 a1`' 4» ,�.. - 5 11 �3*4" LS WM�2 V TP CE CURB 4 ti1y,. g1 a .q OPP 1 S T 85 . b0 ' (Cy (0) SDMH s1' 99 88 ' (C) 108 0�` [Dl' ° � 195z CJ� �P� OP OP 8 pP ° y (7P. y�•. e 14 " MADRONA z a ... �- A 1518.4. g1 a N59.45 ' 3.1 " W . 1 A ..BB 6 o .2�6 21a' II IMM a a . MB nn --�---� $s . '.1 2 . VC&�� Ga ry9 . ryg a19 1 C. .. .. 1• �.. JV . �.'- 2g1�. ., G' [, �p TJ[p� G. '. �p uuP- {]P 'UP. FACE. .' - p..p..CURB.:0:1..N ��V 1] . SSMH 19 HH (2� 11 ..UP... P. .. .. • . U P .. UP : - - ^ . - .UP. _ . �UP • .. • . 4 116 '. _. tie pp .. :. A6 SS.1�-�� SS.. S5 �1?: O�. N .��++�2 z1 ..•fir 'L11 • � '. SSMH. 12 SIDEWALK 1� 1g p. .? .. SS .. 1+'. 1b: 5DMH :6 , .. .. 55 SS �+�+'z1g' �.. _ .Ss p .. n SS 5S, 1 3 .�1 2ry1- 211r 211.1 oa 2. .: 1S-• ..� •s72..: .. 213 ..21n -- z1g. ?-'-RETAINING WALL Frye' :B SITE.- #1 210• ,a1�•... 21g. 11. oa A CB . 7 LIP Sq . 355. 36 (CJ 355. 4B [❑] ,% ----- 21a.-=T��r- ryo ga 211 a-�-_. q Ta �. .� ` „�•.'b114L11.1-yG� ink C11 955. ❑❑� f ------211ry -� -G 2"11-� A � �a-1 ��- 12�-�_-. 2� '� 29�-'�-"7�'- -- 05 g .. .T 2 4 g10 :. • 2ryo ee. 211. 21Sg6 VCCG e . 7 ❑ d - 4 TREE WELL SB9 -45 ' 31 "E ,.(TYP ] _ 1310.4,3 ' (C) (R) e ❑ 2 - 21 try 2 .yam--- d : c ° LS „� SIGN THE SOUTHWEST CORNER OF 211 z10 16 &e 210 ASPHALT . 6„ a u u THE QUARTER OF J21 2 .. &� .p 6'Z 15 V❑i�� 6� ry0:'I z 21 O 1a a 0�y0 e� g1 M11 21 C6 9 AS 6b 1 a o SOUTHEAST THE SOUTHEAST QUARTER OF SEC. 20. C6 8 Zryo• 20 , a' ,, 19 z 21 z z1 ?, CH 10 z,2� u� S 348TH STREET CL O V 4 N CIJ V v rn v LD cu m m ru O 0 In SOUTHEAST CORNER SEC. 20 FOUND 3" BRASS ❑ISK W/ "X", INCASE❑, DOWN 0. 8'. 20, ,'21 VISITE❑ 2-22-2023. 29 2B DESCRIPTION: (PER STATUTORY WARRANTY DEED 20221003000024): PARCEL A: A PORTION OF THE WEST HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, MORE PARTICULARLY ❑ESCRIBE❑ AS FOLLOWS: BEGINNING AT THE EAST QUARTER CORNER OF SAI❑ SECTION 20; THENCE SOUTH 00'3E'27" WEST ALONG THE EAST LINE OF SAI❑ SECTION, 1324.79 FEET TO THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAI❑ SECTION; THENCE NORTH 89'37'3E" WEST ALONG THE SOUTH LINE OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAI❑ SECTION 355.48 FEET; THENCE NORTH 00'34'1E" EAST 30.00 FEET TO THE NORTH LINE OF SOUTH 348TH STREET, SAI❑ POINT BEING THE TRUE P❑INT OF BEGINNING; THENCE NORTH 89'37'3E" WEST ALONG THE NORTH LINE OF SOUTH 348TH STREET 100.00 FEET TO THE EAST LINE OF THE WEST 200 FEET OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF OF THE SOUTHEAST QUARTER OF SAI❑ SECTION; THENCE NORTH 00'32'05" EAST ALONG SAI❑ LINE 222.48 FEET; THENCE SOUTH 89'37'3E" EAST 22.89 FEET; THENCE NORTH 00'34'1E" EAST 5.E4 FEET; THENCE SOUTH 89'37'3E" EAST 105.00 FEET, MORE OR LESS, TO THE WEST LINE OF VICK A❑❑ITION ACCOR❑ING TO THE PLAT RECORDED IN VOLUME 45 OF PLATS, PAGE 27, IN KING COUNTY, WASHINGTON; THENCE SOUTH 00'34'1E" WEST ALONG THE WEST LINE OF SAI❑ VICK A❑❑ITION 70.01 FEET MORE OR LESS. TO THE NORTHWEST CORNER OF LOT 20 VICK A❑❑ITION; THENCE NORTH 89'37'3E" WEST 27.75 FEET; THENCE SOUTH 00'34'1E" WEST 158.12 FEET TO THE TRUE P❑INT OF BEGINNING. PARCEL B: THE EAST H5 FEET OF THE WEST 200 FEET OF THE NORTH 222.48 FEET OF THE SOUTH 252.48 FEET OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20, T❑WNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON. GRI❑ NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRI❑ WASHINGTON STATE NORTH ZONE COOR❑INATES. A EONVERGENCE ANGLE OF 1'06'07.15" COUNTERCLOCKWISE WAS APPLIE❑ AT A PUNCH IN A COPPER PLUG IN A CONCRETE POST IN A MONUMENT CASE AT THE NORTHEAST CORNER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. THE NORTH AMERICAN DATUM OF 1983/1991(NA083/91) GRI❑ COOR❑INATES WERE FOUND TO BE 113211.7E / 12731EB.35 AT THAT POINT. THE INCERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.9999HE885 AND THE GRI❑ SCALE FACTOR OF 1.000043137 WAS APPLIE❑ TO THE GRI❑ COOR❑INATES FOR SHOWN GROUND ❑ISTANCES. BASE: CITY OF FEDERAL WAY BENCHMARK #2169-5-1, RAMSET ON EAST EDGE OF A TELEPHONE PEDESTAL PAD AT THE NORTHWEST CORNER OF SOUTH 226TH STREET AND PACIFIC HIGHWAY SOUTH. ELEVATI❑N: 346. B1 ' (NGV❑29) SITE #1: CE 501. A SET MAG NAIL AND WASHER NORTH OF THE RETAINING WALL ON THE NORTH SI❑E OF S 24BTH ST AS SHOWN HEREON. ELEVATI❑N: 27B.32' (NGV❑29) SITE #2: CE 502. A SET MAG NAIL AND WASHER IN THE NORTH PARKING LOT ❑NSITE AS SHOWN HEREON. ELEVATI❑N: 274.62' (NGV❑29) SURVEYOR'S NOTES: 1] THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACC❑MPLISHE❑ BY FIEL❑ TRAVERSE UTILIZING A TWO (2) SECOND THE❑❑❑LITE WITH INTEGRAL ELECTR❑NIC ❑ISTANCE MEASURING METER (TRIMBLE S5)AN❑ REAL TIME KINEMATIC (RTK) GLOBAL P❑SITI❑NING SYSTEM (GPS) (TRIMBLE R12i). LINEAR AND ANGULAR CLOSURE OF THE TRAVERSES MEET THE STANDARDS OF WAC 222-130-090. 2] UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE WHICH ARE VISIBLE OR HAVING VISIBLE EVI❑ENCE OF THEIR INSTALLATI❑N ARE SHOWN HEREON. 3] THIS SURVEY REPRESENTS PHYSICAL IMPR❑VEMENT C❑N❑ITI❑N5 A5 THEY EXISTE❑ FEBRUARY 22, 2022. THE DATE OF THIS FIEL❑ SURVEY. 4] THE LEGAL ❑ESCRIPTI❑N SHOWN HEREON PER STATUTORY WARRANTY DEED 20221003000024. NO A❑❑ITI❑NAL RESEARCH HAS BEEN ATTEMPTED. 5) OFFSET ❑IMENSI❑NS SHOWN HEREON ARE MEASURED PERPEN❑ICULAR TO PROPERTY LINES. 5] IT I5 NOT THE INTENT OF THIS SURVEY TO SHOW EASEMENTS OR RESERVATI❑NS WHICH MAY EFFECT THIS SITE. 7) THE PURPOSE OF THIS SURVEY IS TO SUPPORT FUTURE POTENTIAL DEVELOPMENT. B] ELEVATI❑N CONTOURS SHOWN HEREON ARE DERIVED FROM FIEL❑ MEASUREMENTS AN❑ MEET OR EXCEE❑ THE MINIMUM ACCURACY CRITERIA OF THE NATI❑NAL MAPPING STANDARD, BEING ❑NE -HALF THE CONTOUR INTERVAL. AREA: 43527 SO FT (0.999 ACRES) SCALE: 1" = 20' SECTION INDEX W E- Q Q z 0 F R� C] CI] W Q O rn w V E_= 0 Jwm� JZm~ c cn • d o C L LJ Qom �j -0- o z L "^; CO C a� v NJ - Cc V) LD C) a W -1 m �Lcl n cv Z � z o - LL �y �? nD v �.! w Ln �LD --i CC) �.. W cn i Ln m Wmc�v Q m . m ai C 0 0 rn �1812023 N�N +W *--4 LIJ 0 LIJ 0 ¢� CD z C� LLw M a U J � zza ckl 3Z a U cU>:a CD o z w a a cu o a U7cuL E~ U7 in a a in U w c) w z o cn DRAWN BY: JF SURVEYOR: B . SHAW, PLS CHECKED: LN SEC E0 T 21N R 4E WM DATE: MAR B, 2023 REVISED: PROJECT: 23-0 15 DWG NAME: 23-015B SHEET REV. S HT- NO I of 1 CD J 00 4— Q `1 - s�::::::s:::::::;7e .;n . . .. . . .. . .. .. ^;9L I- I ., ...4. -',�:49- ^.;1 e ^.I fir, �.,' R..�.—.. .... �' ^$�- � �g • L a.. .. __ _ ..... . ... SDI 1 U CONTRACTOR SHALL REPLACE ANY PLANTS REMOVED DURING 4- w jj h CONSTRUCTION WITH SAME SPECIES AND THE FOLLOWING SIZE: T SDP 1 H 3 rs•::_: •----------------- ----- s:• a [' 7 m OB .32 1A 6L �• SID nlg — — SHRUB DECIDUOUS TREE 2" CALIPER - EVERGREEN TREE 6 8 HEIGHT 7 :. .. co EC • r12 0.4'S L1E g'nNE NEE Q _ ' v07 o O ❑ �y� " � 'E LARGE SHRUB 3 GALLON � � co 22,89'(D) LS � — ADS MEDUIUM SHRUB 2 GALLON I cv C4 r SMALL SHRUB 1 GALLON ;, .;;, o o GROUNDCOVER 1 GALLOON ` >: i - SI'd H 18 .` 4TR PLANT LEGEND RT SITE 2 8 r„ oQTY BOTANICAL NAME COMMON NAME SIZE& SPACING �vASI INGTON Lu CB 1 . ASD ---SD �' . , ;'B 14 71 ..ti., �� ^-6n h. i DECIDUOUS TREES CON �TTIQN • _ ^' �.h � ram• f a `9 ♦ 10 PRUNUS CERASIFERA'KRAUTER VESUVIUS' KRAUTER VESUVIUS PLUM EXISTING 2"-4" CALIPER 1 1 i 1 1lj\o ■ 5 PYRUS CALLERYANA'CHANTICLEER' CHANTICLEER FLOWERING PEAR EXISTING 2"-4" CALIPER RIC J. WILLIAMS o ..:. � ✓.�� CERTIFICATE N0. 775 O O � h.......: •..... •.....: •. �;W " DRAWING SET: O :..:::;,::;::.»::>:::::::»:: ❑ 5 FRAXINUS OXYCARPA'RAYWOOD' RAYWOOD ASH EXISTING 2 4 CALIPER °' c EXISTING 2"-4" CALIPER ".; „ L :.::..:.:,::••.:::..:::: •:.:;::::::::::;::::::::: 4J1 .- .. . •� .y- EC. . .l . i_'�. I. gip, 9� °. . e : -. n I i I - �- � 1� �5 � (D) 4 PRUNUS X HILLIERI 'SPIRE' SPIRE CHERRY �; a q pRD d4 gyp' � -- - 11.1'W I ry$,� EVERGREEN TREES Li a j I 32 FCUPRESSUSx LEYLANDII LEYLAND CYPRESS EXISTING 6" 10" CALIPER z- NOT n� p . SHRUBS ��' a5' n0 25 RHODODENDRON'JEAN MARIE' JEAN MARIE RHODODENDRON EXISTING 24" HEIGHT `.0 - 2�5' Q • 24 MAHONIA AQUIFOLIUM OREGON GRAPE EXISTING 24" HEIGHT ryry�5 14" II°ly 12 PRUNUS LUSITANICA PORTUGAL LAUREL EXISTING 36" HEIGHT a • B = Frye 53 PRUNUS LAUROCERASUS'OTTO LUYKEN' OTTO LUYKEN LAUREL EXISTING 24" HEIGHT �.� �, ''-� BUILDING �; � 21" ° •�� •2� •�ry5 0 �J G yry9ya 12 NANDINA DOMESTICA'PLUM PASSION' PLUM PASSION HEAVENLY BAMBOO EXISTING 36" HEIGHT r w ,` 24 1 PHORNIUM TENAX'FLAMINGO SUNRISE' FLAMINGO SUNRISE FLAX EXISTING 36" HEIGHT 9 31 j < l Q (/� 0 15 PINUS MUGO 'VALLEY CUSHION' VALLEY CUSION DWARF MUGHO PINE EXISTING 24" HEIGHT w ,r p C PARCEL A ! 5� 20 JUNIPERUS CHINENSUS 'OLD GOLD' OLD GOLD JUNIPER EXISTING 18" HEIGHT REVISIONS: I~ I ' tiryg o n REV 1: i 0 � GROUNDCOVER REV 2: a l ��n •� .. 19, �� REV 3: 1 j 10 CALLUNA VULGARIS'FIREFLY' FIREFLY HEATHER EXISTING 12" HEIGHT 51 ARCTOSTPYLLOS UVA-URSI KINNIKINNICK EXISTING 12" HEIGHT PROJECT ADDRESS: r, Q UNKNOW oa o I' 00 E W FLANGE �� C0 E 9 a � n.. 11. Q' W 1 0 y o - - C, - - - - " GATE . z.. ti�h� . ry�h- W — a� 9 PLANT IMAGES R 4 - _' 4 a'r� + I' E a a7 y. �'e . n l-�, - �. ,1 5. ry��' 4 n • �-r4' S1D�WALKe 1. �; a Y B 11 n .• - TREES I o O O TLT �; ��9 L } o I o O a _, rr n oCO r �.-- 0 1 1• 1 � 1- � � � �`� o � I • � � a .. h .. Y. I .�C•jr: . G iiL' 2^. LL•i` k d:' ... a 'e I n1 a ^ I� r• ^ N' .. F. -GP,1H ............. CB 9 FILTEF F . 4 'S r s �. Iwpm LB � nn'(�l(D e 5DM#i � m,r 1 � - ,a6 'ti� c. F ti r CJB rid^ s ,,,�.a.._ �...............c.�.J� d a-Y#� ::....,I ,;•, ..- �� Poi' n'kb:•_ n.19.. `n4�. �- .. .,o. I - i. � '.+► 3>^ 4 51 ry - — - L — — -. -. - - _ - - :--..- ..... ...... i 1" y� SS- yyE S SS — S.J�, — j5- 7y• Sr'� ^" g�^ 9,6 r.. KRAIJTEi3 VESUVIUS PLUM RE{]SPiRE FLOWERING RA `. — n;l r�7i �S r S. -,_. --- SS -- --SS - _:; J.JI 1H) 1 SPIRE C LEY LAND CYPRESS y -- 5DI.1H tJ - YWOODASH HERRY -.: B '�--�5 y;ig q��F2ETAINING WALL 0 8 SITE1 �'e` �.,y39:i PEAR -f.;;:::.e:::::::: �r -} a S1—e ryti- pry k.... .....4..... ......d .. .....p ry a q . �� 4 T. �. �ryry'.. — SHRUBS r ..... ............... LLM s d TREE WELL. S89 45 31 E 4 Q oa13�a.43'�C}(R]. " e a 6„ 4 L� d e d q.SIgN VC&G a$o 7� y t' F i f CB 8 ry�o ryyo$ � 09 C 8 9 aryy'ry ��y , � y 66 ryryy 9, �, V' cB 10 Lim _ DESIGN: EJW JEAN MARIE OREGON GRAPE PORTUGAL LAUREL OTTO LUYEKN LAUREL PLUM PASSION HEAVENLY FLAMINGO SUNRISE FLAX DRAWN: EJW RHODODENRDON BAMBOO CHECKED- MJL DATE: June 30, 2023 PROJECT: Fed Way Commercial w „�; •�, : �: qn NUMBER: LLA0422.23 SCALE: I" = I0•-o" TITLE: LANDSCAPE VALLEY CUSHION MUGO OLD GOLDJUNiPER FIREFLY HEATHER KINNIKINNICK � PLAN PINE Know what's below. Call before you dig. SHEET: 0 10' 20' 40' 80' Ll mOO Graphic Scale: 1" = 20'-0" at full size (24" x 36") GRAPHIC SCALE 0 30 60 1 INCH = 30 FEET (22"x34") 1 INCH = 60 FEET (11"x17") GENERAL SITE INFORMATION SITE ADDRESS: 1416 S 348TH ST FEDERAL WAY WA 98003 TOTAL SITE AREA: ±18,911 SF (0.43 ACRES) PROPOSED HARD SURFACE: U 7 4 7 ACRES SF .17 9 [0 ) PROPOSED PGHS AREA: NA TOTAL DISTURBED AREA: f7,405 SF (0.17 ACRES) ZONING: COMMERICIAL ENTERPRISE (CE) PARCEL NUMBER: 2021049088 ARCHITECT/APPLICANT UIL ARCHITECTS 1800 136TH PL NE SUITE 207 BELLEVUE, WA. 98005 (425) 654-5005 INFO@ UILARCH ITECTS. CO M CIVIL ENGINEERISURVEYOR B. ALLEN PE J STEVE WOODS PLS CONTOUR ENGINEERING LLC P.O. BOX 949 GIG HARBOR, WA 98335 (253) 857-5454 DATE OF SURVEY: XXXXXXXX LEGAL DESCRIPTION PARCEL A: A PORTION OF THE WEST HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE EAST QUARTER CORNER OF SAID SECTION 20; THENCE SOUTH 00°I %17636'27" WEST ALONG THE EAST LINE OF SAID SECTION, 1324.79 FEET TO THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION; THENCE NORTH 89°Io%17637'36" WEST ALONG THE SOUTH LINE OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 355.48 FEET; THENCE NORTH 00°I %17634'16" EAST 30.00 FEET TO THE NORTH LINE OF SOUTH 348TH STREET, SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE NORTH 89017637'36" WEST ALONG THE NORTH LINE OF SOUTH 348TH STREET 100.00 FEET TO THE EAST LINE OF THE WEST 200 FEET OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF OF THE SOUTHEAST QUARTER OF SAID SECTION; THENCE NORTH 00017632'05" EAST ALONG SAID LINE 222.48 FEET; THENCE SOUTH 89017637'36" EAST 22.89 FEET; THENCE NORTH 000 1763416 EAST 5.64 FEET; THENCE SOUTH 8901763736" EAST 105.00 FEET, MORE OR LESS, TO THE WEST LINE OF VICK ADDITION, ACCORDING TO THE PLAT RECORDED IN VOLUME 45❑F PLATS, PAGE 27 IN KING COUNTY, WASHINGTON; THENCE SOUTH 00017634'16" WEST ALONG THE WEST LINE OF SAID VICK ADDITION 70.01 FEET, MORE OR LESS, TO THE NORTHWEST CORNER OF LOT 20, VICK ADDITION; THENCE NORTH 8901763736" WEST 27.75 FEET; THENCE SOUTH 00017634'16" WEST 158.12 FEET TO THE TRUE POINT OF BEGINNING. PARCEL B: THE EAST 85 FEET OF THE WEST 200 FEET OF THE NORTH 222.48 FEET OF THE SOUTH 252.48 FEET OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON BASIN OF BEARING GRID NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 1017606'07.15" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH IN A COPPER PLUG IN A CONCRETE POST IN A MONUMENT CASE AT THE NORTHEAST CORNER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. THE NORTH AMERICAN DATUM OF 1983/1991(NAD83/91) GRID COORDINATES WERE FOUND TO BE 113211.76 / 1273168.35 AT THAT POINT. THE INCERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999986885 AND THE GRID SCALE FACTOR OF 1.000043137 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. VERTICAL DATUM BASE: CITY OF FEDERAL WAY BENCHMARK #2168-5-1, RAMSET ON EAST EDGE OF A TELEPHONE PEDESTAL PAD AT THE NORTHWEST CORNER OF SOUTH 336TH STREET AND PACIFIC HIGHWAY SOUTH. ELEVATION: 346.81' (N GV D29 ) SITE #1: CE 501, A SET MAG NAIL AND WASHER NORTH OF THE RETAINING WALL ON THE NORTH SIDE OF S 348TH ST AS SHOWN HEREON. ELEVATION: 278.32'(NGVD29) SITE #2: CE 502, A SET MAG NAIL AND WASHER IN THE NORTH PARKING LOT ONSITE AS SHOWN HEREON. ELEVATION: 274.62'(NGVD29) ASSA 2 RETAIL BUILDING A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 20, TOWNSHIP 21 N, RANGE 4 E, W.M., FEDERAL WAY, WASHINGTON De Ba — — — — ------= —_ �— C7FH12" PINE e 4 — R[lf �Y — — :: — {I I 12 °BCYMH•31'� d d U .0 2 -O' SDMH 36 ®SDMH 30•• •— — CB 37 Er: CB32 r7 6•SHRIJ [ 5D .7f = - Cn _ 6D 5'F1Rl1B- — cm _ C 12 � o-�-L 7� — YC pNT FEN~_ �5 HfRtl6 — .L _ _ ~ L 7 5 - — NOV�` j� #4 .. 6' CYCL°NE FENCE — 1 �� a - 4 4 I r -y 6" ADS CULVERT ' 3 1 �g -�f { IE 277.51 5 ICB i27 FILTERRA 156 24 -= - df. 14" �G � !==- f� -:CB 17• LL CJB -• ICB r RD ` RD z+ 6 ` �� 11 .6 j ■ it + U + r�rI 14" NEW BUILDING EXISTING 21 FF=275.50 BUILDING 2 31" 05 IICBJ� I #5 CB 13 SIPI I.:.: FCj ❑ r t h �l'a Lr I CB 11l - ❑- �e„ `,�I I� =T' J 7� C6 5F A 4 16 ICB 47" CEDAR TWIN L JB ice 3 - - - - - - — 1 • SDMH 2 ,� CJB :: - H 1912 00 5 yes: = sM�v TsoNH 6 ! �. I d. -a. ... •9' TRF,!~•WE�L a...' . CB B CB 9 CB 1❑ SOUTH 348TH STREET SURVEYOR'S NOTES 1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACC❑MPLISHED BY FIELD TRAVERSE UTILIZING A TWO (2) SECOND THEODOLITE WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER (TRIMBLE S5)AND REAL TIME KINEMATIC (RTK) GLOBAL POSITIONING SYSTEM (GPS)(TRIMBLE R12I), LINEAR AND ANGULAR CLOSURE OF THE TRAVERSES MEET THE STANDARDS OF WAC 332-130-090. 2) UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE WHICH ARE VISIBLE OR HAVING VISIBLE EVIDENCE OF THEIR INSTALLATION ARE SHOWN HEREON. 3) THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENT CONDITIONS AS THEY EXISTED FEBRUARY 23, 2023, THE DATE OF THIS FIELD SURVEY. 4) THE LEGAL DESCRIPTION SHOWN HEREON PER STATUTORY WARRANTY DEED 20221003000024. NO ADDITIONAL RESEARCH HAS BEEN ATTEMPTED. 5) OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR TO PROPERTY LINES. 6) IT IS NOT THE INTENT OF THIS SURVEY TO SHOW EASEMENTS OR RESERVATIONS WHICH MAY EFFECT THIS SITE. 7) THE PURPOSE OF THIS SURVEY IS TO SUPPORT FUTURE POTENTIAL DEVELOPMENT. 8) ELEVATION CONTOURS SHOWN HEREON ARE DERIVED FROM FIELD MEASUREMENTS AND MEET OR EXCEED THE MINIMUM ACCURACY CRITERIA OF THE NATIONAL MAPPING STANDARD, BEING ONE-HALF THE CONTOUR INTERVAL. UTILITY NOTES EXISTING UTILITY INFORMATION DEPICTED ON THESE PLANS WAS ❑BTAINED FROM BEST AVAILABLE SOURCES AT THE TIME OF DESIGN. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE RELOCATION OF EXISTING UNDERGROUND CONFLICTING UTILITIES DEPICTED OR NOT DEPICTED ON THESE PLANS. FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. ONLY EARTH MATERIAL SHALL BE PLACED IN FILLS. TRENCH NOTES IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR I5 ALONE RESPONSIBLE FOR WORKER SAFETY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. SHEET INDEX C1 COVER SHEET C2 EXISTING CONDITION C3 TESC PLAN C4 TESC DETAILS C5 GRADING & DRAINAGE PLAN C6 DETAIL GRADING C7 NOTES AND DETAILS VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG r - 99 5 33rirfl ST I - x C 1 s sa•fTH sf i Y � o SITE s 3carfe•sr ff.Ia ' rfs • 161 f " — 'S i52r4i1 S1 = � '�•s� �3saR0 P1 5-35�Tr1•ST' ri i ff - S-355TH•PLSt �i f h - S 359TH ST- a �• VICINITY MAP NOT TO SCALE LEGEND SURVEY PROPOSED P �� CONTOURS — — PROPERTY LINE/RIGHT-OF-WAY RIGHT-OF-WAY DEDICATION — - - RIGHT-OF-WAY CENTERLINE — — — — — — — — — EASEMENT — — — — — — — — --------------- BUILDING SETBACK SD— — — STORM DRAIN LINE SD S— — — SANITARY SEWER LINE SS RD ROOF DRAIN LINE RD — SSFM — SANITARY SEWER FORCE MAIN LINE FM UT COMMON UTILITY TRENCH UT OH P OVERHEAD POWER LINE OH P P UNDERGROUND POWER LINE P G GAS LINE G W WATER LINE w ST TYPE 2 CATCHBASIN [ ] ® TYPE 1/TYPE 1L CATCHBASIN STORM DRAIN CLEANOUT (SDCO) 0 PS SANITARY SEWER MANHOLE I� 0 SANITARY SEWER CLEANOUT (SSCO) HYDRANT a WATER VALVE z WATER METER GAS METER (GM) G GAS VALVE (GV) MONUMENT POWER POLE (PP) GUY WIRE (GW) �XJ LIGHT STANDARD/YARD LIGHT (LS/YL) POWER MANHOLE (PMH) P U POWER VAULT T P TRANSFORMER PAD ASPHALT CONCRETE . e. GRAVEL NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. XX-XXXXXX-XX APPROVED DATE m W Q 0 Z 0 rA Lu Z GO Lu Of f'r7 LL 0, JLu0 o, J z Q- Lri �j M i 00 _0 Zo ¢ _ Z�= ❑`� — 2 c cn Iwo ro W x L Z�xo to U') m U— c aj o ZWr"QLu Ln � Z� cw f L W (D N -6 Z Q LLJ F0 J 0 v �1 11 f!7 � a V A off, 37835 O� IST�q `rsIONAL 06.29.2023 00 co ti Q ca a N 6i Z 0 W �} W Z _ m N r� Vl CO Q Ln QLu t~nQ ❑ ^ } CO _J w u1 Lu w LLI p r O ~ Z H W w w Z tI] 71 0 0 Q DESIGNER: J. BARR ENGINEER: B. ALLEN DRAWN: J. BARR 320 T21 N R04 E WM DATE: 06.29.2023 REVISED: PROJECT. 23-015 DWG NAME: 23-015-SITE DEV SHHFET REV. L. A 1 OF 7 lei 17�1v00114 V14(.1110 0 20 40 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17} ASSA 2 RETAIL BUILDING A PORTION OF THE NE 114 OF THE SE 114 OF SECTION 20, TOWNSHIP 21 N, RANGE 4 E, W.M., FEDERAL WAY, WASHINGTON NORTHEAST CORNER SEC. 2❑J FOUN❑ COPPER PLUG W/ A PUNCH, IN A CONCRETE POST, INCASE❑, VISITE❑ 2-22-2023. 1*16 21 r RI 10 Ln 'n rn o . m O m O LD Lo M EAST QUARTER CORNER SEC. 20 21 FOUND 2" BRASS ❑ISK W/ PUNCH, 20 2021049055 H K E N TE R P R S E S � 34 INCASED, DOWN 0.9, VISITED 2-22-2023. ---------- - _-- 12" PINE co AOGKER— r .. VFH " • '',/ � . a . a � � •� � --ter � .� , , 4,v, S❑MH 35 �u Qj , - L-1 CB 37 - -: - - CB 3 _ 6 ' SHRUB _6 SUB 0.4'S �_0.1E� _ 8 CYCLONE FENCE _ ---- (1 6r aHRL4B� - ��2� a _ SB9 •45 31 "E 104. 95 (C) 105`00 [i7j— 0. 3 S -Z„^ --- S89°45'31"E 107.82' 0-7'S & 0-1'W 4" 0.3'E CLONE FENCE 14" �a 5 �� . 85.00 {Ci (❑i o THE N❑RTH LINE OF ICB [2] 2" • %-_ %_ -CD - ' ' -. ''_ •. :� -- �' --. %_ '�� - •. 6' ADS CULVERT � ',� IE 277.51 9'S THE SOUTH 252.48' FILTERRA 15 -- '-co 10 4 Ln 151 _ y l 4 W 14 " :SITE F� o L LI '_--•_: •_: •- '•_ _ ® -._' -. .._'-._'- :_ - '._ %. '%.. %. .:.'-. cn- - `7 ' -. :C :: "• :_ ��_14. : : - - -::_ won 0 ! 1700 LL-1 CJB m _ ICB ' 06 24 3 �3„ - - _ w- - - - - S CC -�30 a..7D) 27.75'{C m CC) z , Q w ON .�% I� NORTHWEST CORNER r,� --.:%% -;: •: -•- LOT 20 VICK A❑❑ITION f - Z 05" o - . -... . 4 U o cv o �._ -.� -.. zl w : 4"I ' ~ C�d14 w c; w 0.8,E _ z U f ❑ICBru ~ru .• a}Lu I, BUILDING 1 W 21 " w w co o - - - W BJ CD 051 ]P ARC E L � w � :::'_��.�� 2.. + o CD - PARCEL A o Q 1 - Qof� IL 017 F C - CD LJ� P = +�Y H o ] P I f UNKNOWN -: -- m m co LL-1 1 1 FLANGE :jul +,co 11-0W I a W 6 ' CYCLONE FENCE - _6T;ri ti 07 LLJ HwI. 21: _: :: 2" -:'- 2Q 6 9 CB 1 - ; W ] p 7 --. • FILTERRA 4 %.. : : ': :- - 1 LQD ICB S :: --. 47' CEDAR TWIN �' zJB 4„ ICB 3 4„ 4 � Q. 'D _ _ ❑_ _ _ P �d _ s .WM� FACE OURB�(❑]99:88 C 100Do' ° CJB85..00. .#.JB - m �• P P P P P '•'--' -4 -: �' %:' N89 °45' 31"W 184. 8' : •'®W�1._� - • ; �S ••':, .,_ .. :__ _: _:_ :_ � _ _:' FACE • . � .-'- :. '�'.� ... .... ., .. - ��: :- � ... • ..:.. ..- :T�� •� CURB 0. 1'N 55 55 5�:S�s�5� - �G -.L„ : f - '' % : c '- - - '12 'a .4e ° " e • :,': -. -. %'--' .. • -•_ •_ •_ •-: •_%:'•__ % •�%''-• '_: .. ® SITE #1 •.,%:. '%.,'�-.-%- . ..' .5EFAT1VIl �— - KE . 36 ' (C) 355. 48 ' (D) CB 8 T.R�5 WELL (7YP - ]° 08' (CTI S89 °45' 31 "E 13.10 - 43 ' (C) (,H 4 CB 9 v � d d 4 4 d 0 SI.GN a S 348 TR STREET P Q Q Q N OD OD 0 0 n d` CB 10 1 UQ Cu O Q Q N Ctl Cn CT7 SOUTHEAST CORNER SEC- 20 FOUND 3" BRASS ❑ISK W/ "X", INCASE❑, DOWN 0-8', 20 21 VISITE❑ 2-22-2023- 29 28 VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. XX-XXXXXX-XX APPROVED DATE m Lu Q 0 Z d 0 U) W Z 0 Ln LuLu Of J W � o, J Z CL �j M i r. Qo��❑ M�AV I Zoe Z�2 ❑`� c 9 Z iJ7 W W v' °i z W>r"? x Ln a+-j ON in N Z x 0 o {I i LL a � v cn O1 �ry Q] kD W� n r�,QLu Ln � ZZol op cw ' L WON Q LU Fo J 0 v � a T � a u At I RA �FI 37835 `5 ,10NAL Y��l 06.29.2023 00 co ti m a C4 a N_ a W z 0 O 171 U u Z V m N O 1-4LI} Q 00 4+ Qcn Q ❑ }00-1 W_ w Lu " Ow W Q ❑ ❑ ,--I LL ~ Lu r- Q Lu W Z Lu Z71 V% D 0 t DESIGNER: J. BARR ENGINEER: B. ALLEN DRAWN: J. BARR 320 T 21 N R 04 E WM DATE: 06.29.2023 REVISED: PROJECT: 23-015 DWG NAME: 23-015-SITE DEV SHE••--E��T REV. CL z of 7 -A GRAPHIC SCALE 0 20 40 I INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (11"x17} SOIL AMENDMENT NOTE ALL DISTURBED SOILS SHALL BE AMENDED PER SOIL AMENDMENT NOTE ON SHEET C4. DEMOLITION NOTE � SD SD BUILDING DEMOLITION COMPLETED UNDER SEPARATE PERMIT. SEEDING NOTES 1. THE FOLLOWING SEED MIXTURE SHALL BE AS BELOW AND SHALL BE APPLIED AT THE RATE RECOMMENDED BY THE SUPPLIER TABLE 3.2. TEMPORARY EROSION CONTROL SEED MIX % Weight % Purity 9/o Germination Chewings or annual blue grass (Festuca rubra var. commutate or Poa anna) 40 98 90 Perennial rye (Lolium perenne) 50 98 90 Redtop or colonial bentgrass (Agrostis alba or Agrostis tenuis) 5 92 85 White dutch clover (Trifolium repens) 7-5 9$ gQ 2. SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. 3. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED WILL BE NECESSARY. (E.G., GEOTEXTILES, JUTE MAT, CLEAR PLASTIC COVERING). 4. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. 5. THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. 6. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIER'S RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. 7. THE CONTRACTOR WILL CHECK ALL SEEDED OR SODDED AREAS REGULARLY TO ENSURE THAT THE VEGETATIVE IS BEING ADEQUATELY ESTABLISHED. AREAS WILL BE REPAIRED, RESEEDED, AND FERTILIZED AS REQUIRED. CONSTRUCTION SEQUENCE 1. HOLD A PRE -CONSTRUCTION MEETING WITH THE CITY AND OBTAIN REQUIRED PERMITS. 2. FIELD LOCATE AND VERIFY ALL EXISTING SERVICES AND UTILITIES WITHIN THE PROJECT AREA. SEE VERIFICATION NOTE ON PLAN SHEETS. FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES AND UTILITY CONNECTIONS AND PROVIDE INFORMATION TO PROJECT ENGINEER. 3. ESTABLISH CLEARING AND GRADING LIMITS. 4. CONSTRUCT PERIMETER SILT FENCES AND OTHER EROSION CONTROL MEASURES AS NEEDED. 5. SCHEDULE CLEARING LIMITS AND EROSION CONTROL INSPECTIONS WITH THE CITY. 6. POTHOLE ALL EXISTING UTILITIES WITHIN CONSTRUCTION AREA. 7. DEMOLISH AND REMOVE EXISTING STRUCTURES, ROADS, AND UTILITIES. 8. CONSTRUCT IMPROVEMENTS PER PLANS. 9, STABILIZE ALL EXPOSED SOILS. 10. ARRANGE FINAL INSPECTION WITH THE CITY. 11. ON -SITE SILTATION FENCE TO REMAIN UNTIL THE SITE IS STABILIZED TO THE APPROVAL OF THE CITY INSPECTOR. 12. REMOVE TESC MEASURES WHEN ALLOWED BY THE CITY INSPECTOR. DPP/T P P ASSA 2 RETAIL BUILDING A PORTION OF THE NE 114 OF THE SE 114 OF SECTION 20, TOWNSHIP 21 N, RANGE 4 E, W.M., FEDERAL WAY, WASHINGTON CB 34 - o - _." L5 12" PINE -:;: m . U _9IlGK E Pam— - ' tJF H a d n . - S❑MH 35 - -: IP 6 SHRUB XL cz�J _g -HB 12 _ — 8' CYCLONE FENCE — ---- Q _L 5 CLONE FENCE 14" - — ~�� —_� l -/_ -/ / I LB :-'--- ; :/ 6" ADS CULVERT C B I 77i�_ I 277.51 XL FILTERRA 15 _ I 06 - -._ - - - 10 - 24"tj - -_ 14" NIPILU - . - 17 CJB -_ - - -- -- -:.. IC PRESERVE AND PROTECT 4 - - = • 6 - 3 03 24 --_ - J EXISTING ASPHALT PARKING- ' _ AREA AND EXTRUDED CURB -_:- : - -: S Co _g 20 w LLJ w+ :- U II 1 CL ®I r :; -:: -.:•-� � l w 1 r;� LLi zI � W w BUIL❑ING 21 " 3 -'- P P 24 31 I �5•, II �I -'--'�''';' CBI 7„ ' F C y ff JA DEUNKNf +I DEMOLISH AND REMOVE FLANU :.:.V) II , I EXISTING 6' CYCLONE FENCE • L +' DCGCL w pp . . . . . . . . . . . . . . . . . ... . ... . .. ..... L) �n PRESERVE AND PROTECT EXISTING ASPHALT PARKING SDMH 3 -SD` B„ AREA AND EXTRUDED CURB B 1 DEMOLISH AND REMOVE `'O ASPHALT AND EXTRUDED CURB 47' CEDAR TWIN .: f` - ICJ B CD ~3' — ICB 3 4' ; 4 L Tp D P H 19 HH (2) LS �0 S0,—SS 55 d A L5 5JB .❑Mi. 2 s d DPP a d / -// - /- /•. a c CJB _M2 P P DE_ :; DEMOLISH AND REMOVE �= - --.:'- •:'-:;-_;' ..:::: `• /. � /. ... � : • �� "- � , .12 ASPHALT CURB GUTTER ' �• ''_ -.T '•�•� ': • /�� '•'_ �••� - • , r- as -.- AND SIDEWALK _ ..' E FA T Il 4�A CB r. 280 '° d d TRC�..WELL a 4Q .6 4 [7Yp-]' 4 6 a d 6, 3L� e"0 SI.GfV 08 CB 1 TESL LEGEND PRESERVE AND PROTECT AS NOTED IP INLET PROTECTION SEE DETAIL 2, SHEET C4 x x— (-C= FILTER FABRIC FENCE SEE DETAIL 3, SHEET C4 CLEARING LIMITS (0.18 AC) CONSTRUCTION ENTRANCE SEE DETAIL 1, SHEET C4 DEMOLISH AND REMOVE AS NOTED. MAY REQUIRE SEPARATE PERMIT PRESERVE AND PROTECT AS NOTED INLET PROTECTION NOTE INLET PROTECTION SHALL BE INSTALLED IN ALL EXISTING INLETS DOWNSTREAM AND WITHIN 500-FT OF SITE DISTURBED AREAS, AND IN ALL NEW INLETS BOTH ON -SITE AND OFF -SITE VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. XX-XXXXXX-XX APPROVED DATE m W Q 0 z H 0- Fr 0 U) L1 z 0 GO W Of JLU0 rn JZQ� 3: :3 M i r. Qo��❑ V 8Q= Z o a' Z�= ❑�' — 2 Z �� OCN LLJ I z W >1, r4 mx 4] ZnxoLo V) M u_ a cn Wr�,QLu � u, -OP ro L W (D -6 LLJ 6 J 0 U >a � � a U RA L �F I 37835 O� IST�q SSIONAL 06.29.2023 00 Co ti a) a c4 a N_ u.i Z ^0 LL U Z m N O Q CO Ln W W J 00 _j J Lu z ❑ Q z❑ r W LU LL � H Q W W z Z LU 0 U DESIGNER: J. BARR ENGINEER: B. ALLEN DRAWN: J. BARR 320 T21 N R04 E WM DATE: 06.29.2023 REVISED: PROJECT. 23-015 DWG NAME: 23-015-SITE DEV SHEET REV. C3 ❑ 3 OF 7 R=25' MIN . IF A ROADSIDE DITCH IS PRESENT, INSTALL DRIVEWAY CULVERT PER KCRDCS 4"- 8" �... ,.., . . SPALLS GEOTEXTILE 1 12" MIN. THICKNESS ASSA 2 RETAIL BUILDING A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 20, TOWNSHIP 21 N, RANGE 4 E, W.M., FEDERAL WAY, WASHINGTON L\ PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA NOTES: ■ PER KING COUNTY ROAD DESIGN AND CONSTRUCTION STANDARDS (KCRDCS), DRIVEWAYS SHALL BE PAVED TO EDGE OF R-O-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. ■ IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD. CONSTRUCTION ENTRANCE NOT TO SCALE CONSTRUCTION ENTRANCE NOTES 1. MATERIAL SHALL BE 4" TO 8" QUARRY SPALLS ( 4 TO 6 INCH FOR RESIDENTIAL SINGLE FAMILY LOTS) AND MAY BE TOP -DRESSED WITH 1 TO 3 INCH ROCK. 2. THE ROCK PAD SHALL BE AT LEAST 12" THICK AND 100' LONG (REDUCED TO 20 FEET FOR SITES LESS THAN 1 ACRE OF DISTURBED SOIL) WIDTH SHALL BE FULL WIDTH OF INGRESS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR SINGLE-FAMILY RESIDENTIAL AND COMMERCIAL SITES . 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN FUNCTION OF THE PAD. 4. IF THE PAD DOES NOT ADEQUATELY REMOVE MUD FROM THE VEHICLE WHEELS, THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET.THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH A SILT FENCE PER WSDOT SPECIFICATION 9-33 CONSTRUCTION GEOTEXTILES. S. CRUSHED CONCRETE, CEMENT OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION IS NOT ALLOWED. 6. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS: - GRAB TENSILE STRENGTH (ASTM D4751): 200 PSI MINIMUM - GRAB TENSILE ELONGATION (ASTM D4632): 30 PERCENT MAXIMUM - MULLEN BURST STRENGTH (ASTM D3786-80A): 400 PSI MINIMUM - AOS (ASTM D4751): 20 TO 45 (U.S. STANDARD SIEVE SIZE). GRADING AND TESL NOTES 1. ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO ANY LAND CLEARING AND/OR OTHER CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER ANY EXISTING DRAINAGE SYSTEM. THE CONTRACTOR SHALL SCHEDULE AN INSPECTION OF THE EROSION CONTROL FACILITIES PRIOR TO ANY LAND CLEARING AND/OR OTHER CONSTRUCTION. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION AS DETERMINED BY THE CITY, UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, AND ADDITIONS TO THE EROSION AND SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMIT -FEE. 2. THE EROSION AND SEDIMENTATION CONTROL SYSTEM FACILITIES DEPICTED ON THESE PLANS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE THE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES, AND/OR STORM DRAINAGE SYSTEMS. 3. NO TEMPORARY OR PERMANENT STOCKPILING OF MATERIALS OR EQUIPMENT SHALL OCCUR WITHIN CRITICAL AREAS OR ASSOCIATED BUFFERS, OR THE CRITICAL ROOT ZONE FOR VEGETATION PROPOSED FOR RETENTION. JOINTS IN FILTER FABRIC SHALL BE SPLICED NOTE: IF TO BE USED AS HIGH VISIBILIY FENCE, AT POSTS. USE STAPLES, WIRE RINGS OR IT SHALL BE 4 FT. MIN. HIGH FROM SURFACE EQUIVALENT TO ATTACH FABRIC TO POSTS. GRADE AND MUST BE HIGHLY VISIBLE. 2"X2" BY 14 Ga. WIRE OR ` EQUIVALENT, IF STANDARD 1 - STRENGTH FABRIC USED z FILTER FABRIC CV r i 6' MAX. • z MINIMUM 4"x4" TRENCH POST SPACING MAY BE ■ - INCREASED TO 8' IF ' BACKFILL TRENCH WITH NATIVE SOIL T T WIRE BACKING IS USED OR 3/4" TO 1-1/2" WASHED GRAVEL NOTE: FILTER FABRIC FENCES 2"x4" WOOD POSTS, STEEL FENCE SHALL BE INSTALLED ALONG POSTS, REBAR, OR EQUIVALENT CONTOURS WHENEVER POSSIBLE SILT FENCE DETAIL NOT TO SCALE PLASTIC COVERING NOTES PLASTIC SLOPE COVER MUST BE INSTALLED AS FOLLOWS: 1. RUN PLASTIC UP AND DOWN SLOPE, NOT ACROSS SLOPE. • PLASTIC MAY BE INSTALLED PERPENDICULAR TO A SLOPE IF THE SLOPE LENGTH IS LESS THAN 10 FEET. ■ MINIMUM OF 8-INCH OVERLAP AT SEAMS. • ON LONG OR WIDE SLOPES, OR SLOPES SUBJECT TO WIND, TAPE ALL SEAMS. ■ PLACE PLASTIC INTO A SMALL (12-INCH WIDE BY 6-INCH DEEP) SLOT TRENCH AT THE TOP OF THE SLOPE AND BACKFILL WITH SOIL TO KEEP WATER FROM FLOWING UNDERNEATH. ■ PLACE SAND FILLED BURLAP OR GEOTEXTILE BAGS EVERY 3 TO 6 FEET ALONG SEAMS AND TIE THEM TOGETHER WITH TWINE TO HOLD THEM IN PLACE. ■ INSPECT PLASTIC FOR RIPS, TEARS, AND OPEN SEAMS REGULARLY AND REPAIR IMMEDIATELY. THIS PREVENTS HIGH VELOCITY RUNOFF FROM CONTACTING BARE SOIL WHICH CAUSES EXTREME EROSION. • SANDBAGS MAY BE LOWERED INTO PLACE TIED TO ROPES. HOWEVER, ALL SANDBAGS MUST BE STAKED IN PLACE, 2. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MIL. 3. IF EROSION AT THE TOE OF A SLOPE IS LIKELY, A GRAVEL BERM, RIPRAP, OR OTHER SUITABLE PROTECTION SHALL BE INSTALLED AT THE TOE OF THE SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF. SILT FENCE NOTES 1. THE CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY SILT FENCES AT THE LOCATIONS SHOWN IN THE PLANS. 2. CONSTRUCT SILT FENCES IN AREAS OF CLEARING, GRADING, OR DRAINAGE PRIOR TO STARTING THOSE ACTIVITIES. 3. THE SILT FENCE SHALL HAVE A 2 FEET MIN. AND 2.5 FEET MAX. HEIGHT ABOVE THE ORIGINAL GROUND SURFACE. 4. THE FILTER FABRIC SHALL BE SEWN TOGETHER AT THE POINT OF MANUFACTURE TO FORM FILTER FABRIC LENGTHS AS REQUIRED. LOCATE ALL SEWN SEAMS AT SUPPORT POSTS. ALTERNATIVELY, TWO SECTIONS OF SILT FENCE CAN BE OVERLAPPED, PROVIDED THE CONTRACTOR CAN DEMONSTRATE, TO THE SATISFACTION OF THE ENGINEER, THAT THE OVERLAP IS LONG ENOUGH AND THAT THE ADJACENT FENCE SECTIONS ARE CLOSE ENOUGH TOGETHER TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE FENCE AT THE OVERLAP. 5. ATTACH THE FILTER FABRIC ON THE UP -SLOPE SIDE OF THE POSTS AND SECURE WITH STAPLES, WIRE, OR IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ATTACH THE FILTER FABRIC TO THE POSTS IN A MANNER THAT REDUCES THE POTENTIAL FOR TEARING. 6. SUPPORT THE FILTER FABRIC WITH WIRE OR PLASTIC MESH, DEPENDENT ON THE PROPERTIES OF THE GEOTEXTILE SELECTED FOR USE. IF WIRE OR PLASTIC MESH IS USED, FASTEN THE MESH SECURELY TO THE UP -SLOPE SIDE OF THE POSTS WITH THE FILTER FABRIC UP -SLOPE OF THE MESH. 7. MESH SUPPORT, IF USED, SHALL CONSIST OF STEEL WIRE WITH A MAXIMUM MESH SPACING OF 2 INCHES, OR A PREFABRICATED POLYMERIC MESH. THE STRENGTH OF THE WIRE OR POLYMERIC MESH SHALL BE EQUIVALENT TO OR GREATER THAN 180 POUNDS GRAB TENSILE STRENGTH. THE POLYMERIC MESH MUST BE AS RESISTANT TO THE SAME LEVEL OF ULTRAVIOLET RADIATION AS THE FILTER FABRIC IT SUPPORTS. S. BURY THE BOTTOM OF THE FILTER FABRIC 8 INCHES MIN. BELOW THE GROUND 9. SURFACE. BACKFILL AND TAMP SOIL IN PLACE OVER THE BURIED PORTION OF THE FILTER FABRIC, SO THAT NO FLOW CAN PASS BENEATH THE FENCE AND SCOURING CANNOT OCCUR. THE WIRE OR POLYMERIC MESH SHALL EXTEND INTO THE GROUND 3 INCHES MIN, 10. DRIVE OR PLACE THE FENCE POSTS INTO THE GROUND 18 INCHES MINIMUM. A 12-INCH MINIMUM DEPTH IS ALLOWED IF TOPSOIL OR OTHER SOFT SUBGRADE SOIL IS NOT PRESENT AND 18 INCHES CANNOT BE REACHED. INCREASE FENCE POST MIN. DEPTHS BY 6 INCHES IF THE FENCE IS LOCATED ON SLOPES OF 3H:1V OR STEEPER AND THE SLOPE IS PERPENDICULAR TO THE FENCE. IF REQUIRED POST DEPTHS CANNOT BE OBTAINED, THE POSTS SHALL BE ADEQUATELY SECURED BY BRACING OR GUYING TO PREVENT OVERTURNING OF THE FENCE DUE TO SEDIMENT LOADING. 