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APPROVED BLD ENG PLN BLD2020-0279 KENTNER RESUB CIVILS + ARCHGENERAL NOTES PROJECT INFORMATION PRESCRIPTIVE REQUIREMENTS- ALL CLIMATE ZONES LOCATION R-VALUE U-FACTOR FENESTRATION U-FACTOR N/A 0.28 SKYLIGHT U-FACTOR N/A 0.50 GLAZED FENESTRATION 5HGC N/A N/A CEILING 49 0.026 WOOD FRAME WALL 211NT 0.056 MA55 WALL R-VALUE 21/21 0.056 FLOOR 38 0.029 BELOW GRADE WALL 10/15/21 iNT + TB 0.042 SLAB R-VALUE AND DEPTH 10, 2 FT N/A APPROVED PLANS MUST BE ON JOB SITE AS BUILT - LOWER FLOOR SCALE: 10' = 1' 0" IN Work NEW SFR Address 806 Cary RD Owner K,NTN,R MELODYLN HINDLEY LN w 1 � o �/ w w z rn � PL J( W Z Q SiTE =1 0 Z U ��DZ GASPERS ST / VICINITY MAP (NTS City Of Edmonds Building Depaftment Approved Date 7-28-2020 Building Official_E,.it,,,, Permit Number AFL WORK SUBJECT _C, TO FIELD INSPECTION FOR CODE COMPLIANCE Approved by Fire 07/28/2020 Reviewed- Approved. A residential fire sprinkler system is required. A recommended flow -through design will meet specifications and reduce equipment and continuing maintenance requirements. ECDC19.05.020132. Provide a minimum combination water service of one inch (1 ") meter and one and one half (11/2") service line, or show that domestic and fire protection needs can be met with a smaller service. 107 AS BUILT - MAIN FLOOR AS BUILT - UPPER FLOOR THESE DRAWINGS ARE THE PROPERTY OF H2D, LLC. ANY REPRODUCTIONS MUST BE AUTHORIZED BY THE ARCHITECT AND MUST BEAR THE NAME OF THE ARCHITECT. © COPYRIGHT 2020 BY H2D, LLC. THESE DRAWINGS ARE PROTECTED BY FEDERAL AND STATE COPYRIGHT LAWS. 1. CODES/REGULATIONS: -CONSTRUCTION TO CONFORM TO THE 2015 INTERNATIONAL RESIDENTIAL CODE (iRC), WASHiNGTON STATE LAWS AND REGULATIONS, CURRENT WASHiNGTON STATE RESIDENTIAL ENERGY CODE AND VARIOUS CODES IMPOSED BY LOCAL AUTHORITIES. -A SEPARATE PERMIT MAY BE REQUIRED FOR PLUMBING, ELECTRICAL, AND/OR MECHANICAL WORK AS APPLiCADLE. -A COPY OF THE APPROVED PERMIT PLANS MUST BE ON THE JOB SiTE DURING CONSTRUCTION. 2. CONTRACTOR'S RESPONSIBILITY: -PRIOR TO CONSTRUCTION, THE CONTRACTOR 15 TO VERIFY ALL DIMENSIONS AND STRUCTURAL MEMBER SIZES. -DO NOT SCALE CONTRACT DOCUMENTS. AF ANY DISCREPANCIES 1N THE DRAWINGS OR FROM THE CODES ARE NOTED, ARCHITECT 15 TO BE NOTIFIED IMMEDIATELY. -ALL CHANGES MADE BY THE CONTRACTOR SHALL BE 5UBMiTTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. -THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, SAFETY PRECAUTIONS, ACTS OR OMiSSIONS OR PERFORMANCE OF THE CONTRACTOR. -CONTRACTOR SHALL BE RE5PON515LE FOR THE PERFORMANCE AND WEATHERPROOFING OF THE ENTIRE BUILDING, iTS COMPONENT EQUIPMENT, AND PARTS. -ALL STRUCTURAL SYSTEMS SUCH AS WOOD TRUSSES WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION iN ACCORDANCE WiTH INSTRUCTIONS PREPARED BY THE SUPPLER. -ALL WORK MUST FOLLOW CURRENT RRP RULES AND REQUIREMENTS AS DEFINED BY THE EPA AND THE STATE OF WASHiNGTON. -ALL WASTE AND REFUSE CAUSED iN CONNECTION WiTH THE WORK SHALL BE REMOVED FROM THE PREMISES AND DISPOSED OF BY THE CONTRACTOR. THE PREMISES SHALL 5E LEFT CLEAR AND CLEAN TO THE 5AT15FACTION OF THE OWNER. -CONTRACTOR SHALL DESIGN AND INSTALL SHORING AS REQUIRED TO PERFORM WORK. ENGINEERING, CONSTRUCTION AND SAFETY OF THE SHORING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3. SOILS: -FOUNDATION DESIGN 15 BASED ON AN ASSUMED AVERAGE SOiL BEARING OF 2,000 P5F OR PER GEOTECHNiCAL REPORT. ALL FOOTINGS SHALL BE CAST ON UNPISTUR5ED FiRM NATURAL SOiL OR COMPACTED SOiL OF 2,000 PSF BEARING CAPACITY AT LEAST 1'-6" BELOW LOWEST ADJACENT GRADE, AND FREE OF ORGANIC MATERIALS. FOOTING EXCAVATION SHALL BE FREE OF LOOSE SOILS, DEDRiS, AND FREE WATER AT ALL TIMES. THiS OFFICE TAKES NO RESPONSiDiLiTY iN VERIFYING THE ACCURACY OF ENGINEERING DATA SUPPLIED BY OTHERS. 4. ATTIC REQUIREMENTS: -APPLY ROOFING 1N ACCORDANCE WiTH 1RC CHAPTER 9. PROVIDE ATTiC VENTILATION AS INDICATED ON DRAWiNG5 AND AS OUTLINED iN iRC 5EC R806. -THE NET FREE VENTILATING AREA SHALL 5E NOT LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED, EXCEPT THAT THE AREA MAY BE 1/300 PROVIDED AT LEAST 50 PERCENT OF THE REQUIRED VENTILATING AREA 15 PROVIDED BY VENTILATION LOCATED iN THE UPPER PORTION OF THE 512ACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE OF CORNICE VENTS WiTH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. (iRC SEC R806). -ATTIC ACCESS: MINIMUM 22" x 30" WiTH MiNiMUM 30" HEADROOM, UNOB5TRUCTED, READILY ACCESSIBLE OPENING. iRC SEC R807. ACCESS DOOR5 SHALL 5E WEATHER5TRiPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. AN ROOMS NOT PROVIDED WiTH AN OPERABLE WINDOW OF 1.5 SQ. FT. OR GREATER, A MECHANICAL VENTILATION SYSTEM CAPABLE OF PROVIDING 5 AiR CHANGES PER HOUR SHALL 5E PROVIDED. -VENT DRYER, BATH FANS, AND RANGES/OVENS TO THE OUTSIDE. 5. VENTILATION: -VENT FANS SHALL TERMINATE AT THE EXTERIOR OF THE BUILDING PER 1RC SECTION M1502.3 AND iMC SECTION 501.3. -INSULATE ALL DUCT5 OUT51PE OF CONDITIONED SPACE PER WA STATE ENERGY CODE. -KITCHEN RANGE HOODS: RANGE HOODS CAPABLE OF EXHAUSTING MORE THAN 400 CFM REQUIRE MAKE-UP AiR PER iRC M1503.4. 6. GLAZING: -TO BE iN COMPLIANCE WiTH iRC 5EC R308 AND WASHiNGTON STATE SAFETY GLASS LAW, EXCEPTIONS ARE A5 OUTLINED iN iRC SEC R308. -GLAZING iN LOCATIONS SUBJECT TO HUMAN IMPACT SUCH AS GLASS iN DOORS, GLAZING WiTHiN 24" ON EITHER SiPE OF A DOOR OPENING, GLAZING CLOSER THAN 18" TO A FLOOR, SHOWER DOORS AND TUB ENCLOSURES SHALL BE WiFE REINFORCED, TEMPERED GLASS, LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC. -SLIDING GLASS DOORS TO BE SAFETY GLAZING, LAMINATED OR TEMPERED GLASS. -SHOWER ENCLOSURES SHALL BE APPROVED WiRE REINFORCED, TEMPERED OR LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC. -GLAZING WiTHiN 18" OF FLOOR AND GREATER THAN 18" iN LEAST DIMENSION SHALL COMPLY WiTH IMPACT LOADS. SEE PLANS. -ALL EXTERIOR WALL GLAZING SHALL BE DOUBLE GLAZED, UNLESS NOTED OTHERWISE, AND COMPLY WiTH STATE OF WASHiNGTON ENERGY CODE. -EGRESS iN EVERY SLEEPING ROOM SHALL HAVE A MiNiMUM NET CLEAR OPENING OF 5.7 SQ. FT. THE MiNiMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24", MiNiMUM NET CLEAR OPENING WIDTH OF 20" AND A FINISHED SiLL HEIGHT NOT MORE THAN 441, ABOVE THE FLOOR. iRC SEC R310. 7. ENERGY: -ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO iRC REQUIREMENTS AND THE WASHINGTON STATE ENERGY CODE, LATEST EDITION. VERIFY ALL CONDITIONS BEFORE PROCEEDING WiTH WORK. -APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL INSULATION STANDARDS. -BUILDING AiR LEAKAGE TESTING, PER SEC 502.4.5,15 REQUIRED PRIOR TO FINAL INSPECTION. THE TEST RESULTS SHALL BE POSTED ON THE RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE. -EACH DWELLING UNiT 15 TO HAVE ONE PROGRAMMABLE THERM05TAT FOR REGULATION OF TEMPERATURE PER SEC 503.(5.1. -A SIGNED AFFADAViT DOCUMENTING THE DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR PRIOR TO AN APPROVED FINAL INSPECTION. -DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR AND HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION. -MiNiMUM 75% OF PERMANENTLY INSTALLED LAMPS 1N LIGHTING FIXTURES SHALL BE HiGH EFFICACY LAMPS PER SEC 404.1. -WHERE THE PRIMARY HEATING SYSTEM 15 A FORCED-AiR FURNACE, AT LEAST ONE THERMOSTAT PER DWELLING UNiT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES OF THE DAY. THE THERMOSTAT SHALL ALLOW FO, AT A MiNiMUM, A 5-2 PROGRAMMABLE SCHEDULE (WEEKDAYS/WEEKENDS) AND BE CAPABLE OF PROVIDING AT LEAST TWO PROGRAMMABLE SETBACKS PER DAY. 8. STAIRS: -MiNiMUM HEADROOM 6'-8'; MiNiMUM TREAD 10"; MAXIMUM RISER 7 3/4" -HANDRAIL: REQUIRED AT ALL 5TAiR5 WiTH MORE THAN 4 RISERS PER iRC 311.7.8. MINIMUM 34" AND MAXIMUM 38" ABOVE TREAD NOSING. OPEN SIDES OF 5TA1R5 MORE THAN 30" ABOVE ADJACENT FLOOR SHALL HAVE HANDRAILS AND GUARDRAILS. HANDRAIL TO 5E 1 1/4"-2" CROSS SECTIONAL DIMENSION AND 1 1/21, AWAY FROM WALL. -GUARDRAIL: SHALL DE MiN 36" iN HEIGHT WHERE ADJACENT SURFACE OR GRADE 15 30" OR MORE BELOW. RAILINGS SHALL BE SPACED TO NOT ALLOW THE PASSAGE OF A 4" SPHERE PER iRC 312.1. -INSTALL FiRE BLOCKING AT MiD-STRINGER SPAN AND AT WALL ALIGN STRINGER. -COVER WALL5 AND 5OFFiT5 OF U5A13LE SPACE UNDER STAIR WiTH 5/8" TYPE "X" GYPSUM WALLBOARD. 9. INSULATION: -INSULATION TO MEET THE CURRENT WASHiNGTON STATE ENERGY CODE REQ'TS FOR TABLE R402.1.1, TABLE R402.1.3 AND SECTION R402. REFER TO PRESCRIPTIVE TABLE ON SHEET 01. -EXISTING WALL AND FLOOR CAVITIES EXPOSED DURING CONSTRUCTION FOUND UNiNSULATED, OR WiTH DAMAGED INSULATION (D15COLORED, WET, DAMAGED, OR DETERIORATED) SHALL BE FILLED WiTH R-15 INSULATiON AT 2X4 FRAMING AND WiTH R-21 INSULATION AT 2X6 FRAMING. REF SEC R503.1.1-EXCEPTION 2.. -WALL5 TO BE INSULATED WiTH MiNiMUM R-21 INSULATION. 5ELOW GRADE WALLS TO BE INSULATED WiTH MiNiMUM R-21 INSULATION, ALLOW FOR THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT WALL UNLESS NOTED OTHERWISE. -ROOF AND CEILING INSULATED WiTH R-49 BLOWN-iN AT FLAT CEILINGS AND R-38 H.D. GATT AT VAULTED AREAS UNLESS NOTED OTHERWISE. -ROOF: ALLOW FOR A MINIMUM 1" CLEAR BETWEEN TOP OF INSULATION AND BOTTOM OF SHEATHING FOR VENTING UNLESS NOTED OTHERWISE. -VENTING 15 REQUIRED iN EACH JOIST SPACE. WHERE CONTINUOUS VENTING WiTH A JOIST SPACE 15 INTERRUPTED BY A HEADER (FOR EXAMPLE AT A SKYLIGHT OR HiP), PROVIDE (2)1 1/2" VENTING HOLES AT THE TOP OF THE RAFTER AT THE HEADER TO ALLOW FOR CONTINUOUS THRU-VENTING INTO THE NEXT J015T SPACE UNLE55 NOTED OTHERWISE. -FLOORS: INSULATED WiTH R-30 GATT INSULATION OVER UNHEATED SPACE UNLESS NOTED OTHERWISE. -SLAB-ON-GRADE: PROVIDE EXTRUDED RiGiD CLOSED CELL R-10 INSULATiON. INSULATION TO PROVIDE THERMAL BREAK BETWEEN SLAB AND FOOTING AND RUN FROM THE TOP OF THE 5LA13 TO THE BOTTOM OF THE FOOTING. INSULATION MAY BE INTERRUPTED FOR 6" EVERY 2'-0" TO ALLOW FOR DOWELING TO TiE SLAB AND FOOTING TOGETHER. UNLESS NOTED OTHERWISE. 0. GARAGE SEPARATION: -REQUiRES 1/2" GWD ON THE GARAGE SiDE. 5/8" TYPE'X' GWD WHERE THERE 15 LiViNG SPACE ABOVE. SUPPORTING COLUMNS, WALLS AND BEAM5 USE 1/2" GWB PER 1RC R302.6 -OPENINGS INTO A GARAGE: OPENINGS INTO A GARAGE SHALL HAVE A SOLID WOOD OR HONEYCOMB -CORE STEEL DOOR NOT LESS THAN 1-3/8" THICK, OR 20-MINUTE FiRE RATING. DOORS SHALL DE EQUIPPED WiTH A SELF -CLOSING DEVICE PER iRC R302.5.1. 1. VAPOR BARRIERS: -AN APPROVED VAPOR DARRiER SHALL BE INSTALLED AT EXTERIOR WALLS AND AT ALL ROOF DECKS, BELOW ENCLOSED JOIST SPACES WHERE CEILING FINISHES ARE DIRECTLY INSTALLED TO JOISTS, AND ANY OTHER WALL OR CEILING SURFACES WHICH RECEIVE INSULATION. THiS VAPOR BARRIER MAY DE A COMPONENT OF THE INSULATION MATERIAL. APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR BARRiER5 SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL INSULATION STANDARDS. 12. FIRE SAFETY: -SMOKE ALARMS/DETECTORS (S.D.): SMOKE ALARMS/DETECTORS SHALL BE INSTALLED iN ALL SLEEPING ROOMS, iN THE AREA OUTSIDE THE SLEEPING ROOM AND iN OTHER LOCATIONS PER iRC R314. POWER SOURCE AND INTERCONNECTION PER 1RC. -CARBON MONOXIDE DETECTORS (C.M.D.): SHALL HAVE AN APPROVED CARBON MONOXIDE ALARM INSTALLED OUTSIDE OF EACH SLEEPING AREA iN DWELLING UNITS AND iN EACH LEVEL iN ACCORDANCE WiTH THE MANUFACTURER'S REQUIREMENTS PER iRC315. SINGLE STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WiTH UL2034 AND SHALL 5E INSTALLED iN ACCORDANCE WiTH THIS CODE, NFPA 720-2012 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. -CARBON MONOXIDE DETECTION SYSTEMS PER iRC 315.2 THAT INCLUDE CARBON MONOXIDE DETECTORS AND AUDIBLE NOTIFICATION APPLIANCES, INSTALLED AND MAINTAINED iN ACCORDANCE WiTH THiS SECTION FOR CARBON MONOXIDE ALARMS AND NFPA 720-2012, SHALL BE PERMITTED. THE CARBON MONOXIDE DETECTORS SHALL BE LISTED AS COMPLYING WiTH UL 2075. WHERE A HOUSEHOLD CARBON MONOXIDE DETECTION SYSTEM 15 INSTALLED, iT SHALL BECOME A PERMANENT FIXTURE OF THE OCCUPANCY. 13. CERTIFICATE & TESTING - A PERMANENT CERTIFICATE SHALL BE COMPLETED AND POSTED ON OR WiTHiN THREE FEET OF THE ELECTRICAL DiSTRiDUTiON PANEL DY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL. THE CERTIFICATE SHALL 5E COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFE55IONAL AND SHALL NOT COVER OR 055TRUCT THE V151131LiTY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL, OR OTHER REQUIRED LABELS. THE CERTIFICATE SHALL LiST THE PREDOMINANT R-VALUES OF INSULATION INSTALLED iN OR ON CEILING/ROOF WALLS, FOUNDATION (SLAB, 5ELOW-GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; U-FACTORS FOR FENESTRATION AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AiR LEAKAGE TESTING DONE ON THE BUILDING. WHERE THERE 15 MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LiST THE VALUE COVERING THE LARGEST AREA. THE CERTRiFiCATE SHALL LiST THE TYPES OF EFFICIENCIES OF HEATING, COOLING, AND SERVICE WATER HEATING EQUIPMENT. 14. FIRE SPRINKLERS - INSTALL 13P FiRE SPRINKLER SYSTEM TO ALL AREAS OF DWELLING UNiT. DESIGN TO BE PROVIDED 5Y OTHERS. - SPRINKLERS SHALL BE LISTED RESIDENTIAL SPRINKLERS AND SHALL BE INSTALLED iN ACCORDANCE WiTH THE SPRINKLER MANUFACTURER'S INSTALLATION INSTRUCTIONS. - THE SPRINKLER SYSTEM SHALL BE DESIGNED BY A WASHiNGTON STATE CERTIFIED 512RINKLER DESIGNER AND iN5TALLED iN ACCORDANCE WiTH THE NATIONAL FiRE PROTECTION STANDARD (NFPA) APPROVED BY PLANNING p Jul 24 2020 PROJECT OWNER: TRESSA AND DANiEL KENTNER 806 CARY RP EDMONDS WA 98020 PROJECT ARCHITECT: HEiDi HELGE50N PROJECT DESIGNER: LiSA MONTALVO H21) ARCHITECTURE + DESIGN 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 5TRUCTURAL ENGINEER: DENNIS TITUS, PE, SE CG ENGINEERING 250 4TH AVE S. STE 200 EDMONDS, WA 98020 425.778.8500 CiViL ENGINEER: CG ENGINEERING 250 4TH AVE 5, 5TE 200 EDMONDS, WA 98020 425.778.8500 PROJECT DESCRIPTION: DEMO EXISTING STRUCTURE; CONSTRUCT NEW SINGLE FAMILY RESIDENCE PROJECT ADDRESS: 806 CARY RP TAX LOT NUMBER: 27052400214000 LEGAL DESCRIPTION: LOT 1, CiTY OF EDMONDS FINAL SHORT PLAT NO. PLN20170055, RECORDED UNDER RECORDING NO.201903115001, BEING A PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., RECORDS OF SNOHOMiSH COUNTY, WASHiNGTON LAND USE CODE COMPLIANCE STATISTICS ZONE: K512 LOT COVERAGE: LOT AREA: 12,000 5F EXISTING HOUSE (TO BE DEMO-ED): (1161.6 5F) PROPOSED NEW HOUSE AND GARAGE: 5000.3 SF PROPOSED LOT COVERAGE: 5000.5 5F ALLOWED LOT COVERAGE: 12,000 5F X 35% = 4200 SF OK EXISTING EXiSTiNG HOUSE & ROOF (DEMO): 1361.5 5F IMPERVIOUS EXISTING DRIVEWAY (DEMO): 3686.4 SF SURFACE: EXISTING WALKWAYS (DEMO): 93 SF EXISTING PATIOS/DECKS (DEMO): 32 SF TOTAL EXISTING IMPERVIOUS SURFACE (DEMO ALL): 5172.9 5F PROPOSED NEW HOUSE & ROOF: IMPERVIOUS NEW CONCRETE DRIVEWAY: SURFACE: NEW PERVIOUS PARKING: F495b NEW WALKWAYS: NEW PATIOS/DECKS: TOTAL PROPOSED IMPERVIOUS SURFACE: TOTAL NEW/REPLACED IMPERVIOUS SURFACE: l 4958 5F REQ'D SETBACKS: FRONT: 25' REAR SETBACK: 25' SiDE SETBACK: 10, PARKING: 2 REQ'D PARKING SPACES PROVIDED 9 GARAGE BUILDING HEIGHT BUILDING HEIGHT LiMiT = 25' INFORMATION: REFER TO SHEET A2.0 AND A2.1 FOR DETAILED HEIGHT INFORMATION ENERGY CREDIT INFORMATION ENERGY CREDIT FROM WASHiNGTON STATE ENERGY CODE TABLE 406.2 MEDIUM DWELLING UNiT: 3.5 CREDITS ALL DWELLING UNITS NOT INCLUDED iN SMALL OR LARGE. 1a EFFICIENT BUILDING ENVELOPE: 0.5 CREDITS PRESCRIPTIVE COMPLIANCE 15 BASED ON TABLE R402.1.1 WiTH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U = 0.28 FLOOR R-36 SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB 3d HiGH EFFICIENCY HVAC EQUiPMENT:1.0 CREDITS DUCTLESS SPLIT SYSTEM HEAT PUMPS, ZONAL CONTROL: iN HOMES WHERE THE PRIMARY HEATING SYSTEM 15 ZONAL ELECTRIC HEATING, A DUCTLESS HEAT PUMP SYSTEM SHALL BE INSTALLED AND PROVIDE HEATING TO THE LARGEST ZONE OF THE HOUSING UNiT. 5a EFFICIENT WATER HEATING: 0.5 CREDITS ALL SHOWERHEAD AND KITCHEN SiNK FAUCETS INSTALLED iN THE HOUSE SHALL BE RATED AT 1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL DE RATED AT 1.OGPM OR LESS. 5c EFFICIENT WATER HEATiNG:1.5 CREDITS GAS, PROPANE, OR OiL WATER HEATER WiTH A MiNiMUM EF OF 0.91 SHEET INDEX 01 PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS 02 SiTE PLAN SURV SURVEY SURV SURVEY C1.1 COVER SHEET AND GENERAL NOTES C2.1 TEMPORARY EROSION CONTROL PLAN C2.2 TEMPORARY EROSION CONTROL DETAILS C3.1 GRADING AND DRAINAGE PLAN AND DETAILS C3.2 GRADING AND DRAINAGE DETAILS C4.1 WATER AND SEWER PLAN AND DETAILS A1.0 LOWER, MAiN, AND UPPER FLOOR DEMOLITION PLANS AV LOWER FLOOR PLAN A1.2 MAiN FLOOR PLAN A1.3 UPPER FLOOR PLAN A1.4 ROOF PLAN A1.5 WINDOW AND DOOR SCHEDULES A2.0 EXTERIOR ELEVATIONS A2.1 EXTERIOR ELEVATIONS A3.0 BUILDING SECTIONS A3.1 BUILDING SECTIONS A3.2 DUiLPING SECTIONS A4.0 WALL SECTION AND DETAILS A4.1 WALL SECTION AND DETAILS A4.2 WALL SECTION AND DETAILS A4.3 WALL SECTION AND DETAILS A4.4 WALL SECTION AND DETAILS A4.5 TYP. DETAILS 51.1 STRUCTURAL NOTES 51.2 STRUCTURAL NOTES 52.1 FOUNDATION PLAN 52.2 LOWER FLOOR FRAMING PLAN 52.3 52.4 MAiN FLOOR FRAMING PLAN ROOF FRAMING PLAN RESUB 53.1 FOUNDATION DETAILS 54.1 WOOD FRAMING DETAILS 54.2 WOOD FRAMING DETAILS 54.3 WOOD FRAMING DETAILS J u 1 09 2020 55.1 ROOF FRAMING DETAILS CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LU U Z o W o 0 0 CO V J Q > � LW/ L.L U nN/ L.L CO 0 Z LU q 0 Z 2i 0 Z W 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 3/2/2020 REViSEP: 7/8/2020 CONSTRUCTIO N PRICING SET PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS SCALE:1/8" = 1'-0" \ I ) SCALE:1/8" = 1'-0" 01 POWER TO BE RELOCATED / UNDERGROUND PER CiTY OF / EDMONDS REQ'T5, LOCATION TO BE CONFIRMED UP -SIZE WATER METER TO V (VERIFY) A5 REQ'D \ \ FOR FiRE SPRINKLERS \DEMO EX HOSE BiB N 88°36'5'" W 5.74' /0 / i W Wm F3 EASEMENT PER R1 _-------- --—�-- /---5------------------ — — — — --- � />Si , P / � Y / / \ - D WV NEW C6,NciTE ° / V Di IVEWA 1 EX YDRANT - DEMO EX / ,o DRIVEWAY ° 1 , V tih♦1 4'-O / I I I I I 1 — — --48- / < / Q-16iNGRESS/ GRESS 1 _ EASEMENT. NEW WALKWAY ° w / ENTRY PORCH OK TO ENCROACH IN SETBACK Q ` PER 16.20.040 / DEMO $X �SCO BRICK STEPS � I \ 1 _ _ tcj I �EbF EX STREET r DEMO X DRIVEWAY J PROPERTY B AWN/LANDSCAPE I , I I I / zo I c! 1 25'-011 IN i REQ1D FRONT YARD I w M ! LI / io 1 L I Q CD Iz I 1 1 44" SPR / Q 56" CEP O L- 0 — — — — — — — — — I 1 WV I 1 I 1 /I I I I I � I I I I / I I I I I I I I / I I I 1 � 1 I I I I 1 I I 1 L -II SITE PLAN SCALE: 1" =10' 1�1'ERV10U5 ,ZKiNG AREA o )OODCHiP OR 0) � Q — 1 / R)oo o�> I w i � 1 i N 88036' 7" W 128.18' 30" CEP / O NEW CONCRETE RETAINING WALL 9 PROPERTY LiNE PER CIVIL & STRUCTURAL (MAX HEIGHT = 3'-0") DEMO EX RETAINING WALL iN PRIVATE EASEMENT \ 0—H5 --L W DEMO EXISTING D \�EWAY IN \ \\\ 113 �5'-011 ` \ \ REQ'D RI AR YAR 1 \ � \� 1 1 \ I I 1 I I0I I 7-� I I , I -- [I)EMO XiSTiNG BRCIKEN ONCRETE WALL_I I I , I I ° 1 NEW PAT101BELOW I /FL I ----------- ------------ I I 1 ° I I ---- --- ---------------- NEW D iP-THRU PECK OVER I I CONCRETE PATOO \ I I +40.51 \ I I I I I. 2 '-71/411 I I PROP051ED REAR YARD � I I I 1 I I / I I I / I I I I / I I I / I I ---- -�C ` ck/ I LOCATF �X GAS s s / I sS SS I I I EX F NCE HEIGHT CALCULATION "REFER TO SURVEY FOR DATUM ELEVATION A=+47' B = +41.9' C = +42.4' D = +48.7' AVERAGE GRADE = (A+B+C+D) / 4 = + 45' MAXIMUM HEIGHT = + 70' PROPOSED HEIGHT = + 69.7' APPROVED BY PLANNING Jul 24 2020 I I I I I I \ I NEW CONCRETE RETAINING WALL @ PROPERTY LiNE\ PER CiViL & STRUCTURAL\ �b (MAX HEIGHT = 3'-0") \ NEW CONCRETE RETAINING \ / WALL Cad PROPERTY LiNE \ / PER CiViL & STRUCTURAL. \ / REGRADE REAR YARD TO SLOPE TO LEVEL 40.5' AT RET. WALL N BOTTOM OF WALL ELEV: 37.5' Or TOP OF WALL ELEV: 40.5' w (MAX HEIGHT 3'-0"); VERIFY GRADES iN FIELD 0 M N 0 0 z LOT 2 REGRADE REAR YARD TO SLOPE TO 40.5' AT TOP OF RETAINING WALL; VERIFY GRADES iN FIELD I I I I r I w I � I � I � I z I Iz I m I I z I I o I z I I I I I I I I I I I NEW CONCRETE RETAINING I I WALL 9 PROPERTY LiNE PER I CIViL & STRUCTURAL. REGRADE I REAR YARD TO SLOPE TO 40.5' I Cad RETAINING WALL I BOTTOM OF WALL ELEV: 38.5' j I TOP OF WALL ELEV: 40.5' I I (MAX HEIGHT: 3'-0"); VERIFY I I GRADES iN FIELD ssss SS NEW RETA1NiNa WALL (MAX HEIGHT 3'-Q") — — — — — \�— — — — — — — — — — — — — — NOTES: 1. REFER TO CiViL ENGINEERING FOR STORMWATER AND DRAINAGE INFORMATION ENGINEERING DIVISION APPROVED AS NOTED W�"� 07/13/2020 N LAND USE CODE COMPLIANCE STATISTICS ZONE: R5 12 LOT COVERAGE: LOT AREA: 12,000 SF EX15TING HOUSE (TO 5E DEMO-ED): 1161.6 SF PROPOSED NEW HOUSE AND GARAGE: 3000.3 SF PROPOSED LOT COVERAGE: 3000.3 SF ALLOWED LOT COVERAGE: 12,000 SF X 35% = 4200 SF OK EXISTING EXISTING HOUSE & ROOF (DEMO): IMPERVIOUS EXISTING DRIVEWAY (DEMO): SURFACE: EXISTING WALKWAYS (DEMO): EXISTING PATIOS/DECKS (DEMO): TOTAL EX15TING IMPERVIOUS SURFACE: PROPOSED NEW HOUSE & ROOF: IMPERVIOUS NEW CONCRETE DRIVEWAY: SURFACE: NEW PERVIOUS PARKING: NEW WALKWAYS: NEW PATIOS/DECKS: TOTAL PROPOSED IMPERVIOUS SURFACE: TOTAL NEW/REPLACED IMPERVIOUS SURFACE: 1361.5 SF 3686.4 SF 93 SF 32 SF 5172.9 SF 3465 SF 614 SF 368 SF 350 SF 161 SF 4958 SF 4958 SF RESUB Jul 09 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LU U Z o W o Q 00 V J N0 Q LLI >- 3: U cD 0 Z LU q O Z 2i 0 Z LLI W i 9716 REGISTERED GST ARCHITECT DI MICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 3/2/2020 REVISED: 7/8/2020 CONSTRUCTIO N PRICING SET SITE PLAN 02 LEGAL DESCRIPTION (PER STATUTORY WARRANTY DEED RECORDING# 201906200311) GRAPHIC & BOUNDARY SURVEY LOT 1, CITY OF EDMONDS FINAL SHORT PLAT NO. PLN20170055, RECORDED UNDER RECORDING NO. 201903115001, BEING A PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., RECORDS OF SNOHOMISH COUNTY, WASHINGTON. BASIS OF BEARINGS BEARING = NORTH 01 °02'18" EAST BETWEEN SURVEY MONUMENTS FOUND ON THE CENTERLINE OF BROOKMERE DR, PER GPS OBSERVATIONS, WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE. REFERENCES R1. SHORT PLAN NO. PLN20170055, REC. NO. 201903115001. VERTICAL DATUM NAVD 88, PER GPS OBSERVATIONS. SURVEYOR'S NOTES 1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN AUGUST OF 2019. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN FOR CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT ELEVATIONS. 2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. 3. THE TYPES AND LOCATIONS OF ANY UTILITIES SHOWN ON THIS DRAWING ARE BASED ON INFORMATION PROVIDED TO US, BY OTHERS OR GENERAL INFORMATION READILY AVAILABLE IN THE PUBLIC DOMAIN INCLUDING, AS APPLICABLE, IDENTIFYING MARKINGS PLACED BY UTILITY LOCATE SERVICES AND OBSERVED BY TERRANE IN THE FIELD. AS SUCH, THE UTILITY INFORMATION SHOWN ON THESE DRAWINGS ARE FOR INFORMATIONAL PURPOSES ONLY AND SHOULD NOT BE RELIED ON FOR DESIGN OR CONSTRUCTION PURPOSES; TERRANE IS NOT RESPONSIBLE OR LIABLE FOR THE ACCURACY OR COMPLETENESS OF THIS UTILITY INFORMATION. FOR THE ACCURATE LOCATION AND TYPE OF UTILITIES NECESSARY FOR DESIGN AND CONSTRUCTION, PLEASE CONTACT THE SITE OWNER AND THE LOCAL UTILITY LOCATE SERVICE (800-424-5555). 4. SUBJECT PROPERTY TAX PARCEL NO. 27032400214000. 5. SUBJECT PROPERTY AREA PER THIS SURVEY IS 12,001 ±S.F. (0.27 ACRES) 6. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST THAT ARE NOT SHOWN HEREON. 7. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5—SECOND TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND MEET THE STANDARDS SET BY WAC 332-130-090. LEGEND ® ASPHALT SURFACE BRICK SURFACE SSSbbb BUILDING CENTERLINE ROW Coo CLEANOUT Q CONCRETE SURFACE RETAINING WALL M/m INGRESS/EGRESS EASEMENT .,UTILITY EASEMENT DECK o- FENCE LINE (WOOD) FIRE HYDRANT G GAS METER ►�� MONUMENT IN CASE (FOUND O HB HOSE BIB RISER ❑ P POWER METER - -P POWER (OVERHEAD) PPO POWER POLE O REBAR AS NOTED (FOUND) (v) SEWER MANHOLE SIZE TYPE O TREE (AS NOTED) �WM WATER METER x WV WATER VALVE NAIL AS NOTED VICINITY MAP N.T.S. LWo* Ln SITE - 805 Cary RudJ % n a v ca.p—s Caspersst ❑ , a R Y n z `� p Google � O Gaspers st 16' INGRESS/EGR EASEMENT. PEF 'k- LL — — — — — — — — — — — — — — — — — — — — 7 LOT 2 N 88'36'57" W 75.19' - - - - - - / HELD PER R1 N 88'36'57" W 406.84' HELD PER R1 N 00'54'37" E 10.00' HELD PER R1 N 88'36'48" W CASPERS ST CONTROL MAP N.T.S. 25' ROW «o O 1 0 14.83' FOUND MON IN CASE BRASS DISK, DOWN 1.2' N 88'36'57" W 41.28' HELD PER R1 � Q z Q �y < w ''�1L'' Q m W w �M m W O 00 O N 0 o W z FOUND MON IN CASE BRASS DISK, DOWN 0.6' 13.14' FOUND MON IN CASE INVERTED NAIL, DOWN 0.3' RESUB Jul 09 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W w o Ui LLLL � o Q z 0 N p Z c M � O 0 N N m W � °� w U cr = z � U- Q O 0 z a_ 0 W 0 Z W 00 0 C) 0) W � � U � (z z W c O Z co Q W � O N N o 1� c 00 (1) a) Q N (1) �4--)1 a--i :3 L _> a 3 N 0- m � V) N O 00 ,--I 00 4-J 00 (%) Ln 4-J L n N N L U C � o 00 O JOB NUMBER: 191379 DATE: 08116119 DRAFTED BY: IDV-MD CHECKED BY: JPS SCALE: N. T. S. REVISION HISTORY SHEET NUMBER 1 OF 2 TOPOGRAPHIC & BOUNDARY SURVEY 10 0 5 10 ( IN FEET ) 1 INCH = 10 FT. LEGEND ® ASPHALT SURFACE BRICK SURFACE 6666<Sb�5�S�5b� BUILDING CENTERLINE ROW Coo CLEANOUT CONCRETE SURFACE RETAINING WALL INGRESS/ EGRESS EASEMENT •• UTILITY EASEMENT DECK FENCE LINE (WOOD) FIRE HYDRANT ] G GAS METER ►�� MONUMENT IN CASE (FOUND) O HB HOSE BIB RISER ❑ P POWER METER P POWER (OVERHEAD) PPO POWER POLE O REBAR AS NOTED (FOUND) C) SEWER MANHOLE SIZE TYPE O TREE (AS NOTED) ❑WM WATER METER m WV WATER VALVE NAIL AS NOTED " W 406.84' RESUB Jul 09 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L cd w LU w ui o z Q O 06 U_ z N N (j) N O N LL, w ww L.L w Z o N O °z = Q z Ll- o P ~ Z w Q W / 0 O z 0- 0 o 1� c 00 (1) a) rn c c Q a) a) 41 3 Z3 a) a m � V) N O 00 ,-� 00 00 Ln a--, N - Ln N N L a-J U .� O 0 CD- 0 00 O ,--I JOB NUMBER: 191379 DATE: 08116119 DRAFTED BY. IDV-MD CHECKED BY. JPS SCALE: 1 "=10' REVISION HISTORY SHEET NUMBER 2 OF 2 NW 1 /4 OF NW 1 /4, SECTION 24, TOWNSHIP 27 NORTH, RANGE 03 EAST, W.M. KENTNER RESIDENCE 806 CARY RD EDMONDS, WA 98020 OWNER DANIEL AND TRESS KENTNER 806 CARY ROAD EDMONDS, WA 98020 626.388.6602 GENERAL NOTES CONSULTANTS ARCHITECT H2D ARCHITECTURE AND DESIGN 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 206.542.3734 CONTACT: LISA MONTALVO SOIL/GEOTECH ENGINEER KRAZAN & ASSOCIATES, INC. 4303 198TH SW LYNNWOOD, WA 98036 425.485.5519 CONTACT: MICHAEL RUNDQUIST UTI LITI ES CIVIL ENGINEER WATER/SEWER/STORM GAS FIRE CG ENGINEERING CITY OF EDMONDS PUGET SOUND ENERGY FIRE DISTRICT ONE 250 4TH AVE S, SUITE 200 121 5TH AVE N PO BOX 91269 12425 MERIDIAN AVE EDMONDS, WA 98020 EDMONDS, WA 98020 BELLEVUE, WA EVERETT, WA 98208 425.778.8500 FAX 778.5536 425.771.0241 1.888.225.5773 425.551.1200 CONTACT: JARED UNDERBRINK, PE SURVEYOR POWER CABLE & TELEPHONE SNOHOMISH COUNTY PUD COMCAST TERRANE PO BOX 1107 15815 25TH AVE W 10801 MAIN ST, SUITE 102 EVERETT, WA 98206 LYNNWOOD, WA BELLEVUE, WA 98004 425.783.1000 877.824.2288 425.458.4488 CONTACT: JEFFREY SAVAGE GENERAL NOTES: 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: - CURRENT INTERNATIONAL BUILDING CODE (IBC) 2019 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF AS -BUILT DRAWINGS AND SHALL SUMMARIZE ALL ASBUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (i.e. HEAVY EQUIPMENT, STOCKPILING). 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE PROJECTS STORM SYSTEM. 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 21. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 22. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 23. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 24. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 25. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 26. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 27. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 28. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. 29. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 30. ALL UTILITIES SHALL BE PLACED UNDERGROUND. 31. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. 32. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 33. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. 34. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 95%. COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. 35. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. 36. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 37. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 38. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. 39. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. 40. THE CITY'S PUBLIC WORKS OPERATION AND MAINTENANCE DEPARTMENT TO FABRICATE FIRE/AID ADDRESS SIGN AND/OR STREET ADDRESS SIGN. THE CONTRACTOR/OWNER SHALL CONTACT THE ENGINEERING DIVISION BY EMAIL AT ENGINEERINGPERMITS@EDMONDSWA.GOV TWO WEEKS IN ADVANCE OF THE REQUESTED SIGN FABRICATION. A SIGN FABRICATION FEE WILL BE COLLECTED PRIOR TO PERMIT ISSUANCE. FIRE/AID ADDRESS SIGNS ARE $75 PER SIGN STREET. ADDRESS SIGNS ARE $175 PER SIGN. LEGAL DESCRIPTION (PER STATUTORY WARRANTY DEED RECORDING# 201906200311) LOT 1, CITY OF EDMONDS FINAL SHORT PLAT NO. PLN20170055, RECORDED UNDER RECORDING NO. 201903115001, BEING A PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., RECORDS OF SNOHOMISH COUNTY, WASHINGTON. CAUTION! CALL BEFORE YOU DIG O BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT Q THE ONE- CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION 1-800-424-5555 BENCHMARK BEARING = NORTH 01°02'18" EAST BETWEEN SURVEY MONUMENTS FOUND ON THE CENTERLINE OF BROOKMERE DR, PER GPS OBSERVATIONS, WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE. HAUL ROUTE SHEET INDEX C1.1 COVER SHEET & GENERAL NOTES C2.1 TEMPORARY EROSION CONTROL AND DEMO PLAN C2.2 TEMPORARY EROSION CONTROL DETAILS C3.1 GRADING & DRAINAGE PLAN & DETAILS C3.2 GRADING & DRAINAGE DETAILS C4.1 WATER & SEWER PLAN & DETAILS FROM SITE: LEFT ON CARY ROAD, LEFT ON CASPERS STREET AND CONTINUE ALONG CASPERS TOWARDS THE LEFT AS IT BECOMES 9TH AVE N, WHICH BECOMES PUGET DRIVE AS IT TURNS RIGHT. CONTINUE EAST UNTIL I-5. TO SITE: FROM I-5, ALONG 106TH SW WHICH TURNS TO PUGET DR. CONTINUE ON PUGET DRIVE AND FOLLOW IT TO THE LEFT AS IT BECOMES 9TH AVE SW, THEN FOLLOW 9TH AS IT BENDS TO THE RIGHT AND BECOMES CASPERS STREET, RIGHT ON CARY ROAD. NOTE: CITY MAY REVISE AS APPLICABLE BASED ON VEHICLE SIZE CONSTRUCTION SEQUENCE NOTES: 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT 425-771-0220, EXT. 1326. TWO DAY (48 HR) NOTICE IS REQUIRED. 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROLNOTES. 3. CALL FOR UTILITY LOCATES. 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATIONOUTSIDE THE CONSTRUCTION ZONE. 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 6. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 7. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW). 8. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS. 9. INSTALL INFILTRATION TRENCH. EXCAVATION OF INFILTRATION AREAS SHALL NOT BE ALLOWED DURING WET OR SATURATED CONDITIONS. THE BMP SHALL NOT BE MADE OPERATIONAL UNTIL ALL EROSION -CAUSING PROJECT IMPROVEMENTS ARE COMPLETED AND ALL EXPOSED GROUND SURFACES ARE STABILIZED. 10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. 11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. DATUM NAVD 88 - � PROJECT SITE ---_J I I I � I � I � I a � Caspers St Gaspers stL - - - - - - -fit- a VICINITY MAP N TS " p ,ere Cr 3 o - Caspers St n LEGEND DESCRIPTION EXISTING PROPOSED ABBREVIATIONS PROPERTY LINE - - - - ABN ABANDONED MIN MINIMUM ADJACENT PROPERTY LINE - - - - - - BLDG BUILDING BOTTOM OF WALL MJ MECHANICAL JOINT CENTERLINE BOW MON MONUMENT CLEARING LIMITS - CENTERLINE NTS NOT TO SCALE SILT FENCE X X X X CB CATCH BASIN OC ON CENTER CONTOUR LINE - - - - -100 - - - - - 00 CMP CORRUGATED METAL PIPE PC POINT OF CURVATURE FENCE CO CLEANOUT PI POINT OF INTERSECTION SANITARY SEWER LINE MANHOLE - -ss - - -ss - -o-ss -------- ass- CONC CONCRETE PIV POST INDICATOR VALVE PROPERTY LINE O © CONST CONSTRUCTION STORM DRAIN MAIN - - - SD - - - SD - ->-SD -------- 0--SD- CP CONCRETE PIPE PT POINT OF TANGENCY STORM DRAIN PIPE - - - - - - - - - -0 CU YD CUBIC YARD PVC POLYVINYL CHLORIDE PIPE ROOF DRAIN - - - R - - - R - - - R - -R-R DDCVA DOUBLE DETECTOR CHECK VALVE ASSEMBLY PVI POINT OF VERTICAL INTERSECTION FOOTING DRAIN - - - F - - - F - - - F - F F DI DUCTILE IRON PIPE PVMT PAVEMENT PRESSURE LINE CATCH BASIN (TYPE 1) - - - P - - - P - - - F - P P DIA DIAMETER PVT POINT OF VERTICAL TANG. ❑ ■ DIP DUCTILE IRON PIPE R RADIUS CATCH BASIN (TYPE 2) tom; ® EA EACH REINF REINFORCEMENT CLEANOUT o ® EJ EXPANSION JOINT RJ RESTRAINED JOINT CLEANOUT AND WYE �� ELEV ELEVATION RET RETAINING GRADE BREAK - - - - - - - EOP EDGE OF PAVEMENT RT RIGHT SURFACE SWALE EX EXISTING SD STORM DRAIN DRAINAGE ARROW FDC FIRE DEPT. CONNECTION SECT SECTION STORM DRAIN MANHOLE WATER LINE - - WA- - - WA WA- WA- FIFE FINISHED FLOOR ELEVATION SDMH WATER METER ® 19 FH FIRE HYDRANT SIM SIMILAR FIRE HYDRANT � *�Pll FL FLANGE SQ SQUARE FDC 17 i FT FEET/FOOT SS SANITARY SEWER PIV O • GV GATE VALVE SSMH SANITARY SEWER MANHOLE GATE VALVE g Z HP HIGH POINT STA STATION STANDARD TEE , I, HT HEIGHT STD 90' BEND ID INSIDE DIAMETER STL STEEL THRUST BLOCKING o IE INVERT ELEVATION TB THRUST BLOCK CAP CONCRETE PAVEMENT L LCPE LENGTH/LINE LINED CORRUGATEDTOW POLYETHYLENE PIPE TOC TOP OF CURB TOP OF WALL ° a ° a ° ASPHALT PAVEMENT LF LINEAL FOOT TOP TOP ELEVATION CRUSHED SURFACING LP LOW POINT TYP TYPICAL ROCKERY LT LEFT VC VERTICAL CURVE SPOT ELEVATION f 20.0 f 20.0 MAX MAXIMUM W/ WITH TELEPHONE LINE - - - T - - - T - - - T - -T-T MECH MECHANICAL WM WATER METER POWER LINE - - - E - - - E - - - E - E E MH MANHOLE GAS LINE --- G - -- G - -- G- G SIGN ri COMPLIES WITH APPLICABLE i )E PPS OVED FICIR Oc. N ,T Ul TIO 1,- T K O EDMONDS OI 07/13/2020RES C'IITY EIJIGINEEMN GIM;UfrO 9 2 02 CITY OF EDMO D nFVF1 C)PMFNT SFR\j ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GULL �� of WAs� l� jD 25385 �IS'fEg' ONAL� 07/07/2020 J I_ a H � Z m O m Ln F w a- L � F- F- U w w w 0 d d Y Q' Q DESIGN: DLL DRAWN: ATD CHECK: JPU JOB NO: 19387.20 DATE: 02/21 /2020 0 W N 0 0 Z 00 Ld 0) 0 Q W V / W Q 0 U FZ O Z W O 0 Y 00 W SHEET: i J 0 Z ,^ Q V / LIJ LI__w 0 LTd Z ,1 V / Lf LL Ld Ld / Z Ow 0 0 0 cl ml S ICES DEPARTMENT I I I I\ TEMPORARY EROSION CONTROL PLAN NW 1 /4 OF NW 1 /4, SCALE: 1" = 10' / 1.6'-S, SECTION 24, TOWNSHIP 27 NORTH, RANGE 03 EAST, W.M. V N U I-UUNU NtbAN/UAt-- w' IN ?su-,5b 5/" W 406.84' z - z - LS# 30442 U N � `u 0.04'N & 0.18' W w OF PROP COR 10 0 5 10 20 TEMPORARY EROSION CONTROL PLAN NOTES: 1. INSTALL CATCH BASIN INLET PROTECTION PER DETAIL 4/C2.2 FOR ALL CATCH BASINS WITHIN 100' OF SITE AND AS NEW CBS BECOME OPERATIONAL ON SITE. 2. ALL DISTURBED PERVIOUS SURFACES SHALL BE AMENDED TO MEET DOE BMP T5.13. 3. FROM OCTOBER 1ST TO APRIL 30TH ANY EXPOSED SOILS NOT BEING WORKED FOR MORE THAN TWO DAYS SHALL BE COVERED. FROM MAY 1ST TO SEPTEMBER 30 ANY EXPOSED SOILS NOT BEING WORKED FOR MORE THAN 7 DAYS SHALL BE COVERED. 4. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION. 5. ALL DISTURBED AREAS SHALL BE COMPOST AMENDED PER 2014 SWMMWW BMP T.5.13 6. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STD DETAILS, AND OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION. ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL SD-642 OR APPROVED EQUAL. ALL EXPOSED SURFACES TO BE COVERED WITHIN 2 DAYS OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. ,1TY OF.- EDMONDS DATE 07/13/2020 RES61 B5�: 202 CITY ENGINEERING I01' CITY OF EDMO D D EV E LO P M E IDS E RV DEPARTMENT i J ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GUILL 4 pF 'PASS 25385 �IS'fEg' ONAL� 07101 / 2020 J a 75 z 0° 0 m Ln L W a- u Lj w w 0 d d Y Q DESIGN: DLL DRAWN: ATD CHECK: JPU JOB NO: 19387.20 DATE: 02/21 /2020 I O ry Z O U Z O U) o O U p � Z Z W 00 Li Q � V) < a �O WQo 012 U Z � W H 0 12 0 Z (O M W O 0 W w Z Y 00 W z SHEET: C201 NW 1 /4 OF NW 1 /4, SECTION 24, TOWNSHIP 27 NORTH, RANGE 03 EAST, W.M. O G 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO2"x2'14GA WIRE FABRIC EQUAL 0 NATNE BACKFILL MATERIAL -/ I B. FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS 1 al I I � FABR RE C MESH FE PORTFINLTER ■ BURY BOTTOM OF FILTER MATERIAL B" TO 12" NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS ACTVITY. BEFORE OTHER WORK CAN BEGIN CITY OF EDMONDS PUBLIC WORKS DEPARTMENT REVISION DATE FILTER FABRIC FENCE JANUARY 2018 FILTRATION SYSTEMS STANDARD D ETAI L APPROVED BY R. ENGLISH E R - 9 D0 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS _IS A TH IN DE FULL WIDTH DRESS/EGRESS DETAIL NOTES: Q THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/DR INTO THE PUBLIC RIGHT-O=-WAY. ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1.SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MDUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF ErrE AND/OR ONTC PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPALLS AS CONDTIONS DEMAND ARID REPAIR AND/OR CLEANOLIT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEA4ING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT S12E MIN LENGTH OF (FEET) QUARRY SPALLS* [ 1/4 ACRE 30 1 ACRE 50 3 ACRE 100 > 3 ACRE 100 *PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL LENGTH TO BE DETERMINED BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN STABILIZED CONSTRUCTION CITY OF EDMONDS ENTRANCE PUBLIC WORKS DEPARTMENT PROVED BY R. ENGLISH CITY OF EDMONDS STANDARD DETAIL SCALE: NTS REVISION DATE JANUARY 2018 STANDARD D ETAI L ER-901 CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CATCH BASIN FILTER SOCK: WITH OVER FLOW HOLES (TYP) iIN NOTES: 1, CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD, 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT 15 ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORT{ CAN BEGIN. TEMPORARY SEDIMENT TRAP FOR CATCH BASINS APPROVED BY R. ENGLISH CITY OF EDMONDS STANDARD DETAIL SCALE: NTS REVISION DATE JANUARY 2018 STANDARD D ETAI L ER-9D2 PPf 'VED F IF C(ASSTU TIC �;,I TY ` EDMONDS DATE. RES CP11TY ENIGII�IE RAN DI' 9 20 CITY OF EDMON D DFVFI OPMF SFR\j ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GUIWA szi LL E� • 25385 Is fEg ti MAL � J ! % n,2 2('20 w l J I — a H Z m 0 m Ln F w a- L � H H U w w w 0 d d O O L � Q cV O N r_ 00 DESIGN: DLL DRAWN: ATD CHECK: JPU JOB NO: 19387.20 DATE: 02/21 /2020 I O ry Z O U Z O U) o O U p Z 00 Ld w 0) 0 V) o Q w � Q � ) W Q V 0 � U � � Q Z (O m w o p ILL]a W Y 00 LLI 0 W SHEET: 0 C202 S ICES DEPARTMENT NW 1 /4 OF NW 1 /4, SECTION 24, TOWNSHIP 27 NORTH, RANGE 03 EAST, W.M. / GRADING AND DRAINAGE NOTES: 1. SOILS REPORT / REPORT NUMBER: 092-19016 PREPARED BY: KRAZAN & ASSOCIATES DATED: JANUARY 23, 2020 / 2. T SEPARATION IS REQUIRED BETWEEN THE DRY UTILITIES (POWER, GAS, PHONE, CABLE, ETC.) AND SEWER, WATER, AND STORM / AND 5' FROM ANY CITY MAIN LINES. / 3. CONTRACTOR TO VERIFY EXISTING ELEVATIONS PRIOR TO CONNECTING PROPOSED DRAINAGE SYSTEM. / 4. TIGHTLINE PIPES UNDER DRIVABLE SURFACES SHALL HAVE 2' MINIMUM COVER. / 5. CBS W/ RIM TO INVERT >5' SHALL BE TYPE II CATCH BASINS. / 6. ALL PIPE SHALL HAVE MINIMUM 1/ COVER UNDER LANDSCAPE AREAS AND 2' MINIM UNDER DRIVEABLE SURFACES. / 7. TOP: FINISH GRADE AT TOP OF WALL / TOE: FINISH GRADE AT BOTTOM OF WALL EG: EXISTING GRADE @ WALL LOCATION EXI ING 70 LF, 48"� PIPE PART OF SHORT AT NO. PLN20170055 UNDER AFN 201903115001 & 2016 BUILD NG PERMIT FOR LOT 2 / EXISTING TYPE I CB TO DISPERSION TRENCH RIM:36.5± / IE (S,E&W): 33.0 FIELD VERIFY IES PRIOR TO CONSTRUCTION / \ 10' UTILITY EASEMENT 54" TYPE II CB SLEEVE UTILITIES 4 WORK ZONE IN / FOUND REBAR/CAP G RIM: 48.8 UNDER WALL 10' PRIVATE UTILITYSHOULDER / Q LS# 30442 0.13'W IE (E&W): 39.0 10' UTILITY EASEMENT vC @ ro ro � j OF PROP COR 2 TOP RISER: 42.0 EASEMENT PER R1 ,,'' 12 P g0 VF i C3.2 TOP:45.0 1 TOP: 44.0 TOE: 43.0 - - G i' G - - G - - - G - - G SAWCUT /�� 40 LF ^' 36"� N-12 TOE: 44.0 ��\ G - ,, �' � /- - G - - - � i DETENTION PIPE EG: 44.0 EG: 43.0 , FOUND REBA 8 NEW GRASSCRETE / 47,25 �S#,13t�44� - WA- - - WA- - - WA- - - WA- - - / - - - N 88*36 W 95.74' ' G� ,f� e.-61'N & 0.08'w 15 LF 6" PVC @ 15.6% /�� IE: 41.47 OF PROP COR MATCH EXISTING GRADE G �� /� -- G--- --- - -- --- G-- 46,--- NEW CONCRETE DRIVEWAY 16' INGRESS/EGRESS EASEMENT. PER R1 a 6" TRAFFIC RATED TRENCH DRAIN RIM:47.75 / IE: 43.75 G a �Q i 4d MATCH a EXISTING / GRADE / ^ I I FOUND / I I cD W/WASI I IN I LS# 30 / a 10 0.04'N / IN I OF PR a � Ln / I I Ip I// la 10 I 44" SPR Ln I \ GRADING AND DRAINAGE PLAN 1� FOUND REBAR/CAP uj Z. LS# 30442 b 0.04'N & 0.18'W La OF PROP COR 00 N 0 TOP: 40.5 W TOE: 37.8 EG: 37.8 O ►) N 0 Z J EXISTING BUILDING ON LOT 2 39.2' coLL - TOP: �0.5 TOE: 8.5 EG: 383 812 CARY ROAD PAVING LEGEND NEW/REPLACED ASPHALT OVERLAY EXISTING ASPHALT/UTILITY SAWCUT "' �• ' '' NEW/REPLACED CONCRETE - I----------- I NEW GRASSCRETE GRADING QUANTITIES TOTAL EXCAVATION (CUT) - 25.0 CU YDS TOTAL EMBANKMENT (FILL) - 275.0 CU YDS TOTAL 300.0 CU YDS THE QUANTITIES SHOWN ABOVE ARE FOR THE PERMIT PROCESS ONLY. THESE VALUES ARE APPROXIMATE. DO NOT USE FOR BIDDING, PAYMENT, OR ESTIMATING PURPOSES. SITE AREAS PROPOSED IMPERVIOUS AREA: 4,958 SF -ROOFTOPS: 3,465 SF -PAVEMENT: 614 SF -GRASSCRETE: 368 SF -DECK: 161 SF -WALKWAY: 350 SF TARGET IMPERVIOUS AREA: 4,958 SF 4" DIA PERFORATED PVC PIPE WITH 6" OF 1" MINUS GRAVEL 8" MIN FROM WOOD. ALL AROUND, WRAPPED IN SEE STRUCTURAL DRAWINGS NON -WOVEN GEOTEXTILE FABRIC, SLOPE AT 0.5% MIN. TURN DOWN PERFORATIONS AS SHOWN II ;II' 6" DOWNSPOUT TIGHTLINE TO FINISHED GRADE III CONVEYANCE SYSTEM @ 0.5% MIN. PLACE NEXT TO FOOTING _ DRAIN OR AS SHOWN ON - - -I GRADING & DRAINAGE PLAN (CONTRACTOR MAY LOCATE ON EITHER SIDE OF FOOTING DRAIN) O ° o O 0° O ® o 00 0 O O� a 000 °00 oo a LINE OF MAX EXCAVATION. �00. �0 a a IF SOIL IS OVEREXCAVATED, 00 O 0 0 OO a 41 a REPLACE WITH LEAN MIX 0 0 CONCRETE � FOOTING �1 1 L- I 2 FOOTING AND ROOF DRAIN SECTION NEW CON SCALE: NTS WALL W/ FALL I PROTECTION PER ARCH >I I ACCEPTABLE TIGHTLINE DRAWINGS.' 3' w MATERIAL: MAX HT. I SDR 35 SCH 40 5 I N-12 C3.2 F810 HANCOR OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING D2729 \ ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. ALL DISTURBED SOILS SHALL BE - } - SS - - - $ - $$ - - } COMPOST AMENDED PER CITY OF 50 LF ^ 6" PVC @ 2.0% MIN EDMONDS STANDARD SD-642OR EDETAIL AL TOP: 40.5 \ TOE: 38.5 ALL EXPOSED SURFACES TO _ EG: 38.5 \ BE COVERED WITHIN 2 DAYS _ N 88'36'57" W OWNER/CONTRACTOR IS RESPONSIBLE FOR 406.84' EROSION CONTROL AND DRAINAGE I I I I a 10 0 5 10 20 P PR0\11"E D FOR (A TR UI TI O 1,1T ' EDMONDS CUM 07/13/2020 RES01 CITY EI`0GlNEEMMGoj,;j;jWfM9 202 CITY OF EDMO D F V F I PP M FPS F R V B 0 S 'ICES DEPARTMENT ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GUI.LL WASJ� E� • 25385 Cs SIONAL 07/ 01/ 2020 J a a H Z m O m Ln 0- L w � H H Lij Lu Lu 00 W N N O 0 Y Q DESIGN: DLL DRAWN: ATD CHECK: JPU JOB NO: 19387.20 DATE: 02/21 /2020 L.I.. V Q Z ,^ v W O 0 0 E- L LI 0 0 Z 0 Q 0 L LI N Z Q z U z 0 z z CO Q Q LLI 0 0 w a Y 00 LLI C SHEET: C301 NW 1 /4 OF NW 1 /4, SECTION 24, TOWNSHIP 27 NORTH, RANGE 03 EAST, W.M. 2009 Edition Page 633 Table 61-11-2. Meaning of Symbols on Typical Application Diagrams ® Arrow board Shadow vehicle Q O O Arrow board support or trailer (shown facing down) IN Sin g g (shown facing left) Changeable message sign or support trailer Surveyor ■ Channelizing device Temporary barrier ® Crash cushion ® Temporary barrier with warning light Direction of temporary traffic detour Traffic or pedestrian signal y Direction of traffic ® Truck -mounted anenuatar M7-* Flagger ® Type 3 barricade High-level warning device (Flag tree) Warning light — Longitudinal channelizing device Work space Luminaire \ Pavement markings that should be removed for a long-term project o Work vehicle Table 61-11-3. Meaning of Letter Codes on Typical Application Diagrams Road Type Distance Between Signs.. A 9 C Urban (low speed)' 1g0 feet 100 feet 1001001 Urban [hi gh speed]- 350 feet 350 feet 350 feet Rural 500 feet 500 feet SW feet Expressway) Freeway 1,000 feel 1,500 feel 2.640 feel Speed category to be determined by highway agency -' The column headings A. B. and C are the dimensions shown in Figures BHA through 6H-46. The A dimension is the distance Imm the transition or point of restriction to tha lint sign. The B dimension is the distance between the first and second signs. The C dimension is the distance between the second and Third signs- {The -first sign' Is the sign in a three -sign serles that is closest to the TTC zone. The -thl d sign" is the sign that is furthest upstream from the TTC zone l Table 61-11-4. Formulas for Determining Taper Length Speed (S) Taper Length (L) in feet ws7 40 mph or less L = - SO 45 mph or more L = WS Where: L = taper length in feet W = width of olfset in feet 5 = posted speed limit, or oft -peak 851h-percentile speed prior to work starling, or the anticipated operating speed in mph vVir, 29W TRAFFIC CONTROL LEGEND SCALE: NTS 20N Edition FINISHED LEVEL OF CONCRETE SURROUND TO BE APPROX 1/8" ABOVE TOP OF CHANNEL EDGE EXPANSION JOINT INSTALL ACO DRAIN MODEL K100S OR EQUAL CONCRETE 3000 PSI MIN BEDDING LAYER SURFACING PER CIVIL DRAWINGS 010, TRENCH DRAIN (IN CONCRETE SCALE: 1" = V-0" Figure 6H-3. Work on the Shoulders (TA-3) 311IW XX 1X3N MOM flV0}ta T NNOM T N301f10HS 4111111111 ■ y NaoM t + aIain0 A - 1M L t Shoulder taper (see Note 7) ON3 or Note: See Tables 6 H - 2 and 6H-3 for the meaning of the symbols and/or letter codes used in this figure. �f y ENO t Reno wosK e J � o r i 11 Typical Application 3 5s1;1. OHM t7cacmbcr 2009 KA TRAFFIC CONTROL DETAIL SCALE: NTS Page 639 Sect, OHM I■ OPEN GRATE ELEV: 48.8 OVERFLOW I E = 42.0 FINISHED GRADE FLOW CONTROL STRUCTURE WITH DETENTION TANK - SECTION SCALE: NTS RETAINING WALL SCHEDULE WALL GEOMETRY WALL REINFORCING WALL TYPE MAX "H" "B" "t" "D" "S" BARS 'IF" BARS 1 T-0 2'-8" 8" 10" #4 @ 12" (L #4 @ 10" cL 2 4'-0" 2'-10" 8" 10" #4 @ 12" #4 @ 10" NOTE: FOUNDATION SHALL BEAR ON UNDISTURBED SAND OR COMPACTED STRUCTURAL FILL. RETAINING WALL SCHEDULE WALL GEOMETRY WALL REINFORCING WALL MAX 'IT" "B" "t" "D" "S" BARS 'IF" BARS TYPE "H" 1 4'4" 0'-9" 0'-9" 8" 12" #4 @ 10" #5 @ 15" 2 6-0" V-0" 1'-10" 8" 12" #4 @ 10" #5 @ 15" 3 8'-0" V-6" 2'-10" 1 8" 12" #5 @ 12" EDGE #5 @ 12" NOTES: T. FOUNDATION SHALL BEAR ON UNDISTURBED NATIVE SOIL PER GEOTECHNICAL REPORT. 2. NOTE THAT THE 4' AND 6' TALL RETAINING WALLS HAVE REINFORCEMENT CENTERED IN WALL. ALTERNATE HOOK DIRECTION INTO FOOTING EVERY OTHER BAR. 3. REFER TO PLAN FOR ADDITIONAL REINF REQ'D AT WALLS SUPPORTING PT SLAB. FALL PROTECTION PER ARCH AS NEEDED FINISHED GRADE PER ARCH 0 o FINISHED GRADE OR 19 PAVING PER ARCH 0 (2) #5 BARS o°° ° `0 o 0 0 0 °00 �0 pp #5 @ 15" OC OR #4 ° 06 TOO @ 10" OC HORIZ o°°P_ n `b - ° °� O = o°° 0000 MIRADRAIN 6000 TIGHT ° 1'-0" LINE TO FOUNDATION = MIN BACKFILL W/ FREE 0. DRAIN w DRAINING MATERIAL 0 000 ° 1 1/2" °Ob o z "S" BARS CLR w MIN O ° FTG DRAIN PER COMPACTED ° V_ DETAIL 2/0.1 BACK FILL OOo O 000°-0 20000 FOOTING DRAIN FINISHED GRADE ° 0 0 00° ° ° 0 PER ARCH O Q o o o 0 00o ° ° O°0 O 0 ° O O ) ° ° 00 o 0 ° 00 —�—� 000 —II��N o oO COoO� 0O—��1—�� 00° o O ° ° ° �Q "F" BARS _ o,00 000 00 - Fco.)700 O o 0 � vU O o O IILI IIII — III #4 @ 10" OC BOT t"B" RETAINING WALL SECTION SCALE: 3/4" = V-0" rvl U #5 @ 12" OC I-1 I I-1 "F" BARS #5 @ 12" OC "S" BARS T" tI. "Bn RETAINING WALL SECTION SCALE: 3/4" = V-0" PPf Oda+QED FOR c. N TU TIO CNI I'� T OF` E D� N�1 N D k. DATE. 07/13/2020 RES 1 ClTf Err IGINURING DI 920 C_ITY OF EDMON D D F V F I n P M FPS F R B 0 S 'ICES ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GUILL Ch4�rt, �PAs�j� zn 25385 IS fEg �ti SIONAL 2,,"20 J Q J a z 0° 0 m F a- Z) W � H H U 0 tY tY LLB w w O O W 1714 1714 ♦— r-1 r-, N r_ O O Y Q DESIGN: DLL DRAWN: ATD CHECK: JPU JOB NO: 19387.20 DATE: 02/21 /2020 CLj V Q Z I..L. W O N 0 U p Z Clip 0 Lij o °' Z Q W w V Ld Z U Z 0 F_ O Q � w O p 12� LJ w a Y 00 W (� 0 W SHEET: C302 DEPARTMENT RE -USE EXISTING WATER METER (REPLACE W/ 1" METER IF LESS THAN 1"), MOVE TO LOCATION SHOWN. 16' INGRESS/EGRESS EASEMENT. PER R1� a /d a / a a � a _ 1_ X / a iN I IW / a Ln I i to 1// ' la IO I 44" SPR it (� Ln \ I I \ WATER AND SEWER PLAN NW 1/4 OF NW 1/41 / / / / / / / / / / SECTION 24, TOWNSHIP 27 NORTH, RANGE 03 EAST, W.M. 812 CARY ROAD \ \ I I LOCATE AND REU E SLOPE AND CONDITION al SEWER STUB; I PRIOR TO REPLACING LU REPLACE LINE - SEWER PIPE \ \ — FROM PROPOS D \ 1 FOUNDATI N I �* 00 \V / RE -USE AND S5 RELOCATE GAS SS ss ss _ - X METER 2 SSCO 50 LF 4 PVC @ 2.0% MIN } — SS— — — S— — — SS— — —� / \ ^ I O 6" SSCO 50 LF 6" PVC@ 2.0% MIN CUT PIPE TRANSITION i W/ 12" CAST IRON LAMPHOLE & \ 1/2" HEX BOLTS / N 88`36'57" W 128.18' / 30" CED I FENCE CORI Clean out shall be � VERIFY ELEVATION @ CONNECTION / �I/ w cn installed at property line. LU FOUND REBAR/CAP N 88'36'57" W 406.84' 1.6' S I / / Z, Z. LS# 30442 bj 0POINT PRIOR TO UTILITY CONSTRUCTION r / Uj LU0.04'N & 0.18'W w IE: 38.5 MAX (1.5' COVER REQUIRED) / OF PROP COR 10 0 5 10 20 WATER AND SEWER NOTES: 1. RE -USE EXISTING WATER METER IN CARY ROAD. INSTALL NEW WATER LINE TO NEW BUILDING EXTENSION. 2. RECONNECT OVERHEAD POWER TO BUILDING EXTENSION. 3. EXISTING SEWER LATERAL TO BE REUSED. CONTACT CITY OF EDMONDS PUBLIC WORKS SEWER DIVISION, 425.771.0235, TO SCHEDULE INSPECTION OF EXISTING LATERAL TO DETERMINE IF IT IS ACCEPTABLE FOR RE -USE. EXISTING SIDE SEWER WILL NEED TO BE TV'D BY CONTRACTOR AND VIDEO MUST BE SUBMITTED TO EDMONDS PUBLIC WORKS SEWER DIVISION FOR REVIEW & APPROVAL PRIOR TO REUSE. 4. FINAL RESTORATION IS BY CONTRACTOR, NOT CITY OF EDMONDS. 5. T SEPARATION IS REQUIRED BETWEEN THE DRY UTILITIES (POWER, GAS, PHONE, CABLE, ETC.) AND SEWER, WATER, AND STORM AND 5' FROM ANY CITY MAIN LINES. RESIDENCE 1 1 2' ' CLEANOUT (MAX) (TYP) w z Uj w a 0 CLEANOUT WITH 45" BEND AND rAn NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE WITH CAP AND CLEANOUT COVER) AND CONCRETE LEVELING COLLAR 2"t T FINISHED GRADE 'WATER TIGHT CAP RISER LEVELING COLLAR - 4a' 1 SEE NOTE 4 45' 12' PVC SLEEVE J 8" RISER 12' LOCKING COVER SEE NOTE 3 END OF PIPER GRIPPER PLUG (CHERNE 27061 OR APPROVED EQUAL) 4' OR 6" SIDE SEWER J &" WYE AND r 6" CITY SRJB GENERAL CLEANOUT DETAIL 45' BEND jf 4" OR 6" J 12' LOCKING COVER SIDE SEWER CLEANOUT DETAIL zF a SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT w LEVELING COLLAR NOTES: 0 w SEE NOTE 4 d a U ASPHALT SURFACE 1. SEWER PIPE SHALL BE S❑R-35 AND JOINTS SHALL BE GASKETED. 12"f 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX( 3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS ONG 12" PVC PRODUCT #00366102 STAR PIPE COSP48L OR APPROVED EQUAL. 6" RISE6jrEND PE GRIPPER 4. LEVELING COLLAR SHALL 6E CONSTRUCTER AS FOLLOWS: RNE 270261 VED EQUAL) ■ IN ROADWAYS PER COE STD DWG GU-424 TYPICAL CLEANOUT • IN SIDEWALK/LANDSCAPED AREAS, EITHER 240x24"x6" DEEP CONCRETE COLLAR OR 24' DIAMETER x 6' DEEP UNDER ASPHALT 4R CONCRETE CONCRETE COLLAR REVISION DATE CITY OF EDMONDS JANUARY 2018 SEWER CLEANOUT DETAILS PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH SS-200 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS IF RE -USING EXISTING SIDE SEWER: PROPERTY OWNER MUST HAVE CONDITION VERIFIED. PROVIDE REPORT TO CITY'S PUBLIC WORKS DEPT. WATER & SEWER INSPECTION REQ'D CALL 425-771-0220 EXT. 1326 PPf O'VED FOR (ASTU TIO �;,I T '. OF" EDMONDS 07/13/2020 RES01 CITY ENGINEERING 113I' 9 202 CITY OF EDIVION D D F V F I n P M FPS F R S DEPARTMENT E! 0 S ICES ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GUI.LL Zh4�r�, OF WASJ� E� • 25385j IS fEg ti� CS SIONAL J!/ 222 1 2',20 I J I — a z 0IO Ln ) CIOF Z) w D_ N � H H U W LU LU 0 d d Y Q DESIGN: DLL DRAWN: ATD CHECK: JPU JOB NO: 19387.20 DATE: 02/21 /2020 0 W 0 0 Z 00 Ld 0) 0 Q w c V / W Q 0 U FZ O W O 0 Y 00 LIJ SHEET: 0:� N W J 3:� W � (/ 1 W Z c) Q Z Q W Z F- Q Q 3:: m C4.1 w z E - _________ ===� I I I I i i I I I I i i DEMO EX j I I FOUNDATION, TYP I I I I H I I I I I I i I I I II IL JI I L -1 CSC I --j — I i I F--- Ii I I i J I DEMO FINISHES, FIXTURES, WOOD FRAMING & CONCRETE SLAB Cad � l LOWER FLOOR DEMO EXISTING SUMP PUMP I � Ir--IIII �I �I i I I r- Ir-----,�I M L----------J• — — — — — — — — — --— — — — — —— L_----- J F. I I I r_—,II I I■■ III II I I III II II I IIII I I L--IIII I I _ II II � � I DEMO FOUNDATION Cad EX CRAWLSPACE I I _ II II I I II II I I II II I I II II I I II II I I II II I I II II LOWER FLOOR DEMOLITION PLAN SCALE:1/4" = T-O" 0 EXISTING WALLS r — I DEMO WALLS NOTES: 1. VERIFY SALVAGE ITEMS PRIOR TO DEMOLITION 2. DEMO FOUNDATION AND SLAB N / \ -----err — — — —- I / IIII I I I IIII 1 I I � I IIII 11 I I I F- IIII I11 I I I I I IIII ��I I _ I L_� I IIII 11 III ICI ®®I L-- L — J `� I 1L� JAI fl_L= I // I I t J L _L =J_ -J II � II v �r—_71I I ` I U—_ i-J L SALVAGE REF DY i / I OWNER � -----J+ I I I I --- �d — I L —-,r r __ --- I I I� II I11 I I I I I II I II LL--------'o-------— J_J MAIN FLOOR DEMOLITION PLAN SCALE:1/4" = T-O" 0 EXISTING WALLS r — I DEMO WALLS NOTES: 1. VERIFY SALVAGE ITEMS PRIOR TO DEMOLITION 2. DEMO ALL FIXTURES, FINISHES, AND FRAMING AT MAiN FLOOR N I II I II I II I II I r r —————————————— — — — — �� II I II II II I II II II I II II II I II II II I II r-I II I II LJII II I II II I I I II II I I I II II I I I II II I I I I I IINI I11 I I I ICI / I ICI I I F—T-T- I L I I I \ J, I II I� I I I I I 1 II rAl I I I I I I I �- �=yam l l I I Lit EL=3— I II III l+ I I �----- L---JJL.—— — — ------ 1 - - - - - J �ram\ �l I .�, I III I I 1 1 �i IIII � I III I II r— IIIIrnl I I C4.I I IIII -OI..L \ I L J I I L J l IIII II III r'� � I I I I I II I I III II I I I I II I IL— — — — — — — — — — — — — — — — — — - L — — — — — — — — J I L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — J UPPER FLOOR DEMOLITION PLAN SCALE:1/4" = T-O" 0 EXISTING WALLS r — I DEMO WALLS N NOTES: 1. VERIFY SALVAGE ITEMS PRIOR TO DEMOLITION 2. DEMO ALL FIXTURES, FINISHES, AND FRAMING AT UPPER FLOOR 3. DEMO ROOF ABOVE RESUB Jul 09 2020 W U z O W N O Q 00 O U � Q IJJ >- Q U) 0 0 LU qz O Z 2 � 0 Z LU 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 3/2/2020 REVISED: 7/8/2020 CONSTRUCTIO N PRICING SET LOWER, MAIN AND UPPER FLOOR DEMOLITION PLANS CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1,0 27'-0" GROSS FLOOR AREA (MEASURED FROM INSIDE OF EXTERIOR WALLS) NEW LOWER FLOOR AREA: 855.7 SF TOTAL CONDITIONED LOWER FLOOR AREA: 855.7 5F LOWER FLOOR PLAN CRAWLSPACE VENTILATION REQUIREMENTS (b- SOUTH CRAWLSPACE: PER WAC 51-51-0408 SECTION R408, MiNiMUM NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR EACH 300 SQUARE FEET OF UNDER- FLOOR AREA. A GROUND COVER OF 10 MiL BLACK POLYETHYLENE OR APPROVED EQUAL SHALL BE LAiD OVER THE GROUND WiTHiN CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED TWELVE (12) INCHES MiNiMUM AT THE JOINTS AND SHALL EXTEND TO THE FOUNDATION WALL. ONE VENTILATION OPENING SHALL BE WiTHiN 3 FEET OF EACH CORNER OF THE BUILDING, EXCEPT ONE SiPE OF THE BUILDING SHALL BE PERMITTED TO HAVE NO VENTILATION OPENINGS UNLESS NOTED OTHERWISE. TOTAL CRAWL5PACE AREA @ MAiN HOUSE = 753.3 5F NET FREE VENTILATING AREA REQUIRED VENTILATION AREA = 2.5 5F (361.6 50 iN) PROVIDE (QTY 7) CORNER CRAWLSPACE VENTS 9 8"X16" = 6.06 SF (875.6 SQ iN) (MiN 561.6 5Q iN NET FREE VENTILATING AREA) NEW GAS WATER HEATER NOTES: 1. PROVIDE SHUTOFF VALVE 9 CONNECTION TO APPLIANCE. 