11. USE WOOD, STEEL, OR EQUIVALENT POSTS. THE SPACING OF THE SUPPORT POSTS SHALL BE A MAXIMUM OF 6 FEET. POSTS SHALL CONSIST OF EITHER: - WOOD WITH DIMENSIONS OF 2-INCHES BY 2-INCHES WIDE MIN. AND A 3-FEET MIN. LENGTH. WOOD POSTS SHALL BE FREE OF DEFECTS SUCH AS KNOTS, SPLITS, OR GOUGES. - NO. 6 STEEL REINFORCEMENT BAR OR LARGER. - ASTM A 120 STEEL PIPE WITH A MINIMUM DIAMETER OF 1 INCH. - U, T, L, OR C SHAPE STEEL POSTS WITH A MINIMUM WEIGHT OF 1.35 POUNDS/FEET. - OTHER STEEL POSTS HAVING EQUIVALENT STRENGTH AND BENDING RESISTANCE TO THE POST SIZES LISTED ABOVE. 12. LOCATE SILT FENCES ON CONTOUR AS MUCH AS POSSIBLE, EXCEPT AT THE ENDS OF THE FENCE, WHERE THE FENCE SHALL BE TURNED UPHILL SUCH THAT THE SILT FENCE CAPTURES THE RUNOFF WATER AND PREVENTS WATER FROM FLOWING AROUND THE END OF THE FENCE. 13. IF THE FENCE MUST CROSS CONTOURS, WITH THE EXCEPTION OF THE ENDS OF THE FENCE, PLACE GRAVEL CHECK DAMS PERPENDICULAR TO THE BACK OF THE FENCE TO MINIMIZE CONCENTRATED FLOW AND EROSION. THE SLOPE OF THE FENCE LINE WHERE CONTOURS MUST BE CROSSED SHALL NOT BE STEEPER THAN 3H:IV. - GRAVEL CHECK DAMS SHALL BE APPROXIMATELY 1 FOOT DEEP AT THE BACK OF THE FENCE. GRAVEL CHECK DAMS SHALL BE CONTINUED PERPENDICULAR TO THE FENCE AT THE SAME ELEVATION UNTIL THE TOP OF THE CHECK DAM INTERCEPTS THE GROUND SURFACE BEHIND THE FENCE. - GRAVEL CHECK DAMS SHALL CONSIST OF CRUSHED SURFACING BASE COURSE, GRAVEL BACKFILL FOR WALLS, OR SHOULDER BALLAST. GRAVEL CHECK DAMS SHALL BE LOCATED EVERY 10 FEET ALONG THE FENCE WHERE THE FENCE MUST CROSS CONTOURS. SILT FENCE INSTALLATION USING THE SLICING METHOD SPECIFICATION DETAILS FOLLOW: 1. THE BASE OF BOTH END POSTS MUST BE AT LEAST 2 TO 4 INCHES ABOVE THE TOP OF THE FILTER FABRIC ON THE MIDDLE POSTS FOR DITCH CHECK DAMS TO DRAIN PROPERLY. USE A HAND LEVEL OR STRING LEVEL, IF NECESSARY, TO MARK BASE POINTS BEFORE INSTALLATION. 2. INSTALL POSTS 3 TO 4 FEET APART IN CRITICAL RETENTION AREAS AND 6 TO 7 FEET APART IN STANDARD APPLICATIONS. INSTALL POSTS 24 INCHES DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE, AND AS CLOSE AS POSSIBLE TO THE FILTER FABRIC, ENABLING POSTS TO SUPPORT THE FILTER FABRIC FROM UPSTREAM WATER PRESSURE, 3. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE FILTER FABRIC. 4. ATTACH THE FILTER FABRIC TO EACH POST WITH THREE TIES, ALL SPACED WITHIN THE TOP 8 INCHES OF THE FILTER FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FILTER FABRIC, WITH EACH PUNCTURE AT LEAST 1 INCH VERTICALLY APART. EACH TIE SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN TIGHTENING TO PREVENT SAGGING. 5. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH THREE TIES. 6. NO MORE THAN 24 INCHES OF A 36-INCH FILTER FABRIC IS ALLOWED ABOVE GROUND LEVEL, 12 INCHES MUST BE BURIED. 7. COMPACT THE SOIL IMMEDIATELY NEXT TO THE FILTER FABRIC WITH THE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER EXERTING AT LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE FIRST AND THEN EACH SIDE TWICE FOR A TOTAL OF FOUR TRIPS. CHECK AND CORRECT THE SILT FENCE INSTALLATION FOR ANY DEVIATION BEFORE COMPACTION. USE A FLAT -BLADED SHOVEL TO TUCK FABRIC DEEPER INTO THE GROUND IF NECESSARY. AMENDED SOILS NOTE • SOIL AMENDMENTS ARE REQUIRED FOR ALL DISTURBED AREAS IN ACCORDANCE WITH BMP L613: POST -CONSTRUCTION SOIL QUALITY AND DEPTH OF THE 2012 SURFACE WATER MANAGEMENT MANUAL ■ AMENDED SOILS SHALL BE A MINIMUM OF 8" (NON -COMPACTED) WITH SUBSOILS SCARIFIER AT LEAST 4" WITH INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, WHERE FEASIBLE. • QUALITY OF COMPOST AND OTHER MATERIALS USED TO MEET THE ORGANIC CONTENT REQUIREMENTS ARE AS FOLLOWS: A. THE ORGANIC CONTENT FOR "PRE -APPROVED" AMENDMENT RATES CAN BE MET ONLY USING COMPOST THAT MEETS THE DEFINITION OF "COMPOSTED MATERIALS" IN WAC 173-350-220. THE WAC IS AVAILABLE ONLINE AT: HTTP://WWW.ECY.WA.GOV/PROGRAMS/SWFA/FACILITIES/350.HTML THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 35% TO 65%, AND A CARBON TO NITROGEN RATIO BELOW 25:1, THE CARBON TO NITROGEN RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND LOWLANDS REGION. B. CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIALS AS DEFINED ABOVE; OR OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, AND MEETING THE CONTAMINANT STANDARDS OF GRADE A COMPOST. • USE ONE OF THE FOLLOWING OPTIONS TO MEET THE POST CONSTRUCTION SOIL QUALITY AND DEPTH REQUIREMENTS. USE THE MOST RECENT VERSION OF "GUIDELINES FOR RESOURCES FOR IMPLEMENTING SOIL QUALITY AND DEPTH BMP T5.13" TO MEET THE REQUIREMENTS OF THIS BMP. THIS GUIDANCE CAN BE FOUND ONLINE AT: WWW.SOILSFORSALMON.ORG A. LEAVE NATIVE VEGETATION AND SOIL UNDISTURBED, AND PROTECT FROM COMPACTION DURING CONSTRUCTION B. AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT "PRE -APPROVED" RATES, OR AT CUSTOM CALCULATED RATES BASED ON SPECIFIERS TESTS OF THE SOIL AND AMENDMENT C. STOCKPILE EXISTING TOPSOIL DURING GRADING, AND REPLACE IT PRIOR TO PLANTING. STOCKPILED TOPSOIL MUST ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS, EITHER AT A DEFAULT "PRE -APPROVED" RATE OR AT A CUSTOM CALCULATED RATE. D. IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE REQUIREMENTS. MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF THE SAME SITE. SOIL THAT ALREADY MEETS THE DEPTH AND ORGANIC MATTER QUALITY STANDARDS, AND IS NOT COMPACTED, DOES NOT NEED TO BE AMENDED. • AMENDED SOILS SHALL BE MAINTAINED AS FOLLOWS: A. SOIL QUALITY AND DEPTH SHOULD BE ESTABLISHED TOWARD THE END OF CONSTRUCTION AND ONCE ESTABLISHED, SHOULD BE PROTECTED FROM COMPACTION, SUCH AS FROM LARGE MACHINERY USE, AND FROM EROSION. B. SOIL SHOULD BE PLANTED AND MULCHED AFTER INSTALLATION. C. PLANT DEBRIS OR ITS EQUIVALENT SHOULD BE LEFT ON THE SOIL SURFACE TO REPLENISH ORGANIC MATTER. D. IT SHOULD BE POSSIBLE TO REDUCE USE OF IRRIGATION, FERTILIZERS, HERBICIDES AND PESTICIDES, THESE ACTIVITIES SHOULD BE ADJUSTED WHERE POSSIBLE, RATHER THAN CONTINUING TO IMPLEMENT FORMERLY ESTABLISHED PRACTICES. SEE PROJECT CONSTRUCTION SWPPP FOR ADDITIONAL INFORMATION OR SECTION 2.2.1.4 OF CHAPTER 2 OF VOLUME 6 OF THE 2016 CITY OF TACOMA SURFACE WATER MANAGEMENT MANUAL STANDARD EROSION CONTROL NOTES 1. ON -SITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE OF THE STORM SYSTEM BY THE MUNICIPALITY SHALL BE CORRECTED BY THE APPLICANT AND/OR THE CONTRACTOR. 2. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY, ALL CONSTRUCTION WORK WITHIN THE DEVELOPMENT THAT WILL AGGRAVATE THE SITUATION MUST CEASE AND THE APPLICANT/CONTRACTOR SHALL IMMEDIATELY COMMENCE RESTORATION OR MITIGATION MEASURES. RESTORATION ACTIVITY SHALL CONTINUE UNTIL SUCH TIME AS THE PROBLEM IS RECTIFIED. 3. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THIS DRAWING SHALL BE INSTALLED PRIOR TO OR AS THE FIRST STAGE OF SITE PREPARATION. 4. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THIS DRAWING NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE APPLICANT/CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES, AND/OR STORM DRAINAGE SYSTEMS. 5, IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION OR EXPERIENCED LAND DISTURBING ACTIVITIES AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD EXCEEDING THE LISTED CRITERIA, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING, OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE APPLICANT/CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT. CRITERIA FOR EXPOSURE OF DISTURBED SURFACES FROM CHAPTER 8 OF THE PIERCE COUNTY STORMWATER MANAGEMENT MANUAL SHALL BE LISTED HERE BY THE ENGINEER. 6. THE PROJECT ENGINEER OR PROJECT SURVEYOR WILL BE RESPONSIBLE FOR FIELD LOCATING THE CLEARING LIMITS AND ESTABLISHING THOSE BOUNDARIES WITH BRIGHT COLORED FLAGGING. THE CONTRACTOR SHALL CLEAR TO THE LIMITS AS ESTABLISHED ON THIS PLAN AND AS FLAGGED IN THE FIELD. 7. THE CITY SHALL BE RESPONSIBLE FOR THE INSPECTION AND ACCEPTANCE OF ALL CLEARING AND GRADING WORK AND EROSION AND SEDIMENTATION CONTROL FACILITIES. THE APPLICANT AND/OR CONTRACTOR SHALL NOTIFY THE CITY FORTY-EIGHT HOURS IN ADVANCE OF EACH REQUIRED EROSION AND SEDIMENT CONTROL INSPECTION. INSPECTION NO. 1 - INSTALLATION OF EROSION CONTROL FACILITIES/PRIOR TO CLEARING, INSPECTION NO. 2 - COMPLETION OF CLEARING. INSPECTION NO. 3 - UPON COMPLETION OF EXCAVATION, FILLING, AND EARTHWORK. INSPECTION NO. 4 - COMPLETION OF PROJECT. INSPECTION NO. 5 - AS NEEDED TO DETERMINE COMPLIANCE WITH APPROVED PLANS AND/OR SPECIFICATIONS. (DOES NOT REQUIRE ADVANCE NOTICE.) 8. ALL WORK ASSOCIATED WITH STABILIZING THE DISTURBED AREAS SHALL BE IN ACCORDANCE WITH THE KING COUNTY STORMWATER MANAGEMENT MANUAL. 9. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON SITE TO PREVENT DEBRIS, DUST, AND MUD FROM ACCUMULATING ON THE PUBLIC RIGHT-OF-WAY, 10. CONTRACTOR SHALL LEAVE THE INFILTRATION SYSTEM OFFLINE (DOES NOT RECEIVE STORMWATER) UNTIL THE SITE IS SUBSTANTIALLY STABILIZED OR AT THE APPROVAL OF THE ENGINEER, UNDER NO CIRCUMSTANCES IS CONCRETE WASH OUT WATER OR HEAVY SEDIMENTS TO BE ALLOWED IN STORM SYSTEM. DRAINAGE GRATE - RECTANGULAR GRATE SHOWN BELOW INLET GRATE DEVICE DRAINAGE GRATE SEDIMENT AND DEBRIS [PROVIDE 5 CIF OF STORAGE] OVERFLOW BYPASS [TYPF;ETRIEVAL SYSTEM (TYP.) *I 11 Eel :11_lkipDIZA[N;I INLET PROTECTION DETAIL NOT TO SCALE INLET PROTECTION NOTES 1. FILTERS SHALL BE INSPECTED AFTER EACH STORM EVENT AND CLEANED OR REPLACED WHEN 1/3 FULL. 2. ALL CATCH BASINS WITHIN 500' DOWNSLOPE OF PROJECT SITE SHALL INSTALL INLET PROTECTION, AS WELL AS ANY OTHER CATCH BASINS THAT COULD POSSIBLE RECEIVE RUNOFF FROM THE CONSTRUCTION SITE SHALL HAVE INLET PROTECTION INSTALLED AND MAINTAINED VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. XX-XXXXXX-XX APPROVED DATE m LL I Q 0 z O rZ 0 w z 0 Ln w Of cn JLUo o, JZQIn� M i So) _00 �0 ZGH Z v - 2 Z o ®r, 1=�oc.7 Z3 Icn W�`�'�z r"? W X 0�N in N L Z�MC)d iIl LL a � - n 2 ;,j v cn 0) a �o �)Ln W[_�Q� ZZC ' w L Lu (D -0 Z Q LLJ Fo J 0 v >a � � a V i At ol A jLlWF .FI 37835 O� 4� ssIONAL Y��l 06.29.2023 00 00 ti a) a c4 a N di z 0 2 Lo J 171 i--i u Z Q m N O W ❑ ¢ rn ¢cam = Q Lu W w � w lu w O LLI J p r LL H ~ Z H W w w z O 0 U DESIGNER: J. BARR ENGINEER: B. ALLEN DRAWN: J. BARR 320 T 21 N R 04 E WM DATE: 06.29.2023 REVISED: PROJECT. 23-015 DWG NAME: 23-015-SITE DEV SHEET REV. C4 A 4 OF 7 GRAPHIC SCALE ASSA 2 RETAIL BUILDING 0 20 40 A PORTION OF THE NE 114 OF THE SE 114 OF SECTION 20, TOWNSHIP 21 N, RANGE 4 E, W.M., 1 INCH = 20 FEET (22"x34") FEDERAL WAY, WASHINGTON 1 INCH = 40 FEET (11"x17} I CB 34 -��5-=- 12" PINE -" "" d _ �QCKERY _ - - : C7FH 3� _ J " - ".:::. 30 @S❑MH - f_ - - �- SD SD �Sf�- Sf] SHRUB` - - r �27,9 _ - -- - - - 5't#RL}B - - - - - - 12' - - -�- - _ �- 8 CYCLONE FENCE 6' YCLONE FENCE �" �` I a _ - -"- '- f H'•: :' J 6" A❑5 CULVERT - 34" 1 ❑ ❑ -G - EXIST. SSMH IE ' ,1 .51 ' 4 ICB (2) C1 16 2„ ":: - _- LADDER NW c; I FILTERRA 15 / 10 " � : ":: -..' .'.." ".:. --.... " - •" -.. ..'" -, "-: '-: - :�:: --.� RIM = 275.16 r ll 4" 5" 06" - - . - } 6" PVC IE NE = 267.3fi 16„ 24" EXISTING 6" SS SERVICE, LENGTH AND -" .- _ 6" PVC IE SE = 267.33 - -- - - ".. - . II ._ -: DEPTH UNKNOWN, CONTRACTOR IS TO "- -• -� :1B- Fi PVC IE SW = 257.31 PER SURVEY VERIFY PER VERIFICATION NOTE ( ) - -. -a 14 1 f SEE DETAIL GRADING #1 e 17� ON SHEET C6 - SSCO "" _ " . yS� - CJB , 2 " - ICB ❑„ - RIM = 275.00-" „ -_ -• IE = 270.00 4 SDCO 5 " 24 „ 5DC0 . ' " RIM = 275.30 RIM = 275.30 IE = 273.05 a d S GO Ir,9 " IE - 273.80 ��- 1 z 73 LF 6" ADS N-12p ..e@1.0°Io C7 LLI a RD a RD.."" - w -. 6 „} 8 LDoil 14 CD vo r ` NEW BUILDING -4 ExI�TING 21' FF=27Jr.JrO /z _ _ BUILDINGI _1 24 301„ II �5"_ ' �ICBI LL CD SEE DETAIL GRADING #2 SDCO _ -= .= Ia „ ON SHEET C6 r �5 ec RIM = 275.50 j """,: -- u u �:,......- --- -...� � -... IE = 272.15 -":--"-'-".� io {5� _"" -,- "" -- r� 0i 7 I Ems: � ""- •-- •-" r 15 LF 6" ADS N-12 @ 1.0°/° : FC1 ❑� 33 LF 6" SO ADS N (12 @ 1.0°I° 5DC0 RIM = 275.45 � --.. RIM = 275.35 IE = 272�00 SDCO - " IE = 271.76 RIM = 275.30 O N Cf FCe �rTE 1 d 1 _-- _ IE = 272.09 =R� FG e '� d `� ��► Cruel . III h ❑ �T-�" � "-":: "" - .. � l 2 24 LF 6 ADS N-II12 I@ 1.0°/a :" 2 „ 5 "- �J ��"RL -.- "- v7 I a �I Id7S m� MH 3 CB EXIST. SDCB TYPE-2 7 CB 5 I�� I LADDER W �a f ICB _- - I 5'Q RIM 274.71 _ y 47 " CEDAR TWIN I I I 6" PVC IE N 271.32 : -- �= / ILJB -"- " .:. 1 4 -"B (3) 12" ADS IE SW 269.94 -.: -/� :- 4"� �� - - - -,- 3b CMP IE SE 268.68 WM� _2 d 1 2 T /- �,- 1 CJB a' EDMH d CJB ...:. A:1`-fin:'' •-- ��"� V � � ®'O• �� 'IS�L� :�_: •`�-"--=� "" """ C�:��: ��' �.'�'� � ""- "�®�"?�� " "". -"�"= "-...= ... : "�= �- NEW WATER METERS SERVICE LINES AND FIRE v I LINE SHOWN FOR REFERENCE. SEE LAKEHAVENr - L-- d 19 UTILITY DISTRICT IMPROVEMENT PLANS 2-•: - ": �: :.a� S_ y S5 5S S - . 5 "yam T S, ..aS:ma -" - T '�M�I, 12 A A TREE- WELL 7 d �. a 5 "q: SIaGN CB B CB 9 CB 10 SOUTH 348TH STREET ROOF/YARD DRAINAGE NOTES 1. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF DOWNSPOUTS. DOWNSPOUTS SHALL TIE IN AT EITHER A ROOF DRAIN CLEAN OUT OR YARD DRAIN AS SPECIFIED ON THE PLANS. 2. ALL ROOF/YARD DRAIN PIPE SHALL BE A MINIMUM 6"0 HAVING A MINIMUM SLOPE OF 1.00/° UNLESS OTHERWISE SPECIFIED ON PLANS. 3. PIPE SHALL HAVE A MINIMUM COVER OF 1.0' IN NON -TRAFFIC BEARING AREAS AND 2.0' IN TRAFFIC BEARING AREAS UNLESS OTHERWISE SPECIFIED ON PLANS. 4. PIPE SHALL BE ADS N-12 OR APPROVED EQUIVALENT UNLESS COVER IS LESS THAN 2.0' IN TRAFFIC BEARING AREAS. IN THIS CASE, DUCTILE IRON PIPE OR APPROVED EQUIVALENT SHALL BE USED. 5. YARD DRAINS SHALL BE ADDED AS NEEDED TO ENSURE THAT NO STANDING WATER IS ALLOWED. POSITIVE DRAINAGE SHALL BE PROVIDED IN LANDSCAPED AREAS TO PROVIDED YARD DRAINS. 6. ALL SDCO'S AND COVERS LOCATED IN TRAFFIC AREAS SHALL BE TRAFFIC BEARING. UTILITY NOTE SEWER AND WATER UTILITY SERVICES FOR THE PROPOSED BUILDING ARE PROVIDED BY LAKEHAVEN UTILITY DISTRICT WITH THE ORIGINAL DEVELOPMENT OF THE PARCEL. SERVICE LOCATIONS CONNECTION LOCATIONS WERE NOT AVAILABLE AT THE TIME THE SURVEY WAS PERFORMED. CONTRACTOR IS TO COORDINATE WITH LUD FOR SERVICE LOCATIONS AND COORDINATE WITH THE PLUMBING DESIGNER FOR THE BUILDING CONNECTIONS. VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. XX-XXXXXX-XX APPROVED DATE m w Q 0 z H d 0 U) W Z 0 Ln W JLuoco p, JZQ� 3: :3 M i . c 0 �° Q sr Q 2 Z oa' Z i c 0 - 2 Z c � t17 d L to O L u o ` Lu a' z r"? x W 0�N in N Z�x0to U.) LL a � v c Ln Wr�'Q� ZZ_2 r cw L WON Q LU Fo J -C Ln >a � � a V W �jp 77d.15 +� 0 � I3TEg� SIGNAL 06.29.2023 00 0o Z ti I? a) o a L u (D di Q H= 0 ❑ 0 C3 Z V m N O Q 00 Q � 00 W_ Lu Z w LLI �p r O ~ ~ H W W Z w Z 71 D 0 U DESIGNER: J. BARR ENGINEER: B. ALLEN DRAWN: J. BARR 320 T21 N R04 E WM DATE: 06.29.2023 REVISED: PROJECT. 23-015 DWG NAME: 23-015-SITE DEV SHEET REV. C5 A 5 OF 7 GRAPHIC SCALE 0 5 10 I INCH = 5 FEET (22"x34") 1 INCH = 10 FEET (11"x17} ASSA 2 RETAIL BUILDING A PORTION OF THE NE 114 OF THE SE 114 OF SECTION 20, TOWNSHIP 21 N, RANGE 4 E, W.M., FEDERAL WAY, WASHINGTON PRESERVE EXISTING EXTRUDED CURB IF POSSIBLE, NEW INTEGRAL CURB AND SIDEWALK IS TO BE CONSTRUCTED IF REQUIRED TO MEET SIDEWALK ELEVATIONS AT BACK OF CURB AS SHOWN. 2 275.38 TC 274.88 BC 275.07 TC 274.57 BC 275.21 TC 274.71 BC 275.17 TC 274.67 BC '�;275.17 275.38 275.35 Q 275.35 ❑ 275.35 <6. ZA ❑ � I Q zn N I ❑ 1 a 275.45 275.45 275.45 275.17 TC 275.35 274.97 BC 275.45 _2:0°Io 1 j 275.17 TC 275.35 74.93 BC -' NEW BUILDING FF = 275.50 1 DETAIL GRADING # 1 1"=5' - 7 11 a 275.50 r+7 L- Q - - - - - - - J �275.18 "---�f \�275.18 TC 274.68 BC I f�SD� Q NEW BUILDING FF = 275.50 275.50 275.5-0 275.50 1.6% 1 275.43 275.43 TC 1 274.93 BC 1 a 275.48 TC f _ ❑ �': f 274.98 BC - - - a-------------------------------- --- ---------------� 275.22 Q \275.42 TC ❑ �t Q 274.92 BC _ I i � 1 275.32 TC i I I 275.22 TC 274.82 BC _ 274.72 BC I i PRESERVE EXISTING EXTRUDED CURB. DETAIL GRADING #2 1"=5' VERIFICATION NOTE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED. CALL 811 AT LEAST 48 HOURS BEFORE YOU DIG NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. XX-XXXXXX-XX APPROVED DATE m W Q 0 z 0 U) L1 z 0 Ln w Of V7 ce) 00 JLUo o, J�Cl.n M i 00 Zoe Z = 0 0 Z3 W Lcn> 5- W > L" a +' 0�f4 in N L ZU-)m0Lo �- LL a � v Z ai Wr�'Q� zz�'� ' L W (D N -0 Z 6 Q LLJ c J 0 v V Al vF A i �o W �jp 77d.15 +� OA I STEg� SIGNAL 06.29.2023 00 co a) a c4 a N 6i z 0 (D 171 z z rm N CD Q co Ln Q ¢Lo¢ w J M Z w w LLI J p r O ~ Z H w w w z t= 0 0 DESIGNER: J. BARR ENGINEER: B. ALLEN DRAWN: J. BARR 320 T21 N R04 E WM DATE: 06.29.2023 REVISED: PROJECT. 23-015 DWG NAME: 23-015-SITE DEV SHEET REV. L. V ❑ 6 OF 7 10" 8-3/4" 1/21 r-2�4 5/8" -/ 4" - 7" L 2-7/8" 7-3/4" 8" - 15� CAST IRON RIN 3000 psi CLASS C CONCRETE (TYP.) - (IN TRAFFIC BEARING AREAS) 1'-D" iL 12"0 FIBRE JOINT PACKING • BEND E D ASSA 2 RETAIL BUILDING A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 20, TOWNSHIP 21 N, RANGE 4 E, W.M., FEDERAL WAY, WASHINGTON LETTERING OPTIONAL RAISE - 112" WIDE BORDER 1 /211 VOTES L. ALTERNATIVE COVER SYSTEMI MAY BE SUBMITTED FOR APPROVAL BY OWNER/ENGINEER. ?. PIPE MATERIAL AS SPECIFIED BY ENGINEER. 3. PIPE DIAMETER AS SHOWN PER PLAN. I - 4-3/4" PLUG TO BE SEALED IN SAME MANNER AS MAIN JOINTS ROOF DRAIN CLEANOUT (SDCO) NOT TO SCALE �3 R 5$3fli (T+P] J 1L- - - - - - - - - - - i »�� 2� l Y.Jt<• OR 11%1 SECTION ISOMETRIC ELEVATION NOTES: 1, SEE DWG. 3-3 FOR JOW REOUREMEJ 2. ROLL GUTTER TO MATCH POWI E SUPERELEW17104. 3. TO BE USED (TLY AS APPR94E➢ BY THE PUBLIC WORKS DEFT - awe@ PUBLIC �0 WORKS • TO CONFORM TO CROWN SLOPE OR G.G2 FT./FT. MOUNTABLE CEMENT CONCRETE CURB' EXPANSION JOINT m OG2 _- . /T AT 6--. cEMENr ire SICNEWALK CKISIHED TOP OMME �� 1.-6. r NOTE: TOP OF UP AT DIIIVE}PAYS. NEW CEMENT CONCRETE CURB & GUTTER 5 1/ " R - 1/2" PAVEMENT 'I m TOP OF CURS AT APPRUACFI •'.�� 7 3/4' CURB DETAILS Z CURB DETAILS NOT TO SCALE VARIES SIDEWALK 3/8" EXPANSION 2x JOINT - 1 /2" RADIUS < 2X R 4" oONC f FOR CURB R GUTTER 2' CRUSHED SURFACING TOP COURSE USE DETAIL 3-4 VARIES PLANTER STRIP SIDEWALK AS REQUIRED 2" CRUSHED SURFACING TOP COURSE USE DETAIL 3-4 NOTES: 1. FOR JOINTS AND SCORING, SEE FEDERAL WAY STANDARD FOR SIDEWALK SPACING, EXPANSION JOINTS, AND SCORE MARKS. 2. SEE DETAILS 3-6, 3-6A, & 3-7 FOR MINIMUM DEPTH OF CONCRETE THROUGH DRIVEWAY SECTIONS. 3. WHEN CHECKED WITH A 10 FOOT STRAIGHTEDGE, GRADE SHALL NOT DEVIATE MORE THAN 1 /8 INCH AND ALIGNMENT SHALL NOT VARY MORE THAN 1/4 INCH. 4. CONCRETE SHALL BE CLASS 3000, WSDOT SPEC. 8-14. REV. MAR 2011 DWG. NO. offm PUBLIC DWG. NO. 3-4 FadmQ 7ft WORKS SIDEWALK SECTION 3-12 (:SIDEWALK SECTION 3) NOT TO SCALE NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. PERMIT NO. XX—XXXXXX—XX APPROVED DATE m Lu Q ❑ Z O 0 U) Lu Z 0 Tn W f'r7 E Co JLuo o, _j EL Lrl :3 M i fZ�So) -00 _ 0 zGd v� 0 — 2 c cp (.� Z3 to W 5-L> W>LLn a+� r,4 m N L Z�xotto U-)m u- a -I-- v Lfl O1 a) Ln v 43 Wr�,QLu Ln � ZZCO I ca] L W (D N -0 Z Q LLJ C FO J 0 v >a � 1-4 a V uAl WAS F i �o 3 W Qf► 4 �jp 37d35 +� O� I STO SIGNAL 06.29.2023 00 co a) a a N V) W J z Q o w Z Z I� m Q00 00 Ln rn Lu< Lr) p _ 3: -j } 00 JLLJ 1-Lu Ow W J Q" ❑ ❑ ,--I LL Lu Z H W w w Z to 71 0 U DESIGNER: J. BARR ENGINEER: B. ALLEN DRAWN: J. BARR 320 T 21 N R 04 E WM DATE: 06.29.2023 REVISED: PROJECT. 23-015 DWG NAME: 23-015-SITE DEV SHEET REV. C7 A 7 OF 7 77' 11" �zu�xw c C ui C OPENING TYPES 114" = 1'-0" D.O.S. HM DOOR HM ❑GGR TYPES 114" = 1'-0" OPENING SCHEDULE 14'W a�_n■ !t M C C 8'-11 112" 6'-0" 8'-1 112" 2 EQ SECTIONS 2 EQ TIONS 0 m 1 i 4 C C pl-1 (�R CI-011 a'-1011 2 EQ SECTIONS V 2 EQSECTIONS 0 cn i 1 4 !t M C C 18'-0" 4 EQ SECTIONS 0 1 1 4 W1 W2 W3 W4 u C C HM FRAME TYPES 1I4" = 1'-O" HM FRAME FLOOR LINE WINDOWS U-VALUE TYPES SIZE (W x H) AREA (SF) QUANTITY TOTAL AREA (SF) CONSTRUCTION SHGC PF VT PANES THERMALBREAK TEMPERED NOTE FIXED DOOR W1 14'-4" x 10'-0" 143 1 143 AL 0.38 OR LOWER 0.40 OR LOWER 0.61 OR LOWER 0.56 0.6 DOUBLE YES YES - W2 23'-11" x 10'-0" 239 1 239 AL 0.38 OR LOWER 0.40 OR LOWER 0.46 OR LOWER 0.28 0.6 DOUBLE YES YES - W3 23'-8 1/4" x 10'-0" 237 1 237 AL 0.38 OR LOWER 0.40 OR LOWER 0.61 OR LOWER 0.6 0.6 DOUBLE YES YES - W4 15'-0" x 10'-0" 180 1 18O AL 0.38 OR LOWER - 0.38 OR LOWER 0.16 0.6 DOUBLE YES YES - DOORS FRAME DOOR NO. SIZE (W x H) DOORTYPE U-VALUE HARDWARE NOTE MATERIAL FINISH MATERIAL FINISH HM PAINT 110 3'-0" x 7'-0" HM 0.37 OR LOWER HM PAINT EXTERIOR DOOR 120 3'-011 x 7'-O" HM HM 0.37 OR LOWER HM PAINT HM PAINT EXTERIOR DOOR 130 3'-0" x 7'-0" 0.37 OR LOWER HM PAINT HM PAINT - EXTERIOR DOOR 3'-0" x 7'-0" 0.37 OR LOWER r140 HM HM PAINT HM PAINT - EXTERIOR DOOR DOOR GENERAL NOTES 1. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.. 2. ALL GLAZING SHALL CONFORM TO SAFETY GLAZING REQUIREMENTS OF IBC SECTION 2406. 3. MAGNETIC HOLD OPEN DEVICES SHALL BE TIED TO BUILDING FIRE ALARM SYSTEM. 4. ALL RATED DOORS TO BE LABELED PER IBC TABLE 716.5. 5. THRESHOLDS AT DOORWAYS SHALL BE "MAXIMUM IN HEIGHT. PER ICCIANSI AI17.1 2009 SECTION 404.2.4. 6. IBC 2018 SECTION 1010.1.9.1 AND ICCIANSI A117.1-2009 SECTION 404.2.6. DOOR HARDWARE. HANDLES, PULLS, LATCHES, LOCKS & OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EACH TO GRASP WITH ONE HAND & DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34" MIN. & 48" MAX. ABOVE THE FINISH FLOOR. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION. OPERATING HARDWARE SHALL BE EXPOSED & USABLE FROM BOTH SIDES. 7. ICCIANSI A117.1 - 2009 SECTION 404.2.8 DOOR OPENING FORCE. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE MAXIMUM FORCE FOR PUSHING OPEN FOR PULLING OPEN DOORS OTHER THEN FIRE DOORS SHALL BE AS FOLLOWS: 1. INTERIOR HINGED DOOR: 5.0 POUNDS (22.2 N) 2, SLIDING OR FOLDING DOOR; 5.0 POUNDS (22. 2N). THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. 8. ACTIVATION OF THE BUILDING AUTOMATIC SPRINKLER OR FIRE DETECTION SYSTEM, IF PROVIDED, SHALL AUTOMATICALLY UNLOCK ALL ELECTRONICALLY SECURED DOORS WITH 1N THE EGRESS PATHWAY. THE DOORS SHALL REMAIN UNLOCKED UNTIL THE FIRE ALARM HAS BEEN RESET. 9. ENTRANCE DOORS IN THE BUILDINGS WITH OCCUPANCY IN GROUP A, B, E OR M SHALL NOT BE SECURED FROM THE EGRESS SIDE DURING PERIODS THAT THE BUILDING IS OPEN TO THE GENERAL PUBLIC 10, IBC SECTION 716.5.3.1 SMOKE AND DRAFT CONTROL ;FIRE DOOR ASSEMBLIES SHALL ALSO MEET THE REQUIREMENTS FOR A SMOKE AND DRAFT CONTROL DOOR ASSEMBLY TESTED IN ACCORDANCE WITH UL 1784 11, ALL MEANS OF EGRESS DOORS SHALL BE READILY OPENABLE FROM THE SIDE FROM WHICH EGRESS IS TO BE MADE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT, KEY -LOCKING HARDWARE MAY BE USED ON THE MAIN EXIT WHEN THE MAIN EXIT CONSISTS OF A SINGLE DOOR OR PAIR OF DOORS PER SECTION SECTION 1010.1.9.3 2.1. THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS LOCKED. 2.2. A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED. THE SIGN SHALL BE IN LETTERS 1 INCH (25 MM) HIGH ON A CONTRASTING BACKGROUND EXTERIOR BACKER ROD & SEALANT 112" EXPANSION JOINT MATERIAL CONC. SIDEWALK SLOPE AWAY FROM BUILDING MIN. 114" PER FOOT U SEE STRUCTURAL Q Q STOREFRONT SILL N.T.S. INTERIOR U I L ARCHITECTS 1800 136TH PL NE SUITE 207 BELLEVUE WASHINGTON 98005 T.425.654.5005 info@uilarchitects.corn 0 J m Q H W C'r"l 0 O co m z a z Q Q J ry, 0 Lu LL L1J uj Ld_ VJ 00 Nt co 0 R1 r Lu CV CN AL. FRAMED O N � STOREFRONT SYSTEM Z = CY7 M 06 r Lu U) ~ Q J CONC. SLAB O Lu 2 C3 CI] 0 w Z F_ Z Z; Lu w [� d Q a a a Lu U) (D O CU) a- DRAWING REV. Q 1'i•34' REGISTERED ARCHITECT KWANGHYUN BASK STATE OF WASHINGTON DRAWING NO. Al 01 PERMIT SET I UA22026 CONC. SLAB FINISH FINISH FLOOR 777 )ER SYSTEM ED GRAVEL 9-03(2) kLLAST vvlvlr nv I Lu 0UBGRADE CONC. SLAB ON GRADE SYSTEM N.T.S. SCHEDULED WALL ASSEMBLY 112" EXPANSION JOINT MATERIAL V SCHEDULED WALL ASSEMBLY I I TURN -UP VAPOR RETARDER SYSTEM AT PERIMETER AND SEAL TO FOUNDATION PER MANUFACTURE I I FINISH GRADE 4 DAMP -PROOFING \/\\\\\\\ BELOW GRADE R-5 CONTINUOUS RIGID - °a INSULATION AT ALL PERIMETER STEM -WALLS 4 U.O.N. a4 e a BOTTOM OF FOOTING PER STRUCTURAL FOUNDATION I SLAB MOISTURE & VAPOR DIAGRAM N.T.S. ONLY UTILITY AND STRUCTURAL PENETRATIONS ALLOWED THRU VAPOR RETARDER, SEAL PER MANUFACTURER SEAL ALL JOINTS & PENETRATIONS. LAP EDGES OF VAPOR RETARDER 6" MIN. OR PER MANUFACTURE CONC. STEM -WALL AND FOOTING, SEE STRUCTURAL I - i i i i i i SCHEDULED WALL ASSEMBLY \ DAMP -PROOFING BELOW GRADE CUCCT hACTAI rnDlNlr- COMPOSITE STRUCTURAL WD PANEL 7/16" OSB SHEATHING CLASS III VAPOR RETARDER 2X6 FRAMING PER STRUCTURAL R-21 MIN. BATT INSULATION CLASS -I VAPOR BARRIER COMPRESSIBLE WALL GASKET (SILL SEAL) R-5 MIN. CONTINUOUS RIGID INSULATION, EXTEND TO TOP OF SLAB BOTTOM OF FOOTING PER STRUCTURAL 3 TYPICAL EXTERIOR WALL & ROOF SYSTEM A102 N.T.S. WSEC 2018 TABLE C402.1.3 OPAQUE THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS R-VALUE METHOD CLIMATE ZONE 5 AND MARINE 4 ROOF INSULATION ENTIRELY ABOVE DECK R-36 ci WALL - ABOVE GRADE WOOD FRAMED AND OTHER R-21 int SLAB ON GRADE FLOORS UNHEATED SLABS R-10 FOR 24" BELOW OPAQUE DOORS NQNSWINGING R-4.75 'LY i )N UCTURAL U I L ARCHITECTS 1800 136TH PL NE SUITE 207 BELLEVUE WASHINGTON 98005 T.425.654.5005 info@ uilarchitects.com w J F— F— Z_ m W rCD VJ LL_ C) J J Q C) W W 0 J Do Q H W N Q Q DRAWING REV. W J Q U CI) (yj N CD CV W Q d W U) cI) 1'i•34' REGISTERED ARCHITECT KWANGHYUN BASK STATE OF WASHINGTON DRAWING NO. Al 02 m 0 00 07 Z a Z 2 Q J Q 0 Lu LL W Lu 00 Nt Cr ) 0 V) RJ m CN 0 CV W Q d 0 J CL PERMIT SET I UA22626 GENERAL NOTES: EXTERIOR WALL LEGEND A 6 C D NOTE - INTERIOR FINISH PER INTERIOR FINISH SCHEDULE & KEYED NOTES. INSIDE TYPE ❑A 1. A A ANIV\ OUTSIDE 518" TYPE X GYPSUM WALL BOARD (518" WATER RESISTANCE GYPSUM WALL BOARD AT WET AREA) 2X6 WOOD STUD @ 16" OC. WI R-21 INSULATION EXTERIOR SHEATHING PER STRUCTURAL BUILDING WRAP EXTERIOR FINISH. SEE A201 & A202 INTERIOR WALL LEGEND NOTE 1. INTERIOR FINISH PER INTERIOR FINISH SCHEDULE & KEYED NOTES. 2, 518" WATER RESISTANCE GYPSUM WALL BOARD AT WET AREA 3. INSTALL SOUND INSULATION AT KITCHEN, RESTROOM & MECHANICAL WALLS i i i i i TYPE ❑B `�� I �� y, /1 YS.: R-� • L 518" TYPE X GYPSUM WALL BOARD 6" METAL STUD @ 16" ❑C. 5/8" TYPE X GYPSUM WALL BOARD R 0 0 M 4 N 0' 4' 8' 16, 1ST FLOOR PLAN r w.m PLAN NORTH 1. GENERAL CONTRACTOR MUST VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION CONTACT ARCHITECT IF ANY DISCREPANCIES ARE FOUND. ALL WORK SHALL BE IN COMPLIANCE WITH IBC 2018. NFPA, OSHA AND ALL OTHER APPLICABLE GOVERNMENT AND REGULATORY AGENCIES. 2. VERIFY LOCATION AND PLACEMENT OF ELECTRICAL, PHONE AND DATA LINES WITH OWNER BEFORE INSTALLATION. 3. FIRE EXTINGUISHERS AND MOUNTING BRACKETS TO BE UNLISTED. GC TO PROVIDE AND INSTALL. 4. MAINTAIN A MINIMUM OF 36" CLEAR, UNOBSTRUCTED EMERGENCY EXIT AISLE TOWARD DESIGNATED EXIT. 5. CONTRACTOR SHALL EMPLOY PRECAUTIONS NECESSARY TO ENSURE STRUCTURAL INTEGRITY OF ADJACENT ASSEMBLIES. 6. MILLWORK TO BE BIDDER DESIGNED TO MEET REQUIREMENTS OF OWNER, ARCHITECT AND APPLICABLE CODES. 7, PATCH EXISTING FLOORING AS REQUIRED TO MATCH EXISTING. 8, THE MAXIMUM FLAME -SPREAD CLASS OF FINISH MATERIALS USED ON INTERIOR WALLS AND CEILING SHALL NOT EXCEED THAT SET FORTH ON TABLE 803.13, IBC 2018. 9. ALL GWB WALLS AND CEILINGS ARE TO RECEIVE SMOOTH WALL FINISH WITH ENAMEL PAINT, UNLESS NOTED OTHERWISE. PROVIDE 1 COAT OF PRIME AND 2 COATS OF PREMIUM PAINT. 10. PROVIDE 5/8" WATER RESISTANT GWB. (GREEN BOARD) AT PLUMBING WALLS. TYP. 11. PROVIDE SOUND BATT INSULAITON AT KITCHEN AND RESTROOM WALLS 12. SEAL ALL PENETRATIONS IN FIRE RATED WALLS WITH FIRE STOPPING 13. TACTILE EXIT SIGNS PER A117.1-2009 ARE REQUIRED AT THE REQUIRED EXIT DISCHARGE DOORS TO THE EXTERIOR PER IBC SECTION 1013.4. FAN FORCED ELECTRIC WALL HEATER ITEM NO. EWH-1 EHW-2 EWH-3 TOTAL WATTS 2000 2000 2000 BTUH 5120 5120 5120 MOUNTING TYPE WALL WALL WALL VOLTS 208 208 208 PHASE 1 1 1 AMPS 7.2 7.2 7.2 MANUFACTURER CADET CADET CADET MODEL CSC202 CSC2p2 CSC202 NOTES 1,2,3,4 1,2,3,4 1,2,3,4 NOTES 1. PROVIDE WITH WALL MOUNTED 7-DAY PROGRAMMABLE THERMOSTAT. 2. UNIT TO BE SURFACE WALL MOUNTED 3. PROVIDED WITH FACTORY INSTALLED DISCONNECT SWITCH. O FLOOR PLAN KEYED NOTES: 1. PORTABLE FIRE EXTINGUISHER CLASS 2:A:10B:C PER 2015 IFC CHAPTER 9 TABLE 906.3(1) 2. FAN FORCED ELECTRIC WALL HEATER. SEE FAN HEATER SCHEDUULE 3. ROOF ACCESS LADDER AND HATCH ABOVE 4. FUTURE TENANT IMPROVEMENT WORK 5. SLAB ON GRADE CONC. FINISH 1 EXPOSED CEILING U I L ARCHITECTS 1900 136TH PL NE SUITE 207 BELLEVUE WASHINGTON 98005 T.425.654.5005 info@uilarchitects.com cl J m J cf) 0 0 00 67 Z D (D Z Q Q J Q Lu Lu LL Lu Lu U] 00 Rt U7 0 r Z Z o N N _ cn cn o a J U) '` L.L. U) r w J F_ z o w U) W o ,L] co U W I-__ a 0 DRAINING REV. 10345 1 REGISTERED ARCHITECT KWANGHYUN BAEK STATE OF WASHINGTON DRAWING NO. Al 31 PERMIT SET 1 UA22026 o- b 0 M 0 4 c•7 N v C C A B C D 73'-6" 24'-6" 24'-6" 24'-6" 12'-0" 12'-6" 8'-0" 164, 8'-0" 16'-6" 0' 4' 8' 16, 1 , A202 IST FLOOR REFLECTED CEILING PLAN 118" =1'-0" PLAN NORTH LIGHTING NOTES 1. LIGHT SWITCHED SHALL BE INSTALLED 48" AFF. MULTIPLE SWITCHES SHOULD BE MANAGED TOGETHER UNLESS OTHERWISE SPECIFIED. 2. CONTRACTOR TO VERIFY ALL SWITCH LOCATIONS WITH TENANT PRIOR TO INSTALLATION NUMBER OF SWITCHES FOR OPEN AREA IS BIDDER DESIGN. 3. CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, AUDIO VISUAL ALARMS, TO MEET ALL APPLICABLE CODES. 4. PROVIDE FIRE DAMPER AT ALL SUPPLY AND RETURN AIR OUTLETS, INLETS, OR DUCTS PENETRATING FIRE RATED ASSEMBLIES, ENCLOSURE, WALLS, FLOORS, OR SURFACES, AND AS REQUIRED BY THE FIRE DEPARTMENT, IF APPLICABLE. 5. ALL REQUIRED EXIT SIGN SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM AND SHALL CONFORM WITH ALL APPLICABLE CODES & BUILDING STANDARD. 6. CONTRACTOR SHALL PROVIDE SEISMIC BRACING AT ALL RELOCATED LIGHT FIXTURES. ELECTRICAL NOTES 1. EXTENSION OF EXISTING ELECTRICAL SYSTEM SHALL BE BIDDER DESIGN TO MEET THE REQUIREMENTS SHOWN AND REQUIRED FOR LAWFUL AND PROPER INSTALLATION OF THE HIGHEST QUALITY. WORK SHALL CONFORM TO THE LATEST EDITION OF NATIONAL ELECTRIC CODES APPLICABLE TO THE WORK DEVICES AND EQUIPMENT SHALL BE UNDERWRITERS LABORATORIES, INC. LISTED AND LABELED, WHERE APPLICABLE. 2. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN CONTRACT INCLUDING APPROXIMATE LOCATION OF ALL NEW LIGHTING FIXTURES, OUTLETS, AND EQUIPMENT. 3. GUARANTEE EACH SYSTEM IN ITS ENTIRETY AND ALL PARTS FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE. 4. NEW SWITCH AND RECEPTACLES SHALL BE WHITE. 5. ALL WALL MOUNTED TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED 15" ABOVE FLOOR UNLESS OTHERWISE NOTED OR REQUIRED. 6. ALL TELEPHONE AND COMPUTER WIRES SHALL BE PULLED BY TENANT CONTRACTOR UNLESS OTHERWISE NOTED. ELECTRICAL CONTRACTOR SHALL PROVIDE PULL WIRES AND BOXES AT EACH LOCATION. 7. CONTRACTOR MAY USE EXISTING LIGHT FIXTURES IF IN PROPER WORKING CONDITION AND CODE COMPLIANT. 8. ELECTRICAL CONTRACTOR SHALL PROVIDE SEPARATE SWITCHING SYSTEM IN DAYLIGHT AREAS AS REQUIRED PER 2012 WASHINGTON STATE ENERGY CODE. REFLECTED CEILING PLAN NOTES 1. LIGHTING SYSTEM IS SHOWN SCHEMATICALLY AND IS TO BE BIDDER DESIGNED TO MEET REQUIREMENTS OF OWNER MECHANICAL SYSTEM, AND APPLICABLE CODES AND REQUIREMENTS. 2. MECHANICAL SYSTEM SHALL BE BIDDER DESIGN TO MEET REQUIREMENTS OF OWNER, APPLICABLE CODES AND REQUIREMENTS. 3. VERIFY NUMBER AND LOCATION OF SUPPLY REGISTERS WI OWNER BEFORE PROCEED WITH WORK. 4. VERIFY NUMBER AND LOCATION OF RETURN REGISTERS WI OWNER BEFORE PROCEEDING WITH WORK 5. PROVIDE SEISMIC BRACING FOR SUSPENDED CEILING PER DETAIL. CEILING PLAN LEGEND: 4) EXIT LIGHT FIXTURE E?CP EXPOSED CEILING LIGHTING FIXTURE SCHEDULE SYMBOL QTY TYPE MANUFACTURER MODEL WATTS 0 A 9 4' LED STRIP LITHONIA CDS L48 MVOLT DM 40K JSF 71N 10LM 40K 90CRI 38 13 20 B 15 LED SURFACE DOWN JUNO LITHONIA C. 6 LED WALL PACK OLWX1 20W 40K 120 1. ALL FIXTURES LISTED ABOVE ARE FOR DESIGN PURPOSE ONLY. ACTUAL FIXTURE SHALL BE SELECTED BY THE ELECTRICAL CONTRACTOR WI OWNER'S APPROVAL. 2. COORDINATE WI OWNER FOR THE DIMMABLE LIGHT FIXTURES 3. COORDINATE WI OWNER FOR SWITCH LOCATIONS & NUMBER IF SWITCHES PER LIGHTING TYPE & ZONE O CEILING PLAN KEYED NOTES U I L ARCHITECTS 1900 136TH PL NE SUITE 207 BELLEVUE WASHINGTON 98005 T.425.654.5005 info@uilarchitects.com cD z 0 J m CY] 0 0 00 67 Z 0 CD 2 Q Q J Q 0 Ll LL W LLI U3 F- 00 Rzt CY) 0 U3 0 RI r Z J N N N N 0 _ co Z J w (-)I r ) cf] Q t r 0 LLI w J LL LJJ W fY H � 0 z C) LL o —A7D U cn H o cU) �Q � 0 I— 0 DRAWING REV. 10345 1 REGISTERED ARCHITECT KWANGHYUN BAEK STATE OF WASHINGTON DRAINING NO. Al 32 PERMIT SET 1 UA22026 C a G)_ 24'-6" 0' 4' 8' 16, ROOF PLAN 118'. =1'-0. t[iam 24'-6" 1 � 1 PLAN NORTH 24'-6" GENERAL NOTES: 1. PROVIDE PAINT FINISH AT ALL M.E.P. ITEMS PENETRATING ROOF STRUCTURE AND EXPOSED TO EXTERIOR ELEMENTS, TYPICAL. 2. FIELD PAINT SIGHT EXPOSED ROOF TOP EQUIPMENT IN ADDITION TO FACTORY FINISH. 3. FIELD PAINT ALL ROOFTOP MECHANICAL UNITS IN ADDITION TO FACTORY PAINT. DO NOT PAINT OVER INFORMATION TAGS. 4, PAINT ROOF TOP EQUIPMENT IN ADDITION TO FACTORY FINISH. 5. RE: STRUCT. MECH. ELEC. PLUMB. AND FIRE PROTECTION DRAWINGS FOR ADDITIONAL INFORMATION AND RELATED WORK. 6. ALL PENETRATIONS THROUGH EXISTING ROOFING SYSTEMS SHALL BE CONSTRUCTED AS REQUIRED TO MAINTAIN EXISTING WARRANTY. 