2. PER iRC M1307.2 ANCHOR OR STRAP WATER HEATER APPLIANCE TO RESIST HORIZONTAL DISPLACEMENT CAUSED BY EARTHQUAKE MOTION. STRAPPING SHALL BE AT POINTS WiTHiN THE UPPER 1/3RD AND LOWER 1/3RD OF THE APPLIANCE'S VERTICAL DIMENSIONS. AT THE LOWER POINT, THE STRAPPING SHALL MAINTAIN A MiNiMUM DISTANCE OF 4" ABOVE CONTROLS. 3. MINIMUM EF OF 0.91 TO MEET REQUIRED ENERGY CREDITS PER WSEC TABLE 406.2 4. INSTALL RECIRCULATION PUMP NEW FURNACE/BOILER NOTES: 1. INSTALL NEW HYDRONiC RADIANT SYSTEM WiTH HiGH EFFICIENCY BOILER, WiTH MiNiMUM AFUE OF 95%, VENT TO OUTSIDE TYPICAL. LOWER FLOOR INSTALL RADIANT AT SLAB ON GRADE, MAiN & UPPER FLOOR INSTALL RADIANT iN GYPCRETE. 2. PROVIDE SHUTOFF VALVE 9 CONNECTION TO APPLIANCE. 3. VENTILATION SiZiNG TO COMPLY WiTH WAC TABLE M1507.3.3(1) CONTINUOUS AiRLOW RATE: 75 CFM. 4. PER iRC M1507.3.7 PROVIDE CONTINUOUSLY OPERATING LOCAL VENTILATION SYSTEM USING LUNOS E2 DUCTLESS HRV SYSTEM. 5. UNDERCUT INTERIOR DOORS MiNiMUM 1/2" FOR AiR FLOW TO ALL HABITABLE SPACES. 6. PROVIDE 5 PAIRS OF LUNGS E2 HRV TO MEET MiNiMUM VENTILATION REQUIREMENTS. 2 @ LOWER FLOOR, 2 @ MAiN FLOOR, 1 @ UPPER FLOOR. I VENTILATION REQUIREMENTS I VENTILATION NOTES: WHOLE HOUSE VENTILATION TO BE INTEGRATED INTO THE FORCED AiR SYSTEM TO MEET iRC M1507.3.5. PROVIDE CONTINUOUS AIRFLOW OF 75 CFM 4 S�— LUNOS E2 HRV "1 LUNOS E2 HRV PAiR PROVIDES 10-22CFM PROVIDE 4 PAIRS OF LUNOS E2 HRV (1 @ LOWER FLOOR, 2 @ MAiN FLOOR, 1 @ UPPER FLOOR) TO MEET MiN 75CFM PER M1507.3.7. VERIFY VENTILATION SYSTEM MEETS MiNiMUM REQUIREMENTS OF iRC SECTION M1507.3. )PENiNG SIZES, UNO. NFORMATiON. ,WiRE AND INTERCONNECT DETECTORS TO POWER �,..,.,.�., " , , , "'ABATE SLEEPING AREA iN THE iMMEDiATE ViCiNiTY OF THE BEDROOMS. THE ALARM AND SHALL BE LISTED AS COMPLYING WiTH UL 2034 AND SHALL BE INSTALLED iN ACCORDANCE WiTH iRC R3153 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS N RESUB Jul 09 2020 CITY OF EDMONDS DEVELOPMENT SERVICES LU U Z o W o 0 0 00 w ry Q L LJ >- 0� 3: L.L Q U) U co 0 z LU q O z 2i 0 Z LLI LU 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 3/2/2020 REVISED: 7/8/2020 CONSTRUCTIO N PRICING SET LOWER FLOOR PLAN SCALE:1/4" = 1'-C 0 EXISTING WALLS ® NEW WALLS DEPARTMENT A1,1 14 in" rY71 nu r)1 all MAIN FLOOR PLAN SCALE:1/4" = T-0" 0 EXISTING WALLS ® NEW WALLS GROSS FLOOR AREA (MEASURED FROM INSIDE OF EXTERIOR WALLS) NEW MAiN FLOOR AREA: 1813.3 SF TOTAL CONDITIONED FLOOR AREA (MAIN FLOOR): 1813.3 SF NEW GARAGE (UNCONDITIONED): 520 SF NEW COVERED DECK (UNCONDITIONED): 289.4 SF TOTAL CONDITIONED AREA (ALL FLOORS): 3623.1 5F NOTES: 1. ALL DIMENSIONS ARE GIVEN TO THE FACE OF STUD UNO. 2. ALL DOOR AND WINDOW DIMENSIONS ON THiS PLAN ARE ROUGH OPENING SIZES, UNO. REFER TO WINDOW AND DOOR SCHEDULE FOR MORE INFORMATION. 3. SEE ATTACHED WSEC FORMS FOR ENERGY CODE COMPLIANCE INFORMATION. 4. INSTALL SMOKE DETECTORS (S.D.) AT LOCH W INTERCONNECT DETECTORS TO POWER SUPPL u 5 BACKUP AS REQUIRED. t1l t§ 5. INSTALL CARDON MONOXIDE ALARMS (C.M.D.) OUTSIDE EACH SEPARATE SLEEPING AREA iN THE IMMEDIATE VICINITY OF IMi D$cQQhQ5��AND SHALL BE LISTED A5 COMPLYING WiTH UL bgA INSTALLED iN ACCORDANCE WiTH iRC R3153 AND THE MANUFACTURER'S INSTALLATION iN5TRUCTiON5 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W U Z o W o Q Q 00 rn � Ir Q W >- ry 3: Q cn U co r) Z Lu q O Z 7�; F-- Z o W 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON A TEE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 3/2/2020 REVISED: 7/8/2020 CONSTRUCTIO N PRICING SET MAIN FLOOR PLAN A1,2 UPPER FLOOR PLAN SCALE:1/4" = T-0" 0 EXISTING WALLS ® NEW WALLS GROSS FLOOR AREA (MEASURED FROM INSIDE OF EXTERIOR WALLS) NEW UPPER FLOOR AREA: 954.1 SF TOTAL CONDITIONED FLOOR AREA (UPPER FLOOR): 954.1 SF NOTES: 1. ALL DIMENSIONS ARE GIVEN TO THE FACE OF STUD UNO. 2. ALL POOR AND WINDOW DIMENSIONS ON THiS PLAN ARE ROUGH OPENING SIZES, UNO. REFER TO WINDOW AND DOOR SCHEDULE FOR MORE INFORMATION. 3. SEE ATTACHED WSEC FORMS FOR ENERGY CODE COMPLIANCE INFORMATION. 4. INSTALL SMOKE DETECTORS (S.D.) AT LOCATIONS SHOWN. HARDWIRE AND INTERCONNECT DETECTORS TO POWER SUPPLY AND PROVIDE BATTERY BACKUP AS REQUIRED. 5. INSTALL CARBON MONOXIDE ALARMS (C.M.D.) OUTSiD SLEEPING AREA iN THE IMMEDIATE VICINITY OF THE BE AND SHALL BE LISTED AS COMPLYING WiTH UL 2034 A D INSTALLED iN ACCORDANCE WiTH iRC R3153 AND THE MANIA A TUE�S O O N INSTALLATION INSTRUCTIONS J Cb. CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W U Z o W o Q 0 00 rn � r Q W >- ry 3: Q cn U co r) Z Lu q O Z 7�; F-- Z o W 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON A TEE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 3/2/2020 REVISED: 7/8/2020 CONSTRUCTIO N PRICING SET UPPER FLOOR PLAN A1,3 A A3.1 g 1 A3.1 A4.2 q 1 A3.2 A4.4 g 2 A3.2 A4.2 C 2 A3.2 A4.4 A A3.1 STANDING SEAM METAL ROOF, TYP MAIN FLOOR ROOF BELOW; SLOPW 1.5:12 OUTLINE OF MAIN FLOOR BELOW 1 g A4.3 A3.1 OUTLINE OF UPPER FLOOR ALL GUTTERS TO gE INSTALLED WITH GUTTER GUARD PER MFR, TYP A A3.2 g A3.2 C A3.2 1 RESUB Jul 09 2020 W U Z o W o 0 0 00 4') U) ry Q LLJJ >- 0� 3: L.L Q U) U co r) Z LU q O Z 2i 0 Z W 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON A TEE OF WASHINGTON H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 3/2/2020 REVISED: 7/8/2020 CONSTRUCTIO N PRICING SET ROOF PLAN ROOF PLAN SCALE:1/4" = T-O" "SOLAR DESIGN/PERMITTING gY OTHERS CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT AlA DOOR SCHEDULE ID R.O. DIMENSIONS *SEE NOTE 1 DOOR LEAF DIMENSIONS TYPE THICK AREA (SF) NOTES U-VAL WIDTH HEIGHT W HT EXISTING LOWER FLOOR 01 5'-2" 0-10 1/2" 5'-0" 6'-8" SWING i C-1 3/4'' 33.30 TEMPERED 0.20 02 12'-2" 0-10 1/2" 12'-0" 6'-8" S.G.D. i C-1 3/4'' 80.00 (QTY 4) 3'-0" DOORS TEMPERED OXXO 0.20 03 3'-2" 0-10 1/2" 3'-0" 6'-8" INTERIOR SWING 1 0'-1 3/8" 0.00 04 2'-8" 0-10 1/2" 2'-6" 6'-8" INTERIOR SWING 1 0'-1 3/8" 0.00 05 4'-2" 0-10 1/2" 4'-0" 6'-8" INTERIOR SWING 11 0'-1 3/8" 0.00 PR 2'-0" DOORS 06 4'-2" 6'-101/2" 4'-0" 6'-8" INTERIOR SWING 1i 0'-1 3/8" 0.00 PR 2'-0" DOORS 07 3'-2" 6'-101/2" 3'-0" 6'-8" INTERIOR SWING 1 0'-1 301 0.00 OS 3'-2" 6'-101/2" 3'-0" 6'-8" iNTERiOR SWING i 0'-1 3/8" 0.00 MAiN FLOOR 09 5'-2" 6-10 1/2" 5'-0" 6'-8" SWING 1 0'-1 3/4'' 33.30 TEMPERED 0.20 10 7-71/4" 6-10 1/2" 5'-0" 6'-8" SWING 11 C-1 3/4" 33.30 PR 2'-6" DRS TEMP. W/ 2'-6" SiDELiTE (R) 0.20 11 7-71/4" 6-10 1/2" 5'-0" 6'-8" SWING 11 C-1 3/4'' 33.30 PR 2'-6" DRS TEMP. W/ 2'-6" SiDELiTE (L) 0.20 12 2'-6" 6-10 1/2" 21-4" 6'-8" INTERIOR SWING 1 0'-1 3/8" 0.00 13 5'-2" 6-10 1/2" 5'-0" 6'-8" INTERIOR SWING 11 0'-1 3/8" 0.00 PR 2'-6" DOORS 14 3'-2" 6-10 1/2" 3'-0" 6'-8" INTERIOR SWING 1 0'-1 3/8" 0.00 15 2'-8" 6-10 1/2" 2'-6" 6'-8" INTERIOR SWING 1 0'-1 3/8" 0.00 16 3'-2" 6-10 1/2" 3'-0" 6'-8" INTERIOR SWING 1 0'-1 3/8" 0.00 17 3'-2" 6-10 1/2" 3'-0" 6'-8" INTERIOR SWING 1 0'-1 3/8" 0.00 18 5'-2" 6-10 1/2" 5'-0" 6'-8" POCKET 0'-1 3/8" 0.00 VERIFY R.O. FOR DOUBLE POCKET DOOR FRAME 19 3'-8" 6-21/2" 3'-6" 8'-0" SWING iii C-1 3/4'' 28.00 TEMPERED 20 4'-2" 6-10 1/2" 4'-0" 6'-8" 131-PASS 0'-1 3/8" 0.00 PR 2'-0" DOORS 21 3'-2" 6-10 1/2" 3'-0" 6'-8" INTERIOR SWING 1 0'-1 3/8" 0.00 22 3'-2" 6-10 1/2" 3'-0" 6'-8" INTERIOR SWING 1 0'-1 3/8" 0.00 1-3/8" S.0 20 MiN RATED DR W/ SELF CLOSER 23 16'-2" 15'-21/2" 16'-0" 1 8'-0" 1 ROLL -UP C-1 3/4'' 0.00 1 TEMP, TRANS. VERIFY R.0 DIMENSIONS W/ MFR UPPER FLOOR 24 3'-0" 0-10 1/2" 2'-10" 6'-8" INTERIOR SWING 1 0'-1 3/8" 0.00 25 5'-2" 0-10 1/2" 5'-0" 6'-8" B1-PASS 0'-1 3/8" 0.00 PR 2'-6" DOORS 26 3'-0" 6-10 1/2" 2'-10" 6'-8" INTERIOR SWING 1 0'-1 3/8" 0.00 27 1'-8" 0-10 1/2" 1'-6" 6'-8" INTERIOR SWING 1 0'-1 3/8" 0.00 28 8'-2" 6-10 1/2" 8'-0" 6'-8" Bi-PASS 0'-1 3/8" 0.00 PR 4'-0" 29 3'-0" 0-10 1/2" 2'-10" 6'-8" INTERIOR SWING 1 0'-1 3/8" 0.00 30 5'-2" 6'-8 3/4" 5'-0" 6'-8" BARN 0'-1 3/8" 0.00 INSTALL W/ BARN POOR HARDWARE 31 5'-2" 0-10 1/2" 5'-0" 6'-8" Bi-PASS 0'-1 3/8" 0.00 PR 2'-6" DOORS 32 6'-2" 0-10 1/2" 6'-0" 6'-8" S.G.D. ii C-1 3/4" 53.30 TEMPERED XO 0.20 TOTAL EXTERIOR DOOR AREA: 294.50 MANUFACTURER: INTERIOR: SiMPSON OR EQUAL S.C. 1-PANEL DOOR (TO BE SELECTED) EXTERIOR: ANDERSEN E-SERIES OR EQUAL U.N.O. POOR #20: FRANK LUMBER OR EQUAL (TO BE SELECTED) DOOR #24: GARAGE DOOR TO BE SELECTED NOTES: 1. VERIFY ROUGH OPENING SIZES WiTH SELECTED MANUFACTURER REQUIREMENTS 2. SEE ELEVATIONS FOR CONFIGURATION 3. VERIFY ALL SIZES AND ROUGH OPENINGS PRIOR TO CONSTRUCTION 4. CONTACT ARCHITECT IMMEDIATELY WiTH QUESTIONS INTERIOR DOORS: WN DOOR HARDWARE AS SCHEDULED BARN EXTERIOR DOORS: TRANS. TYP A5 SCHEDULED L B1-PASS 1NTER10R SWiNG 1 TEMPERED TEMPERED TEMPERED TEMPERED A5 SCHEDULED GIn AS SCHEDULED INTERIOR SWiNG 11 0 TEMP. TEMP. o r-� _ N N Q L AS SCHEDULED G In TT TEMP. TEMP. L AS 5CHEDULED GIA/TNI/-_ T F---j r--> AS SCHEDULED 0 Uj N G POCKET TEMP. TEMP. TEMP. A5 5CHEDULED CIA/TKI(_ TT 0 N < v w L A5A5 5�4 GIA/TKI/-_ iii WINDOW SCHEDULE ID ROUGH OPENING *SEE NOTE 1 ROUGH HEAD FROM SUBFLR. TYPE OPER AREA (SF) NOTES U-VAL WIDTH HEIGHT MAiN FLOOR 01 6'-0" 4'-0" 7-0" A P/P 24.00 0.28 02 9'-0" 4'-0" 7'-0" B C/P/C 36.00 EGRESS 0.28 03 3'-0" 2'-4" 7'-0" C A 7.00 TEMPERED, TRANSLUCENT 0.28 04 2'-6" 2'-4" 7'-0" C A 5.80 TEMPERED, TRANSLUCENT 0.28 05 9'-0" 2'-4" 7'-0" B C/P/C 21.00 0.28 06 9'-0" 5'-0" 7'-0" B C/P/C 45.00 EGRESS 0.28 07 9'-0" 1'-10" 8'-81/2" D P/P/P 16.50 GANG TO WiNDOW #6 0.28 08 8'-0" 5'-0" 7'-0" B C/P/C 40.00 0.28 09 5'-0" 6'-6" 8'-11/2" A P/P 32.50 TEMPERED 0.28 10 5'-0" 6'-6" 8'-11/2'1 A P/P 32.50 TEMPERED 0.28 11 9'-0" 2'-4" 7'-0" B C/P/C 21.00 0.28 UPPER FLOOR 12 9'-0" 2'-4" 7'-0" B C/P/C 21.00 0.28 13 8'-0" 4'-0" 7'-0" D C/P/C 32.00 EGRESS 0.28 14 8'-0" 4'-0" 7'-0" B C/P/C 32.00 EGRESS 0.28 15 9'-0" 2'-4" 7'-0" B C/P/C 21.00 0.28 16 9'-0" 4'-0" 7'-0" B C/P/C 40.50 TEMPERED (VERIFY) 0.28 17 5'-0" 6'-101/2" 7'-0" E P/P 34.40 TEMPERED 0.28 18 5'-0" 6'-101/2" 7'-0" E P/P 34.40 0.28 19 3'-8" 6'-101/2" 7'-0" F P 25.20 0.28 20 4'-6" 4'-0" 7'-0" G C/C 18.00 TEMPERED, TRANSLUCENT 0.28 TOTAL EXTERIOR WiNDOW AREA: 539.80 MANUFACTURER: ANDERSEN (OR EQUAL TO BE SELECTED) SERIES: E-SERIES NOTES: 1. VERIFY ROUGH OPENING SIZES WiTH SELECTED MANUFACTURER REQUIREMENTS 2. SEE ELEVATIONS FOR CONFIGURATION 3. VERIFY ALL SIZES AND ROUGH OPENINGS PRIOR TO CONSTRUCTION 4. VERIFY EXISTING ROUGH OPENINGS WHERE WINDOWS ARE BEING REPLACED iN THE EXISTING OPENINGS PRIOR TO ORDERING THE WINDOWS 5. CONTACT ARCHITECT IMMEDIATELY WiTH QUESTIONS 6. TRANSLUCENT GLASS TO DE SATIN ETCH. PROVIDE GLASS SAMPLE TO OWNER/ARCH FOR APPROVAL PRIOR TO ORDERING AS SCHEDULED A I. A5 SCHEDULED / C�,w Q � AS SCHED. C N AS SCHEDULED I AS SCHEEDULED E L AS A5 SCHEPULEP F KEY A = AWNING C = CASEMENT H.S. = HORIZONTAL SLIDER P = PICTURE S.H. = SINGLE HUNG H = HOPPER \ / AS SCHEDULED G RESUB Jul 09 2020 W U Z o W o 0 0 05 vJ Q I.. j � � 3:L.L Q U) U 0 z W q O Z 2i 1- 0 Z Lij W 9716 REGISTERED ARCHITECT /,Il•� HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 3/2/2020 REVISED: 7/8/2020 CONSTRUCTIO N PRICING SET WINDOW AND DOOR SCHEDULES CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1,5 STANDING SEAM METAL ROOF, TYP - 5/4X10 WD FASCIA, TYP; PAINTED LEDGESTONE 9 EXTERIOR FIREPLACE POSTS & BEAMS PER STRUCTURAL, WRAP PER DETAIL SiDiNG TYPE i Fi13ERCEMENT LAP SiDiNG; PAINTED - 5/4X10 WD DECK FASCIA, TYP; PAINTED METAL HORIZONTAL EXTERIOR RAILING PER DETAIL & STRUCTURAL 1►f4bTl 12 1.5 .E-M]IMIEMI-11 —=1S�INCzGRADE�--1.//-- — — — —— --———— — — — — —— -- NORTH ELEVATION SCALE:1/4" = 1'-0" FiNiSH GRADE @ PATIO: 40.7' EAST ELEVATION STANDING SEAM METAL ROOF, TYP HEIGHT LiMiT = 70.0' 12 1 5/4X10 WD FASCIA, T RIDGEELEV E69.7 26-11 7/8" T( ) TYP; PAINTED UPPER FLOOR PLATE ELEV = 26-71/2" T.O. TOP PLATE LEDGESTONE 9 (ELEV = 67.4') ENTRY METAL CANOPY 9 ENTRY PER DETAIL & UPPER FLOOR ELEV =18'-4 7/8" STRUCTURAL (& MASTER SUITE TOP PLATE) T.O. SUBFLOOR ELEV = 59.2' MAiN FLOOR PLATE ELEV=17-41/4" T.O. TOP PLATE (ELEV = 583) SiDiNG TYPE i FiDERCEMENT LAP SiDiNG; PAINTED METAL HORIZONTAL EXTERIOR RAILING PER DETAIL & STRUCTURAL MAiN FLOOR ELEV = 9'-1 5/8" T.O. SUBFLOOR ELEV = 49.9' EX LOWER FLOOR PLATE ELEV = 8'-1" PLATE NEW SLOPED DRIVEWAY T.O. TOP EXISTING GRADE AVERAGE GRADE = 45' -L NEW LOWER FLOOR ELEV = 0'-0" T.O. SLAB (ELEV = 40.7' +/-) HEIGHT LiMiT = 70.0' RiDGE ELEV = 26-11 7/8" (ELEV = 69.7) ,LUPPER FLOOR PLATE ELEV = 26'-7 /2" T.O. TOP PLATE (ELEV = 67.4') UPPER FLOOR ELEV =18'-4 7/6" (& MASTER SUITE TOP PLATE) T.O. SUDFLOOR ELEV = 59.2' MAiN FLOOR PLATE ELEV=17-41/4" T.O. TOP PLATE (ELEV = 583) MAiN FLOOR ELEV = 9'-1 5/8" T.O. SUBFLOOR ELEV = 49.9' EX LOWER FLOOR PLATE ELEV = 8'-1" T.O. TOP PLATE (ELEV = 48.8' +/-) rL NEW LOWER FLOOR ELEV = 0-0" T.O. SLAB (ELEV = 40.7' +/-) RESUB Jul 09 2020 LU U Z o W o 0 0 00 U) Q L LJ > f)� L.L Q U) U co r) z LU q O z 2i 0 Z LU 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHING TON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 3/2/2020 REVISED: 7/8/2020 CONSTRUCTIO N PRICING SET EXTERIOR ELEVATIONS SCALE:1/4" = 1'-0" CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A2,0 EXTERIOR RAILING AND PARAPET WALL PER DETAIL & STRUCTURAL METAL AWNING @ ENTRY PER DETAIL & STRUCTURAL SiDiNG TYPE i Fi13ERCEMENT LAP SiDiNG; PAINTED METAL HORIZONTAL EXTERIOR RAILING PER DETAIL & STRUCTURAL GRADE SOUTH ELEVATION SCALE:1/4" = 1'-0" WEST ELEVATION SCALE:1/4" = 1'-0' — — — — — — — — — — — — — — 1 NEW TEMP — — — — — — — — — — — — — — — — — — — — — — — — — —12— — — �1 NEW \` TEMP. NEW \ W YY Y YN YY YY Y AVERAGE GRADE = 45' .EW11MIEMI-11 / /fEMI , — — — — — — — — — — — — — — — — — — — — LIMIT = 7' 34 RIDGE ELEV = 26-11 7/8" (ELEV = 697) PPER FLOOR PLATE ELEV = 26'-7 /2" — — — — — — — — — — — — — — — — — T.O. TOP PLATE (ELEV = 67.4') STANDING SEAM METAL ROOF, TYP 5/4X10 WD FASCIA, TYP; PAINTED 121.5 UPPER FLOOR ELEV =18'-4 7/8" (& MASTER SUITE TOP PLATE) T.O. SUBFLOOR ELEV = 59.2' 5 MAiN FLOOR PLATE ELEV=17-41/4" T.O. TOP PLATE SiDiNG TYPE i (ELEV = 581) FiBERCEMENT LAP SiDiNG; PAINTED METAL HORIZONTAL EXTERIOR RAILING PER DETAIL & STRUCTURAL MAiN FLOOR ELEV = 9'-1 5/8" 5/4X10 WD DECK T.O. SUBFLOOR — — FASCIA, TYP; PAINTED ELEV = 49.9' EX LOWER FLOOR PLATE ELEV = 8'-1" T.O. TOP PLATE (ELEV = 48.8' +/-) METAL HORIZONTAL EXTERIOR RAILING PER DETAIL & STRUCTURAL - - - - - - - - - - - - POST PER STRUCTURAL, WRAP PER DETAIL FiNiSH GRAPE(41.7'j— — — NEW LOWER FLOOR ELEV = 0'-0" — — — — — T.O. SLAB (ELEV = 40.7' +/-) Lfbill = ' RIDGE ELEV = 26-11 7/8" (ELEV = 697) JNUPPER FLOOR PLATE ELEV = 26-71/2" T.O. TOP PLATE (ELEV = 67.4') UPPER FLOOR ELEV =18'-4 7/8" (& MASTER SUITE TOP PLATE) T.O. SUBFLOOR :4ELEV = 59.2' MAiN FLOOR PLATE ELEV=17-41/4" T.O. TOP PLATE (ELEV = 583) MAiN FLOOR ELEV = 9'-1 5/8" T.O. SUBFLOOR ELEV = 49.9' EX LOWER FLOOR PLATE ELEV = 8'-1" T.O. TOP PLATE (ELEV = 48.8' +/-) W LOWER FLOOR ELEV = '- " T.O. SLAD (ELEV = 40.7' +/-) Jul 09 2020 LU U Z o W o 0 0 00 vJ Q L LJ > f)� L.L Q U) U 0 z LU q O z z 0 LU 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHING TON H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 3/2/2020 REVISED: 7/8/2020 CONSTRUCTIO N PRICING SET EXTERIOR ELEVATIONS CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A2,1 1 A4.0 BUILDING SECTION SCALE:1/4" = P-0" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — in — — — — — — — — — — — — — — — — — — — — — — — — BUILDING SECTION SCALE:1/4" = P-O" RESUB Jul 09 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W U Z o W o Q Q 00 rn C� � Q W r Q U) � U co 0 Z LU q O Z :-> o Z W v 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 3/2/2020 REViSEP: 7/8/2020 CONSTRUCTIO N PRICING SET BUILDING SECTIONS A3,0 DRIVEWAY FINISH ----------------------------- EXiSTiNG GRADE - BUILDING SECTION SCALE:1/4" = 1'-0" V 12 1.5 'IANqFACT TRU 5ES GARAGE w ocz NO EX1ST1=ADE 1 1 A4.2 A4.3 BUILDING SECTION SCALE:1/4" = 1'-0" SH GRADE (417) EXISTING GRAPE RESUB Jul 09 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LU U Z o LU No Q 0 00 U) Q LJJ > Q Cn U co 0 z LU q O z 2i 0 Z LLI LU 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHING TON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 3/2/2020 REVISED: 7/8/2020 CONSTRUCTIO N PRICING SET BUILDING SECTIONS A3,1 1 A4.4 BUILDING SECTION SCALE:1/4" = T-0" 2 A4.2 L0 O LD O Q� BUILDING SECTION V i SCALE:1/4" = T-O" 2 A4.4 1') BUILDING SECTION SCALE:1/4" = T-0" — — _ _ FINISH GRADE 4 ' I STING G1�ADE — Jul 09 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W U Z o W o Q 0 00 6' U) Q W > ry Q cn U co r) Z LU q O Z 7�; F-- Z o W 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 3/2/2020 REVISED: 7/8/2020 CONSTRUCTIO N PRICING SET BUILDING SECTIONS A3,2 TYP UNVENTED UPPER ROOF ASSEMBLY -STANDING SEAM METAL ROOF -SOLPTEX MENTO 1000 BUILDING WRAP -CDX PLYWOOD PER STRUCTURAL -FRAMING PER STRUCTURAL -MiN R-49 RiGiD AND/OR GATT INSULATION -PNTELLO "X" CONTINUOUS VAPOR VARIABLE AiR BARRIER -5/8" GWB INSTALL SOLAR PANELS PER MANUFACTURER TYP UPPER FLOOR ASSEMBLY -FiNISH FLOOR PER PLAN -1 1/2" GYPCRETE W/ HYDRONPC RADIANT HEAT -PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -HAVELOCK WOOL INSULATION -5/8" GWB TYP EAVE ASSEMBLY PER DETAIL- TYP NEW EXTERIOR WALL ASSEM13L TYP METAL SiDE WALL FLASHING, RUN UP WALL MiN 8" CRICKET ROOF PER STRUCTURAL TYP UNVENTED