7. INSTALL REQUIRED FLASH INGS AT ROOF PENETRATIONS TO MEET ROOFING MANUFACTURER'S REQUIREMENTS. 8. FIELD VERIFY ALL DIMENSIONS SHOWN AS ±. 9. ROOF SLOPE SHALL BE)/4"1FT U.N.Q. 10. CONTRACTOR SHALL PROVIDE TAPPERED ROOF INSULATION AT ALL HVAC UNITS ON ROOF SO AS TO PROVIDE PROPER DRAINAGE AROUND ROOF CURBING, 11. A SECOND LAYER OF 60 MIL. FIELD MEMBRANE SHALL ENCILCLE ALL ROOF HVAC EQUIPMENT IN A4'-0" WIDE WALK PATH AROUND EACH PIECE OF ROOFTOP HVAC EQUIPMENT. ROOF HATCH. AND ROOF LADDER. O ROOF PLAN KEYED NOTES: 1. ROOF ACCESS HATCH AND LADDER 4 2. ROOFTOP HVAC UNIT, PLATFORM AND CURBING TO BE PART OF FUTURE TENANT IMPROVEMENT. 3. HVAC EQUIPMENT SCREEN TO BE PART OF FUTURE TENANT IMPROVEMENT. 4. PRE -FINISHED METAL COPING 5. CANOPY BELOW 6. SHEET METAL GUTTER. 4 M N U I L ARCHITECTS 1800 136TH PL NE SUITE 207 BELL'EVUE WASHINGTON 98005 T. 425.654.5005 info@uilarchitects.com cD z 0 J m J cf) 0 0 00 Q7 Z D Z _ Q J Q 0 w ILL F_ 00 Rzt U) 0 Q CD CD 0 = c� cn LL o r�� V J (� r- ry W J H Z O W UU7 W I— p W ZD [A W Q IL DRAWING REV. 10345 REG#STERE❑ ARCHITECT KWANGHYUN BAEK STATE OF WASHINGTON DRAINING NO. Al 33 PERMIT SET 1 UA22026 �❑ 1 r �t 1 � r 1 � n 1 T.O. PARAPET. EL = 30'-0" T.O.PARAPET. EL = 23'-0" �T.O.PARAPET. - - Y EL = 2 V-0" - - B.O. CANOPY EL = 12'-6" $1 ST FL FFL EL=0' - 0' 2' 4' 8' �4= H ELEVATION NOTE: VERIFY WI OWNER FOR ALL EXTERIOR FINISH COLORS. '-O" 0' 2' 4' 8' 2 EAST ELEVATION NOTE : VERIFY WI OWNER FOR ALL EXTERIOR FINISH COLORS. 114" = 1'-0" Q ELEVATION KEYED NOTES: 1, LIGHT FIXTURE 2. TENANT SIGNAGE (N.I.C.), FURNISH AND INSTALL EXTERIOR RATED J-BOX, EXTERIOR RATED WIRING AND EXTERIOR RATED CONDUIT TYP. EACH LOCATION. MOUNT J-BOX FLUSH W/ ADJACENT SURFACE. SIGN MOUNTING BRACKETS CENTERED ON STOREFRONT. VERIFY WI OWNER FOR BRACKET LOCATIONS. 3, ELECTRICAL METER AND EQUIPMENT. VERIFY IN FIELD. 4, GAS METERS. VERIFY IN FIELD 5, 6, 6' HIGH WHITE, VINYL ADDRESS LETTERING 6. CANOPY. SEE DETAIL 7. HOLLOW METAL DOOR, PAINTED 8, ALUMINUM FRAMED STOREFRONT SYSTEM 9, PRE -FINISHED SHEET METAL GUTTER AND DOWNSPOUT MATERIALS & FINISHES A-1 RAIN SCREEN SIDING A-2 VERTICAL METAL SIDING BAND AEP SPAN FLUSH PANEL 12" EXPOSURE A-3 HARDI PANEL SMOOTH FINISH WI EXTRUDED ALUMINUM TRIM A -a THIN BRICK VENEER A-5 PRE -FINISHED METAL COPING ��T.O.PARAPET. Y EL = 30'-0" EL =_2 . EL = 3'-0'-0" - _ — IJN T.O.PARAP ET. EL = 21'-0" - e.O. CANOPY EL = 12'-6" 1ST FL FFL Y EL=O' - U I L ARCHITECTS 1800 136TH PL NE SUITE 207 BELLEVUE WASHINGT0N 98005 T.425.654.5005 info@uilarchitects.com C''7 0 0 00 0) Z 0 Z Q Q J Q ry a w LL w ry 00 Nt 0 CN Z m Co CV CV nZ C14 CVj �/ = m CY) Q W C7 LLI Z w w Q w w a o O 0 CI] CO Cn 0- DRAWING REV. 10345 REGISTERED ARCHITECT KWANGHYUN BASK STATE OF WAS HINGTON DRAWING NO. A201 PERMIT SET J UA22026 _ T.O. PARAPET. EL = 30'-0" - ��T.O.PARAPET. Y EL = 23'-0" T.O.PARAPET. Y EL = 2 V-0" - B.O. CANOPY EL = 12'-6" 1 ST FL FFL Q' 2' 4' 8' NORTH ELEVATION NOTE: VERIFY WI OWNER FOR ALL EXTERIOR FINISH COLORS. 114" - 1'-0" Q' 2' 4' 8' 2 1111EST ELEVATION NOTE : VERIFY WI OWNER FOR ALL EXTERIOR FINISH COLORS. 114" = 1'-0" Q ELEVATION KEYED NOTES: 1. LIGHT FIXTURE 2. TENANT SIGNAGE (N.I.C.), FURNISH AND INSTALL EXTERIOR RATED J-BOX, EXTERIOR RATED WIRING AND EXTERIOR RATED CONDUIT TYP. EACH LOCATION. MOUNT J-BOX FLUSH W/ ADJACENT SURFACE. SIGN MOUNTING BRACKETS CENTERED ON STOREFRONT. VERIFY WI OWNER FOR BRACKET LOCATIONS. 3, ELECTRICAL METER AND EQUIPMENT. VERIFY IN FIELD. 4, GAS METERS. VERIFY IN FIELD 5, 6, 6' HIGH WHITE, VINYL ADDRESS LETTERING 6. CANOPY. SEE DETAIL 7. HOLLOW METAL DOOR, PAINTED 8, ALUMINUM FRAMED STOREFRONT SYSTEM 9, PRE -FINISHED SHEET METAL GUTTER AND DOWNSPOUT MATERIALS & FINISHES A-1 RAIN SCREEN SIDING A-2 VERTICAL METAL SIDING BAND AEP SPAN FLUSH PANEL 12" EXPOSURE A-3 HARDI PANEL SMOOTH FINISH WI EXTRUDED ALUMINUM TRIM A -a PRE -FINISHED METAL COPING �T.O,PARAPET. "� E_ = 307-01 - T.O. PARAPET. EL = 21'-0* - B.O. CANOPY EL = 12'-6" OL1 ST FL FFL Y EL=0' - U I L ARCHITECTS 1800 136TH PL NE SUITE 207 BELLEVUE WASHINGT0N 98005 T.425.654.5005 info@uilarchitects.com U) nZ LV_ r Q J W C7 w Z z J_ t� DRAWING RE (D z 0 J m J :v. Z 0 Cn U) Q w J Q 0 U) Co CV w Q 0 w En C0 10345 REGISTERED ARCHITECT KWANGHYUN BAEK STATE OF WAS HINGTON DRAWING NO. A202 C''7 0 0 QO 0) Z 0 Z _ Q Q _J Q ry a w LL w ry 00 Nt 0 CN (1r) CV CV CY) ti w a F- 0 J EL PERMIT SET J UA22026 T. O. PLATE EL = 16'-0" B. 0. CANOPY EL = 12'-6" T. O. PARAPE EL = 23'-0" T. O. PLATE EL = 15'-11 118" B. O. CANOP EL = 12'-6" 0' 2' 4' 8' BUILDING SECTION NOTE: VERIFY WI OWNER FOR ALL EXTERIOR FINISH COLORS. 114" = 1'-0" n .J n39 n_J n-J in 0' 2' 4' 8' 2 BUILDING SECTION NOTE: VERIFY W/ OWNER FOR ALL EXTERIOR FINISH COLORS. 114" = 1'-0" OL T.O.PARAPET. EL = 30'-0" � -PARAPET. Y EL = —21'-0" T. 0. PLATE EL = 14'-1 112" OIL 1 ST FL FFL EL=0' OLT.O.PARAPET. Y EL = 30'-0" T.O-PA RAPET. EL=20' 0" OL T. O. PLATE EL = 14'-1 112" MATERIALS & FINISHES A-1 RAIN SCREEN SIDING A-2 VERTICAL METAL SIDING BAND AEP SPAN FLUSH PANEL 12" EXPOSURE A-3 HARDI PANEL SMOOTH FINISH Wt EXTRUDED ALUMINUM TRIM A-4 THIN BRICK VENEER A 5 PRE -FINISHED METAL COPING OL 1ST FL FFL Y EL=0' - U I L ARCHITECTS 1800 136TH PL NE SUITE 207 BELLEVUE WASHINGT0N 98005 T.425.654.5005 info@uilarchitects.com C''7 0 0 00 (D 0) 0 Z F— z J D Q J J Q w - Q ❑ LL w W ry 00 QNt U ■ u! a 0 CN Z V J Z CV N CV C\j 0 = m cY) _ C/) 'r- r V rW U) 7V LLI `_ H ❑ H Lu z J o W N o O U) DRAWING REV. 10345 1 REGISTERED ARCHfTECT KWANGHYUN BASK STATE OF WAS HINGTON DRAWING NO. A211 PERMIT SET J UA22026 T. 0. PARAPET d EL = 23'-0'-0" TO_. PARAPET EL = 21'-0" _ T. O. PLATE EL = 15'-10 1/5" B. O. CANOPY EL = -1 —2'-6" n n39 n38 n3 n - J in 0' 2' 4' 8' BUILDING SECTION NOTE: VERIFY WI OWNER FOR ALL EXTERIOR FINISH COLORS. 114" = 1'-0" 0' 2' 4' 8' 2 BUILDING SECTION NOTE: VERIFY W/ OWNER FOR ALL EXTERIOR FINISH COLORS. 114" = 1'-0" T.D. PARAPET. Y EL = 30'-0" TL.A'APET. =1R EO0 T.O. PLATE EL = VARIES B.D. CANOPY EL = 12'-6" 1 ST FL FFL Y EL=O' OL T.O.PARAPET. EL = 30'-0" T.O.PARAPET. Y EL = 21'-0" T. D. PLATE EL = 14'-1 112" OIL 1 ST FL FFL EL=0' MATERIALS & FINISHES A-1 RAIN SCREEN SIDING A-2 VERTICAL METAL SIDING BAND AEP SPAN FLUSH PANEL 12" EXPOSURE A 3 HARDI PANEL SMOOTH FINISH Wt EXTRUDED ALUMINUM TRIM A -a THIN BRICK VENEER A-5 PRE -FINISHED METAL COPING U I L ARCHITECTS 1800 136TH PL NE SUITE 207 BELLEVUE W A S H I N G T 0 N 98005 T.425.654.5005 info@uilarchitects.com C''7 0 0 CD 0) (D 0 F- Z z J Q J Q J w Q LL w W ry 00 QNt u! a 0 CN Z V J z CV CV CV C\j 0 = m cY) _ C/) 'r- r V rW U) 7V LLI `_ H ❑ H Lu z J o W N o a U) DRAWING REV. 10345 1 REGISTERED ARCHfTECT KWANGHYUN BASK STATE OF WAS HINGTON DRAWING NO. A212 PERMIT SET J UA22026 APPROVED " FIRE EXTINGUISHER" SIGNAGE - 3" HIGHT WHITE HELVETICA LETTERING ON RED BACKING OF 8"X12" SIGN. PROVIDE SIGNAGE ON ALL FOUR SIDES OF COLUMN ENCLOSURE WHEN FIRE— EXTINGUISHER OCCURD AT COLUMN i ck@ BUILDING STANDARD J FIRE EXTINGUISHER CABINET WHEN LOCATED AT COLUMNS, CABINET AND SIGNAGE TO BE CENTERED ON COLUMN ENCLOSURE TYPICAL, U.N.O. M iMULM Doors (OfE ORCLOSM) 1 11 11 U I L ARCHITECTS 11 I I WALL -MOUNTED LIGHTs6WITCH DO TED TEL. OUTLET LINE INDICATES LC CATION OF 1 8 0 0 1 3 6 T H P L NE SUITE 2 0 7 ' LARGER ATE FO GANGED IIEXTERIOR BELLEVUE WASHINGTON 98005 THERMOSTAT SWITCHED FINISH W/ FLASHING T. 425.654.5005 info@uilarchitects.com r HARDWARES 1 AS SCHEDULEDI METAL ROOF FLASHED INTO REFER TO EACH FINISH SYSTEM DETAILS WEATHER RESISTIVE BARRIER STRUCTURE & AT EXTERIOR LL ELEC. OUTLET u: TEL. OUTLo LET a 80 NOTE: INSTALL LOCAL ELECTRICAL AND TELEPHONE WALL OUTLET AND SWITCHPLATES AT NEAREST STUD FROM SCALED LOCATION ON PLAN UNLESS SPECIFICALLY DIMENSIONED. TYPICAL MOUNTING HEIGHTS N.T.S. .VARIES °rJTTOM OF DECK ' RUNNER CHANNEL P JOINT 'ROVIDE FIRE STOPPING @ 'ENETRATIONS THROUGH WALL 'TYPE "X" GYP. BOARD EACH SIDE VERIFY WMARDWARE SCHEDULE NOTE: HEIGHTS ARE AS NOTED UNLESS DIRECTED BY BIS TO BE DIFFERENT. #8 FASTENER ATTACH TRACK TO STRUCTURE SLOTTED DEFLECTION TRACK 3/4" GAP TO ALLOW FOR VERTICAL DEFLECTION 1-� 4" LONG MIN. PIECE OF STUD SAME 1A GAUGE AS WALL STUD CEILING PER PLAN y O 0 TO FIT INSIDE TRACK WEB ATTACH USING: (4)#8-18 WAFERHEAD's FOR 20 GAUGE OR (4)#10-16 SCREW's FOR HEAVIER GAUGES BETWEEN SLOTS AS WALL STUD SHOWN. )US. INSUL. 0 GA MTL. STUDS @16" OC �CK W1 HILTI X-DNI(.145" DIAX 314" 3ED) POWDER ACTUATED FASTENERS I.C.B.O. REPORT NO. 2388 SPACED MAX. OC AND 6" MAX FROM ENDS iH FLOOR k�, —, STRIPS DBL FACE VINYL TAPE NON -RATED UP TO DECK [A] (518" WATER RESISTANCE GYPSUM WALL BOARD AT KITCHEN SIDE) 3 WALL SECTION DETAIL A601 N.T.S. NON -BEARING NON-STRUCTURAL LIMITING WALL HEIGHT T 30 MILS STUDS (20 GA) STUD SIZE STUD SPACING LIMITING WALL HEIGHT NON -COMPOSITE COMPOSITE NOTE-3 162 S 125 12" 9'4" 10'-4" 16" 8'-7" 9'-8" (1-518") 24" 71-611 81-91, 25O S 125 12" 13'-2" 13'-11' 16" 11'-11" 12'-10" (2-1/2") 24" 10'-5" 11 '-7" 362 S 125 12" 17'-1" 17'-10" 16" 15'-6" 16'-5" (3-518") 24" 131-6" 14'-9" 400 S 125 12" 18'-11" 19'-11" 16. 17'-3" 1814" (4„) 24" 15'-0" 16-5" 60O S 125 12" 26'-3" 26'-9" 16" 23'-11" 24'-6" (6„) 24" 20'-10" 21'-7" (1)#8-18 WAFERHEAD FOR 20 GAUGE OR (1)#10-16 SCREW FOR HEAVIER GAUGES FRAMING SCREWS @ EACH STUD LOCATION. NON- BEARING WALL HEIGHT TABLE NOTES 1. WALL HEIGHTS ARE BASED ON ALLOWABLE DEFLECTION OF LJ24. 2. WALLS ARE TO RECEIVE MINIMUM 112" GWB BOTH SIDES. 3. IF WALL HEIGHT FOR COMPOSITE ACTION IS USED, GWB IS TO BE FASTENED WITH MINIMUM #6 SCREW AT 12" O.C. 4. HEIGHTS ARE BASED ON SSMA CATALOG. 5. TABLES ARE BASD ON 5 PSF LATERAL LOAD. 6. TABLES TO BE USED FOR NON -BEARING NON-STRUCTURAL STUD WALLS ONLY. 7. MATERIAL GAUGES STUD WALLS ONLY. 8. WHERE GWB DOES NOT EXTEND TO TOP OF STUDS USE LIMITING WALL HEIGHTS FOR NON COMPOSITE WALLS AND PROVIDE MECHANICAL BRACING OF STUD FLANGES PER SSMA STANDARDS. A601 SCALE: 3" =1'-0" CONTINUOUS CLEAT WITH 1" MINIMUM LEG z � TAPERED BLOCKING TO PROVIDE SLOPE z z_ FASTENERS APPROX. 24" O.C. WALL FLASHING SLOTTED DEFLECTION TRACK MIN, 6" OVERLAP OF BASE FLASHING SCALE: N.T.S FASTENERS MAXIMUM 8" O.C. FOR HEIGHTS UP TO 12" AND 4" D.C. FOR HEIGHTS ABOVE 12" CANT STRIP SET IN BITUMEN BASE FLASHING BASE/PLY SHEETS ROOF INSULATION PARAPET WALL DETAIL A601 1 112" = V-0" RAMING METAL FRAME SEAL STRIP WOOD NAILER -NOMINAL 2" X 4" INSULATION FASTENERS MAXIMUM 8" O.C. COUNTER FLASHING FASTENED APPROX. 18" O.C. CANT STRIP SET IN BITUMEN BASE FLASHING BASEIPLY SHEETS ROOF INSULATION WOOD NAILER FASTENED TO DECK SEALING MATERIAL -MUST BE CONTINUOUS ON THE PERIMETER DECK BASE OF UNIT EXTENDS cD z J 0 00 Z 0 Z _ Q Q __J I 0 La LL Lu Lu ry F- 00 lqr ce) Q 0 N r Z m m J C7 M W ❑ Lu J H F--- o a U) H U) LLI o EL DRAWING REV. 1/2" MINIMUM BEYOND 10345 REGISTERED AND DOWN OVER ARCHITECT TOP OF CURB WOOD NAILER -NOMINAL 2" X 4" KWANGHYUN BASK FLASHING RECEIVER STATE OF WAS HINGTON FASTENERS COUNTER FLASHING BASE FLASHING UNIT MOUNTING CURB DRAWING NO. INSULATION s RTU CURB DETAIL A601 A601 1 112" = V-0" PERMIT SET 1 UA22026 rL CEMENT BOARD SIDING WEATHER RESISTIVE BARRIER - FIBER CEMENT SIDING METAL TRIM 1:711��YN:��yUll►[ei METAL CLIP PER SIDING MANUFACTURER CEDAR RAINSCREEN SIDING, CLEAR FINISH SEALANT PANEL SECTION WI HORIZONTAL TRIM - FIBER CEMENT I RAIN SCREEN SCALE: 3" =1'-0" METAL PANEL CONTINUOUS SHEET METAL FLASHING COUNTERSUNK SCREW WI FILLER FIBER CEMENT SIDING PANEL SECTION WI HORIZONTAL TRIM - FIBER CEMENT SCALE; 3" -1'-0" LINE OF BOTTOM OF ROOF DECK 3" X 318" THICK STL PLATE STRINGER 1"0 STEEL BAR @ 12" OC, WELD TO STEEL STRINGER 3" X 318" THICK BENT STL PLATE @ 36" OC, ANCHOR BOLT TO WALL PROVIDE 2X BACKING. TYP. on 8" 16" 32" LINE OF FIN FLOOR g ACCESS LADDER ELEVATION AfiD3 314" = 1'-0" TAIL CLIP PER SIDING MANUFACTURER IR RAINSCREEN SIDING, �R FINISH 2 PANEL SECTION WI HORIZONTAL TRIM - METAL PANEL I RAIN SCREEN SCALE. 3" =1'-0" WEATHER RE,.,.,,,,.. OUTSIDE CORNER TRIM - FIBER CEMENT TREATED BLKG AS ROOF RE STRU, METAL PANEL mC NHL rANEL CORNER TRIM ROOFING SYSTEM OVER 4" RIGID INSULATION 1015.7 ROOF ACCESS. GUARDS SHALL BE PROVIDED WHERE THE ROOF HATCH OPENING IS LOCATED WITHIN 10 FEET (3048 MM) OF A ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE AND SUCH EDGE OR OPEN SIDE IS LOCATED MORE THAN 30 INCHES (762 MM) ABOVE THE FLOOR, ROOF OR GRADE BELOW. THE GUARD SHALL BE CONSTRUCTED SO AS TO PREVENT THE PASSAGE OF A SPHERE 21 INCHES (533 MM) IN DIAMETER - EXCEPTION: GUARDS ARE NOT REQUIRED WHERE PERSONAL FALL ARREST ANCHORAGE CONNECTOR DEVICES THAT COMPLY WITH ANSIIASSE Z 359.1 ARE INSTALLED. DPI 8pl 15" 32" �0 ROOF HATCH SECTION A6o3 314" = 1'-0" EXISTING OR NEW SHEATHING EXISTING MOISTURE BARRIER DRAINAGE MAT W/ FACER GALVANIZED METAL LATH "AMORTAR SCRATCH COAT MORTAR SETTING BED THIN BRICK VENEER TOOLED MORTAR JOINT {�-- " — WEEP SCREED THICKNESS OF 24 GA. METAL FLASHING SHEATHING SLOPE GRADE AWAY FROM BUILDING, TYP EXISTING FOUNDATION E5 THIN BRICK TERMINATION AT FOUNDATION WALL A603 SCALE. 3" = 1'-0" THIN VENEER C FLEXIBLE MEME DRAINAGE MAT MORTAR SCRAI MOISTURE BARI MORTAR SETTIF GALVANIZED ME TOOLED MORTF THIN BRICK VEP EXISTING OR NE OUTSIDE CORNER AT THIN BRICK SCALE 3" = 1'-0" 8 A6Q3 INSTALL NEW WINDOWS AFTER PERFORMING WALL SHEATHING REPAIRS LINE OF SILL BELOW WINDOW TRIM AS NECESSARY SEALANT NEW OR EXISTING %" GYPSUM EXISTING WALL SHEATHING MOISTURE BARRIER DRAINAGE MAT WI FACER GALVANIZED METAL LATH MORTAR SCRATCH COAT MORTAR SETTING BED THIN VENEER CORNER CUT TO FIT MEMBRANE FLASHING AT ROUGH OPENING SEALANT & BACKER ROD STONE SILL BELOW 6 ''. STOREFRON JAMB FLASHING AT THIN BRICK EiQ3 SCALE : 3" = 1'-0" FIBER CEMENT BOARD WEATHER RESISTIVE BARRIER I_ t 8 EXTERIOR SHEATHING AS SPECIFIED t$ VENT STRIP 24 GA. METAL FLASHING, SET IN SEALANT=; SLOPED STONE SILL 15' MIN. GALVINIZED METAL ANGLE -14 GA. ti. '�` MINIMUM • y EXISTING WALL SHEATHING EXISTING MOISTURE BARRIER DRAINAGE MAT WI FADER 4 A MORTAR SCRATCH COAT MORTAR SETTING BED -: _.• GALVANIZED METAL LATH THIN BRICK VENEER .° TOOLED MORTAR JOINT SIDING TRANSITION (FIBER CEMENT TO THIN BRICK) SCALE: 3" = 1'-0" U I L ARCHITECTS 1800 136TH PL NE SUITE 207 BELLEVUE WASHINGTON 98005 T.425.654.5005 info@uilarchitects.com Z Q C+7 CV Cv C'7 0 OO Z 0 Z IE Q J Q L1J L1J ILL. Lu Lu DO O CI] 0 CN Cr] CV CV W J w ~ z w p �u Q 0 U C1] 0 a u] EL DRAWING REV. 1034-5 REGISTERED ARCHITECT KWANGHYUN BASK STATE OF WAS HINGTON DRAWING NO. A602 PERMIT SET J UA22026 IT SIDING (RING SISTIVE BARRIER 1EATHING AS SPECFIED NK SCREW WI FILLER 1.7►1�:iy:ll�►►I OUTSIDE CORNER TRIM- FIBER CEMENT SCALE: 3" = IV NOTE: FOR SLIDING DOORS, FACE OF DOOR FRAME TO BE HELD BACK SAME DISTANCE AS FACE OF WINDOW FROM FACE OF EXTERIOR CLADDING FIBER CEMENT SIDING MIN. 314" FURRING WEATHER RESISTIVE BARRIER III ,+ COUNTERSUNK SCREW WI FILLER EXTERIOR SHEATHING AS SPECIFIED WINDOW FLASHING VENT STRIP MIN. 112" GAP 3 DRIP CAP TRIM 2" BACKER ROD & SEALANT FLASHING TAPE 3132" SHEET METAL PLATE PAINTED TO MATCH WINDOW NOTE: ALL CUT EDGES MUST BE FRAME TYPICAL AT ENTIRE SEALED PERIMETER OF WINDOW 5 A605 WINDOW FRAME WINDOW HEAD AT FIBER CEMENT SIDING- DOOR HEAD SIM. SCALE: 3" =1'-0° NOTE: FOR SLIDING DOORS, FACE OF DOOR FRAME TO BE HELD BACK SAME DISTANCE AS FACE OF WINDOW FROM FACE OF EXTERIOR CLADDING PAINTED MDF SILL W1112" F-REVEAL MOLDING 211 SILL FLASHING METAL PLATE PAINTED TO MATCH WINDOW FRAME TYPICAL AT ENTIRE PERIMETER OF WINDOW BACKER ROD & SEALANT FIBER CEMENT SIDING MIN. 314" FURRING COUNTERSUNK SCREW WI FILLER EXTERIOR SHEATHING AS SPECIFIED :WEATHER RESISTIVE BARRIER WINDOW SILL AT FIBER CEMENT SIDING SCALE: 3" =1'4' WINDOW JAMB - DOOR SIM. FLASHING TAPE - METAL PLATE PAINTED TO MATCH JLL WINDOW FRAME TYPICAL AT ENTIRE PERIMETER OF WINDOW BACKER ROD & SEALANT TRIM COUNTERSUNK SCREW WI FILLER NOTE: FOR SLIDING D\BACK MIN.314" FURRING DOOR FRAME TO BE HWEATHER RESISTIVE BARRIER SAME DISTANCE AS FAWINDOW FROM FACE FIBER CEMENT SIDING CLADDING EXTERIOR SHEATHING AS SPECIFIED 11 WINDOW JAMB AT FIBER CEMENT SIDING - DOORJAMB SIM. 6 A605 10 OUTSIDE CORNER - WOOD SIDING SCALE: 3" =1'4' 7116" MIN STRUCTURAL EXTERIOR SHEATHING AS SPECIFIED RAINSCREEN WOOD SIDING CLIP WEATHER RESISTIVE BARRIER W 314" WALL CAVITY CEDAR RAINSCREEN SIDING, CLEAR FINISH BLOCKING FOR MITERED CORNER SUPPORT SCREWED & PLUGGED FASTENER NOTE: FOR SLIDING DOORS, FACE OF DOOR FRAME TO BE HELD BACK SAME DISTANCE AS FACE OF WINDOW FROM FACE OF EXTERIOR CLADDING CEDAR RAINSCREEN SIDING, CLEAR FINISH I�i�l xl�;l �:i:1��6�r1►1 � Y,l:i:�ld:� EXTERIOR SHEATHING AS SPECIFIED VENT STRIP DRIP CAP TRIM BACKER ROD & SEALANT WINDOW FLASHING PER BUILDING ENVELOPE DOCUMENTS WINDOW FRAME WINDOW HEAD AT WOOD SIDING - DOOR HEAD SIM. SCALE: T =1'-0" WINDOW SILL AT WOOD SIDING SCALE: 3" =1'4' NOTE: FOR St DOORFRAME SAME DISTANT._ WINDOW FROM FACE OF EXTERIOR CLADDING PAINTED MDF SILL W11/2" F-REVEAL MOLDING WINDOW FRAME BACKER ROD & SEALANT SILL FLASHING BACKER ROD & SEALANT CEDAR RAINSCREEN SIDING, CLEAR FINISH EXTERIOR SHEATHING AS SPECIFIED WEATHER RESISTIVE BARRIER WINDOW JAMB FLASHING TAPE METAL PLATE PAINTED TO MATCH WINDOW FRAME TYPICAL AT ENTIRE PERIMETER OF WINDOW BACKER ROD & SEALANT METAL TRIM WEATHER RESISTIVE BARRIER CEDAR RAINSCREEN SIDING, CLEAR FINISH EXTERIOR SHEATHING AS SPECIFIED 12 WINDOW JAMB AT WOOD SIDING -DOOR JAMB SIM. INSIDE CORNER TRIM COUNTERSUNK SCREW WI FILLER FIBER CEMENT SIDING MIN. 34' FURRING WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING AS SPECIFIED INSIDE CORNER TRIM- FIBER CEMENT A605 SCALE; 3" =1'-V COUNTERSUNK SCREW Wl FILLER VERTICAL TRIM 1 /2" GAP FIBER CEMENT SIDING MIN. 314" FURRING WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING AS SPECIFIED PANEL SECTION Wl VERTICAL TRIM - FIBER CEMENT SCALE; T =1'-0" NOTE: MIN. 6" UNFINISHED GRADE CLEARANCE, 2" SLAB, DECK, OR SIDEWALK CLEARANCE, OR CODE REQ'D, WHICHEVER IS SMALLER 13 A605 FOUNDATION DETAIL SCALE; 3" =1'V I I I I I I COUNTERSUNK SCREW W1 FILLER FIBER CEMENT SIDING MIN. 314" FURRING WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING AS SPECIFIED - VENT STRIP -DRAINAGE FLASHING -MIN. 1/2" SPACING V WOOD SIDING CLIP I WOOD SIDING IER TRIM NK SCREW WI FILLER IT SIDING SING SISTIVE BARRIER L:A i F_niUn .arIEATHING A5 SPECIFIED INSIDE CORNER - FIBER CEMENT TO WOOD SIDING SCALE; 3" =1'-0" FIBER CEMENT SIDING MIN. 314" FURRING WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING AS SPECIFIED HORIZONTAL TRIM COUNTERSUNK SCREW W1 FILLER PANEL SECTION Wl HORIZONTAL TRIM- FIBER CEMENT SCALE; 3" =1'-0" FOUNDATION DETAIL SCALE; 3" =1'-0" 3/4" VENTILATED WALL CAVITY WEATHER RESISTIVE BARRIER 7/16" MIN STRUCTURAL EXTERIOR SHEATHING RAINSCREEN STARTER RAIL Wl WOOD SIDING ROUTED 11$" X 51$" TO ACCEPT RAIL U I L ARCHITECTS 1800 136TH PL NE SUITE 207 BELLEVUE WASH INGTON 98005 T.425,654,5005 info@uilarchitects.com z J Q H W C0 0 00 b� Z 0 Z 2 Q Q J Q IY Lu LL1 LL LLI LLI IY U) 00 0 U) 0 CN Z co co J Q co co c r r uj Q w J � � w z o Q 0 U) o cn 0- DRAWING REV. 10345 REGISTERED ARCHITECT KWANGHYUN BAEK STATE OF WAS HINGTON DRAWING NO. A603 A605 SCALE: T =1'-0" SCALE: T =1'4` PERMIT SET 1 UA22626 DESIGN NOTES EXISTING STRUCTURE SPECIAL INSPECTION ABBREV. & SYMBOL 1. ROOF LIVE LOAD = 25 PSF (SNOW) EXISTING CONSTRUCTION 1. SPECIAL INSPECTION BY A REGISTERED DEPUTY BUILDING INSPECTOR, IN CONTRACT CENTER LINE ROOF DEAD LOAD = 15 P5F WITH THE OWNER AND APPROVED BY THE ARCHITECT AND THE BUILDING OFFICIAL, 1. EXISTING STRUCTURAL DIMENSIONS AND MEMBERS SIZES ARE FOR REFERENCE SHALL BE REQUIRED FOR THE FOLLOWING TYPES OF WORK (SEE THE PROJECT ItPLATE 2. WIND LOAD: WIND LOADS SHALL BE IN ACCORDANCE WITH THE IBC SECTION 1609 ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO SPECIFICATIONS FOR FURTHER REQUIREMENTS); (E} EXISTING & ASCE 7-16, CHAPTER 26 THRU 31. FABRICATION. THE CONTRACTOR SHALL VERIFY THE ACTUAL CONFIGURATION (N) NEW OF EXISTING CONSTRUCTION AND THE CONDITION OF THE STRUCTURE BEFORE ITEM BUILDING CODE ATR ALL TREADED ROD WIND IMPORTANCE FACTOR (Iw) = 1.0, BEGINNING WORK. ANY DISCREPANCIES OR UNSOUND CONDITIONS SHALL BE REFERENCE WWF WELDED WIRE FABRIC WIND EXPOSURE "B" REPORTED TO THE ENGINEER FOR RESOLUTION BEFORE BEGINNING WORK. BASIC WIND SPEED (V35} = 98 mph REFER TO STRUCTURAL PLANS FOR DIMENSIONS, EMBEDMENTS AND STEEL 1705.2 AND E.W. EACH WAY TOPOGRAPHIC EFFECT (KzT} = 1.0 OPENINGS NOT SHOWN. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL AISC 360 CHAPTER N L.W. LENGTH WISE PLANS FOR DUCTS, PIPING, EMBEDMENTS, AND OPENINGS NOT SHOWN. DETAIL VERIFICATION W.W. WIDTH WISE 3. SEISMIC LOAD: EARTHQUAKE LOADS SHALL BE IN ACCORDANCE WITH THE BUILDING WELDING OF STRUCTURAL STEEL FND FOUNDATION CODE (SECTION 1613} &ASCE 7-16, CHAPTER 12. 2. TEMPORARY SHORING AND BRACING MAY BE NECESSARY IN ORDER TO WELDING OF REINFORCING STEEL FTC FOOTING PERFORM THE NECESSARY STRUCTURAL MODIFICATIONS TO THE EXISTING WELDING OF STEEL DECKING STRUCTURE SHOWN ON THE STRUCTURAL DRAWINGS. THE CONTRACTOR SHEAR CONNECTORS AND ANCHOR STUDS GILD GLULAM BEAM SEISMIC IMPORTANCE FACTOR (IE) = 1.0, MUST SUBMIT PLANS AND SUPPORTING CALCULATIONS PREPARED BY A DESIGN HIGH STRENGTH BOLTING SITE CLASS "D" PROFESSIONAL LICENSED TO PERFORM WORK IN THE PROJECT JURISDICTION. HDR HEADER Ss = 1.313g, Si = 0.451 g, CONCRETE 1705.3 THK THICKNESS} Sos = 1.050g, Ss, = N/A 3. WHERE NEW STRUCTURAL WORK IS BEING PERFORMED, THE CONTRACTOR SPECIFIED f'c GREATER THAN 2000 PSI UON/UNO UNLESS OTHERWISE NOTED SEISMIC DESIGN CATEGORY = "D" SHALL VERIFY ALL DIMENSIONS AS REQUIRED PRIOR TO CONSTRUCTION. ANY PLACING OF REINFORCING STEEL DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER FOR RESOLUTION x EXISTING COLUMN 4. DESIGN REFERENCES: PRIOR TO BEGINNING WORK. VASO 1 05.4 • IBC 2018, INTERNATIONAL BUILDING CODE 2018 WITH WASHINGTON STATE & 0 POINT LOAD FROM ABOVE CITY OF FEDERAL WAY AMENDMENT. 4. EXISTING CONSTRUCTION, FRAMING MEMBERS AND DIMENSIONS HAVE BEEN SOIL 1705.6 " IRC 2018, INTERNATIONAL RESIDENTIAL CODE 2018 WITH WASHINGTON STATE & ESTABLISHED BASED ON REVIEW OF THE AVAILABLE CONSTRUCTION DRAWINGS EXCAVATION NEW BEAM OR HEADER CITY OF FEDERAL WAY AMENDMENT. FOR THE ORIGINAL BUILDING. ONLY LIMITED FIELD VERIFICATION HAS SOIL COMPACTION • ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURE. BEEN PERFORMED. ANY DISCREPANCIES CONCERNING HOW NEW WORK EXISTING JOISTS OR RAFTERS ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND RELATED TO THE AS -BUILT CONSTRUCTION SHALL BE REPORTED TO THE SPECIAL SYSTEMS 1705.1.1 » COMMENTARY. ENGINEER FOR RESOLUTION PRIOR TO BEGINNING WORK. EXPANSION/EPDXY ANCHOR BOLTS - NEW FLOOR JOIST @ 16 O.C. • ACI 5D3-16/A5CE 5-16/TM5 402-16, BUILDING GODS REQUIREMENTS FOR PER PLAN (U.N.O.} W� HANGER MASONRY STRUCTURE. 5. UNLESS SPECIFIED OTHERWISE, LOCATION AND ELEVATION OF NEW STRUCTURAL SPECIAL INSPECTIONS FOR SEISMIC SYSTEMS 1705.11 EXISTING WALL TO BE REMOVED • ANSI/AWC NDS-2018 NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD ELEMENTS WITHIN THE EXISTING STRUCTURE ARE DETERMINED BY THEIR ORDINARY CONCENTRICALLY BRACED FRAME CONSTRUCTION WITH COMMENTARY RELATIONSHIP TO EXISTING CONDITIONS. THESE RELATIONSHIPS ARE NOTED ORDINARY MOMENT RESISTING STEEL FRAME SW# SHEAR WALL TYPE. " ANSI/AF&PA SDPWS-2015 SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC ON THE PLANSSECTIONS AND DETAILS , . STRUCTURAL STEEL CONSTRUCTION REFER TO SHEAR WALL SCHEDULE. WITH COMMENTARY 6. WHEN PROVIDED, DEMOLITION DRAWINGS INDICATE DEMOLITION EXTENT 2. SPECIAL INSPECTIONS SHALL NOT BE REQUIRED WHEN THE WORK IS DONE ON THE M5T48 SIMPSON STRONG -TIE HOLD-DOWN ASSOCIATED WITH THE ACTUAL SIZE OF THE NEW ELEMENT. THE EXTENT PREMISES OF A FABRICATOR REGISTERED AND APPROVED BY THE BUILDING TYPE AND LOCATION OF DEMO MAY NOT REFLECT ADDITIONAL DEMOLITION REQUIRED TO INSTALL OFFICIAL TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. NEW ELEMENTS. IN ADDITION TO WHAT IS SHOWN ON THE STRUCTURAL 1 GENERAL NOTE DEMOLITION DRAWINGS, MINOR LOCAL DEMOLITION OF EXISTING ELEMENTS S1 O DETAIL REFERENCE 3. ALL PREPARED SOIL -BEARING SURFACES SHALL BE INSPECTED BY THE SOILS MAY BE REQUIRED TO PERFORM THE STRUCTURAL WORK AS INDICATED ON ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. 1. ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES AS ADOPTED THE PLANS, SECTIONS AND DETAILS. 1 ELEVATION REFERENCE AND AMENDED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 4. EPDXY OR EXPANSION TYPE ANCHORS SHALL BE APPROVED BY THE BUILDING S1 Q DEMOLITION OFFICIAL FOR THEIR USE AND SHALL BE INSTALLED ACCORDING TO THE 2. VERIFY ALL CONDITIONS, DIMENSIONS AND ROUGH OPENINGS BEFORE PROCEEDING. MANUFACTURER'S RECOMMENDATIONS AND ICC PRODUCT APPROVAL CONDITIONS. 1 SECTION REFERENCE NOTIFY THE ARCHITECT OF ANY DISCREPANCIES FOUND WITH THE INFORMATION 1. ALL DEMOLITION SHALL BE CARRIED ON IN SUCH A MANNER AS NOT TO S1.O GIVEN ON THE DRAWINGS. DO NOT SCALE DRAWINGS. DAMAGE EXISTING ELEMENTS WHICH ARE TO REMAIN A PART OF THE FINISHED 5. NONDESTRUCTIVE INSPECTION OF ALL WELDS, SHOP AND FIELD, OF STRUCTURE. MOMENT -RESISTING FRAMES SHALL BE PROVIDED IN ACCORDANCE WITH THE 3. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE GOVERNING CODE. SW# SHEARWALL TYPE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE SIMILAR IN CHARACTER TO 2. EXISTING ELEMENTS SHALL BE PROTECTED TO THE FULLEST EXTENT POSSIBLE DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO TO REDUCE SUCH DAMAGE TO A MINIMUM. 6. SUMMARY REPORTS OF ALL INSPECTIONS AND TEST RESULTS SHALL BE DISTRIBUTED REVIEW AND APPROVAL BY THE ARCHITECT OR STRUCTURAL ENGINEER. TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL WITH 3. ALL ELEMENTS OF THE STRUCTURE THAT ARE TO REMAIN AND WHICH ARE DEFICIENCIES CLEARLY NOTED. 4. ALL EXTERIOR OPENINGS AROUND DOORS AND WINDOWS, BETWEEN WALLS AND DAMAGED DURING DEMOLITION WORK SHALL BE REPLACED AT NO ADDED COST. FOUNDATIONS, WALLS AND ROOFS AND OTHER SUCH OPENINGS IN THE BUILDING 7. DEFICIENCIES SHALL BE REPORTED TO THE CONTRACTOR ON A DAILY BASIS. ENVELOPE, SHALL BE SEALED, CAULKED, GASKETTED OR WEATHERSTRIPPED TO LIMIT AIR/WATER LEAKAGE. SUBMITTALS 8. DEFINITIONS OF SPECIAL INSPECTIONS AND TESTING FREQUENCY: 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND 1. THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER "CONTINUOUS" -THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED FOR REVIEW AND APPROVAL PRIOR TO FABRICATION/ERECTION/1N5TALLATION. INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO 15 PRESENT IN THE AREA IN ACCORDANCE WITH THE PLANS. THESE ITEMS ARE IN ADDITION TO ANY SUBMITTAL REQUIREMENTS SPECIFIED WHERE THE WORK IS BEING PERFORMED. ON THESE PLANS OR IN THE PROJECT SPECIFICATIONS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE "PERIODIC" -THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS ITEM PROD SHOP TEST CALCS BLDG SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR DATA DWGS RESULTS DEPT AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS COMPLETION OF THE WORK. AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY A. CONCRETE X X TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF B. REINFORCING X THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. C. GROUT X D. EPDXY X EO U N DATI O N E. EXPANSION ANCHORS X 1. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST TO THE FROST F. STRUCTURAL STEEL X X DEPTH BELOW ADJACENT FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. G. METAL DECK X X FOUNDATION DESIGN CRITERIA (ASSUMED) 2. "PROD DATA" - SUBMIT ADEQUATE DOCUMENTATION THAT THE PRODUCT ALLOWABLE SOIL BEARING = 1,500 psf PROPOSED TO BE USED MEETS THE REQUIREMENTS ON THESE PLANS AND EQUIVALENT FLUID PRESSURE = 250 pcf THE PROJECT SPECIFICATIONS. COEFFICIENT OF FRICTION = 0.3 J. "SHOP DWGS" - SUBMIT COMPLETE SHOP DRAWINGS SUFFICIENT TO SHOW QUANTITIES AND KINDS OF MATERIALS, METHODS OF ASSEMBLY, AND ALL DATA REQUIRED FOR FABRICATION, ERECTION, AND INSTALLATION. THE STRUCTURAL D RAW N G FIST PURPOSE OF THESE DRAWINGS IS TO DEMONSTRATE THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT DOCUMENTED HEREIN. SUBMITTALS S1.OA STRUCTURAL GENERAL NOTES CONSISTING OF DRAWINGS TAKEN DIRECTLY FROM THESE PLANS WILL NOT S1.O13 STRUCTURAL GENERAL NOTES BE APPROVED. 51.1 FOUNDATION AND CONCRETE SLAB PLAN S1.2 ROOF FRAMING PLAN 4. "TEST RESULTS" - SUBMIT RESULTS FOR ANY TESTING REQUIRED BY BUILDING CODE OR THESE PLANS. S2.1 SECTIONS & DETAILS 52.2 SECTIONS & DETAILS 5. "CALCS" - SUBMIT CALCULATIONS SIGNED AND SEALED BY A DESIGN S2.3 SECTIONS & DETAILS PROFESSIONAL AUTHORIZED TO PERFORM WORK IN THE PROJECT S2.4 SECTIONS & DETAILS JURISDICTION. 6. "BLDG DEPT" - IF CHECKED, THE SUBMITTALS SHALL BE REVIEWED AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO FABRICATION AND/OR INSTALLATION. m z ❑ 0 a a IL c Q o a Of 0 w U U) w r, LD m Q ❑ r z wo a LL w a w a 0) V E S v �(D [V (D m Lo N v J � w v N co 0 co cb C13 N u �2w In oor- _j � 0 J .y a U. 7y co�10 162 `�fi�G15T�C � SSI�NAL E "7Z05Z2423 w C-) w CD CD rn C/) Q oa c Q � Q D ClOf CDDw N H SHEET TITLE STRUCTURAL GENERAL NOTES SHEET NUMBER Sl OOA CONCRETE 1•a 3 IS 5. 7 0 ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE BUILDING CODE AND ACI SPECIFICATIONS. CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS IN ADDITION TO THE REQUIREMENTS IN THESE DRAWINGS. WHERE THE SPECIFICATIONS APPEAR TO CONFLICT WITH THE REQUIREMENTS IN THESE DRAWINGS, THE CONTRACTOR SHALL OBTAIN CLARIFICATION FROM THE ARCHITECT/STRUCTURAL ENGINEER BEFORE PROCEEDING WITH WORK. CONCRETE SHALL CONFORM TO THE STRENGTH, WATER -CEMENT RATIO, EXPOSURE CLASS, MAXIMUM UNIT WEIGHT AND CEMENT TYPE SPECIFIED IN THE SCHEDULE BELOW. CONCRETE STRENGTHS SHALL BE VERIFIED BY 28-DAY CYLINDER TESTS. CONCRETE REQU REMENTS ELEMENT STRENGTH 'C MAX W�C EXPOSURE MAX UNIT WEIGHT CEMENT E�PSI� RATIO CLASS (PFC) TYP FOUNDATION, 3,000 .55 F1 145 1 OR II SLAB A. EXPOSURE CLASSES ARE F0, S0, PC, C0 UNLESS NOTED OTHERWISE IN THE TABLE ABOVE. B. CONCRETE MIXES SHALL COMPLY WITH ACI 318 SECTION 4.3 FOR THE EXPOSURE CLASSES INDICATED THE TABLE ABOVE. FOR CLASSES F1 THROUGH F3, AIR ENTRAINMENT SHALL MEET THE REQUIREMENTS OF ACI-318 TABLE 19.3.3.1. C. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150 OF THE TYPE SPECIFIED IN THE TABLE ABOVE. D. COARSE AND FINE AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C-33. E. AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C-330. F. WATER SHALL BE CLEAR AND SHALL CONFORM TO ASTM C-94. G. CONCRETE MIXING OPERATIONS SHALL CONFORM TO ASTM C-94. CONTRACTOR MAY USE AN ADMIXTURE SYSTEM TO PRODUCE FLOWABLE CONCRETE. MAXIMUM SLUMP SHALL NOT EXCEED 8 INCHES MEASURED AT THE PUMP. THE WATER/CEMENTIOUS MATERIAL RATIO OF THE APPROVED MIXES SHALL BE MAINTAINED OR LOWERED WHEN FLOWABLE CONCRETE IS USED. A REPRESENTATIVE OF THE ADMIXTURE SYSTEM SHALL ASSIST IN DETERMINING PROPORTIONS FOR FLOWABLE CONCRETE AND SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER AND ARCHITECT PRIOR TO EMPLOYING THIS PROCEDURE. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT PLACED IN CAST -IN -PLACE CONCRETE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS 2" #5 BAR, W31 OR D31 WIRE, AND SMALLER 1 1 /2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: BEAMS, COLUMNS: 1 1 /2" SLABS, WALLS, JOISTS: #14 AND #18 BARS 1 1/2" # 1 1 BARS AND SMALLER 3/4" SHELLS, FOLDED PLATE MEMBERS: #6 BAR AND LARGER 3/4" #5 BAR, W31 OR D31 WIRE, AND SMALLER 1 /2" BASE PLATE GROUT SHALL BE NON -SHRINK TYPE CONFORMING TO ASTM C-1107 WITH A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 7000PS1. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI REQUIREMENTS AND THE CONTRACT DOCUMENTS. SANDBLAST ALL CONCRETE SURFACES AGAINST WHICH CONCRETE IS TO BE PLACED, UON. PROJECTING CORNERS OF BEAMS, WALLS, COLUMNS, ETC., SHALL BE FORMED WITH A 3/4 INCH CHAMFER, UNLESS OTHERWISE NOTED ON THE ARCHITECTURAL DRAWINGS. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. REINFORCING SHALL NOT BE CUT. CORING OF CONCRETE IS NOT PERMITTED EXCEPT AS INDICATED. CONCRETE (CONT) 10. CONDUIT OR PIPE OUTSIDE DIAMETER SHALL NOT EXCEED ONE THIRD OF THE SLAB THICKNESS AND SHALL BE PLACED BETWEEN THE TOP AND BOTTOM REINFORCING, UNLESS SPECIFICALLY DETAILED OTHERWISE. CONDUITS SHALL BE SPACED SUCH THAT THE CLEAR DISTANCE BETWEEN IS NOT LESS THAN THE LARGER OF THREE TIMES THE LARGER PIPE DIAMETER OR FOUR INCHES. CONCENTRATIONS OF CONDUIT NOT MEETING THESE LIMITATIONS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT. FOUNDATIONS 1. ALL FOUNDATIONS SHALL BE FOUNDED A MINIMUM OF 18 INCHES BELOW LOWEST ADJACENT FINAL FINISH FLOOR OR GRADE, EXPOSED SOIL SHALL BE INSPECTED FOR COMPLIANCE WITH THE SOILS REPORT BY THE INSPECTION AGENCY REPRESENTATIVE PRIOR TO CONSTRUCTING CONCRETE FORMS AND/OR PLACING REINFORCING STEEL. ANY EXCESS OR NON -COMPLYING MATERIAL AS DETERMINED BY THE INSPECTION AGENCY REPRESENTATIVE SHALL BE REMOVED AND REPLACED AS DIRECTED BY THE SOILS ENGINEER. 2. FOOTING DEPTHS ARE MINIMUM DIMENSIONS, AND MAY BE CHANGED BY THE SOILS ENGINEER IN ORDER TO ACHIEVE THE REQUIREMENTS OF THE APPROVED SOILS REPORT. 3. THE CONTRACTOR SHALL, PRIOR TO BEGINNING GRADING AND FOUNDATION EXCAVATION WORK, READ THE SOILS REPORT. IF THE CONTRACTOR, DURING THE COURSE OF SITE WORK, DISCOVERS ANY SOIL CONDITION THAT IS NOT CONSISTENT WITH THE SOILS REPORT, HE SHALL IMMEDIATELY NOTIFY THE ARCHITECT. 