LOWER ROOF ASSEMBLY -STANDING SEAM METAL ROOF -SOLPTEX MENTO 1000 BUILDING WRAP -CDX PLYWOOD PER STRUCTURAL -FRAMING PER STRUCTURAL -R-49 HAVELOCK WOOL INSULATION -iNTELLO "X" CONTINUOUS VAPOR VARIABLE AiR BARRIER -5/8" GWB TYP EAVE ASSEMBLY PER DETAIL TYP EXTERIOR WALL ASSEMBLY -SIDING PER ELEVATIONS -1/2" VENTED AIRSPACE W/ 1/2" P.T. PLYWOOD FURRING STRIPS 916" O.C. -1 1/2" GUTEX MULTPTHERM 40 MOISTURE RESISTANT INSULATION DOARD (R-5 CONTINUOUS) -SOLiTEX MENTO 1000 BUILDING WRAP -CDX PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -R-21 HAVELOCK WOOL INSULATION -iNTELLO "X" CONTINUOUS VAPOR VARIABLE AiR BARRIER -1/2" GWB HEADER PER STRUCTURAL TYP MAiN FLOOR ASSEMBLY PER 1/A4.1 TYP MAIN FLOOR ASSEMBLY @ MASTER SUITE -FiNiSH FLOOR PER PLAN -1 1/2" GYPCRETE W/ HYDRONPC RADIANT HEAT -PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -R-38 HAVELOCK WOOL INSULATION -SOLPTEX MENTO 1000 OR SOLiTEX MENTO PLUS BUILDING WRAP -UNCONDITIONED CRAWL SPACE 10MIL POLYETHELENE VAPOR BARRIER AT CRAWLSPACE TYP, LAP EDGES 12" MiN, RUN UP WALLS 12" MiN. TREMPROOF 250GC, XYPEX OR APPROVED EQUAL WATERPROOFING Cad ALL NEW BELOW GRADE FOUNDATIONS, TYP SURROUND 4" PERFORATED PVC P112E DRAIN BY 6" MIN 1" MINUS WASHED ROCK ENCIRCLED WiTH NON -WOVEN GEOTEXTPLE FILTER FABRIC (MiRAFi 14DN, SUPAC 4NP OR SiM); AT HIGHEST POINT PERFORATED PiPE INVERT SHOULD BE AT LEAST 6" BELOW BTM OF SLAB FLOOR OR LEVEL OF CRAWLSPACE. DISCHARGE PiPE FOR SUBSURFACE DRAINS SHOULD BE SLOPED FOR FLOW TO OUTLET POINT. INSTALL NEW 4" PERFORATED FOOTING DRAIN iN DRAIN ROCK. TiE TO DRAINAGE SYSTEM PER CiViL ENGINEER NEW FOUNDATION AND FOOTING PER STRUCTURAL ENGINEER NEW POST AND FOOTING BEYOND PER STRUCTURAL ENGINEER TYP BELOW GRADE WALLASSEMBLY -MiRADRAiN 6000 TiGHTLiNE TO FOUNDATION DRAIN PER STRUCTURAL -WATERPROOF MEMBRANE: TREMFROOF 250GC, XYPEX, OR APPROVED EQUAL -FOUNDATION PER STRUCTURAL -MiN 1" APR BARRIER -2X P.T. STUD -R-21 LOOSE -FILL HAVELOCK WOOL INSULATION -PNTELLO "X" CONTINUOUS VAPOR VARIABLE AiR BARRIER -1/2" GWB SURROUND 4" PERFORATED PVC PiPE DRAIN BY 6" MIN V MINUS WASHED ROCK ENCIRCLED WiTH NON -WOVEN GEOTEXTPLE FILTER FABRIC (MiRAFi 14DN, SUPAC 4NP OR SiM); AT HIGHEST POINT PERFORATED PiPE INVERT SHOULD DE AT LEAST 6" BELOW BTM OF SLAB FLOOR OR LEVEL OF CRAWLSPACE. DISCHARGE PiPE FOR SUBSURFACE DRAINS SHOULD BE SLOPED FOR FLOW TO OUTLET POINT. INSTALL NEW 4" PERFORATED FOOTING DRAIN iN DRAIN ROCK. TiE TO DRAINAGE SYSTEM PER CiViL ENGINEER NEW FOUNDATION AND FOOTING PER STRUCTURAL ENGINEER TYP LOWER FLOOR S.O.G. ASSEMBLY PER 1/A4.1 WALL SECTION /------------------\ EXISTING I L-� r-L I I I I J Q Ov z 112 I I TYP UNVENTED LOWER OR UPPER ROOF ASSEMBLY PER 1/A4.0 METAL DRIP EDGE INSTALL GUTTER GUARD PER MFR, TYP' K-STYLE METAL GUTTER & DOWNSPOUT 5/4X10 WD FASCIA, PAi 1/2" T&G SOFFIT MiN 1/2" APR SPACE COR-A-VENT SV-3 1/2" P.T. PLYWOOD VERTICAL FURRING STRIPS @ 16" O.C. FOR 1/2" AIRSPACE TYP EXTERIOR WALL ASSEMBLY PER 2/A4.0 - TYP EAVE DETAIL SCALE: V=1'-O" / / / / / / / / / / / / / i i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ------------ ----------------- I P I I I� RESUB Jul 09 2020 LU U Z o W o 0 0 00 w Q L LJ > � L.L Q U) U 0 z LU q O Z 2i 0 z LLI LU i 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 3/2/2020 REVISED: 7/8/2020 CONSTRUCTIO N PRICING SET WALL SECTIONS & DETAILS SCALE: 1/2" = 1'-0" DEVELOPMENT SERVICES DEPARTMENT 12 1 TYP UPPER FLOOR ASSEMBLY PER 1/A4.0 TYP MAIN FLOOR ASSEMBLY -FiNiSH FLOOR PER PLAN -1 1/2" GYPCRETE W/ HYDRONiC RADIANT HEAT -PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -HAVELOCK WOOL INSULATION -5/8" GWB TYP BELOW GRADE WALL ASSEMBLY PER 1/A4 TYP LOWER FLOOR S.O.G. ASSEMBLY -GRIND & POLISH EXPOSED REINFORCED CONCRETE SLAB ON GRADE W/ HYDRONiC RADIANT HEAT PER STRUCTURAL -6MiL POLYETHYLENE VAPOR DIFFUSION RETARDER -R-10 CONTINUOUS RiGiD INSULATION -6" GRAVEL (NO MORE THAN 5% FINES) -UNEXCAVATED SUDGRADE WALL SECTION SCALE: 1/2" = 1'-0" LU Q �0 CG TYF UPPER ROOF ASSEMBLY PER 1/A4.0 TYP EAVE ASSEMBLY PER 1/A4.0 DETAIL TYP EXTERIOR WALL ASSEMBLY PER 1/A4.0 TYF METAL SiDE WALL FLASHING, RUN UP WALL MiN 8" TYP UNVENTED ROOF ASSEMBLY 0 GARAGE -STANDING SEAM METAL ROOF -SOLiTEX MENTO 1000 BUILDING WRAP -CDX PLYWOOD PER STRUCTURAL -FRAMING PER STRUCTURAL -5/8" TYPE "X" GWB -PVA PRIMER R-21 GATT INSULATION @ KIM, TYP 5/8" TYPE "X" GWB 9 GARAGE WALLS & CEILING, TYF INSTALL ADA THRESHOLD AT DOOR #22 TYP S.O.G. ASSEMBLY 0 GARAGE EXPOSED REINFORCED CONCRETE SLAD ON GRADE PER STRUCTURAL 6MiL POLYETHYLENE VAPOR DIFFUSION RETARDER 6" GRAVEL (NO MORE THAN 5% FINES) UNEXCAVATED SUBGRADE RiGiD INSULATION FOR THERMAL BREAK 9 SLAB TREMPROOF 250GC, XYPEX OR APPROVED EQUAL WATERPROOFING @ ALL NEW BELOW GRADE FOUNDATIONS, TYP SURROUND 4" PERFORATED PVC PiPE DRAIN BY 6" MiN 1" MINUS WASHED ROCK ENCIRCLED WiTH NON -WOVEN GEOTEXTiLE FILTER FABRi1 (MiRAFi 14DN, SUPAC 4NF OR SiM); AT HIGHEST POINT PERFORATED P112E INVERT SHOULD BE AT LEAST 6" BELOW BTM OF SLAD FLOOR OR LEVEL OF CRAWLSPACE. DISCHARGE PiPE FOR SUBSURFACE DRAINS SHOULD BE SLOPED FOR FLOW TO OUTLET POINT. INSTALL NEW 4" PERFORATED FOOTING DRAIN iN DRAIN ROCK. TiE TO DRAINAGE SYSTEM PER CiViL ENGINEER NEW FOUNDATION AND FOOTING PER STRUCTURAL ENGINEER 12 11.5 2'-0" TYP GARAGE ROOF ASSEMBLY PER 1/A4.1 TYP EAVE ASSEMBLY PER 1/A4.0 DETAIL TYP EXTERIOR WALL ASSEMBLY @ GARAGE SiDiNG PER ELEVATIONS 1/2" VENTED AIRSPACE W/ 1/2" P.T. PLYWOOD FURRING STRIPS C@ 16'' Of SOLiTEX MENTO 1000 BUILDING WRAP CDX PLYWOOD SHEATHING PER STRUCTURAL FRAMING PER STRUCTURAL 5/8" TYPE 'X" GWB PVA PRIMER TYP S.O.G. ASSEMBLY @ GARAGE PER 1/A4.1 Z EXISTING GRADE 77 TREMFROOF 250GC, XYFEX OR APPROVED EQUAL WATERPROOFING @ ALL NEW BELOW GRADE FOUNDATIONS, TYP WALL SECTION SCALE: 1/2" = 1' 0" INSTALL NEW 4" PERFORATED FOOTING DRAIN iN DRAIN ROCK. / TIE TO DRAINAGE SYSTEM PER CiViL ENGINEER SURROUND 4" PERFORATED PVC PiPE DRAIN BY 6" MiN 1" MINUS WASHED ROCK ENCIRCLED WiTH NON -WOVEN GEOTEXTiLE FILTER FADRiC (MiRAF114DN, SUPAC 4NP OR SiM); AT HIGHEST POINT PERFORATED PiPE INVERT SHOULD BE AT LEAST 6 BELOW BTM OF SLAB FLOOR OR LEVEL OF CRAWLSPACE. DISCHARGE PiPE FOR SUBSURFACE DRAINS SHOULD BE SLOPED FOR FLOW TO OUTLET POINT. FOUNDATION AND FOOTING PER STRUCTURAL RESUB Jul 09 2020 LU U Z o W o Q 0 00 4') U) ry Q L LJ >- 0� 3: L.L Q U) U co r) Z LU q O Z 7�; r) Z LLI LU 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON A TEE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 3/2/2020 REVISED: 7/8/2020 CONSTRUCTIO N PRICING SET WALL SECTIONS & DETAILS CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A4,1 5/4X4 WOOD HANDRAIL TO MATCH HDWD FLOORS, SCREW TO METAL TOP RAiL I 1X2 METAL TOP RAiL 1"x1/4" METAL RAILING, 3"+/- SPACING (4" MAX SPACING) 1 1/2"0 METAL POST TYP UPPER FLOOR ASSEMBLY STEEL PLATE, BOLT TO FLOOR PER STRUCTURAL 1x_ WD TRiM BEAM PER STRUCTURAL TYP UPPER ROOF ASSEN" " nrn "" " " TYP EAVE ASSEMBLY PE TYP EXTERIOR WALL ASE TYP INTERIOR RAILING AE TYP UPPER FLOOR ASSE METAL CANOPY AT ENTR' BEAM PER STRUCTURAL TYP MAiN FLOOR ASSEM TYP EXTERIOR RAILING Fi EXPOSED REINFORCED CC 1/2" RADIUS NOSING, TYP TYP BELOW GRADE WALL TREMPROOF 250GC, XYP Cad ALL NEW BELOW GRAC TYP LOWER FLOOR ASSE SURROUND 4" PERFORAT WASHED ROCK ENCIRCLE[ (MiRAFi 14DN, SUPAC 4NF PiPE INVERT SHOULD DE i LEVEL OF CRAWLSPACE. I SHOULD BE SLOPED FOR INSTALL NEW 4" PERFOR/ TiE TO DRAINAGE SYSTE FOUNDATION AND FOOTiNU r 1X2 METAL TOP RAiL 1"X1/4" METAL RAILING, 3" +/- SPACING STEEL PLATE, BOLT PER STRUCTURAL WD CAP, SLOPE TO DRAIN TYP PARAPET WALL ASSEMBLY METAL FLASHING, RUN UP WALL MiN 8" 5/4X12 WD DECK FASCIA, TYP I I I � I 1X WD TRiM W/ 1/4" REVEAL _----.� TYP PARAPET WALL & GUARDRAIL DETAL SCALE:1"=1'-O" TYP UPPER ROOF ASSEMBLY PER 1/A4.0 TYP EAVE ASSEMBLY PER 1/A4.0 DETAIL HEADER PER STRUCTURAL TYP UPPER FLOOR ASSEMBLY PER 1/A4.0 TYP DECK ASSEMBLY PER 1/A4.3 EXTERIOR RAILING 9 WEST DECK PER DETAIL TYP PARAPET WAI I ACCFMRI V -UIVIIVI> r GI\ GLGVnI IUIV0 -CDX PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -CDX PLYWOOD SHEATHING PER STRUCTURAL -SiDiNG PER ELEVATIONS 5/4X12 WD DECK FASCIA, TYP BEAM PER STRUCTURAL, WRAP PER DETAIL HEADER PER STRUCTURAL TYP MAiN FLOOR ASSEMBLY PER 1/A4.1 TYP LOWER FLOOR ASSEMBLY PER 1/A4.0 TYP BELOW GRADE WALL ASSEMBLY PER 1/A4.0 SURROUND 4" PERFORATED PVC PiPE DRAIN BY 6" MiN 1" MINUS WASHED ROCK ENCIRCLED WiTH NON -WOVEN GEOTEXTiLE FILTER FADRiC (MiRAFi 14DN, SUPAC 4NP OR SiM); AT HIGHEST POINT PERFORATED PiPE INVERT SHOULD BE AT LEAST 6" BELOW BTM OF SLAB FLOOR OR LEVEL OF CRAWLSPACE. DISCHARGE PiPE FOR SUDSURFACE DRAINS SHOULD BE SLOPED FOR FLOW TO OUTLET POINT. INSTALL NEW 4" PERFORATED FOOTING DRAIN iN DRAIN ROCK. TiE TO DRAINAGE SYSTEM PER CiViL ENGINEER FOUNDATION AND FOOTING PER STRUCTURAL 5/4X4 WOOD HANDRAIL, SCREW TO METAL TOP RAiL METAL FLASHING, RUN UP WALL MiN 8" TYP DECK ASSEMBLY BEAM PER STRUCTURAL Jul 09 2020 Uj U Z o W N O 0 _ 0 00 O Q Uj � L.L U N 0. co 0 Z LU q O z 0 z Uj 9716FREGISTERED T Gam• � HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darc h i tects.c om DATE: 3/2/2020 REVISED: 7/8/2020 CONSTRUCTIO N PRICING SET WALL SECTIONS & DETAILS WALL SECTION SCALE: 1/2" = 1' 0'' WALL SECTION 5CALE: 1/2" = 1' 0" CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A4,2 2" CONTINUOUS FLUSH SOFFIT VENT W/ NON -CORROSIVE WiRE SCREEN TYP NEW PORCH ROOF ASSEMBLY (2) 2" DIAMETER HOLES PER BAY W/ NOWCORROSiVE INSECT SCREEN 2" CONTINUOUS FLUSH SOFFIT VENT W/ NON -CORROSIVE WiFE SCREEN METAL EDGE FLASHING K-STYLE METAL GUTTER ------------------ 5/4X10 WD FASCIA; PAINTED, TYP 1/2" T&G SOFFIT SiDiNG PER ELEVATION METAL FLASHING 5/4X8 WD TRiM; PAINTED BEAM PER STRUCTURAL 1X_ WD TRiM 9 BOTTOM; PAINTED 1/2" REVEAL, TYP 5/4X_ WD TRiM; PAINTED TYP VENTED EAVE ASSEMBLY @ PORCH 1.4-0" 6" 6X6 P.T. POST PER STRUCTURAL — — MITERED CORNERS,TYP 1 WRAP W/ 1x_ CEDAR, GLUE & NAIL; PAINTED, TYP TYP POST WRAP DETAIL Kol WALL SECTION rVVIVVn I IUIv nIVV FVU I IIVV r Gt D I NUU I VItnL RESUB Jul 09 2020 W U z o W o Q Q 00 rn U) ry Q W >- ry 3: Q cn U co r) z LU q O z 0 Z W 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H I T E CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 3/2/2020 REVISED: 7/8/2020 CONSTRUCTIO N PRICING SET WALL SECTIONS & DETAILS SCALE:1/2" - 10" CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A4,3 TYP UPPER ROOF ASSEP �' " " TYP EAVE ASSEMBLY Pl TYP EXTERIOR WALL ASS TYP UPPER FLOOR A55E BEAM PER STRUCTURAL TYP INTERIOR RAILING A' METAL CANOPY AT ENTR TYP MAiN FLOOR ASSEN, TYP EXTERIOR RAILING P EXPOSED REINFORCED Cc 1/2" RADIUS NOSING, TYF R-21 GATT INSULATION 9 TYP BELOW GRADE WALI TYP LOWER FLOOR A55E SURROUND 4" PERFORAT WASHED ROCK ENCIRCLE (MIRAFi 14DN, SUPAC 4Nl PiPE INVERT SHOULD BE LEVEL OF CRAWLSPACE. SHOULD BE SLOPED FOR INSTALL NEW 4" PERFOR, TiE TO DRAINAGE 5Y5TE FOUNDATION AND FOO1 11Av r F-r\ Z-,1 1 NUU 1 vr\nL- WALL SECTION SCALE: 1/2" = 10 LEAST 4" AND LESS THAN 6-1/4" PERIMETER DIMENSIONS WD HANDRAIL W/ 0.01" RADIUS EDGE WD HANDRAIL SCREW \ TO 3/16" CONTINUOUS METAL FAiL I MTL BRACKET PER FiNiSH ' SELECTION L15T N I I I BLOCKiNG 1/2" GWB 1rLem:L\\1miNOImal:11rAI\II 31/2" 1-1/2" -�N 1 I I I I I I I I I TY LUWtK KUUI- /\55tMr TYP EAVE ASSEME3LY PER HEADER PER STRUCTURAL TYP MAiN FLOOR ASSEM13L TYP EXTERIOR WALL ASSEP R-21 GATT INSULATION Cad Ri SURROUND 4" PERFORATEC WASHED ROCK ENCIRCLED (MiRAF114DN, SUPAC 4NP C PiPE INVERT SHOULD BE AT LEVEL OF CRAWLSPACE. D11 SHOULD BE SLOPED FOR FL INSTALL NEW 4" PERFORAT TiE TO DRAINAGE SYSTEM NEW FOUNDATION AND F00" 10MiL POLYETHELENE VAPC 11 EDGL-0 LL MiN, RUN UP WALLO LL ivniv. 2X3 WD " BOARD; 11 OUTLINE BEYOND 2X3 WD 1 SCREEN; 21/4" 5F (4" MAX) 2X3 WD " BOARD; 11 WALL SECTION SCALE: 1/2" = 1'-0" MAIN FLOOR SCREEN WALL DETAIL SCALE: 1/2" = 1'-0" RESUB Jul 09 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LU U Z o LU No 0 0 00 w Q L LJ >- ry 3: L.L Q U) U co r) Z LU q O Z � o Z LU 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darc h i tects.c om DATE: 3/2/2020 REVISED: 7/8/2020 CONSTRUCTIO N PRICING SET WALL SECTIONS & DETAILS ME, iNTERiOR EXTERIOR FOLD UP WEATHER RESISTIVE R-10 FOAM 9 HEADER TYP TYP EXTERIOR R-10 FOAM Cad TYP EXTERIOR BARRIER AND TEMPORARILY SECURE WALL ASSEMBLY HEADER TYP WALL ASSEMBLY WEATHER RESISTIVE HEADER PER STRUCTURAL 1/2" GWB SELF-ADHESIVE WATERPROOF MEMBRANE BARRIER OR EXIST SELF-ADHESIVE WATERPROOF WD TRiM INSTALL PER DETAIL 8/A4.5 MEMBRANE INSTALL PER 7/A4.5 PER TYP MTL FLASHING OVER WD TRIM EXTERIOR SHEATHING 1/2" GWB MTL FLASHING OVER WD TRiM DETAIL 15/A4.5 EXTERIOR SHEATHING HEADER PER 2X3 WD TRiM PER TYP TAPE WEATHER RESISTIVE 4 SiLL PLATE FOLD UP WEATHER -RESISTIVE BARRIER & TEMPORARILY CORNER BEADmill STRUCTURAL DETAIL 14/A4.5 BARRIER SECURE J-STOP OR L-BEA 20 WD TRiM PER TYP DETAIL PRE -HUNG DOOR PER SCHEDULE , - MEMBRANE WiTH JOINT 12/A4.5 DOOR JAMB COMPOUND WINDOW PER WINDOW WEATHER - SCHEDULE STRIPPING TYP TYP WINDOW HEAD TYP EXTERIOR DOOR �HEAD TYP EXTERIOR WALL ASSEMBLY 3 3 WEATHER -RESISTIVE BARRIER TAPE SiLL PLATE DO NOT FLASH � Q OVER BOTTOM 2X3 WD TRiM PER TYP TYP EXTERIOR WALL ASSEMBLY NAILING FLANGE \ TAPE DETAIL 12/A4.5 SELF-ADHESIVE WATERPROOF @ CORNER MEMBRANE INSTALL PER DETAIL 8/A4.5 WINDOW FLASHING @ O 2X3 WD TRiM PER TYP DETAIL 14/A4.5 1. CUT THE SELF -ADHERING MEMBRANE WiTH THE 15. REPEAT STE12511-14 TO SEAL ALL EDGES OF THE ROUGH OPENING RO: SiLL, JAMBS, AND HEAD MEMBRANE WEATHERSTRiPP1NG TYP 2. CUT THE MEMBRANE AT 45 DEGREE ANGLE TO A 16. INSTALL THE WINDOW ACCORDING TO THE 2 POINT 9 UP AND 9" OUT FROM THE UPPER CORNERS MANUFACTURER'S SPECIFICATIONS. UNLESS SELF-ADHESIVE WATERPROOF OF THE ROUGH OPENING SPECiF1ED, SEALANT 15 NOT REQUIRED BEHIND THE MEMBRANE MEMBRANE INSTALL PER 7/4.5 PRE -HUNG DOOR 3. FOLD UP WEATHER RESISTIVE BARRIER FLAP AT NAiL FLANGE @ J-STOP OR L-BEAD WITH PER SCHEDULE HEAD AND TEMPORARILY SECURE WiTH TAPE JOINT COMPOUND 17. USE MEMBRANE 4" OR WIDER TO COUNTER -FLASH SEAL TOP OF JOISTS CORNER BEAD DOOR JAMB WD TRIM PER TYP DETAIL 15/A4.5 4. CUT MEMBRANE TO FiT THE DEPTH OF THE SiLL THE FLANGE iN WEATHER -LAP FASiON UNDER DECKING 1/2" GWB ADDING 3" OVERHANG TO THE EXTERIOR 18. BOTTOM FLANGE REMAINS UNTAPED JAMB 1/2" GWB 5. FOLD MEMBRANE ALONG THE SPLIT BACKING FLASHING EXTENDS 2" PAST LOWER EDGE OF FLANGE TYP WINDOW JAMB TYP EXTERIOR DOOR JAMB PAPER HEAD FLASHING EXTENDS 1" PAST THE OUTER E 2 6. SLIDE INTO CORNER EDGES OF THE JAMB FLASHING 1" =1'-0" 5 7. PEEL OFF ONE BACKING STRIP AFTER ANOTHER 1" =1'-0" AND PRESS ON FIRMLY 20. DRAPE THE MEMBRANE FLAP OVER THE HEAD EXTERIOR DOOR W/ 8. STARTING AT THE CORNER, SPREAD THE LOOSE FLASHING SiLL PER TYP DETAIL DOOR PAN INTEGRAL THRESHOLD END OF THE MEMBRANE GRADUALLY ONTO THE 21. SEAL THE 45 DEGREE CUTS WiTH TAPE BACKER ROD ,< WALL FACE (2) BEADS OF BUTYL CAULK 9. USE BOTH THUMB5 FOR A UNIFORM APPLICATION FiNiSH FLOOR :i� o ALONG SILL, 1" INSIDE FRONT AND AND PRESS ON FIRMLY N REAR EDGES, EXTEND CAULK 3" 10. REPEAT STEPS 8 AND 9 TO SEAL ALL CORNERS TYP FLOOR TiE-iN WiTH WEATHER RESISTIVE BARRIER INSTRUCTIONS w UP SIDES OF ROUGH OPENING 2x_ WD SILL W/ SLOPE ASSEMBLY 11. CUT MEMBRANE 6" OR WIDER TO LENGTH INSIDE 1. INTEGRATE INSTALLATION OF WEATHER -RESISTIVE BARRIER WiTH SELF- & DRiP SELF ADHESIVE FLEXIBLE FLASHING, ( ADHESIVE MEMBRANE TO FORM WATER SHEDDING LAPS SELF-ADHESIVE WATERPROOF IV EXTEND BELOW SLAB, MINIMIZE TO INSIDE OF THE RO) 2. SCORE AND FOLD WEATHER -RESISTIVE BARRIER ABOVE HEADER TO MEMBRANE, INSTALL PER 7/A4.5 SLR ENE I NATiONS FOR REBAR 12. FOLD MEMBRANE ALONG THE SPLIT BACKING ALLOW FOR MEMBRANE INSTALLATION PAPER 3. INSTALL MEMBRANE HEAD FLASHING UNDER WEATHER -RESISTIVE NOTES: 13. RELEASE FIRST BACKING PAPER AND SEAL TO TYP EXTERIOR ° ° � ° CAULK Rp BARRIER 1. CONSULT WiTH 475 BUiLDiNG PRODUCTS PRIOR TO WALL ASSEMB° LY 14PEEL OFF SECOND BACKING PAPER AND SEAL 4. FOLD WEATHER -RESISTIVE BARRIER BACK OVER HEAD FLASHING AND INSTALLATION. . SUB SiLL OR SHIM ° 2X CEDAR TRiM SEAL WiTH TAPE 2. INSTALL MEMBRANE iN ORDER AS SHOWN BY NUMBERS iNTERiOR EXTERIOR TO BE PRESSURE ° CONCRETE SLAB ONTO THE WALL FACE/FACADE AND PRESS ON TREATED FIRMLY 475 TYP WINDOW SILL TYP D O O R T H R E S H O L D % TYP WINDOW FLASHING D T L 'CONSULT G PRODUCTS FORTDETAiLiNG TYP DOOR FLASHING D T L @EXTERIOR B DiNG PRODUCTS FORTDETAiLiNG 3 V =1'-0" TYPICAL WINDOW NOTE: „ - N.T.S. R 1. INSTALL BACKER ROD AND/OR FOAM INSULATION C� 1 -1-0 v N.T.S. ANY GAP BETWEEN WINDOW AND ROUGH FRAME, TYP R-10 FOAM 9 HEADER TYP EXTERIOR WALL 2x3 WD TRiM (VERIFY iN FIELD TO TYP A55EMBLY 2x3 WD TRIM (VERIFY IN FIELD TO STAND PROUD OF WINDOW) STAND PROUD OF WINDOW) MITER CORNER, TYP 1/2" GWB, TYP HEADER PER SELF-ADHESIVE GWB WRAP 0 TOP AND STRUCTURAL WATERPROOF MITER CORNER, TYP SIDE OF WINDOW, TYP MEMBRANE INSTALL MITER CORNER, TYP WD TRiM PER TYP TiLE OVER PER 7/A4.5 1x2 WD TRiM DETAIL 15/A4.3 DOOR PER SCHEDULE WATERPROOFED MTL FLASHING OVER BACKER BRD. WD TRiM WINDOW PER WINDOW WINDOW PER WINDOW SCHEDULE WRAP TiLE Ca) WD TRiM PER TYP SCHEDULE LE LINE OF JAMB, TYP R LiNE OF DOOR DOOR FRAME DOOR JAMB WINDOW HEAD DETAIL 12/A4.5 2x_ WOOD SiLL, WiTH 5/4x_ WOOD SiLL, JAMB, TYP DE TRIM 1 PER TYP WINDOW PER WINDOW SEALANT SLOPE AND DRiP, SET PAINTED DOOR PER DOOR DOOR PER DOOR DETAIL 15/A4.3 PROUD OF FACE OF SiDE SCHEDULE DOOR PER SCHEDULE 1/2" GWB SCHEDULE TRiM TYP SCHEDULE ---------- -- TYP WNDW HEAD SHOWER TYP EXT. WN�DW�TRI M TYP I N�T. WNDW TRIM TYP E�XT�.DOOR TRI M TYP I NT. DOOR TRIM TYP I NT DOOR HEAD TYP I NT DO�OR�lAM B 16 1" =1'-0" TYP EXTERIOR WALL ASSEMBLY CL TYP A55EM13LY: TEMPERED CLEAR WD TRiM PER TYP DOOR, WHERE OCCURS -TILE TiLE TEMPERED GLASS DETAIL 12/A4.5 -THIN SET SHOWER PANEL PANES SHOWER FLOORING FiNiSH WOOD -CEMENT BACK BOARD LOW PROFILE ALUMINUM OR BED OF SEALAN SHWR LOW PROFILE ALUMINUM -WATERPROOF MEMBRANE BUILT-UP CURB LOW S.S.U-CHANNEL OR S.S. U-CHANNEL SCHLUTER SCHiENE -FRAMED WALL FLOOR TiLE OVER TiLE SELF-ADHESIVE TYP WALL A55EMBLY TRANSITION STRIP, SUBSTRATE AND BED OF SEALANT GWB WATERPROOF MEMBRANE ALUMINUM RECESSED SHELF SUBFLOOR - SHOWER INSTALL PER 7/A4.5 1/2"x4 WOOD