4. CONTRACTOR SHALL BRACE OR PROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHING FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL PROVIDE FOR THE DESIGN, PERMITS AND INSTALLATION OF SUCH BRACING. RETAINING WALLS SHALL HAVE ATTAINED FULL DESIGN STRENGTH PRIOR TO BEING BACKFILLED. 5. CONTRACTOR SHALL PROVIDE FOR DE -WATERING OF EXCAVATIONS FROM SURFACE WATER, GROUND WATER OR SEEPAGE. 6. CONTRACTOR SHALL PROVIDE FOR THE DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATHING AND SHORING REQUIRED TO SAFELY RETAIN ALL EARTH BANKS. REINFORCING STEEL 1. REINFORCING STEEL SHALL BE DETAILED, INCLUDING HOOKS AND BENDS, AND PLACED IN ACCORDANCE WITH ACI 315 AND ACI 318. 2. REINFORCING STEEL SHALL CONFORM TO ASTM A-615 OR A-706, GRADE 60. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 4. THE FOLLOWING SHALL BE USED IN CONCRETE BUILDING STRUCTURES: A. THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS SHALL NOT EXCEED THE SPECIFIED YIELD STRENGTH BY MORE THAN 18,000 PSI. RETESTS SHALL NOT EXCEED THIS VALUE BY MORE THAN AN ADDITIONAL 3000 PSI. B. THE RATIO OF THE ACTUAL ULTIMATE TENSILE STRESS TO THE ACTUAL TENSILE YIELD STRENGTH SHALL NOT BE LESS THAN 1.25. 5. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. BARS SHALL NOT BE RE -BENT. 6. REINFORCING SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. 7. WELDED WIRE FABRIC SHALL BE LAPPED AT SPLICES SUCH THAT A MINIMUM OF THREE WIRES PARALLEL TO THE SPLICE ARE OVERLAPPED. SPLICES SHALL OVERLAP A MINIMUM OF 8 INCHES. 8. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME GRADE, SIZE AND SPACING AS THE VERTICAL REINFORCING, RESPECTIVELY, UNLESS OTHERWISE NOTED. 9. PROVIDE #4 x 2'-0" DIAGONAL BAR AT ALL REENTRANT CORNERS OF CONCRETE SLABS ON GRADE AND SLABS ON METAL DECK. 10. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED AND REVIEWED BY THE STRUCTURAL ENGINEER. 11. WELDING OF REINFORCEMENT SHALL CONFORM TO THE 2005 EDITION OF AWS D1.4 "STRUCTURAL WELDING CODE -REINFORCING STEEL". WELDED CONNECTIONS NOT SPECIFIED ON THE PLANS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. 12. REINFORCING TO BE WELDED SHALL CONFORM TO ASTM A-706. BARS CONFORMING TO ASTM A-615 MAY BE SUBSTITUTED PROVIDED THAT DOCUMENTATION IS SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW SHOWING THAT THE BARS FULLY CONFORM TO THE WELDABILITY REQUIREMENTS OF AWS D1.4. 13. REINFORCEMENT SHALL BE SECURELY TIED IN PLACE PRIOR TO THE PLACEMENT OF CONCRETE OR GROUT. CONCRETE REINFORCEMENT OF SHALL BE SECURED IN CONFORMANCE WITH ACI-318 SECTION 7.5. MASONRY REINFORCEMENT SHALL BE SECURED IN CONFORMANCE WITH ACI-350.1 SECTION 3.4. STRUCTURAL STEEL, W K . METAL 1. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE BUILDING CODE AND AISC STANDARDS USING LOADS AS DEFINED IN AISC-360 SECTION B3-3 "DESIGN FOR STRENGTH USING LOAD AND RESISTANCE FACTOR DESIGN (LRFD)". 2. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE BUILDING CODE AND RISC STANDARDS USING LOADS AS DEFINED IN AISC-360 SECTION B3-4 "DESIGN FOR STRENGTH USING ALLOWABLE STRESS DESIGN (ASD)". 3. STRUCTURAL STEEL FABRICATION AND ERECTION SHALL CONFORM TO AISC REQUIREMENTS AND THE PROJECT SPECIFICATIONS. 4. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION OF ELEMENTS AND CONNECTIONS MARKED 'SLRS' SHALL CONFORM TO RISC-341. 5. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED ON THE STRUCTURAL DRAWINGS: A. WIDE FLANGE SHAPES ASTM A992, Fy = 50 KSI B. PLATES AND BARS ASTM A36, Fy = 36 KSI C. CHANNELS AND ANGLES ASTM A36, Fy = 36 KSI D. HOLLOW ROUND SECTIONS ASTM A500-13, Fy = 42 KSI E. HOLLOW RECTANGULAR SECTIONS ASTM A500-B, Fy = 46 KSI F. ROUND PIPE ASTM A53-13, Fy = 35 KSI G. ANCHOR RODS EMBEDDED IN CONCRETE ASTM F1554 GRADE 36 H. CONNECTION BOLTS A325-N-STD 6. HEADED STUD CONNECTORS (WHS) SHALL CONFORM TO AWS D1.1 SECTION 7 AND SHALL BE FABRICATED FROM COLD DRAWN STEEL CONFORMING TO ASTM A-108 WITH A MINIMUM TENSILE STRENGTH OF 65 KSI. STUD WELDING, INSPECTION AND TESTING SHALL CONFORM TO AWS REQUIREMENTS. 7. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO THE START OF FABRICATION. 8. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS REQUIREMENTS. ALL WELDS SHALL BE PREQUALIFIED IN ACCORDANCE WITH AWS AND AISC STANDARDS. USE E70XX ELECTRODES, UON. 9. WELDING OF MEMBERS AND CONNECTIONS MARKED 'SLRS' SHALL BE PERFORMED IN ACCORDANCE WITH AWS D1.8. 10. ALL WELDS SHALL BE PERFORMED BY WELDERS CERTIFIED IN THE JURISDICTION HAVING AUTHORITY OVER THIS PORTION OF THE WORK. 11. WELD LENGTHS CALLED FOR ON THE PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. WELD SIZE SHALL BE AISC MINIMUM, UON. 12. BOLTED CONNECTIONS OF MEMBERS MARKED 'SLRS' SHALL BE PRETENSIONED AND SHALL MEET THE REQUIREMENTS FOR A CLASS A FAYING SURFACE. CONNECTIONS AT THESE MEMBERS SHALL BE MADE USING STANDARD HOLES IN ALL PLYS. 13. COMPOSITE STRUCTURAL STEEL BEAMS ARE DESIGNED IN ACCORDANCE WITH AISC 360 NOT TO REQUIRE SHORING. 14. BEAM PENETRATIONS MAY BE CREATED PER THE TYPICAL DETAIL WITHOUT PRIOR APPROVAL OF STRUCTURAL ENGINEER. PENETRATIONS OF ANY SIZE IN ANY OTHER AREA OF THE MEMBER MUST BE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER. 15. CONNECTIONS SHOWN FIELD WELDED MAY BE FIELD BOLTED AT OPTION OF FABRICATOR. SUBMIT PROPOSED CONDITION TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO SUBMISSION OF SHOP DRAWINGS AND FABRICATION. 16. BEAMS AND GIRDERS SHALL NOT SUPPORT PIPING LARGER THAN 10" DIAMETER WITHOUT THE REVIEW OF THE STRUCTURAL ENGINEER OF RECORD. 17. TENSION CONTROL BOLTS MAY BE SUBSTITUTED FOR THE BOLTS SPECIFIED IN THESE PLANS AT THE DISCRETION OF THE CONTRACTOR. ASTM F1852 TC BOLTS MAY BE SUBSTITUTED FOR ASTM A325 BOLTS AND ASTM F22BO TC BOLTS MAY BE SUBSTITUTED FOR ASTM A49D. 18. A449, A193 GRADE B7, OR F1554 GRADE 105 THREADED ROD SHALL BE USED WHERE THRU BOLT LENGTH DOES NOT ALLOW FOR STANDARD A325 BOLTS. PROVIDE ASTM A563 NUTS WITH MATCHED WASHERS AT BOTH ENDS. 19. USE DOUBLE NUTS OR SINGLE NUT AND PEENED THREADS AT BOLTED CONNECTIONS WITH LONG SLOT HOLES. 20. DOUBLE ANGLE BRACES 3'-0" AND LONGER SHALL BE INSTALLED WITH STITCH PLATES. 21. WHERE SPECIFIED, GALVANIZED STEEL SHALL CONFORM TO ASTM A123 WITH MINIMUM COATING THICKNESS GRADE 60. VENT HOLES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INDICATED ON THE SHOP DRAWINGS. POST INSTALLED ANCHORAGE 1. ADHESIVE ANCHORAGES, WHERE SPECIFIED ON THE DRAWINGS, SHALL CONFORM TO THE FOLLOWING: A. CONCRETE EPDXY ANCHORS: HILTI HIT -RE 500 V3 ESR-3814 B. GROUTED REINFORCED CMU EPDXY ANCHORS: HILTI HIT-HY 70 ESR-2682 C. UNREINFORCED OR UNGROUTED MASONRY EPDXY ANCHORS HILTI HIT-HY 70 ESR-2682 2. MECHANICAL ANCHORAGES, WHERE SPECIFIED ON THE DRAWINGS, SHALL CONFORM TO THE FOLLOWING: A. CONCRETE EXPANSION ANCHORS: HILTI KWIK BOLT TZ ESR-1917 B. CONCRETE UNDERCUT ANCHORS HILTI HAD ESR-1546 C. GROUTED REINFORCED CMU EXPANSION ANCHORS HILTI KWIK BOLT 3 ESR-1385 J. DRILLING SHALL BE PERFORMED WITH A ROTARY HAMMER DRILL AND CARBIDE TIPPED DRILL BIT IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THE APPLICABLE ICC EVALUATION REPORT. 4. BORE HOLE CLEANING PROCEDURES MUST COMPLY WITH THE MANUFACTURER'S INSTRUCTIONS AND THE APPLICABLE ICC EVALUATION REPORT IN ORDER TO PRODUCE A DRY, DUST -FREE HOLE. 5. INJECTION OF ADHESIVE SHALL BE PERFORMED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND THE APPLICABLE ICC EVALUATION REPORT IN ORDER TO PRODUCE AN AIR -VOID FREE INJECTION. 6. SPECIAL CONDITIONS SUCH AS WATER SATURATED CONCRETE, WATER -FILLED HOLES, UNDERWATER AND OVERHEAD INSTALLATIONS MUST BE APPROVED BY THE ENGINEER OF RECORD AND COMPLY WITH THE APPLICABLE ICC-ES REPORT. 7. STEEL ANCHORING ELEMENTS SHALL BE THE SIZE AND GRADE SHOWN ON THE DRAWINGS AND MUST BE CLEAN, DRY AND FREE OF ANY OIL OR CONTAMINANTS. 8. SUBSTITUTIONS FOR ANCHOR SYSTEMS MUST BE APPROVED BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO INSTALLATION AND SHALL HAVE A VALID ICC-E5 EVALUATION IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE. 9. ALL ANCHOR EMBED DEPTHS SPECIFIED ON THESE DRAWINGS ARE EFFECTIVE EMBEDMENT DEPTHS. ADDITIONAL ANCHOR LENGTH AND OR HOLE DEPTH SHALL BE PROVIDED AS REQUIRED BY THE ANCHOR MANUFACTURER AND ASSOCIATED CODE APPROVALS. STRUCTURAL OBSERVATION 1. STRUCTURAL OBSERVATION IS REQUIRED FOR THE STRUCTURAL SYSTEM IN ACCORDANCE WITH THE GOVERNING CODE. STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE ELEMENTS AND CONNECTIONS OF THE STRUCTURAL SYSTEMS AT SIGNIFICANT CONSTRUCTION STAGES AND THE COMPLETED STRUCTURE FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS. STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED OF THE BUILDING INSPECTOR OR THE DEPUTY INSPECTOR. 2. THE OWNER SHALL EMPLOY AN ENGINEER OR ARCHITECT LICENSED TO PERFORM STRUCTURAL OBSERVATION IN THE PROJECT JURISDICTION. J. THE STRUCTURAL OBSERVER SHALL PROVIDE A LETTER TO BE SUBMITTED TO THE BUILDING OFFICIAL, AS REQUIRED BY THE JURISDICTION, BEFORE THE FIRST SITE VISIT. THE STRUCTURAL OBSERVER SHALL ALSO INFORM THE OWNER OF THE REQUIREMENTS FOR A PRECONSTRUCTION MEETING AND SHALL PRESIDE OVER THIS MEETING. 4. THE OWNER OR OWNER'S REPRESENTATIVE SHALL COORDINATE COMMUNICATION BETWEEN THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, STRUCTURAL OBSERVER, CONTRACTOR, AFFECTED SUBCONTRACTORS AND SPECIAL INSPECTORS. THE PURPOSE OF THIS COMMUNICATION SHALL BE TO IDENTIFY THE MAJOR STRUCTURAL ELEMENTS AND CONNECTIONS THAT AFFECT THE VERTICAL AND LATERAL LOAD SYSTEMS OF THE STRUCTURE AND TO REVIEW SCHEDULING OF THE REQUIRED OBSERVATIONS. 5. REPORTS SHALL BE ISSUED FOR EACH STRUCTURAL OBSERVATION AND ISSUED TO THE OWNER, ARCHITECT, CONTRACTOR AND BUILDING OFFICIAL. A RECORD OF THE PRECONSTRUCTION MEETING NOTED ABOVE SHALL BE INCLUDED IN THE FIRST OBSERVATION REPORT. 6. THE CONTRACTOR SHALL SCHEDULE EACH OBSERVATION AT LEAST TWO WEEKS PRIOR TO DATE OF THE PROPOSED OBSERVATION. 7. THE STRUCTURAL OBSERVER SHALL PERFORM OBSERVATIONS AT THE FOLLOWING SIGNIFICANT CONSTRUCTION STAGES: CONSTRUCTION STAGES ELEMENTS/CONNECTIONS TO BE OBSERVED: A. PRIOR TO CONCRETE PLACEMENT/FOUNDATION REINFORCEMENT AND ANCHOR BOLTS. B. AT SUBSTANTIAL COMPLETION OF THE PRIMARY STRUCTURE. C� cn m z ❑ 0 a a IL c Q o a Of 0 w U V} U) w r, N z wo w 0 w Q a w a 0) V E S v �(D [V (D m Lo N v J � " -' V N co 0 co cb C13 N u �2w Lu m_j � J J U. 7y co�10 162 `�fi�G15T�C � SSI�NAL E "7105Z2423 wC-) w CD CD rn C/) Q 00 c Q � Q D w o Cl N LU H SHEET TITLE STRUCTURAL GENERAL NOTES SHEET NUMBER Sl OOB PROJECT 9 2303 U V] 2 0 3 n nc 73'-6" nA P 'lP AAP C� (Sj1 H D U 8 u cz _i o co � 0 cn II II I II II �u 6 #5 BARS @ 12" O.C. II EACH WAY @ MID DEPTF II (TYPICAL 5" THICK SLAB REINFORCING) II - II II II k7'l oli \TE CONTROL JOINTS ONSTRUCTION JOINT - 1 & 2/S-2. FOUNDAT ON NOTES; 9 1. FOR SLAB -ON -GRADE JOINTS, SEE DETAIL 1 1 /S2.1. 52.1 2. SILL PLATE IN CONTACT W/ CONCRETE SHALL BE PRESSURE TREATED. 3. FOR SHEAR WALL, ATTACH THE SILL PLATE TO CONCRETE FOUNDATION - - - WITH 5/8"0 x 10" MINIMUM ANCHOR BOLT PER SHEAR WALL SCHEDULE WITH MIN. 7" EMBED. - I I 4. CONCRETE BATCH TICKET OR DELIVERY RECEIPT FOR 2,500 psi (min.) CONCRETE ON SITE FOR BUILDING INSPECTOR VERIFICATION AT UNDER -FLOOR INSPECTION. CONCRETE SHALL BE AIR ENTRAINED. TOTAL I AIR CONTENT (PERCENT BY VOLUME OF CONCRETE SHALL NOT BE LESS I THAN 5 PERCENT OR MORE THAN 7 PERCENT PER IRC TABLE 402.2) I I 5. ALL HARDWARE NOTED ON PLANS ARE SIMPSON STRONG -TIE OR I APPROVED EQUAL SHALL BE SUBMITTED FOR ENGINEER'S APPROVAL. I I I II II I I I I II II I I r�1- C1 r C1 I I I F3.5L I E5.0 L J F5.0 L J F3.5 L7 I� �� 5 I I I II 52.2 TYP I I II II I I I I I I II II I I I I I II II I I I I I II II I I I I I II II I I I I I II I I I I I II II I I I I I II II I I I I I II II I I I I I II II I I I I I 6 II J I I I I II I F - jl� I J I ICD� :11r- L -1 - E--- Lj _ o 00� 0 1 FOUNDATION PLAN 51.1 SCALE: 1 8" = 1'-0" 6. AT CRAWL SPACE, 18" MINIMUM CLEARANCE UNDER JOISTS 12" MINIMUM 8" CLEARANCE UNDER BEAMS. INSTALL 6 MIL VAPOR BARRIER (BLACK) THROUGHOUT. 0 8„ STEM V-8„ FOOTING 7. 6"x16" SCREENED FOUNDATION VENTS EQUALLY SPACED AT FOUNDATION WALL COVER W1 1 /4" CORROSION RESISTANT WIRE MESH PER IRC 2018 SECTION R408.1. cc 8. SEE DETAIL 7, 10, 11 & 12/52.5 AND SHEET S2.6 FOR SIMPSON Cl STRONG -TIE STRONG WALL DETAILS. LOOT NO SCHEDULE MARK SIZE REINFORCING F20x8 20" CONT. x 8" THK. TYPICAL STEM WALL DETAIL F3.5 3'-6" x 3'-6" x 0'-10" 4-#4 EA. WAY BOTTOM F5.0 5'-0" x 5'-0" x 1'-0" 5-#4 EA. WAY BOTTOM NOTE: 1. TYPICAL ISOLATED FOOTING SCHEDULE PER ABOVE EXCEPT NOTED OTHERWISE. 2. ALL ANCHOR BOLTS TO BE A307 STANDARD J-BOLTS. A36 THREADED ROD WITH SIMPSON SET-XP OR HILTI HIT -RE 500 EPDXY ANCHOR MAY BE SUBSTITUTED WITH EQUAL EMBEDMENT. COLUMN SCHEDULE MARK COLUMN BASEPLATE ANCHOR BOLTS Cl HSS 5x5x1/4 3/4 x 12 x1'-0" (4) 3/4"0 x 8" EMBED NOTE: 1. ALL ANCHOR BOLTS TO BE A307 STANDARD J-BOLTS. A36 THREADED ROD WITH SIMPSON SET-XP OR HILTI HIT -RE 500 EPDXY ANCHOR MAY BE SUBSTITUTED WITH EQUAL EMBEDMENT. FOUNDATION HOLDOWN SCHEDULE TYPE POST SIZE FASTENERS ANCHOR EMBED HDU8 (3) 26 (20) 1 /4"x2-1 /2" SDS SCREW 7/8"0 18" HDU 11 6x8 (30) 1 /4"x2-1 /2" SDS SCREW 1 "0 24" SHEAR WALL SCHEDULE ALLOW MARK WALL TYPE SHEATHING SIDE EDGE NAILING FIELD NAILING FRAMING 0 SHEAR TRANSFER SILL TO WOOD CONC. ANCHOR LOAD WIND SEISMIC ADJOINING STRUCT CLIP CONNECTION BOLT SPACING PANEL EDGE 5W1 P1-6 15/32" ONE 8d @ „ 6 O.C. 12" O.C. 2x A35 CLIP ® „ 48 O.C. 16d @ „ 6 O.C. 5/8"0 @ 48" O.C. 442 316 5W2 P1-4 15/32" ONE 8d @ 4" O.C. 12" O.C. 2x A35 CLIP ® 24" O.C. 16d @ 4" O.C. 5/8"0 @ 32" O.C. 665 474 SW3 P1-3 15/32" ONE lOd 3" O.C. 12" O.C. 3x OR (2) 2x A35 CLIP @ 16" O.C. 16d @ 3" O.C. 5/8"0 ® 24" O.C. 865 618 SW4 P1-2 15/32" ONE 10d @ 2" O.C. 12" O.C. 3x OR (2) 2x A35 CLIP @ 8" O.C. (2) 16d @ 3" O.C. 5/8"0 @ 16" O.C. 1132 809 SW5 P2-4 15/32" TWO 10d @ 4" O.C. 12" O.C. 3x OR (2) 2x A35 CLIP @ 6" O.C. (2) 16d @ 3" O.C. 5/8" 0 ® 16" O.C. 1330 948 SW6 P2-3 15/32" TWO 10d @ 3" O.C. 8" O C. 3x OR (2) 2x A35 CLIP @ 6" O.C. (2) 16d @ 3" O.C. 5/8"0 @ 12" O.C. 1730 1236 SW7 P2-2 15/32" TWO 10d @ 2" O.C.(2) 6„ 0. C 3x OR 2x A35 CLIP @ 6" O.C. (2) 16d @ 3" O.C. 5/8"0 @ 10" O.C. 2264 1618 SW8 G2-7 1 /2" GWB TWO 5d COOLER @7"O.0 6" O.C. 3x OR (2) 2x A35 CLIP @ 6" O.C. (2) 16d @ 3" O.C. 5/8" 0 @ 10" O.C. 200 200 Il PANEL EDGE SIDE NAILING SHEARWALL SCHEDULE NOTES: 1. SHEAR WALL MARK CALLOUTS REFER TO SHEAR WALL SCHEDULE ABOVE. ALL COMPONENTS FOR EACH SHEAR WALL TYPE OCCUR IN THE WALLS BETWEEN THE LEVEL WHERE THE CALL OUTS OCCUR AND THE LEVEL ABOVE. PROVIDE SHEAR WALL PI -6 AT ALL EXTERIOR WALLS UNLESS NOTED OTHERWISE. 2. APA RATED STRUCTURAL GRADE OSB MAY BE SUBSTITUTED FOR CDX PLYWOOD. 3. STUD FRAMING MEMBERS SHALL BE 2X (UNO) HEM -FIR STUD GRADE OR BETTER @ 16" O.C. (MAX). 4. BLOCK ALL HORIZONTAL EDGES WITH 2X BLOCKING (UNO). 5. FIELD NAILING SHALL BE @ 12" O.C. MAX (UNO) ON INTERMEDIATE SUPPORT. STAPLES SHALL HAVE A MIN CROWN WIDTH OF 7/16". MINIMUM FASTENER DIMENSIONS SHALL BE AS FOLLOWS: SIZE LENGTH DIAMETER 6d 2" 0.1 13" 8d 2-1/2" 0.131 " 10d 3" 0.148" 16d 3-1/2" 0.162" 6. NAILING APPLIES TO ALL STUDS, TOP AND BOTTOM PLATES. 7. ALL FRAMING MEMBERS (PLATE, STUDS AND BLOCKING) RECEIVING EDGE NAILING (LESS THAN 3" O.O.) FROM ADJOINING WOOD PANELS SHALL BE (2) 2x OR 3X (MIN) MEMBERS AND ALL NAILING MUST BE STAGGERED TO MINIMIZE WOOD SPLITTING. 8. WHERE SHEAR WALLS SIT DIRECTLY ON CONCRETE, CONNECT FOUNDATION SILL PLATE SHALL BE PRESSURE TREATED LUMBER AND DIRECTLY TO CONCRETE WITH SILL/ANCHOR BOLTS AS NOTED. 9. PROVIDE 2x MIN (UNO) PRESSURE TREATED BOTTOM SILL PLATE TO CONCRETE FOUNDATION AND 5/8"0 J-BOLTS WITH MINIMUM 7" EMBEDMENT INTO CONCRETE. ANCHOR BOLTS @ 4'-0" O.C. AND WITHIN 6" TO 12" FROM THE END CUT OF THE SILL, UNLESS NOTED OTHERWISE. PROVIDE 3"x3"x1/4" PLATE WASHERS AT ALL ANCHOR BOLTS. ALTERNATIVELY USE SIMPSON "URFP" RETROFIT FOUNDATION PLATE PER ANCHOR BOLT SPACING. 10. HOLDOWNS AND STRAPS OCCUR AT LEVEL WHERE THE CALLOUT OCCURS, STRAPS SHALL BE CENTERED ON RIM JOIST OR BLOCKOUT, UNLESS NOTED OTHERWISE. SEE HOLDOWN SCHEDULE. 11. SHEATHING & EDGE NAILING SHALL BE CONTINUOUS OVER DOOR OR WINDOW OPENINGS. 12. ANY DAMAGED WOOD MEMBER SHOULD BE REPAIRED OR REPLACED BEFORE COVER WITH SHEATHING, AND ALL WOOD WALL SHEATHING SHALL BE REPLACED. 