BASE, SLOPE SiLL TO DRAT �� TILE OVER MUD SET PAINTED TiLE FLOORING WATERPROOFING SEALANT SUBFLOOR SiLL MATERIAL PER TYP FLOOR FINISH SCHEDULE 4 ASSEMBLY � PAN, SLOPE TO DRAIN, OVER CEMENT TILE FiNiSH FLOORING TYP BACKER BOARD WRAP TiLE Cad WINDOW JAMB it BLOCKING FRAMED WALL TiLE OVER WATERPROOFED FRAMED WALL *FULLY WATERPROOF SHOWER FLOOR AND CURB TYP *FULLY WATERPROOF SHOWER WALLS TYP BACKER BOARD 1 TYP @ WNDW JAMB SHOWER Q TYP WD BASE DTL TYP WD TO TILE TRANSITION TYP RECESSED SHELF DTL TYP U-CHANNEL DTL CURB TYP U-CHANNEL WALL 18 3/4 =1-O 19 1 1 /2 -1 0 2 0 1 =1-0 21 1 =1-0 2 2 1 =1-0 PLAN ViEW 0 1" =1'-0" FRAMED WALL TiLE OVER WATERPROOFED BACKER TiLE, THiNSET OVER FULLY BOARD WATERPROOFED BACKER WRAP TiLE 0 SiLL, SLOPE TO DRAIN BOARD SLOPE SEALANT SLOPE 2x_ WD SiLL W/ SLOPE & DRiP P.T. BENCH FRAME SELF-ADHESIVE WATERPROOF MUD SET MEMBRANE INSTALL PER 7/A4.4 SHOWER PAN RESUB TYP EXTERIOR WALL ASSEMBLY NOTE: CONTRACTOR TO FULLY WATERPROOF ALL AREAS OF SHOWER INCLUDING BUT NOT LiMiTED TO NICHE, WALLS, Jul 09 2020 SHOWER PAN, AND CURB TYP WNDW�SLL @ �SHOWER ^ TYP BENCH DTL -SECTION CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT INSTALLED WINDOW LU z LU U z o W o 0 0 GO w Q L LJ > � L.L UU) (D 0 z LU q O Z 2i 0 z LU 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 3/2/2020 REViSEP: 7/8/2020 CONSTRUCTIO N PRICING SET TYP. DETAILS A4,5 STRUCTURAL NOTES O 61 (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) CODE ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. DESIGN LOADS DEAD LOADS: ROOF 15 PSF FLOOR 15 PSF LIVE LOADS: ROOF (SNOW LOAD) 25 PSF RESIDENTIAL 40 PSF EARTHQUAKE LOADS: EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7-10 SECTION 12.8. SITE CLASS (ASSUMED) D SHORT PERIOD SPECTRAL RESPONSE ACCEL (SS) 1.275 ONE SECOND SPECTRAL RESPONSE ACCEL (Si) 0.5 SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCEL (SDS) 0.85 ONE SECOND DESIGN SPECTRAL RESPONSE ACCEL (SDI) 0.5 RISK CATEGORY II SEISMIC IMPORTANCE FACTOR 00 1.0 SEISMIC DESIGN CATEGORY D BASIC SEISMIC FORCE -RESISTING -SYSTEM WOOD FRAMED SHEAR WALLS RESPONSE MODIFICATION FACTOR, (R) 6.5 REDUNDANCY FACTOR (p) 1.3 (IN N-S DIRECTION) SEISMIC RESPONSE COEFFICIENT (CS) 0.131 W = TOTAL SEISMIC DEAD LOAD AS DEFINED PER ASCE 7-10 SECTION 12.7.2. SS BASE SHEAR (V), V = CSW = RID 1 W WIND LOADS: BASIC WIND SPEED (3 SECOND GUST) 110 MPH EXPOSURE D KZT 1.0 SEE PLANS FOR ADDITIONAL DESIGN LOADS. SPECIAL INSPECTION OPERATION CONT PERIODIC REMARKS SOILS FOUNDATION BEARING CAPACITY VERIFICATION X EXCAVATION & FILL & COMPACTION & DRAINAGE X GEOTECH ENGINEER CONCRETE REINFORCING PLACEMENT X ANCHOR BOLTS X HOLDOWN PLACEMENT X ADHESIVE ANCHORS X IF REQ'D EXPANSION ANCHORS X IF REQ'D STRUCTURAL STEEL FABRICATION & ERECTION X SHOP & FIELD WELDING SINGLE PASS FILLET WELDS <_ 5/16" X FILLET WELDS > 5/16" X WOOD FRAME SHEARWALL & DIAPHRAGM NAILING X SPACING <_ 4" OC NOTE: ALL ITEMS MARKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17. SPECIAL INSPECTION SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL SHALL BE FURNISHED WITH COPIES OF ALL RESULTS. ANY INSPECTION FAILING TO MEET THE PROJECT SPECIFICATIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE DESIGN TEAM. FOUNDATIONS: SPREAD FOOTINGS SOILS REPORT: REPORT NO: KRAZAN & ASSOCIATES PREPARED BY: REPORT #092-06119 DATED: JULY 14, 2006 le\��i>►�i1/e\ l��Yi71��:\��Y�J:\�►ZIIIII]LY� LATERAL EARTH PRESSURE: UNRESTRAINED: 35 PCF + ANY APPLICABLE SURCHARGE PASSIVE: 270 PCF SEISMIC PRESSURE: 8H FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR 12" OF COMPACTED STRUCTURAL FILL AS REQUIRED AND AT LEAST 18" BELOW ADJACENT EXTERIOR GRADE. ANY FOOTING ELEVATIONS SHOWN IN THE DRAWINGS REPRESENT MINIMUM DEPTHS AND ARE FOR BIDDING ONLY. ACTUAL FOOTING ELEVATIONS ARE SUBJECT TO SITE CONDITIONS AND MUST THEREFORE BE ESTABLISHED BY THE CONTRACTOR. FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE, UNLESS NOTED OTHERWISE. IMPORTED STRUCTURAL FILL AND BACKFILL MATERIAL SHOULD CONSIST OF CLEAN, WELL GRADED GRANULAR MATERIAL FREE OF DEBRIS OR ORGANICS WITH A MAXIMUM PARTICLE DIAMETER OF THREE INCHES AND NO MORE THAN 10% FINES (PASSING THE #200 SIEVE). FILL AND BACKFILL MATERIAL SHOULD BE PLACED IN LEVEL LIFTS NOT EXCEEDING TWELVE (12") INCHES IN LOOSE THICKNESS AND COMPACTED TO A MINIMUM OF 95% OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY ASTM TEST METHOD D1557-00. BACKFILL BEHIND ALL RETAINING WALLS WITH WELL -DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. PROVIDE DAMPPROOFING AT EXTERIOR FACE OF ALL FOUNDATION WALLS EXPOSED TO EARTH PER ARCHITECTURAL SPECIFICATIONS. EXCAVATIONS AND DRAINAGE INSTALLATION SHALL BE OBSERVED BY A SOILS ENGINEER RETAINED BY THE OWNER. IF EXCAVATION SHOWS SOIL CONDITIONS TO BE OTHER THAN THOSE ASSUMED ABOVE NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. SHOP DRAWINGS SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION: 1. PRE MANUFACTURED WOOD TRUSSES SHOP DRAWINGS SHALL BE REVIEWED, REVISED AS REQUIRED FOR FIELD CONDITIONS, AND DATE STAMPED BY THE CONTRACTOR PRIOR TO REVIEW BY THE ENGINEER. CONTRACTOR SHALL PROVIDE (3) SETS OF SHOP DRAWINGS FOR ENGINEER'S REVIEW. ALLOW TWO WEEKS FOR SHOP DRAWING APPROVAL BY ENGINEER. ENGINEER'S SHOP DRAWING REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND CONTRACT DOCUMENTS. MARKINGS OR COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM COMPLIANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. THE CONTRACTOR REMAINS RESPONSIBLE FOR DETAILS AND ACCURACY, FOR CONFORMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR SELECTING FABRICATION PROCESSES, FOR TECHNIQUES OF ASSEMBLY, AND FOR PERFORMING THE WORK IN A SAFE MANNER. ENGINEER'S SHOP DRAWING REVIEW OF STRUCTURAL COMPONENTS DESIGNED BY OTHERS IS FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL CONNECTIONS TO THE BASIC STRUCTURE. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF THE LOADS IMPOSED ON THE BASIC STRUCTURE AND SHALL BE STAMPED & SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT. FABRICATION SHALL BEGIN ONLY AFTER SHOP DRAWINGS BEARING THE STAMP AND SIGNATURE OF THE PROJECT ARCHITECT, ENGINEER OF RECORD, AND CONTRACTOR HAVE BEEN RECEIVED. DEFERRED APPROVAL ITEMS SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW THEM AND INDICATE THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. 1. PREMANUFACTURED WOOD TRUSSES CONCRETE ALL CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH SECTION CHAPTER 5 OF ACI 318 AND THE AMERICAN CONCRETE INSTITUTE'S SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301). ALL CONCRETE SHALL BE STONE -AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF APPROXIMATELY 150 POUNDS PER CUBIC FOOT. CONCRETE STRENGTHS AT 28 DAYS (fc) AND MIX CRITERIA SHALL BE AS FOLLOWS: MAXIMUM MIN CEMENT TYPE OF CONSTRUCTION fc WATER/CEMENT CONTENT PER CUBIC MAXIMUM SHRINKAGE STRAIN RATIO YARD SLABS ON GRADE 3000 PSI 0.50 5 1/2 SACK N/A FOOTINGS 3000 PSI 0.55 5 1/2 SACK N/A WALLS 4000 PSI 0.50 5 1/2 SACK N/A THE MINIMUM AMOUNT OF CEMENT LISTED ABOVE MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER, AND ADMIXTURES AS WELL AS THE WATER -CEMENT RATIO, SLUMP, CONCRETE YIELD, AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH CHAPTER 5 OF ACI 318. ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BE AIR -ENTRAINED IN ACCORDANCE WITH ACI 318 TABLE 4.2.1 FOR MODERATE EXPOSURE CONDITION. REINFORCING STEEL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A615, AND SHALL BE GRADE 60 (Fy = 60,000 PSI), UNLESS NOTED OTHERWISE. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615 MAY BE WELDED IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS D1.4 ARE SUBMITTED. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. PROVIDE WELDED WIRE FABRIC IN SHEETS NOT ROLLS. LAP WELDED WIRE FABRIC 12" AT SIDES AND ENDS. REINFORCING STEEL SHALL BE DETAILED INCLUDING HOOKS AND BENDS IN ACCORDANCE WITH SP-66 AND ACI 318R, LATEST EDITIONS. UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE PER SCHEDULE. REINFORCING SHALL BE PLACED AND ADEQUATELY SUPPORTED PRIOR TO PLACING CONCRETE. WET -SETTING EMBEDDED ITEMS IS NOT ALLOWED WITHOUT PRIOR ENGINEER APPROVAL. BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. REFER TO CHAPTER 7 OF ACI 318 FOR OTHER REINFORCING STEEL REQUIREMENTS. MINIMUM LAPS AND EMBEDMENT UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE AS TABULATED BELOW: f'c = 3000 PSI DEVELOPMENT LENGTH LAP SPLICE BAR TENSION COMPRESSION TENSION COMPRESSION SIZE TOP BARS OTHER BARS ALL BARS TOP BARS OTHER BARS ALL BARS #3 22 17 9 28 22 12 #4 29 22 11 37 29 15 #5 36 28 14 47 36 19 #6 43 33 17 56 43 23 #7 63 48 20 81 63 27 #8 72 55 22 93 72 30 f'c = 4000 PSI DEVELOPMENT LENGTH LAP SPLICE BAR TENSION COMPRESSION TENSION COMPRESSION SIZE TOP BARS OTHER BARS ALL BARS TOP BARS OTHER BARS ALL BARS #3 19 15 8 24 19 12 #4 25 19 10 33 25 15 #5 31 24 12 41 31 19 #6 37 29 15 49 37 23 #7 54 42 17 71 54 27 #8 62 48 19 1 81 62 30 NOTE: 1. ALL LENGTHS ARE IN INCHES. 2. ALL LAP SPLICES ARE CLASS B. 3. "TOP BARS" ARE HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. CONCRETE COVER ON REINFORCING CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" CONCRETE EXPOSED TO EARTH AND WEATHER: #6 BARS AND LARGER 2" #5 BARS AND SMALLER 1 1/2" CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS, WALLS AND JOISTS 3/4" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1 1/2" CONCRETE GENERAL NOTES VERTICAL BARS SHALL START FROM TOP OF FOOTING. HORIZONTAL BARS SHALL START A DISTANCE OF 1/2 THE NORMAL BAR SPACING FROM TOP OF FOOTING AND TOP OF FRAMED SLABS. IN ADDITION, THERE SHALL BE A HORIZONTAL BAR AT A MAXIMUM OF 3" FROM TOP OF WALL AND BOTTOM OF FRAMED SLABS. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL REINFORCING WITH TENSION LAP SPLICE AT EACH SIDE PER TABLE, OR BEND ONE SIDE OVER TO PROVIDE TENSION LAP. PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF NOT MORE THAN 400 SQUARE FEET EACH. AREAS TO BE AS SQUARE AS PRACTICAL AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND PROPERLY PREPARED IMMEDIATELY PRIOR TO POURING OF CONCRETE. DOWEL STEEL SHALL BE THE SAME SIZE AND SPACING AS MAIN REINFORCING DETAILED BEYOND JOINT. SEE ARCHITECTURAL DRAWINGS AND MECHANICAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF OPENINGS IN CONCRETE WALLS, FLOORS AND ROOF. UNLESS INDICATED OTHERWISE, REINFORCE AROUND OPENINGS GREATER THAN 12" IN EITHER DIRECTION WITH (2) #5 EACH SIDE AND (1) #5 x 4'-0" DIAGONAL AT EACH CORNER. EXTEND BARS 2'-0" BEYOND EDGE OF OPENING. IF 2'-0" IS UNAVAILABLE, EXTEND AS FAR AS POSSIBLE AND HOOK. HOOK ALL REINFORCING INTERRUPTED BY OPENINGS. BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. PROVIDE 3/4" CHAMFER AT ALL CORNERS EXCEPT AS NOTED. STRUCTURAL STEEL STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION. SHAPES SHALL CONFORM TO ASTM A992, Fy = 50 KSI. PLATES, ANGLES, AND RODS SHALL CONFORM TO ASTM A36, Fy = 36 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500 GRADE B, Fy = 46 KSI. STEEL PIPE SHALL CONFORM TO ASTM A53 GRADE B, Fy = 35 KSI. BOLTS CONNECTING STEEL MEMBERS SHALL CONFORM TO ASTM A325-N. BOLTS SHALL BE 3/4"0 MINIMUM, UNO ANCHOR BOLTS SHALL CONFORM TO ASTM A307. CONTRACTOR SHALL PROVIDE CONNECTION ADJUSTMENT TOLERANCES TO SATISFY THE REQUIREMENTS OF AISC MANUAL OF STEEL CONSTRUCTION. UNLESS SPECIFIED AS STAINLESS STEEL, ALL STEEL MEMBERS, SHAPES, BOLTS, AND ACCESSORIES EXPOSED TO WEATHER SHALL BE HOT DIP GALVANIZED. WELDING WELDING SHALL CONFORM TO AWS "STRUCTURAL WELDING CODE", LATEST EDITION. ALL WELDING SHALL BE DONE WITH 70 KSI LOW HYDROGEN ELECTRODES. WHERE NOT CALLED OUT, MINIMUM FILLET WELD SIZE SHALL BE PER TABLE 5.8 IN AWS D1.1, LATEST EDITION. WELDING OF REINFORCING BARS SHALL NOT BE PERMITTED UNLESS SPECIFICALLY CALLED OUT ON DRAWINGS OR APPROVED BY STRUCTURAL ENGINEER. WELDING OF GRADE 60 REINFORCING BARS SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS SHALL BE PERFORMED USING E70XX ELECTRODES. SEE REINFORCING NOTES FOR MATERIAL REQUIREMENTS OF WELDED BARS. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING BARS IS NOT PERMITTED. ALL WELDING SHALL BE DONE BY WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) CERTIFIED WELDERS. LUMBER ALL GRADES SPECIFIED ARE MINIMUM GRADES REQUIRED. ALL LUMBER SHALL BE IN ACCORDANCE WITH WWPA GRADING RULES, KILN -DRIED TO MC 19 AND OF THE FOLLOWING MINIMUM STANDARDS: SIZE CLASSIFICATION SPECIES GRADE Fb (PSI) Fc (PSI) LIGHT FRAMING (STUDS) DOUG-FIR #2 900 1350 2x JOISTS AND PLANKS DOUG-FIR #2 900 - PLATES AND BLOCKING DOUG-FIR #2 900 - 6x AND LARGER BEAMS AND STRINGERS DOUG-FIR #2 875 - 4x AND SMALLER BEAMS AND STRINGERS DOUG-FIR #2 900 - ALL POSTS AND TIMBERS DOUG-FIR #1 1200 1000 REFER TO PLAN NOTES, SCHEDULES, AND DETAILS FOR MORE SPECIFIC LUMBER SIZE AND GRADE REQUIREMENTS. UNLESS NOTED OTHERWISE IN THE PLANS, ALL WOOD AND WOOD -BASED MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE, MASONRY, OR WITHIN 8" OF SOIL SHALL BE PRESERVATIVE -TREATED BY VACUUM -PRESSURE IMPREGNATION IN ACCORDANCE WITH AWPA STANDARD U1. NAILS, BOLTS, AND METAL CONNECTORS FOR WOOD ALL NAILS SHALL CONFORM TO THE STANDARDS SET FORTH BY THE NATIONAL DESIGN STANDARDS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.10.1 NAILING SCHEDULE. ALL NAILS CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM GUIDELINES: NAIL SHANK 0 MIN LENGTH 8d COMMON 0.1310 2 1/2" SHANK 10d COMMON 0.1480 3" SHANK 12d COMMON 0.1480 3 1/4" SHANK 16d COMMON 0.1620 3 1/2" SHANK 10d BOX NAILS MAY BE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL SPACING. FRAMING MEMBERS MAY BE NAILED WITH 16d SINKERS (0.148"o x 3 1/4"), BUT ONLY 16d COMMON NAILS SHALL BE USED WHERE 16d NAILS ARE INDICATED IN THIS DRAWING SET. ENGINEER MAY APPROVE OTHER NAILS IF NAIL LABELS ARE SUBMITTED TO ENGINEER PRIOR TO START OF CONSTRUCTION. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. LEAD HOLES FOR LAG BOLTS SHALL BE BORED FOR THE SHANK AND THREADED PORTIONS PER NDS 11.1.3. CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, CATALOG TO BE THE LATEST EDITION, OR ENGINEER APPROVED EQUAL. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS, SCREWS, OR BOLTS IN EACH MEMBER. INSTALL SOLID BLOCKING AT ALL BEARING POINTS. ALL SHIMS SHALL BE SEASONED, DRIED, AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. GALVANIZATION UNLESS NOTED OTHERWISE, STEEL CONNECTORS IN CONTACT WITH TREATED WOOD SHALL BE GALVANIZED ACCORDING TO THE FOLLOWING TABLE: GALVANIZATION UNTREATED WOOD CCA-C SBX ACQ-C ACQ-D CBA-A CA-B OTHER BORATE ACZA OTHER PT WOOD G90 X X X G 185 X X X X X X HDG X X X X X X STT300 X X X X X X X X G90 = 0.90 OZ. OF ZINC PER SQUARE FOOT OF AREA G185 = 1.85 OZ. OF ZINC PER SQUARE FOOT OF AREA HDG = HOT DIP GALVANIZED SST300 = TYPE 316L STAINLESS STEEL RATED SHEATHING RATED SHEATHING SHALL BE GRADE C-D INT-APA WITH EXTERIOR GLUE OR OSB SHEATHING WITH EXTERIOR GLUE IN CONFORMANCE WITH IBC STANDARD 2303.1.4. WOOD I -JOISTS WOOD I -JOISTS, MANUFACTURED BY THE TRUS JOIST CORPORATION SHALL BE SIZED AND DETAILED TO FIT THE DIMENSIONS AND LOADS INDICATED ON THE PLANS. ALL DESIGN SHALL BE IN ACCORDANCE WITH THE ALLOWABLE VALUES AND SECTION PROPERTIES ASSIGNED BY THE BUILDING CODE. PROVIDE TEMPORARY BRACING UNTIL SHEATHING AND PERMANENT BRACING IS INSTALLED. MANUFACTURER SHALL PROVIDE ALL SPECIALTY ITEMS REQUIRED FOR A COMPLETE INSTALLATION OF JOISTS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ALL TRUSS JOISTS ARE TO BE CONNECTED TO FLUSH BEAMS WITH SIMPSON TYPE ITS, IUS OR HU HANGERS, PROVIDE WEB STIFFENERS AS REQUIRED. TIMBERSTRAND, MICROLLAM, AND PARALLAM MEMBERS FABRICATED IN CONFORMANCE WITH THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICE (ICC-ES) REPORT NO. ESR-1387 OR CCMC REPORT NO. 12627-R, 08675-R, AND 11161-R. EACH MEMBER SHALL BE IDENTIFIED BY A STAMP INDICATING THE PRODUCT TYPE AND GRADE, ICC-ES OR CCMC REPORT NUMBER, MANUFACTURER'S NAME, PLANT NUMBER AND INDEPENDENT INSPECTION AGENCY'S LOGO. FABRICATOR SHALL BE CERTIFIED. MEMBERS SHALL MEET THE FOLLOWING MINIMUM STANDARDS: SIZE CLASSIFICATION SPECIES GRADE Fb (PSI) Fv (PSI Fc (PSI) BEAMS & POSTS (d < 9 1/2") LSL 1.3E 1,700 425 1,835 RIMS & BEAMS (d >_ 9 1/2") LVL 2.0E 2,600 285 2,510 BEAMS (d >_ 9 1/2") PSL 2.0E 1 2,900 1 290 1 - TIMBERSTRAND, MICROLLAM, AND UNTREATED PARALLAM MEMBERS ARE INTENDED FOR DRY -USE APPLICATIONS. UNLESS NOTED OTHERWISE, ENGINEERED WOOD BEAMS EXPOSED TO WEATHER SHALL BE TREATED PER MANUFACTURES RECOMMENDATIONS. PRE -MANUFACTURED WOOD TRUSSES WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT DIMENSIONS AND LOADS INDICATED ON THE PLANS. ALL DESIGN SHALL BE IN ACCORDANCE WITH THE ALLOWABLE VALUES AND SECTION PROPERTIES ASSIGNED BY THE BUILDING CODE. SUBMIT SHOP DRAWINGS FOR ENGINEER REVIEW PRIOR TO FABRICATION. CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT. TRUSS DESIGN AND SHOP DRAWINGS SHALL BE IN CONFORMANCE WITH IBC 2303.4 PROVIDE TEMPORARY BRACING UNTIL SHEATHING AND PERMANENT BRACING IS INSTALLED. MANUFACTURER SHALL PROVIDE ALL SPECIALTY ITEMS REQUIRED FOR A COMPLETE INSTALLATION OF JOISTS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. FOR TOP CHORD DESIGN LIVE LOADS, REFER TO THE DESIGN LOAD SECTION. IN ADDITION TO ROOF LOADING LISTED IN THE DESIGN LOAD SECTION, ROOF TRUSSES SHALL BE DESIGNED FOR A BOTTOM CHORD LIVE LOAD OF 10 PSF. TOP AND BOTTOM CHORD LIVE LOAD DO NOT NEED TO BE DESIGNED FOR SIMULTANEOUSLY. IN ADDITION TO THEIR SELF WEIGHT, ROOF TRUSSES SHALL BE DESIGNED FOR A TOP CHORD DEAD LOAD OF 5 PSF AND A BOTTOM CHORD DEAD LOAD OF 10 PSF ACTING SIMULTANEOUSLY. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOADS AND OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS. DEFLECTIONS SHALL NOT EXCEED L/360 FOR LIVE LOADS, OR L/240 FOR TOTAL LOADS. RESUB Jul 09 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENGINEE RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 ►' Cs GUI L -774 ,3F WAS !,el jONAL� J a H_ z 2 O m D_ N 0' ~ O (n w Lu Q a X Ld X Q X X X XX/ XX/ XX Y Q DESIGN: DMT DRAWN: JCP CHECK: DMT JOB NO: 19387.10 DATE: XX/XX/XX J W 0 c0 W 0 LIJ N U 0 Z 00 W 0 0 Q W Lj Q Z U Z I- 0 Z (c) 12 Lj 0 Q Y 00 W SHEET: Simi V 0 Z w zz J U_ STRUCTURAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) TYPICAL FRAMING NOTES 1. BEARING WALL FRAMING 2x STUDS @ 16" OC FOR ALL SHEAR AND/OR BEARING WALLS UNO. REFER TO FRAMING PLAN NOTES FOR TYPICAL DOOR & WINDOW HEADERS NOT CALLED OUT ON THE PLANS. HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (1) CRIPPLE AND (1) FULL HEIGHT STUD UNO. COLUMNS BELOW FLUSH MULTIPLE JOIST BEAMS SHALL BE EQUAL IN WIDTH TO THE BEAM. ALL COLUMNS NOT CALLED OUT OTHERWISE SHALL BE TWO STUDS. ►#TiVITAIN 7e34a»elf1:111115i10Kite] ►[y0:111111a WALL PLATES BEARING ON CONCRETE SHALL BE PRESSURE -TREATED. FOR ALL EXTERIOR AND INTERIOR WALLS, BOLT PLATES OR SILLS TO CONCRETE WITH 5/8 INCH DIAMETER ANCHOR BOLTS WITH 7 INCH MINIMUM EMBEDMENT. PLACE AT 5'-0" OC MAXIMUM FOR SHEAR WALLS, AND AT 6'-0" OC FOR BEARING WALLS AND OTHER PARTITIONS. USE MINIMUM OF TWO ANCHOR BOLTS PER SILL AND PLACE ONE WITHIN 12 INCHES OF EITHER END TYPICAL UNLESS NOTED OR DETAILED OTHERWISE. REFER TO SHEAR WALL SCHEDULE. AT ALL SILL PLATE ANCHOR BOLTS, CONTRACTOR SHALL INSTALL 1/4" x 3" x 3" FLAT PLATE WASHERS. 3. ROOF AND FLOOR FRAMING PROVIDE 1 1/2" BLOCKING FOR JOISTS AND RAFTERS AT ALL SUPPORTS AND AT 8'-0" OC MAXIMUM UNO. INSTALL DOUBLE JOISTS UNDER PARTITIONS EXTENDING ONE HALF OR MORE OF THE JOIST SPAN. PROVIDE TRUSS BLOCKING PANELS FOR ROOF TRUSSES AT SUPPORTS AND SHEAR WALLS, AND WHERE INDICATED ON PLANS AND DETAILS. 4. DIAPHRAGM NAILING ALL SHEAR WALLS, FLOOR AND ROOF DIAPHRAGM NAILINGS SHALL BE AS CALLED OUT ON SCHEDULES OR ON THE PLANS. EXTERIOR WALLS NOT INDICATED AS SHEAR WALLS SHALL BE SHEATHED AND NAILED TO SUPPORTING FRAMING WITH 8d NAILS AT 6" OC AT ALL PANEL EDGES AND 12" OC AT ALL INTERMEDIATE SUPPORTS. THE USE OF NAIL GUNS WILL BE APPROVED IF NAILING INTO THE DIAPHRAGMS CAN BE INSTALLED FLUSH WITH FACE OF SHEATHING. NAIL PENETRATIONS GREATER THAN 1/16" ARE NOT ACCEPTABLE. 5. ALLOWABLE STUD AND PLATE PENETRATIONS CUTTING AND/OR NOTCHING OF WOOD STUDS OR PLATES SHALL NOT EXCEED 25% OF THE STUD/PLATE WIDTH IN EXTERIOR AND BEARING WALLS AND SHALL NOT EXCEED 40% OF THE STUD/PLATE WIDTH IN ANY NON -BEARING PARTITIONS. BORED HOLE DIAMETER IS LIMITED TO 40% OF STUD/PLATE WIDTH IN ANY STUD AND MAY BE 60% IN NONBEARING PARTITIONS OR IF STUD IS DOUBLED. MAINTAIN 5/8" MINIMUM EDGE DISTANCE FROM HOLE EDGE. ALL GYPSUM WALLBOARD SHALL BE NAILED TO ALL STUDS AND TOP AND BOTTOM PLATES WITH 6d COOLER NAILS OR NO. 13 GAUGE x 1 5/8" @ 7" OC (5d COOLER NAILS FOR 1/2 INCH GYPSUM SHEATHING). TYPICAL UNLESS NOTED OTHERWISE. INSTALLATION OF GWB SHALL BE SUCH THAT JOINTS ARE STAGGERED ON EACH SIDE OF A SINGLE WALL. GENERAL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. CONTRACTOR TO SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. RESUB Jul 09 2020 C 4m ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 z 0 F- (Z 0' 0 (n W Q DESIGN: DMT DRAWN: JCP CHECK: DMT JOB NO: 19387.10 DATE: XX/XX/XX J W 0 O m w w O W N U O Z 00 W O 0 Q W N W Q 0 Z U zO F_ Z CO M W O 0 Y 00 W SHEET: J Q D F_ U D Of I- 0 S102 W I a CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION PLAN NOTES: 1. REFER TO CIVIL OR ARCHITECTURAL DRAWINGS FOR T.O. SLAB ELEVATIONS. EXTERIOR FOOTINGS SHALL BEAR A MIN OF V-6" BELOW ADJACENT GRADE. 2. FOOTINGS AND SLAB ON GRADE SHALL BEAR ON FIRM NATIVE SOIL OR COMPACTED STRUCTURAL FILL. 3. WHERE SLAB ON GRADE IS INDICATED, SLAB SHALL BE 4" THICK W/ 6x6-W1.4 x W1.4 WELDED WIRE FABRIC REINF. SLAB SHALL BE POURED OVER A 10 MIL VAPOR BARRIER OVER 4" OF 5/8" CRUSHED ROCK. 4. REFER TO "CONCRETE GENERAL NOTES" ON SHEET S1.1 FOR CONTROL JOINT PLACEMENT AND DETAIL 2/S3.1 FOR CONTROL JOINT CONSTRUCTION. 5. REFER TO SHEET S3.1 FOR FOUNDATION DETAILS. 6. PLACE ALL REINFORCEMENT PER THE STRUCTURAL NOTES & FOUNDATION DETAILS. REFER TO SHEET S1.1 FOR ADDITIONAL CONCRETE DETAILING REQUIREMENTS. = — 4M�0116 ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 7. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, WALL LOCATIONS, AND CONCRETE ROUGH OPENINGS WITH ARCHITECTURAL DRAWINGS AND NOTIFY ALL PARTIES OF ANY DISCREPANCIES. 8. REFER TO DETAIL 3/S3.1 FOR PIPE PENETRATIONS THROUGH CONCRETE WALL OR FOOTINGS. p 9. FOUNDATION LEVEL HOLDOWNS ARE SHOWN ON MAIN FLOOR FRAMING PLAN. REFER TO HOLDOWN SCHEDULE I��( ON SHEET S4.1 FOR HOLDOWN TYPES AND MAIN FLOOR FRAMING PLAN FOR HOLDOWN ANCHOR BOLT uUl LOCATIONS. 10. REFER TO MAIN FLOOR FRAMING PLAN AND SHEAR WALL SCHEDULE ON SHEET S4.1 FOR LOCATION OF SHEAR WALL ANCHOR BOLTS. ANCHORAGE AT NON -SHEAR WALLS SHALL BE PER STRUCTURAL NOTES. AT EXISTING FOUNDATIONS, 5/8"0 x 9 1/2" SIMPSON TITEN HD SCREW ANCHORS MAY BE USED IN LIEU OF CAST -IN ANCHOR B 0 LTS. J a z 75 o m a- N r C w w 0 d 2'-0" x 2'-0" x 0'-10" DEEP I Y CONC FTG W/ (2) #4 EA I < WAY BOTTOM DESIGN: 07:L\IFi1I,01� CHECK: JOB NO DATE: 2'-0" x 2'-0" x 0'-10" DEEP CONC FTG W/ (2) #4 EA WAY BOTTOM J W 0 NALL W/ O WAY, TYP ■ ■:7:7 r ME t] RESUE Jul 09 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I As; W U Z W 0 N W N W Q 0 U HZ O Z CO :2 W O 0 Y 00 W SHEET: 7►�i` JCP DMT 1 9387.1 0 XX/XX/XX Z O F_ Q 0 Z O L.L. S201 LOWER FLOOR FRAMING PLAN PROVIDE PT 2x FULL DEPTH BLKG OVER TOP OF BEAM, TYP TYPICAL FLOOR FRAMING PLAN NOTES: 1. FLOOR SHEATHING SHALL BE 3/4" PI 48/24 WITH 10d COMMON NAILS SPACED AT 6" OC AT ALL DIAPHRAGM BOUNDARIES, PANEL EDGES AND SHEAR WALLS AND 10" OC AT INTERMEDIATE FRAMING. FOR SHEATHING LAYOUT AND NAILING REFER TO DETAIL 2/S4.1 2. COLUMNS AND BEARING WALLS SHOWN ON PLANS SHALL BE CONTINUED DOWN TO THE FOUNDATION UNLESS CARRIED BY A BEAM BELOW. 3. REFER TO SHEET S4.1 THRU S4.3 FOR TYPICAL FLOOR FRAMING DETAILS. 4. TYPICAL HEADERS AT DOOR AND WINDOW LOCATIONS SHALL BE 4x6 HF#2 UNO, SUPPORTED BY A MINIMUM OF (1) CRIPPLE STUD AND (1) FULL HEIGHT STUD. 5. COLUMNS NOT OTHERWISE SHOWN OR CALLED OUT ON PLAN SHALL BE (2) 2x STUDS. 6. UNLESS NOTED OTHERWISE ALL STUDS SHALL BE HF STUD GRADE AND SPACED AT 16" OC. 7. UNLESS NOTED OTHERWISE, ALL BEAM -TO -BEAM CONNECTIONS SHALL BE SIMPSON HU SERIES FACE MOUNT HANGERS W/ MAX NAILING. ALL JOIST CONNECTIONS SHALL BE SIMPSON LUS FACE MOUNT HANGERS W/ MAX NAILING FOR WOOD JOISTS AND SIMPSON ITS TOP FLANGE HANGERS FOR I -JOISTS. 8. REFER TO PLAN & SCHEDULES FOR SIZE & LOCATION OF ANCHOR BOLTS & HOLDOWNS. 9. REFER TO DETAIL 3/S4.1 FOR CONSTRUCTION OF MULTIPLE STUD COLUMNS. RESUB Jul 09 2020 = <> 4m�ohl ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 o' Q DESIGN: DMT DRAWN: JCP CHECK: DMT JOB NO: 19387.10 DATE: XX/XX/XX w U Z W 0 W w w 0 0 L.L. 0 Of W Q Z U Z W F_ 0 3:: Z CO :2 w o o O W Y 00 W J SHEET: S2m2 SCALE: 1/4" = V-0" 2'-0" 0 2'-0" 4'-0" CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1 55.1 14= ENGINEERING 250 4TH AVE. S., SUITE 200 TYPICAL FLOOR FRAMING PLAN NOTES: EDMONDS, WASHINGTON 98020 SW6 SW6 PHONE (425) 778-8500 /3��xSTp 4x8 HF#2 1. REFER TO SHEET S2.2 FOR TYPICAL FLOOR FRAMING PLAN NOTES. FAX (425) 778-5536 OS Ln L Ln TYPICAL ROOF FRAMING PLAN NOTES: \�� L�ti�S 0 1. REFER TO SHEET S2.4 FOR TYPICAL ROOF FRAMING PLAN NOTES. ROOF TRUSSES ROOF TRUSSES pp - GIRDER TRUSS 55.1 GUILL 4 of wash, O`' p D A D IJ co L ti III -AA I ROOF TRUSSES 2x6 HF#2 STRUCTURAL RIM �`rIONAL XX/ XX/ XX S5.1 �G O� QQ GIRDER TRUSS O.S /-j M 3 SW6 5� 3 + Os ROOF TRUSSES 0 ROOF TRUSSES J U- a 00 2x6 STRUCTURAL RIM ~ S S S) li `sue li 2a S� � z (i0 0 m S SW6 H U (n � LnW10x26 Ld w 6x12 DF#2 C 6 M STEEL BEAM SHEAR �JO 31/2�a S5.1 TAB PER DETAIL 7 S5.1 5 +� �i + X z xSZ/2" N / 55.1 �� F 60,c w Q ESL PpsT � 11 7 8 TJI 110 �� cc #� Q X LL-_ 1�2„ °X @ 16 OC Jc�S 9A X = 3112 ` `POSE O�#r14�' x �NIR X Y WP TOP FLANGE g HANGER �+ Q S5.1 � o `SSG r" � z 3 1/2 x 117/8 PSL , ,n OS J 4i W x /� a DESIGN: DMT " w /.�� o ��+ 0 D �+ sG DRAWN: JCP WPTOP FLANGE Os x CHECK: DMT 3 1/2 x 7/ P L HANGER JOB NO: 19387.10 W/ HU EA Ln 4 SIM HUC EA END � SW6 11 7/8 TJI 360 @ 12" OC S5.1 DATE: XX/XX/XX h + hti\ � ROOF TRUSSES ,+ ,} HUC J 5 N/ _ 11 7/8 TA 110 @ 16" OC J 54.2 x OctLn 2x12 HF#2 @ n � 16" OC x RIPPED TO ;t 6 ` O' / MATCH SLOPE O� S5.1 LI��S(J+�0 \��0+ S5.1 CiOs Os+P�pJ� Q M 48 HF#2 6x12 DF#2 ^� + + + + /�+ + + + + + + 2 SW6 + + + + 2 + + + + + + + + + + + + + + �Jz + + + �+ + + + + + + + + + + + + + + + + + + + + + + + �+vo J + + + + + + + + + + + + + + + + + + + + + + + + + + + 0 + + + + + + + + + + + + + + + + + + + + + + + + + ROOF TRUSSES Z ROOF + + + + + + + + + + + + + + + + + + +U. TRUSSES + + + + + + + + + + + + + + + + + + + LJJ C N + + + + + + + + + + + + + + + L + + + + Ln Lf - + + + + + + + O w OVER FRAMING + + + + + + Li PER DETAIL 2/S5.1 + + + + + + "' ROOF V C 00 ROOF TRUSSES La c� TRUSSES Z co N M V 1 M 1 55.1 � S5.1 W � < O LL OO O cl ROOF TRUSSES ROOF TRUSSES �' La Q Z �Gss Z v p Z (n Q M 6x12 DF#2 M Z CO W W 0 CC SW6 SW6 J05 Y 00 W � L J SHEET: 1 RESUB 55.1 MAIN FLOOR FRAMING PLAN Jul 09 2020 1 S2m3 SCALE: 1/4" = V-0" CITY OF EDMONDS 2'-0" 0 2'-0" 4'-0" DEVELOPMENT SERVICES DEPARTMENT ROOF FRAMING PLAN TYPICAL ROOF FRAMING PLAN NOTES: 1. WALLS SHOWN ON ROOF FRAMING PLAN ARE WALLS BELOW ROOF FRAMING. 2. ROOF SHEATHING SHALL BE 1/2" PI 40/20 WITH 8d COMMON NAILS SPACED AT 6" OC AT ALL DIAPHRAGM BOUNDARIES, PANEL EDGES, SHEAR WALLS, COLLECTOR TRUSSES, AND BLOCKING OR TRUSS BLOCKING PANELS INDICATED ON PLANS. NAILING AT INTERMEDIATE FRAMING SHALL BE 8d COMMON NAILS @ 12" OC. REFER TO DETAIL 2/S4.1 FOR SHEATHING LAYOUT AND NAILING. 3. TYPICAL HEADERS AT DOOR AND WINDOW LOCATIONS SHALL BE 4x6 HF#2 UNO SUPPORTED BY A MINIMUM OF (1) CRIPPLE STUD AND (1) FULL HEIGHT STUD. 4. STUD WALL FRAMING SHALL BE 2x HF STUDS @ 16" OC FOR ALL STUD WALLS SHOWN ON THE PLAN, UNO. 5. REFER TO SHEET S5.1 FOR TYPICAL ROOF FRAMING DETAILS. 6. REFER TO DETAIL 3/S4.1 FOR CONSTRUCTION OF MULTIPLE STUD COLUMNS. 7. REFER TO THE STRUCTURAL NOTES SHEET FOR COLUMNS SUPPORTING TYPICAL BEARING WALL HEADER BEAMS. 8. COLUMNS AND BEARING WALLS SHOWN ON PLAN SHALL BE CONTINUED DOWN TO THE FOUNDATION UNLESS CARRIED BY A BEAM BELOW. 9. ROOF TRUSSES SHALL BE PRE-ENGINEERED BY OTHERS AND SPACED AT 24" OC, TYP. 10. ATTACH ALL ROOF TRUSSES TO WALLS BELOW WITH SIMPSON H2.5 HURRICANE TIES. 11. GIRDERS SHALL BE SUPPORTED BY (2) STUDS MINIMUM, UNO. RESUE Jul 09 2020 = - 4M�0116 ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 I �� GU of waste lt� tipCs ZONAL '� J a F- F- z 75 o m a- N r C w w 0 d XX/ XX/ XX DESIGN: DMT DRAWN: JCP CHECK: DMT JOB NO: 19387.10 DATE: XX/XX/XX J W 0 0 m w w O W N U 0 z 00 W O 0 Q W N w Q 0 U Hz 0 z CO M W O 0 Y 00 W SHEET: 1 II tEli�;R�o U_ 0 0 W a Of iu_ zi S20 4 SCALE: 1/4" = V-0" 2'-0" 0 2'-0" 4'-0" CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CORNER BARS x I = MAY BE SUBSTITUTED FOR ALL Inn ur /r nr AS OTHERWISE NOTED OR SHOWN TYPICAL CONCRETE WALL REINFORCING DETAIL SCALE: NTS 4"0 PERFORATED PVC PIPE PER LOCAL CODES WITH 6" OF 1" MINUS GRAVEL ALL AROUND, WRAPPED IN NON -WOVEN GEOTEXTILE FABRIC. SLOPE TO DRAIN 1/8" PER V-0" MIN. TURN DOWN PERFORATIONS AS SHOWN O 0° 00 00o O O000 oo 0o OoO o°OQO OoOo o°O /�/ —III—IIIII 1 LINE OF MAX EXCAVATION. IF SOIL IS OVER EXCAVATED, REPLACE WITH LEAN MIX CONCRETE. FIRM BEARING SOIL OR COMPACTED STRUCTURAL FILL ATYPICAL FOOTING DRAIN FOOTING DRAI N SCALE: 1" = V-0" IN ALL AREAS WITH EXPOSED CONC FLOORS, EDGE SLAB WITH 1/8" MAX RADIUS AND FILL JOINT WITH SEALANT PROVIDE 5/8"o x 2'-0" SMOOTH SLIP DOWEL BARS AT 12" OC, TYP UNO a � � X . N CONC SLAB ON GRADE SLAB REINF AT CENTER OF SLAB OR AT TOP AND BOT. REINF SHALL NOT PASS THRU JOINT X6,x a 4 GREASE THIS I HALF OF BAR J TYPICAL CONSTRUCTION JOINT SAWCUT JOINT - IN ALL AREAS WITH CONC SLAB ON GRADE EXPOSED CONC. FLOORS, FILL JOINT WITH SEALANT. IN LIEU OF SAWCUT JOINTS CONTRACTOR MAY USE ZIP SLAB REINF AT CENTER OF STRIP PLACED WITH SLAB SLAB OR AT TOP AND BOT X X X X X X TYPICAL CONTRACTION JOINT TYPICAL SLAB ON GRADE DETAILS SCALE: 1" = V-0" NOTE: WHERE CONCRETE WALL WITH HT > T-0" EXISTS, ROD MAY EXTEND 24" MIN INTO WALL SHEAR WALL PER PLAN AND SCHED /A W/ NUT & WASHER AS SHOWN COUNTERSINK ADDITIONAL END STUD AS REQ'D HOLDOWN PER PLAN AND SCHED THREADED ROD AS REQ'D FOR HOLDOWN W/ NUT AND WASHER AT BASE. EXTEND ROD INTO FTG, TYP UNO I TOP OF FTG a a I I 11 a a II Lu 1 a a IRa 4 a a III a s a a II a a a a a a a m U R HOLDOWN DETAIL v SCALE: 1" = V-0" m u 1L 1 MAXIMUM SLOPE PER PLAN STUD WALL PER FRAMING PLAN NOTES AB PER SHEAR WALL SCHED OR STRUCTURAL NOTES PT SILL PL SLAB ON GRADE AND SUBGRADE PER PLAN CONTINUOUS FOOTING DETAIL DETAIL V 1 SCALE: 1" = V-0" PIPE 2 TRENCH EXCAVATION PARALLEL TO FTG SLEEVES TO CLEAR PIPE 1" ALL SIDES Z•T BOF o x _ ca i17 c VO PIPES ALLOWED IN THIS REGION. LOWER =TGS AS REQ'D LOWER BOF AS REQ'D _ z_ MIN PIPE TRENCH EXCAVATION PARALLEL 9TYP TO FOOTING IS NOT ALLOWED BELOW THIS LINE. STEP FTG AS REQUIRED FOR THIS CONDITION TYPICAL PIPE PENETRATION AT WALLS AND FOOTINGS v f SCALE: 1/2" = V-0" NOTE: SILL PL AND AB DIA RAISE STEM WALL AS REQ'D AT AND SPACING PER PERIMETER AREAS WHERE SHEAR WALL SCHED NEEDED DUE TO CIVIL GRADES. (2) #4 CONT TOP STUD WALL PER PROVIDE BLOCK OUT FRAMING PLAN NOTES AT DOOR OPENINGS SHEATHING AND NAILING SLAB ON GRADE AND PER PLAN AND SHEAR SUBGRADE PER WALL SCHEDULE FOUNDATION PLAN z ¢ #4 @ 12" OC EA WAY PAVING OR FINISHED � CENTERED IN WALL GRADE PER ARCH CO N DRAWINGS ® 0 C X XX - - o� 0 o� 00 �° o ° a °o °o O °o �° 'o O 0O o O o 0 0�0 °0� O° o °p a• _ —I I-1 _ 1= z O 000 °0NV i9 0 0 O O 00 0 000 Ooo° _ a a z g a oO �O O o� ° 0 °� a LU CC Lu a 00 o 0 - FOOTING DRAIN / 8 PER DETAIL 5 / / ALT HOOK AS SIZE & REINF 11, SHOWN PER PLAN ATYPICAL STEM WALL DETAILSTEM WALL DETAIL SCALE: 1" = V-0" FRAMING PER 5/S4.2 FINISHED GRADE PER ARCH 0 00 ° 00o OOp °� o° O MIRADRAIN 6000 TIGHT LINE TO FOUNDATION DRAIN BACKFILL W/ FREE DRAINING MATERIAL FOOTING DRAIN PER TYP DETAIL "F" BARS MIN 1 1/2" CLR .o �000 0 O 00 00 po 000 e o F° 00 .000° O 0O ° 000 ° 00 o� 00, N 0 (2) #5 BARS #5 @ 12" OC HORIZ EA FACE FOR WALLS OVER 6'-0" (SINGLE LAYER #5 @ 15" OC FOR WALLS SHORTER THAN 6'-0") _ #5 @ 10" OC FOR WALLS OVER 6'-0" _ LD "S" BARS Lu = 0 w z Q FINISHED GRADE OR Lu CC SLAB ON GRADE COMPACTED BACK FILL — X X NIu o 0 0 0 0 'IS" BARS U "B" "t" "T„ #5 @ 18" OC ol TOP & BOTTOM RETAINING WALL SECTION SCALE: 3/4" = V-0" T/2 O 61 ENGINEE RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 � a = H m kRS TO MATCH 4`� of w s� l� DOTING A REINF `� Q JRBED EARTH OR mou DIM -TED FILL PER e JRAL NOTES ONAL� XX/ XX/ XX T = FTG THICKNESS PER PLAN, SCHED, AND DETAILS ATYPICAL STEPPED WALL FOOTINGSTEPPED WALL FOOTING SCALE: 1/2" = V-0" COL PER PLAN 8"x8" CONCRETE PLINTH W/ (4) #3 TIES EQ SPACED SIMPSON ABU POST BASE (4) #4 HOOKED DOWELS 6" #4 CONT NOSING BAR 0. —III—III— I I —III —III— I PAVING OR GRADE SLAB ON GRADE AND SUBGRADE L' PER ARCH DWGS PER FOUNDATION PLAN. SLOPE SLAB PER ARCH PLAN -- X X X X X X e ® -III-111-11 ° -711 —III - 7,0 `b ° 000° `b o b 000 °O —III—I I X mu SIZE AND REINF PER PLAN lo TYPICAL DECK FOOTING DETAIL SCALE: 1" = V-0" RETAINING WALL SCHEDULE WALL GEOMETRY WALL REINFORCING MAX "T" "B" t" "D" "S" BARS "F" BARS H 4'-0" 0'-8" 1'-0" 8" 12" #5 @ 15" #5 @ 15" 6-0" 1'-0" 2'-3" 8" 12" #5 @ 15" #5 @ 15" 8'-0" V-6" T-6" 8" 12" #5 @ 10" EXT FACE #5 @ 10" NOTES: 1. FOUNDATION SHALL BEAR ON UNDISTURBED NATIVE SOIL OR COMPACTED FILL. 2. NOTE THAT THE RETAINING WALLS LESS THAN 6'-0" TALL HAVE REINFORCEMENT CENTERED IN THE WALL. ALTERNATE HOOK DIRECTION INTO FOOTING EVERY OTHER BAR. 3. THE RETAINING WALLS OVER 6'-0" HAVE REINFORCEMENT IN EACH FACE AS SHOWN. III�I (1) #4 CONT 10" 11 SECTION SCALE: 1" = V-0" 18" 00 #4 DOWELS @ V-6" OC (2) #5 BARS #5 @ 12" OC HORIZ EA FACE FOR FOR WALLS OVER 6'-0" (SINGLE LAYER #5 @ 15" OC FOR WALLS SHORTER THAN 6'-0") _ #5 @ 10" OC FOR o WALLS OVER 6-0" z a "S" BARS C�Ii71 17_«��17e�il:�y1�1 FINISHED GRADE OR PAVING PER ARCH STUD WALL PER PLAN CONCRETE SLAB ON GRADE AND SUBGRADE PER GEOTECH REPORT -x X o 0 b-o o° 0 o°bO 910 o °oo MIRADRAIN 6000 o° TIGHT LINE TO FOUNDATION DRAIN 1'-0" MIN °ro o°O1 1 1/2" CLR BACKFILL W/ FREE �y,°°° DRAINING MATERIAL o° eo 061 o°Oro FTG DRAIN PER TYP DETAIL 70(0-) _ III _0°°oI III— O O oo° 00 ; I I 1=11 LN I N U L 1 0 MU I—III- x #5 @ 18" OC "S" BARS TOP & BOTTOM T" t "B" RETAINING WALL SECTION 12 SCALE: 3/4" = V-0" o z 2 L! 1� 1- NOTE: III —I 'IF" BARS REFER TO RETAINING J a H z 2 0 F- (Z to 0 (n w w Q a x Ld x x x Y Q DESIGN: DMT DRAWN: JCP CHECK: DMT JOB NO: 19387.10 DATE: XX/XX/XX J W c0 J Lij w 0 N W U O 0 Z 00 Lij °' o Z Q 0 W � � Q Ld Q z c) zo Z D Z CO :m M O W � Y 00 W SHEET: S3ml CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT O 4mi STAGGER NAILS ON EA SIDE OF PANEL JOINT AS REQUIRED PER SHEAR WALL SCHED -n-------�- I.1 1.1 II II II II - HEADER PER PLAN II II II II I I I I I.1 I•I •11 II II II II II I I•I I CRIPPLE STUDS PER .II II II I I I I I j I I I I I PLAN; DO NOT CUT I I I 1 1.1 I•I I 1• AWAY MATERIAL FROM I• I I I I 1 1 I� I CRIPPLE STUDS j I I I I I 11 II II 11.11 II II 1 •I I� I 1 I � �I FULL -HEIGHT IIII II II 1 1.1 1 I•j I I I•I I. I.I 1 I I HOLDOWN CHORD 1 11 1 I I 1 1 1111 II II 11.11 II II I I I I I I I I I•I I I II.11 II II I •I 1� I I •i I• I I II 1 II i. 1 II 1111 II II 1111 II II 11.11 II II �II� II II I I•I 1 1.1 I•I II II 1.1 1• I I•I 1' I•I II I II I II 1.1 I I I AB W/ SIMPSON BP II II I I I I 1• 1 •1 Ij I II 1 PL WASHER, TYP I•I II I I� I.1 1 II II PT SILL PL PER SHEAR II 11 I I I.1 10 I 1 I I WALL SCHED I•I �� I • I A I.I li------i I I I __ J1 II _ z II II CONCRETE FOOTING OR P/T SLAB NOTES: 1. REFER TO STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 2. FOR SHEAR WALLS WHERE NO HOLDOWNS ARE SPECIFIED THE FIRST AB SHALL BE LOCATED NOT MORE THAN V-0" AND NOT LESS THAN (7) BOLT DIAMETERS FROM END OF WALL. TYPICAL SHEAR WALL DETAIL SCALE: 3/4" = V-0" -'---'----- --'----- --'----- --'----- --'----- --'--L.j ------ I'I 1'1 I'I I•I 1 1•I II II II II 111 II II II i1 II• II II II II II II II III II II II 11 III I'I I'I I'I I•I 11. II II II II I I I II II �I III FRAMING AT ADJOINING I I 11•I I I PANEL EDGES PER SHEAR 1 1 1 1 I'I WALL SCHED 1 I II iI 1 111 II II II 11 11•I II 11 11 II 111 II II II II I'I I•I I•I 1• II II II II II _J L - - - - -j•I-- ;-- ;-- F•-- - -� r------ 11 I I I I 1.1 1.1 II II II II II II II II II II II II I I I•I I•I II II II II II II II II II II II II I I I•I I•I II II II II II II II II II II II II I I I•I I•I II II II • -------LL------� II II I II II II II II 11 11 11 11 1L_ _ _1L______1 AB SIZE AND SPACING A III- I I I I PER PLAN AND SHEAR WALL SCHEDULE, TYP Q=3 RIM BOARD (�=3 OR BLOCKING c -III-III- -III-III- -III-III- SHEAR WALL SCHEDULE APA-RATED MIN FRAMING AT SHEAR WALL RIM JOIST OR SILL PLATE NAILING TO SILL PLATE ANCHOR FOUNDATION SHEAR TYPE SHEATHING ADJOINING PANEL NAILING BLOCK CONN TO RIM/BLKG BOLT TO SLAB OR SILL PLATE SIZE CAPACITY EDGES (SEE NOTE 5) AT PANEL EDGES TOP PLATE FOUNDATION (PLF) BELOW 15/32" 2x STUD 0.131"0 x 2 1/2" LTP4 OR A35 0.131"0 x 3" @ 5/8"0 AB SW6 ONE SIDE AND BLKG @ 6" OC @ 24" OC 6" OC @ 5'-0" OC 2x 242 15/32" 2x STUD 0.131"0 x 2 1/2" LTP4 OR A35 0.131"0 x 3" @ 5/8"0 AB SW4 ONE SIDE AND BLKG @ 4" OC @ 20" OC 4" OC @ 4'-0" OC 2x 350 15/32" (2) 2x STUD AND 0.131"0 x 2 1/2" LTP4 OR A35 0.131"0 x 3" @ 5/8"0 AB SW3 ONE SIDE 2x FLAT BLKG @ 3" OC @ 15" OC 3" OC @ 3'-0" OC 2x 455 15/32" 3x STUD AND 0.131"0 x 2 1/2" LTP4 OR A35 0.131"0 x 3" @ 5/8"0 AB SW2 ONE SIDE 2x FLAT BLKG @ 2" OC @ 12" OC 2.5" OC @ 2'-6" OC 2x 595 15/32" (2) 2x STUD 0.131"0 x 2 1/2" LTP4 OR A35 0.131"0 x 3" @ 5/8"0 AB 2SW4 BOTH SIDES AND BLKG @ 4" OC @ 10" OC 2" OC @ 2'-0" OC 2x 706 15/32" (2) 2x STUD 0.131"0 x 2 1/2" LTP4 OR A35 0.131 x 3" 5/8"0 AB 2SW3 BOTH SIDES AND BLKG @ 3" OC @ 7.5" OC @ 1.5" OC @ V-6" OC 2x 910 15/32" 3x STUD 0.131"0 x 2 1/2" LTP4 OR A35 0.131 x 3" 5/8"0 AB 2SW2 BOTH SIDES AND BLKG @ 2" OC @ 6" OC @ 1.5" OC @ 1'-0" OC 2x 1190 NOTES: 1. REFER TO THE TYPICAL SHEAR WALL DETAIL. 