13. USE MINIMUM (2) 2x STUDS AT STRAP HOLDOWNS AND USE MINIMUM (4) 2x STUDS OR 6x6 POST AT HDU OR HDQ HOLDOWNS. USE CAST -IN -PLACE ANCHORS FOR HDU OR HDQ HOLDOWNS, OTHERWISE CONSULT STRUCTURAL ENGINEER FOR POST INSTALLED ANCHORS. m 21 in ❑ w 0 a. H a w ry w a. D w U cco o u] w `"' Z In cl uj CD 0) V E ro � N � \3 V C 4 Lo N Lu w' w C 00 a a CD i N w L x� s M kS Q J •: d i] U. 5��s10 43162 �CG15TE� SS�GIVAL E' "7ID512423 Lu � w CD W o 00 C/) Q 00 00 0 0f C/) W o O w N L_L SHEET TITLE FOUNDATION PLAN SHEET NUMBER Simi PROJECT 4 2303 CD CD 3 3 2 A R00 E ERAWN G NOTES 1. TYPICAL ROOF FRAMING CONSISTS OF 15/32" APA RATED T&G SHEATHING (INDEX 32/16). NAIL SHEATHING TO FRAMING W1 8d NAILS @ 6" O.C. AT ALL PANEL EDGES AND 8d NAILS @ 12" O.C. AT INTERMEDIATE FRAMING MEMBERS (UNBLOCKED). 2. SEE GENERAL STRUCTURAL NOTE FOR DESIGN ROOF LOADS WHICH INCLUDE FUTURE SOLAR PANEL INSTALLATION. PRE -MANUFACTURED ROOF TRUSS DESIGN SHALL BE SUBMITTED TO ARCHITECT OR STRUCTURAL ENGINEER PRIOR. ONE 1 B y D COPY SHALL SUBMIT TO CITY OR COUNTY APPROVAL. 1 3. EXTERIOR WALLS TO BE FRAMED W1 2x6 HF#2 STUDS @ 16" O.C. (U.N.O.) 73'-6" EXCEPT (2) 2x6 HF#2 @ 16" O.C. AT STAIR OPENING NORTH WALL. 24'-6" 24'-6" 24'-6" al ON al ow- 4. INTERIOR WALLS TO BE FRAMED W/ 2x4 HF#2 STUDS @ 16 O.C. (U.N.O.) 5. COLUMNS @ HEADERS AND BEAMS TO BE (2) 2x HF#2 STUDS (U.N.O.) 1 1 1 6. ALL OUTDOOR CONNECTING HARDWARE SHALL BE GALVANIZED. 7. ALIGN A BLOCKING OVER FULL LENGTH OF ALL BEARING WALLS. S2 3 8. ALL HEADERS NOT SHOWN ON PLAN SHALL BE 4x8 HF#2 FOR EXTERIOR AND C-) INTERIOR BEARING WALL (U.N.O.). SEE HEADER SCHEDULE IN S2.1. 0 9. FOR TOP PLATE SPLICE, SEE DETAIL I/S2.1. I I I I ICI I I I I I I I I I I I I I I I I I I I I 10, ATTACH NON -BEARING WALLS TO BOTTOM OF TRUSSES/RAFTERS WITH SIMPSON 0 "STC" CLIPS @ 48" O.C. INSTALL IN ACCORDANCE WITH MFR.'S RECOMMENDATIONS. 11. ALL FRAMING HARDWARE NOTED ON PLANS SHALL MANUFACTURED BY SIMPSON l i l l l} 4 1 1 1 1 1 1 1 1 I l i! I I I I I I 141 I l l l l l l d STRONG -TIE OR APPROVED EQUAL. YJLJL JL JL JL JL JL JL JL JL JL JL JL JL JL JL JL JL JL JL JL JL JL JLF JL JL JL JLL JL JL JL JL JL JL JL -ir -1r -1r -1r -1r -1r -1r -1r �r �r �� r �r �r f"x'il �r�ry �rif�rr��LB 6 3� % 1 " (2 F V4 LB 6 3� " �2 F V4 GL 6 3 4" 21 ' 4 -V ) NOTE: I I I 1. SEE SHEAR WALL SCHEDULE AT SHEET S1.3. 2. PROVIDE SHEAR WALL (SW1) AT ALL EXTERIOR WALLS UNLESS NOTED OTHERWISE. I I I I I ICI I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I°OI I I I I I I I I I I I I I I I I I I I I — — —J L J J J J L J fli JL JL JL JL JJL JL JL = L JL JL JL JL JL JL JL ME-0 11 ir it ir ir ir ir ir ir ir ir ir ir ir il ir ir ir ir ir ir ir ir it -lr ir ir ir ir 7r -ir -ir _lr LB 6 3/ x 1 (2 F V4 LIB 6 x 1 �2 F V4 OL 6 3 4 21 (4 -V ) I (2) 2x12 HF#2 o I I I I I I I I I I I I I I I I I I I I I I I I I INI I I I I I I I I I I I I I I I I �IIIIIII�� I � J ROOF FRAMING PLAN SCALE: 1 /8" = 1 ' - O" 2x 12 HF#2 P.T. @ 24" O.C. L L (TYPICAL FOR ALL CANOPY) I I I I I; I I I I L IJ I I ;;,_ _- U u? m Z ❑ D Lu o a U IL U w CL a LL w U UCI) ) u] w m z a Lu o in w Q IL w IL 0 LL w Q a a m LSi � N N V W W N N a 6+Lu J NJ m ci co co C 7 1) W x= ■ [1 L is m 0 V1 b J J_ •} d o U. AO C 431 fit 2 `CGIST� NAL -1/05/2023 I— w w o o 00 0000 F 0� raj Lu o Cl N LU H I SHEET TITLE I MAIN FLOOR 2 CANOPY FRAMING PLAN FRAMING PLAN 51.2 SCALE. 1 8" = 1'-O" SHEET NUMBER S102 PROJECT 9 2303 SEE TYP JOINT SEALER DETAIL 1 12" MAX 2" MAX 1-112" MIN. 1-1 2 MIN. 1 " CLR-\ i 1-1/2" CLR #8 x 5'-D" @ 18" CONTROL M NT y L5B TYP REINF DWL AT MID — DEPTH TO MATCH SOG REINF e cc KEY 113� SLAB DEPTH SEE TYP JOINT SEALER (SIM) CN, Lo 4'" MAX N #= 4" 8 x 5'-0" @ 18" O.C. CONSTRUCTION JOINT (CJ ADJACENT TO R ETA N N IS WALL SEE CMU "DWL" DET cv 1 LsB LsB #4x@ 24 (2) #5 BOT CONT TH CKENED SLAB 3. SAWED JOINTS SHALL BE MADE AS SOON AS THE JOINT CAN BE CUT WITHOUT EDGES RAVELING AND WITHIN 12 HOURS OF SLAB FINISHING. SAWED JOINTS SHALL BE FILLED WITH SEALANT AS COORDINATED WITH THE ARCHITECT. 4. TYPICAL SLAB REINFORCING UNLESS NOTED OTHERWISE #5 @ 18" EACH WAY BOT #4 @ 18" EACH WAY TOP. TYPICAL SLAB ON GRADE SCALE: N.T.S. DEPRESSED SLAB LsBTYP MATCH SOG REINF 44 @ 18" EW 6 '----------- 1 (MAX) , > STEPS ON GRADE 5. PLACE 15 MIL VAPOR RETARDER DIRECTLY BELOW THE SOO, TYP. UNO. 6. PLACE 12" COMPACTED SUB —BASE BELOW SLAB IN ACCORDANCE WITH GEOTECHNICAL REPORT, TYP, UNO & ADD NON —WOVEN GEOTEXTILE FABRIC W/200 POUNDS GRAB TENSILE STRENGTH BELOW SUB —BASE WHEN INSTRUCTED BY GEOTECHNICAL ENGINEER. NO PIPE SHALL PASS THRU FTG, UNO WALL z �� FTC SHALL BE STEPPED SO AS NOT TO EXCEED 3'-0" DEEP E E VAT FTG o x OPEN OR BACKFILLED LOCATION PIPE TRENCH OF FULLY PARALLEL TO FTC DEVELOPED BAR PROVIDE SLEEVE W/ID4"+ODOF PIPE, MIN --\ � Q1 1 TRENCH MUST BE PLACE LEAN CONC FILL ABOVE THIS LINE AROUND SLEEVE BEFORE POURING FTG. FILL SHALL BE SAME WIDTH AS FTG. SEUON TYP. PIPE ENCASEMENT UNDER FOOTING SCALE: N.T.S. f'c = 3,000 PSI BAR Lo LT LsB LSBT SIZE 3 17 23 23 30 4 22 29 29 38 5 28 37 37 49 6 33 43 43 56 7 48 63 63 82 8 55 72 72 94 9 62 81 81 106 10 70 91 91 119 11 78 102 102 133 14 93 121 — — 18 124 162 — — NOTES: Ldn ,MIN SEE TABLE A E NO- 14d OR 2�" MIN NOTE 1 LOCATION OF FULLY DEVELOPED BAR 180 DEGREE HOOK INN]= Ldn ,MIN SEE TABLE A o w Q �N CN Z N 1 90 DEGREE HOOK END HOOK ALL GRADES D FINISHED BEND DIAMETER BAR 180° HOOKS 90' HOOKS SIZE D E J A #3 2,4» 5„ 3» 6" �#Lfj p rj#55 3312 611 4» 8f 3%" 7" 5" 10" #6 4Y" 8" 6" 12" #7 5Y4" 1O" 7» 141, #8 62P 1 1 » 1, 8 1 62P TABLE A MINIMUM TENSION EMBEDMENT LENGTHS, (Ldh) FOR STANDARD END HOOKS ON GRADE 60 BARS BAR NORMAL WEIGHT CONCRETE f'c (psi} SIZE 3,000 4,000 5,000 3 6" 6" 6" 4 8" 7" 7„ 5 0" 10 22 9 22 812 6 12" 10" 9" 7 14" 12" 11" 8 16" 14" 12" 9 18" 15" 14" 1. ABOVE VALUES VALID FOR ALL CASES IF: SIDE COVER ? v" AND END COVER 2" 2. BAR DIMENSIONS "A" AND "E" ARE LENGTHS BEYOND THE STRAIGHT LENGTH OF THE BAR REQUIRED TO MANUFACTURE 90 AND 180 DEGREE HOOKS, RESPECTIVELY. 3. FOR EPDXY COATED HOOKS, INCREASE THE ABOVE EMBEDMENT LENGTHS BY 20%. TYP. STANDARD HOOKS & EMBEDMENT SCALE: N.T.S. f'c = 4,000 PSI BAR Lo LT LsB LSBT SIZE 3 15 20 20 26 4 19 25 25 33 5 24 32 32 42 6 29 38 38 50 7 42 55 55 72 8 48 63 63 82 9 54 71 71 93 10 61 80 80 104 11 67 88 88 115 14 81 106 — — 18 108 141 — — ALL CONCRETE STRENGTHS BAR LB Lc Lcs SIZE 3 8 12 12 4 10 15 12 5 12 19 14 6 15 23 17 7 17 26 20 8 19 30 23 9 22 34 26 10 24 38 29 11 27 42 32 14 33 — — 18 43 — — NOTES: SEE PLAN FOR SLAB 1 /8"x 1 /4 SLAB THICKNESS 1. NOTATIONS: THICKNESS AND PREMOLDED CONT. MASTIC JOINT REINFORCING (TYP) STRIP. JOINT MAY BE SAW CUT de NOMINAL BAR DIAMETER (INCHES) AT CONTRACTORS OPTION) Lo TENSION DEVELOPMENT LENGTH (INCHES) FOR REINFORCEMENT SATISFYING THE • - CORNER BARS TO MATCH FOLLOWING REQUIREMENTS: ,. Nd • ' ' • HORIZ. REINFORCEMENT 2'-0" MIN SLABS AND WALLS: CLEAR SPACING > 2db, AND CONCRETE CLEAR COVER > db , LAP � BEAMS AND COLUMNS: CLEAR SPACING > db, AND CONCRETE CLEAR COVER > db III-III-III-III-III-III-III--III=-III-III-III-III-III-III-III-11— LT DEVELOPMENT LENGTH OF TOP BARS IN TENSION = 1.3 x Lo (INCHES) ° 4 -0 ° CUT ALTERNATE PLASTIC VAPOR BARRIER n 4 �a LB DEVELOPMENT LENGTH OF BARS OR DOWELS IN COMPRESSION = 19 x db (INCHES) WIRE AT JOINT AND COMPACTED GRANULAR 4 CONTROL JOINT FILL PER PLAN z Lc TIED COLUMN LAP SPLICE IN COMPRESSION = 30 x db (INCHES) TYPICAL VERTICAL REINFORCING PER a Lcs SPIRAL COLUMN LAP SPLICE IN COMPRESSION = 22.5 x db (INCHES) SECOND POUR FIRST POUR � d STEM WALL DETAIL �, ° LsB TENSION LAP SPLICE LENGTH FOR OTHER THAN TOP BARS = 1.3 x Lo (INCHES) SEE PLAN FOR SLAB THICKNESS AND BURKE "KEYKOLD" JOINT. e LSBT : TENSION LAP SPLICE LENGTH OF TOP BARS = 1.69 x Lo (INCHES) REINFORCING (TYP) STOP REINFORCING 1" CLEAR > 2. MULTIPLY VALUES IN THE TABLE BY 1.5 IF CLEAR SPACING OR CONCRETE COVER DO NOT MEET THE OF JOINT EACH SIDE TYP CONCRETE FOOTING, REQUIREMENTS FOR Lo IN NOTE 1. STEM OR WALL ' `- � 3. TOP BARS: HORIZONTAL BEAM REINFORCING WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW. - - - - - - - - - - - - - - - - - - - 4. THE DEVELOPMENT AND SPLICE LENGTHS ARE BASED ON REINFORCEMENT STRENGTH Fy =1 11=1 11=1 11=1 - 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I- 1=1 11=1 11=1 11=1 I1=1 I- 5. #14 AND #18 BARS SHALL NOT BE LAP SPLICED. SEE GENERAL NOTES. PLASTIC VAPOR BARRIER 6. MULTIPLY VALUES IN THE TABLE BY 1.3 FOR USE WITH LIGHTWEIGHT AGGREGATE CONCRETE. CONSTRUCTION JOINT AND COMPACTED GRANULAR FILL PER PLAN SLAB JDINT CONSTRUCTION CORNER &INTERSECTION REINFORCING ( PLAN REINFORCING BAR DEVELOPMENT AND SPLICE LENGTH TABLES c� m z ❑ o LLI a a I— a C) � Q o a D W U co co w `"' N m Q � � r z Z6 wQ o � v u m .� O v < k Q a V W a L u L ks) .y i� 0 w a W of a E N co co Q M N �w w m� J U. 162 `�fi�G15T�C � SSI�NAL E "7ID512423 w w CD o 1_rn cf) Q oa � Q Q D w o O N LU SHEET TITLE SECTIONS & DETAILS SHEET NUMBER S201 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. PROJECT 9 2303 E CAST SE ROUTED TYPICAL CONTROL JOINT AT INTERIOR COLUMN SCALE: N.T.S. COL INFILL CONC PER CONTROL JOINT DETAIL 12 15 #4 BARS 0 12" O.C. 12 @ FOOTING TO SLAB J, TOP OF SLAB HSS COLUMN WALL FRAMING BEYOND PER PLAN #5 BARS @ 12" O.C. EACH WAY @ MID DEPTH TOP OF CONCRETE LOAD —BEARING HEADER SCHEDULE MAX HEADER SIZE AT FLOOR HEADER SIZE AT ROOF OPENING 2x4 WALL 2x6 WALL 2x4 WALL 2x6 WALL UP TO 4'-0" 48 6x6 46 6x6 UP TO 6' -0" 410 6x 10 48 6x8 UP TO 8'-0" 414 6x12 412 6x10 NON —LOAD —BEARING HEADER SCHEDULE MAX OPENING SIZE HEADER SIZE AT FLOOR OR ROOF UP TO 4'-T 46 (VERT OR FLAT) UP TO 6'-T 46 VERT UP TO 8'-0" 48 (VERT) N OTE: 1. THESE HEADER SIZES ARE TO BE USED EXCEPT WHERE NOTED OTHERWISE ON PLAN. ANY LARGER SIZE MAY BE SUBSTITUTED. 2x4 WALL HEADERS MAY BE USED IN PLACE OF 2x6 WALL HEADERS FOR EQUAL SPANS. 2. REF STUD SCHED FOR REQ'D STUDS EA END AT LOAD BEARING HEADERS. 3. PROVIDE (2) 2x4 CRIPPLE STUDS AT 2x4 WALLS AND (2) 2x6 CRIPPLE STUDS AT 2x6 WALLS, UNLESS NOTED OTHERWISE. PROVIDE (1) 2x6 CRIPPLE STUD AT 2x6 WALLS WITH ROUGH OPENINGS LESS THAN 2'-0" WIDE. NOTE: 1. ALL VERTICAL REBAR NOT TO BE WET -SET. 2. ALL FASTENERS INTO PRESSURE TREATEI WOOD SHALL BE GALV. OR STAINLESS STEEL. PANEL NAILING & HOLDOWN PER PER SHEAR WALL SCHEDULE & PLAN (2) #4 REBAR CONT. @ TOP PER PLAN `.. III—i — . .4. x =III —III c TOP of FTC. r`` 4;I=III=1 r 4 III=III= _ _ Y' t:ti� '=1 1=III— k =1=1 _—I III=III-III III —III —I I #4 VERT. REBAR @Vou'l CENTER —III—III— III=III=III 1=III=III=1I a = _ III-1 I I-1 I I a: .III-1 I I � Q z „ � n 8 THK FOOTING TO REST UNDIST. 1,500 psf BEARING I I I=1 I I I I I=1 I I=1 I I-1 I I CL: OQa a� PER PLAN & SCHEDULE REINFORCING FOOTING TO REST ON Q PER SCHEDULE UNDISTURBED 501E PER PLAN UNDIST. 501E W MIN 1,500 OR COMPACT TO Z 95% ASTM psf BEARING STRUCTURAL BACKFILL PER GEOTECH. HSS COLUMN & FOOTING SCALE: N.T.S. FINISH WALL N CL If HSS COLUMN 0 0 PER PLAN 0 BASER & A.B. ir PER PLAN 1/4 1 2" CLR 8" AT WALL PLAN - OUTER COLUMN H55 COLT PER PLO BASE PER PLAP TOP OF FTG. PER PLAN IX ❑ro rni PLAN - INTERIOR COLUMN SECTION - INTERIOR COLUMN J J 7 J a cni cn W Z 7- WALL OPENING FOOTING SCALE: N.T.S. W II TI CTI Ir1C ❑FQ AAFD'C rIJV IIIVL� rCf[ rLHIV ER PLAN R BOLTS 1EAR WALL JLE LTS WN z �an STUD WALL FOUNDATION SCALE: N.T.S. I HEADER, REF HEADER STUDS REF WALL + SCHEDULE STUD SCHEDULE >< CRIPPLE STUDS ROUGH OPENING CONT CONT STUDS STUDS CRIPPLE STUDS ROUGH OPENING CONT STUDS REQ'D AT 2x4 EXTERIOR WALLS LEVEL UP TO 4'-0" RO UP TO 6'-0" RO UP TO 12'-0" RO L4 (2) 2x4 (2) 20 (2) 2x4 L3 (2) 2x4 (2) 2x4 (2) 2x4 L2 (2) 2x4 (3) 2x4 (4) 2x4 L1 (3) 2x4 (4) 20 (6) 2x4 CONT STUDS REQ'D AT 2x6 EXTERIOR WALLS LEVEL UP TO 4'-0" RO UP TO 6'-0" RO UP TO 12'-0" RO L4 (2) 26 (2) 26 (2) 2x6 L3 (2) 2x6 (2) 2x6 (2) 2x6 L2 (2) 2x6 (2) 2x6 (2) 2x6 L1 (2) 2x6 (2) 2x6 (3) 2x6 WALL OPENING FRAME HEADER SCHEDULE (U.N.O. SCALE: N.T.S. PER PLAN P.T. MUD SILL wl 5/8"0 A.B. @ w/ 2%2"x3/15" WASHER PER SHEAR WALL PLAN 4" CONC. SLAB PER PLAN (2) #4 REBAR CONT. @ BOTTOM C� cn ca z ❑ 0 uj a a a c Q o a Qf D w w U V} U) w r, N m � r z wo V E 8 co S v [V (D m u CNyN w QCL v w N co a CD co L N W 8uj m� � J J .y a i� 0 w w of a G U. —43162 � `�fi�G15T�C � SSI�NAL E "7ZD5Z2425 wC-) W CD O H � U] Q H 00 r� Q =D Q ow o O N LU :zj- H SHEET TITLE SECTIONS & DETAILS SHEET NUMBER S202 BASE PLATE & ANCHOR BOLT DETAIL SCALE: N.T.S. HOLDOWN DETAIL AT SHEAR WALL SCALE: N.T.S. PROJECT 9 2303 DOUBLE TOP PLATE 2 ROWS 16d NAILS STAGGERED. NAILS MAY BE INSTALLED FROM EITHER TOP OR BOTTOM 48" MIN. LAP 48" MIN. LAP BEARING 2x4 FRAMING 2x6 FRAMING - (12)-16d COMMON (12)-16d COMMON NAILS NAILS 3/8" MIN. 5/8" MIN. 0 V7I8" MAX1 3/8" MAX. 1 3/8" MAX 2 1 /8" MAX. PLATE SPLICE INTERSECTING PARTITITION DOUBLE TOP PLATE SPLICE SCALE: N.T.S. INSTALL (12)-16d NAILS WITHIN 24" OF EACH END. INTERSECTING PARTITION OR SPLICE OF EACH TOP PLATE. SEE DETAIL ABOVE FOR CLARIFICATION NOTE: WALL MUST BE OF SUFFICIENT WIDTH TO PROVIDE THE REQUIRED BEARING LENGTH FOR THE JOIST. RIM JOIST. NAIL TO WITH 8d AT 5" O.0 WEB STIFFENER EACH SIDE WHEN REQUIRED. (TYPICAL) 2N21on] 2FIR4I'le, 2x4 FRAMING 2x6 FRAMING 5/8" MIN. 3/8" MIN. 1 3/8" MAX[ 2" MAX. 2 1/8" MAX. 3 1/4" MAX. NOTCHED & DRILLED TOP PLATE SCALE: N.T.S. BACKE SIDING BEADLJLLJ MO L.L .LJLLl. NAIL JOIST TO R WITH 8d 0 6" O.C. TYP. BEAM END COLUMN CAP SCALE: N.T.S. rlkjnrnei 111 "'A35'! iOR TO GLB PER PLAN ;C07" WELD UMN 3VLIU OLuCK ALL POSTS FROM ABOVE TO BEARING BELOW COLUMN CAP AT BEAN JOINT SCALE: N.T.S. aN NJ T/PARAPET = PER PLAN c� LLJ DBL TOP PLATE > 0- o 2x6 @ 24"OC 9-0 5 BEARING ON WALL W/ RIM JOIST AS RESTRAIN rBmST TO SILL PLATE CONNECTION 7 TYPICAL POST BEARING AT JOIST S Z SCALE: N.T.S. 5 Z SCALE: N.T.S. 52.3 SCALE: N.T.S. DBL TOP PLATE WEB STIFFENER FLASHING CAP ATTACHMENT 1/4"x4l/2" SDS SCREW PER ARCH 2x6 KICKER AT EA STUD W/ (4) T/PARAPET EVERY OTHER STUD 0.148"Ox3' NAILS TO STUD 1 CTRD IN PER PLAN 2x4 BLKG BTWN STUDS > CONT 2xB SLEEPER W/ 1 RIM JOIST d W/ (2) 0.148" Ox3l/4" SCREWS TO xEA 'JOIDSWS A34 W/ #9 TOE NAILS EA END Q SCREWS PER MFR H3 SHTHO PER PLAN DIAPHRAGM `I ¢ 1/4"x41/2" SDS H3 EDGE NAILING CAP SCREWS @ 24"OC 2x6 STUDS @ 24"OC DIAPHRAGM EDGE > W/ SINGLE 2x PLATE T&B NAILING PER PLAN NAIL TO JOIST WEB FROM EACH SIDE / HB ANCHOR AT EA STUD TO 1Y2„ ATTACH BOT PLATE W/ T SHTHG ob LAZ=[-�FLAT BLKG 4 0.22"�x4" SOWS PER MANUFACTURER'S RECOMMENDATION. PER PLAN > SCREWS TO EA JOIST PANEL EDGE NAILING RIM JOIST PER PLAN 2x FLAT BLKG LOAD FROM ABOVE WEB STIFFENER AT EA STUD 2x BLKG W/ VENT HOLES EACH SIDE PER ARCH (2" 0 MAX) 475# (ASD) JOIST PER PLAN W/ EA JOIST 0.131 "001/4" NAILS JOIST PER PLAN TO TOP PLATE RIM ATTACHMENT STUD WALL PER SHEAR INSTALL WEB STIFFENERS TIGHT TO THE PLATE NAILING PER PER PLAN WEB BLKG PER MFR WALL SCHED BOTTOM SIDE OF THE TOP FLANGE WHEN SHEAR WALL SCHED HB AT EA JOIST STUD WALL REQUIRED BY LOAD. !REFER TO PER PLAN 2x6 LEDGER W/ ZIP SYSTEM PANEL WHERE MANUFACTURER'S RECOMMENDATIONS. (2) 0.148"Ox3l/4" OCCURS PER PLAN ZIP SYSTEM PANEL WHERE NAILS EA STUD OCCURS PER PLAN BEAR NG PONT WEB ST FFNER NSTALLAT ON SCALE: N.T.S. PARAPET — EXTER OR WALE PARALLEL TO JO ST SCALE: N.T.S. NOTE: ROOF FRAMING SLOPED PER ARCHITECT. TALL PARAPET AT EXTERT OR WALL PERPEND CULAR TO JO STS SCALE: N.T.S. U cn m z ❑ ❑ o a U Q w m ❑ 0 w U CD CI} CD u� w 4 z ❑ co wQ V v W +cY w -22 d v nw Z l..L LQ L .y i� 0 ILL LLI EL w w EL E L" 8 N co 4 co m Q M N M W x W d Q) m U J_ d � G U. 5�was�o 43162� � QUA -1/05/2023 H Lu m LL1 O CC a 00 U] � o� D-� F-Q 0w o Ow N LL I SHEET TITLE I SECTIONS & DETAILS SHEET NUMBER S203 PROJECT 9 2303 475# (AS D) EA JOIST 475# (A5D) EA JOIST 2x6 KICKER 24"OC— CANT 2x8 SLEEPER W1 (2) 0.22"0x4" SDWS SCREWS TO EA JOIST / �1 1 A34 W1 #9 SCREWS PER MFR H3 A34 W/ #9 SCREWS PER MFR H3 2x6 STUD 0 24"OC 2x6 PLATE W/ (2) 0.22"0x4" SDWS SCREWS TO EA BLKG 0o z ❑ 0 a a Of c Q o a 0 w U co [n cry w M N m ❑ r z W o ° KICKER JOIST PER PLAN END WALL V KICKER PER 12/54.01 •n N s v [V a � � v � NOTES:Lu m0 :::5 1. ADDITIONAL INFORMATION PER B/S4.02 AND 12/S4.01. LLJ v J � a� 2. MAX KICKER HEIGHT(H) 8'-6". KICKER ATTACHES AT 2/3H W/ (4) 0.148"0x3" NAILS. 1 = a V 1w cv co aco Q L N PARAPET -PARALLEL TO JO STS (y u �2 ui m !.4 SCALE: N.T.S. N � J J_ 475# (A5D) EA JOIST 2x6 KICKER ® 24"OC— CONT 2x8 SLEEPER W/ (2) 0.22" 0x4" SDWS SCREWS TO EA BLKG -, / 4" KICKER 475# (ASD) EA JOIST �1 1 A34 W/ #9 SCREWS PER MFR A34 W1 #9 H3 SCREWS PER MFR H3 4x4 BLKG EA KICKER � W/ HU44 HGR EA END—, JOIST PER PLAN W/ WEB BLKG PER MFR, TYP NOTES: 1. ADDITIONAL INFORMATION PER 8/S4.02 AND 12/S4.01. 2. MAX KICKER HEIGHT(H) 8'-6". KICKER ATTACHES AT 2/3H W/ (4) 0.148"0x3" NAILS. PARAPET- PERPENDICULAR TO JOIST SCALE: N.T.S. 4" SLEEP 2x6 STUD 12/5 9 24"OC SHTH T/SHTH PER PL 2x6 PLATE W/ (2) 0.22"00" SDWS SCREWS TO EA BLKG DBL JOIST r'A Ir1 IA IA I I A 238# EA BI H PARAPET - EXTERIOR WALE PARALLEL TO JOIST SCALE: N.T.S. w 0 W t� w a G U. —43162 � `�fi�G15T�C � SSI�NAL E H W W CD o rn CI] Q H 00 r� Q � Q ow o O N LU H SHEET TITLE SECTIONS & DETAILS SHEET NUMBER S204 PROJECT 9 2303