2. THE VALUES IN THIS TABLE ARE APPROPRIATE FOR HF GRADE STUDS AND HF GRADE PLATES & RIM/BLOCKING. 3. NAILS AT ADJOINING PANEL EDGES SHALL BE STAGGERED EACH SIDE OF THE COMMON JOINT. 4. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS, OR FRAMING SHALL BE 3x AT ADJOINING PANEL EDGES AND NAILS SHALL BE STAGGERED. 5. WHERE TABLE SPECIFIES (2) 2x FRAMING, CONNECT (2) 2x STUDS AND BLOCKING AS FOLLOWS: SW3 = (2) 0.131"0 @ 3.5" OC, 2SW4 = 0.131"0 @ 2.5" OC, 2SW3 = (2) 0.131" 0 @ 1.5" OC. 6. NOTE THAT 3x FRAMING MAY BE USED IN LIEU OF (2) 2x FRAMING SPECIFIED IN TABLE. 7. INTERMEDIATE FRAMING TO BE WITH 2x MINIMUM MEMBERS. FIELD NAILING 12" OC MAXIMUM. 8. AT ALL 5/8" 0 SILL PLATE ANCHOR BOLTS, INSTALL 1/4" x 3" x 3" PLATE WASHERS. EDGE OF PLATE WASHER SHALL BE WITHIN 1/2" OF SHEATHED EDGE. FOR DOUBLE SIDED SHEAR WALLS, USE WIDER PLATE WASHERS AS REQUIRED TO MEET THIS REQUIREMENT. 9. PROVIDE A MINIMUM OF 7" EMBEDMENT FOR AB INTO FOUNDATION OR STEM WALL. 10. 7/16" SHEATHING MAY BE USED IN PLACE OF 15/32" SHEATHING PROVIDED ALL STUDS ARE SPACED 16" OC OR PANELS ARE APPLIED WITH LONG DIMENSION ACROSS STUDS. PANEL EDGE NAILING PER SHEAR WALL SCHEDULE, TYP PANEL EDGE NAILING INTO HOLDOWN CHORDS, TYP INTERMEDIATE NAILING @ 12" OC SHEATHING PER PLAN AND SHEAR WALL SCHEDULE HOLDOWN CHORD PER SCHEDULE. REFER TO TYPICAL BUILT-UP COLUMN DETAIL ADDITIONAL END STUD IF REQUIRED TO PROVIDE COUNTERSINK FOR HOLDOWN BOLTS HOLDOWN ANCHORAGE PER PLAN AND SCHEDULE SIMPSON CNW COUPLER 1/2" TO NUT W/ SIZE TO MATCH SHEATHED EDGE HOLDOWN ANCHORAGE PANELEDGE NAILING PER SHEAR WALL SCHED CONTINUE HOLDOWN CHORD TO FOUNDATION EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP 0.131"0 x 3" NAILS @ 9" OC CONCRETE STEM WALL CONCRETE FOOTING (2) ROWS OF 0.131"0 x 3" NAILS @ 9" OC STUD WALL PER FRAMING PLAN NOTES, TYP EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP SHEATHING (OR GWB) AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP A. CORNER INTERSECTION PLATE WASHER PER SHEAR WALL SCHED i- II a 11 11 a. II SECTION A -A SCALE: 1 1/2" = V-0" B. 'T' INTERSECTION TYPICAL WALL INTERSECTION DETAIL SCALE: 1" = V-0" NOTE: STAGGER SHEATHING AS SHOWN. (IBC TABLE 2306.3.1, CASE SHEATHIf PANEL, T CONTINUOUS PANEL EDGES PANEL EDGES 2x OR 3x BLOCKING ONLY IF BLOCKED DIAPHRAGM TYPICAL FLOOR/ ROOF SHEATHING DETAIL SCALE: NTS 2 1/4" END lo DISTANCE, TYP (2) ROWS OF (8) 0.131" 0 x 3" NAILS @ 3" OC EA SIDE OF SPLICE AND (2) @ 9" OC ELSEWHERE W/ 1 1/2" EDGE DISTANCE 3" OC \ SPACING TOPCHORD / SPLICE J AT LOCATIONS WHERE IT IS NOT POSSIBLE BOTTOM TO INSTALL THE SPECIFIED 0.131" 0 CHORD SPLICE NAILS, THE CONTRACTOR SHALL SPLICE INSTALL SIMPSON CS20 STRAPS EA SIDE OF WALL AT SPLICE. INSTALL EA STRAP W/ (12) 10d AT EA END. WHERE BOTH PLATES ARE CUT, INSTALL CS20 STRAPS AT EA PLATE AND EA SIDE OF THE WALL. � 6'-0" MIN BETWEEN SPLICES � SPLICES TO OCCUR AT CENTER OF VERTICAL STUDS TOP CHORD SPLICE BOTTOM CHORD SPLICE TYPICAL TOP PLATE SPLICE DETAIL 4 SCALE:1'-0" 2x6 STUD @ 2x4 CROSS WALL 2x8 STUD @ 2x6 CROSS WALL EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP 0.131"0 x 3" NAILS @ 9" OC STUD WALL PER FRAMING PLAN NOTES, TYP SHEATHING (OR GWB) AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP HOLDOWN SCHEDULE MARK TYPE MIN CHORD SIZE STUD NAILS OR BOLTS ANCHOR BOLT (SEE NOTE 4) CAPACITY (LB) �1. MST37 (2) 2x (11) 16d EA END - 2,345 0 MST60 (2) 2x (24) 16d EA END - 4,830 O3 HDU5 (2) 2x (10) SDS 1/4" x 2 1/2" SCREWS 5/8" 0 3,285 ® HDU8 4x DF#2 (20) SIDS 1/4" x 2 1/2" SCREWS 7/8" 0 6,970 NOTES: 1. REFER TO THE LATEST SIMPSON STRONG -TIE CATALOG FOR ADDITIONAL INSTALLATION REQUIREMENTS. 2. INSTALL HD HOLDOWNS AT FOUNDATION WALLS PER DETAIL 6/S3.1. 3. AT ALL HOLDOWN CHORDS, PROVIDE PANEL EDGE NAILING PER SHEAR WALL SCHED. 4. REFER TO DETAIL 8/S4.2 FOR INSTALLATION OF MST FLOOR TO FLOOR STRAPS. REFER TO DETAILS 5, 6, & 7/S4.3 FOR CONNECTION OF STRAP TO BEAM BELOW. NOTE: SUPPORTS AT SOLID POSTS SIM BEAM PER AND SCHE SIMPSON LTP4 A35 FRAMII` ANCHOR EACH SII OF BEA SOLID OR MULT STUD COLUMN PER F,_ BEAM WIDTH, MIN UNO PARALLEL TO STUD WALL CLIPS (WF ADJACENT NAILS IN A ROW ARE TO BE DRIVEN FROM OPPOSITE SIDES, TYP FOR 2x4 STUDS, PROVIDE SINGLE ROW OF NAILS STAGGERED EA SIDE WITH 1 1/2" EDGE DISTANCE. FOR 2x6 STUDS, PROVIDE (2) ROWS OF NAILS SPACED AT 2 1/2" W/ 1 1/2" EDGE DISTANCE 9" OC MAX SPACING BETWEEN ADJACENT NAILS IN A ROW 0.131"0 x 3" NAILS, TYP (5) STUDS MAX TO BE USED FOR BUILT-UP COLUMNS TYPICAL BUILT-UP STUD COLUMN DETAIL SCALE: 1" = V-0" ini r AT HOLDOWNS: PROVIDE FULL HT RIPPLE STUDS PER PLAN HOLDOWN CHORDS PER HD SCHED. AND COLUMN SCHEDULE OR OTHERWISE: (1) 2x FULL HT STRUCTURAL NOTES TYPICAL HEADER DETAIL SCALE: 1" = V-0" JOIST DIRECTION PER PLAN STUD WALL TYPICAL FLUSH BEAM SUPPORT DETAILS SCALE: 1" = V-0" SOLID STUD COLU..... BEAM PER PLAN AND SCHEDULE SIMPSON A35 EACH `SIDE OF BEAM i v) _ O o�w -, U_ � a 0 PERPENDICULAR TO STUD WALL 11- STUD WALL RESU13 Jul 09 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENGINEE RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 J a H z 0 D_ N 0' ~ O (n L w Q a X L Q X C) X X Y L Q DESIGN: DMT DRAWN: JCP CHECK: DMT JOB NO: 19387.10 DATE: XX/XX/XX W 0 O 12 W � U p Z 00 W (3) 0 Q W V) W Q 0 Z U Z 0 Z W O 0 Y 00 W SHEET: s mi O 4mi TREAD/RISER PER ARCH USE 1 1/8" PLYWOOD TREADS UNO 2x12 NOTCHED STRINGER 2x12 BLOCKING DO NOT OVERCUT NOTCHES AB PER STRUCTURAL NOTES OR FOR TREAD/RISER PROVIDE HILTI X-DNI (0.145"0) @ 12" OC. EMBED MIN 2" INTO CONCRETE W/ STANDARD STEEL WASHER TREATED 2x SILL PLATE I 2x6 SISTERED TO SIDE OF 2x12 W/ (2) ROWS OF 10d NAILS STAGGERED @ 6" OC X X X X X X zX X a X AS SHOWN 0 LLI 1� 00 U �o oO o 00 �o o`b 0o 0 cc �o ° a a a °O� °O0 0- 1� • • • 1 SIZE & REINFORCINGol MAXIMUM SLOPE PER PLAN AND SCHEDULE A. TYPICAL STRINGER TO LOWER LANDING TYPICAL STAIR SECTIONS SCALE: 1" = V-0" SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHED SILL PLATE NAILING PER SHEAR WALL SCHED CONT HF RIM BOARD LTP4 FRAMING ANCHOR W/ SPACING PER SHEAR WALL SCHED (2) #5 CONT i SECTION SCALE: 1" = V-0" SHEATHING AND NAILING PER FOUNDATION PLAN NOTES JOIST PER PLAN SIMPSON A34 EVERY OTHER JOIST j Al PT SILL PL W/ ANCHOR BOLT SIZE AND SPACING PER SHEAR WALL SCHED NOTE: AT SIM SECTION CONCRETE WALL IS EXISTING. PROVIDE 5/8" x 9 1/2" SIMPSON TITEN HD SCREW ANCHORS IN LIEU OF CAST -IN ANCHOR BOLTS AT SPACING PER SHEAR WALL SCHEDULE. SECTION SCALE: 1" = V-0" ENGINES R1111G STUD WALL PER STUD WALL PER STUD WALL PER 250 4TH AVE. S., SUITE 200 FRAMING PLAN NOTES FRAMING PLAN NOTES FRAMING PLAN NOTES EDMONDS, WASHINGTON 98020 SHEATHING AND SHEATHING AND NAILING NOTE: PHONE (425) 778-8500 NAILING PER PLAN AND SILL PLATE NAILING SHEATHING AND NAILING SILL PLATE NAILING PER PLAN AND SHEAR SILL PLATE NAILING PER PLAN FOR NOTES AND DETAILS FAX (425) 778-5536 SHEAR WALL SCHEDULE 011 PER PLAN AND SHEAR PER PLAN AND SHEAR 011 PER PLAN AND SHEAR WALL SCHEDULE OR AND SHEAR WALL SCHEDULE NOT CALLED OUT REFER OR STRUCTURAL NOTES WALL SCHEDULE OR WALL SCHEDULE OR WALL SCHEDULE OR STRUCTURAL NOTES OR STRUCTURAL NOTES TO DETAIL 1 011 STRUCTURAL NOTES STRUCTURAL NOTES 011STRUCTURAL NOTES BREAK SHEATHING BREAK SHEATHING SHEATHING AND SHEATHING AND AT PLATE UNO SHEATHING AND AT PLATE UNO NAILING PER PLAN 1 1/2" LSL RIM NAILING PER PLAN NAILING PER PLAN (4) 10d NAILS 1 1/2" LSL RIM 2x CONTINUOUS RIM f SILL PLATE NAILING PER SHEAR WALL SCHEDULE SIMPSON LTP4 OR A35 1 1/2" LSL RIM BREAK SHEATHING AT FRAMING ANCHOR PER JOIST RIM AND PROVIDE PANEL SW SCHED. BREAK SHEATHING NAILING EA SIDE OF (CONTRACTOR OPTION) AT PLATE UNO _� JOINT PER SW SCHED BREAK SHEATHING PANEL EDGE NAILING PER PLAN AND SHEARL AT PLATE UNO WALL SCHEDULE OR I -JOISTS PER PLAN PANEL EDGE NAILING I -JOISTS PER PLAN WOOD JOISTS PER PLAN AND (3) 0.131"0 x 3" STRUCTURAL NOTES AND SCHEDULE PER PLAN AND SHEAR SCHEDULE NAILS EACH END PCs GUI LL WALL SCHEDULE OR AND SCHEDULE PANEL EDGE NAILING 4 pF WASH 2x4 BLOCKING AT STRUCTURAL NOTES PER PLAN AND SHEAR I -JOISTS PER PLAN D D ti D NOTE: SHEAR WALLS WALL SCHEDULE OR AND SCHEDULE p STRUCTURAL NOTES NON -SHEAR WALL n NAILING SHALL BE PER 1 1/2" LSL BLOCKING e IBC TABLE 2304.9 @ 4 -0 OC MAX AL 0NAL� A. TYPICAL FRAMING B. ALTERNATIVE SHEAR WALL FRAMING C. ALTERNATIVE SHEAR WALL FRAMING EXTERIOR WALL PARALLEL TO JOISTS XX/XX/XX TYPICAL STUD WALL FRAMING DETAIL SCALE: 1" = V-0" 2x6 SISTERED 3LOCKING -VELED PLATE -UD WALL OR JI PER PLAN O -U IVIMA Jr MINJ UL I VV LLIV LANDINGS B. TYPICAL STRINGER TO PONY WALL (4) 8d NAILS FWEB FILLER PER MFR JOIST PER PLAN 1 1/2" LSL BLKG @ 4'4" MAX TREAD AND RISERS PER ARCH SIMPSON HUC28-2, EACH STRINGER, WITH FULL NAILING 2x12 NOTCHED — STRINGER-I� ',— 2x6 SISTERED PER SECTION A I NOTCH BEAM AS REQUIRED 8'-0" MAX SPAN BETWEEN LANDINGS C. TYPICAL STRINGER TO CENTER BEAM SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES 16d @ 6" OC 2x4 BLKG W/ (2) 10d NAILS INLyGIel►Eel 4:M DECKING DECK JOISTS PER PLAN FLOOR JOISTS LUS HANGER PER PLAN CONT DF WEB BLKG SECURED SILL PLATE NAILING PER TO STEEL BEAM W/ 1/2"0 A307 SHEAR WALL SCHEDULE BOLTS @ 24" OC, STAGGERED BEAM PER PLAN DECK FRAMING DETAIL SCALE: 1" = V-0" FLOOR SHEATHING PER FLOOR FRAMING PLAN NOTES FLOOR DIAPHRAGM BOUNDARY NAILING 1 1/2" LSL BLKG "-' "LOCKING D. TYPICAL STRINGER TO UPPER LANDING JOIST PER 'LAN KING @ C CHORD SIZE PER HOLDOWN SCHEDULE SIMPSON STRAP WITH FASTENERS PER HOLDOWN SCHEDULE JOIST DIRECTION PER PLAN FILL JOIST SPACE WITH FULL DEPTH BLOCKING TO MATCH DIMENSIONS OF STUD COLUMN ABOVE TYPICAL STRAP HOLDOWN DETAIL SCALE: 1" = V-0" TYPICAL STUD WALL FRAMING DETAIL SCALE: 1" = V-0" VARIES PER PLAN (�I STAI R 2x12 NOTCHED TREADS STRINGER PER ARCH 12" OC MAX NO ON PLAN 2x6 SISTERED TO 2x12 PER TYPICAL STAIR SECTION GAP (IF REQUIRED) TO SUIT ARCH FINISHES. TYPICAL STAIR SECTION SCALE: 1" = V-0" 16d @ 6" OC DECKING SLOPE ATTACH JOIST TO LEDGER W/ SIMPSON LUS SERIES HANGERS 2x PT LEDGER W/ (2) 3/8"0 x 4" LAG SCREWS @ 16" OC J a H z 2 0 m O Z) N SHEATHING WHERE NOTED ON PLAN W w X X Q X X X Y Q DESIGN: DMT DRAWN: JCP CHECK: DMT JOB NO: 19387.10 DATE: XX/XX/XX RIM JOIST NOTES: 1. REFER TO TYPICAL STUD WALL FRAMING DETAILS FOR INFORMATION NOT SPECIFICALLY CALLED OUT. 2. AT SIM SECTION JOIST RUN PARALLEL TO LEDGER. PROVIDE LEDGER FOR PLYWOOD SUPPORT. DECK CONNECTION SCALE: 1" = V-0" RESUB Jul 09 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J J W 0 Q 0 Lij 0 C) w N 0 U p z 00Li Z 0) 0 c L Q Q W L.L V) LL, Q 0 0 z 0 O zcflM O Ii w O M z Y 00 Li�j W, SHEET: S 02 O 4mi STUD WALL PER FRAMING PLAN NOTES SHEATHING AND SHEATHING AND SILL PLATE NAILING NAILING PER PLAN AND NAILING PER PLAN AND PER PLAN AND SHEAR SHEAR WALL SCHEDULE SHEAR WALL SCHEDULE WALL SCHEDULE OR OR STRUCTURAL NOTES OR STRUCTURAL NOTES STRUCTURAL NOTES 1 1/2" LSL BLKG AND 1 1/2" LSL BLOCKING rSHEATHING ` I NAILING PER PLAN (3) 0.131"0 x 3" NAILS EACH END SILL PLATE NAILING PER / L I -JOISTS PER PLAN SILL PLATE NAILING PER SHEAR WALL SCHEDULE J AND SCHEDULE, SHEAR WALL SCHEDULE LAPPED OR BUTTED PANEL EDGE NAILING PANEL EDGE NAILING PER PLAN AND SHEAR 2x4 BLOCKING AT PER PLAN AND SHEAR WALL SCHEDULE OR SHEAR WALLS WALL SCHEDULE OR STRUCTURAL NOTES -J f1 C.I STRUCTURAL NOTES INTERIOR BEARING ON BOTH SIDES TYPICAL STUD WALL FRAMING DETAIL SCALE: 1" = V-0" SHEAR WALL PER PLAN HOLDOWN STRAP PER PLAN, FIELD BEND AROUND BEAM BEAM PER PLAN (DIRECTION VARIES) JOIST PI (DIRECTION FLUSH BEAM HEADER TYPICAL STRAP HOLDOWN TO WOOD BEAM SCALE: 1" = V-0" SHEAR WALL PER PLAN STUD WALL PER FRAMING PLAN NOTES SILL PLATE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES SHEATHING AND NAILING PER PLAN (4) 10d NAILS 1 1/2" LSL BLOCKING @ 4'-0" OC FIRST JOIST BAY ONLY 2x4 BLOCKING AT SHEAR WALLS INTERIOR BEARING ON ONE SIDE ONLY TYPICAL STUD WALL FRAMING DETAIL SCALE: 1" = V-0" HOLDOWN STRAP PER PLAN, FIELD BEND AROUND BEAM CONTINUOUS RIM HEADER BEAM PER PLAN STUD WALL PER PLAN 30" 1 #4 DOWELS @ � 1'-6" OC CONCRETE SLAB ON GRADE AND SUBGRADE PER GEOTECH REPORT o OO �o OO TOO TOO (2) #5 BARS — d°o O0 °o RETAINING WALL PER DETAIL 12/S3.1 RETAINING WALL SECTION SCALE: 1" = V-0" FULL -HEIGHT HOLDOWN CHORD PER HOLDOWN SCHED CRIPPLE STUD(S) ER I I•I I•I PLAN, NOTES, OR SCHED I I I I I I 1.1 I.I I.I II II II 1.1 I.I I.I HEADERPER II II II 1.1 I.I PLAN xiii III II II II I'I I I•I I.I I.I III II II II HOLDOWN STRAP PER I'I I I•I I.I I.I III II II II I'll LI LI LI III II II II I'I I I•I I.I I.I III I I I I I I PLAN & SCHEDULE. I'I I I•I I.I I.I II II II INSTALL PER DETAIL 5/S4.3 11 II II 1.1 I.I I.I RIM JOIST II II I'/- I -1L-- -- I •1• I Ir •I• I'I II I•I I'1 II I•I FUR DOWN I'� 11'1 HEADER AS REQ'D I'1 11'1 IIII I COLUMN PER PLAN 11'I I I'I I 1•I I I.1 I AND SCHED IIII I I•I I I.1 II III 1111 11 I•� I111 I FULL HEIGHT HOLDOWN I �'� 1 �•� �•1 I 1 CHORD PER HOLDOWN I•I j I.1 1 1 I'1 II 1•I II I•I 11 I �•I 0 11'1 1j11 1 1 1j11 1 I I fill I SCHED (2- 2x MIN) I 1 1 I 1 11'I 1111 I 1111 1 1 1 1 1 1 I•I 11 I•I I I.1 11 I•I I I•I I II I 1 I•I 0 SHEATHING PER PLAN AND SHEAR WALL SCHEDULE, TYP FLUSH BEAM PER PLAN � RIM JOIST PER TYP DETAILS EXTEND BEAM 6" BEYOND STUDS INVERTED HOLDOWN STRAP PER PLAN & SCHEDULE INSTALL PER DETAIL 5/S4.3 HOLDOWN PER PLAN & SCHED NOTE: FOR ADDITIONAL INFORMATION REFER TO DETAIL 5 TYPICAL HOLDOWN OVER OPENING DETAIL SCALE: 1/2 = V-0" BOUNDARY EDGE NAILING PER SHEARWALL SCHEDULE DIAPHRAGM BOUNDARY EDGE NAILING PT 2x LEDGER W/ 3/4" 0 J-BOLTS @ 32" OC AND WITHIN 12" OF EA END (EMBED 6") FLOOR SHEATHING PER PLAN NOTES A35 CLIP @ 16" OC HOLDOWN PER PLAN SCHED HOLDOWN STRAP PER PLAN AND SCHED. FIELD BEND AT STEEL BEAM (2) 1/4" STIFF PL EA SIDE OF WEB @ `8" OC; (4) TOTAL JOIST PER PLAN (DIRECTION VARIES) BEAM PER PLAN 2x4 HF#2 BLOCKING W/ 16d NAILS @ 6" OC COL PER PLAN AND SCHED SECTION SCALE: 1" = V-0" 8d@6"OC FJOIST PER PLAN LAPPED AT BEAM 1 1/2" LSL BLOCKING W/ 16d NAILS @ 6" OC o SIMPSON PC66 MAX POST CAP PBS66 STANDOFF POST BASE PER PLAN STEEL BEAM PER PLAN. PROVIDE 12" LONG SOLID WEB BLOCK CONNECTED W/ (4) 1/2"0 CARRIAGE BOLTS JOIST PER PLAN (DIRECTION VARIES) TYPICAL HOLDOWN TO STEEL BEAM SCALE: 1" = V-0" SHEAR WALL SHEATHING & NAILING PER PLAN & SCHEDULE APPLIED TO ALL FACES OF WALL T ---�— — �. II II• II II.' II II -- ------ II If Il I II. I I 11 II II I I II I I I• II. II. II. HEADER PER PLAN II 11 II I L II II I _J L - II. 11. II. 1 HEADER SUPPORTS PER I I 1 I .I 1 11 II II II PLAN & SCHEDULE _ II, II II' I I I I ADDITIONAL INTERMEDIATE I I I I I CHORD PER SHEAR WALL I I I .I SCHEDULE I II II II II�1. Ili �II' p 1 A. ELEVATION AT DOOR PROVIDE CONTINUOUS TOP CHORD AT SHEAR WALL OR PROVIDE SIMPSON CMST14 STRAP W/ 16d NAILS AT ALL NAIL HOLES ALONG ENTIRE TOP CHORD AT PERFORATION FORCE -TRANSFER SHEAR WALL DETAIL SCALE: NTS z Q a of w 4x HF BLOCKING, TYP CONTINUOUS CMST14 STRAP W/ 16d NAILS AT ALL NAIL HOLES OVER ENTIRE LENGTH OF PERFORATED SHEAR WALL END STUDS PER HOLDOWN SCHEDULE, TYP RESUB Jul 09 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENGINEE RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 Ii ►' Cs GUI L 4�' ,3F WAS !,el jONAL� XX/ XX/ XX J a z O_ m D N O LJ w Q a X W Q X C) X X Y Q DESIGN: DMT DRAWN: JCP CHECK: DMT JOB NO: 19387.10 DATE: XX/XX/XX J J W 0 Q 0 W 0 LI.J p � ^ v U Z 00Lij Z (3) 0 c L Q Q W LL. V) W Q 0 F Z 0 O Z (c) : O Li W O p �jUj Z Y 00 W SHEET: S m3 FLOOR SHEATHING PER FRAMING PLAN NOTES SECTION SCALE: 1" = V-0" DIAPHRAGM BOUNDARY NAILING PER ROOF FRAMING PLAN NOTES FULL DEPTH BLOCKING RIPPED TO MATCH SLOPE OF ROOF SILL PLATE NAILING PER SHEAR WALL SCHEDULE PROVIDE BOUNDARY NAILING AT TOP PLATE PER SHEAR WALL SCHEDULE SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULE ROOF SHEATHING AND NAILING PER ROOF FRAMING PLAN NOTES 2x4 BLOCKING W/ SILL PLATE NAILING PER SHEAR WALL SCHEDULE PRE-ENGINEERED ROOF TRUSS PER PLAN SIMPSON H2.5A TIE AT EACH TRUSS STUD WALL FRAMING PER PLAN NOTES TYPICAL TRUSS SUPPORT DETAIL SCALE: 1" = V-0" 2x NAILER RIPPED TO WIDTH OF BEAM W/ 5/8"0 CARRIAGE BOLTS @ 24" OC STAGGERED EACH SIDE OF WEB JOIST AND HANGER PER PLAN AND JOIST SCHED BEAM PER PLAN AND SCHED SECTION SCALE: 1 1/2" = V-0" 2x HF BLKG. AT RIDGE, TYP VALLEY TRUSSES PER ROOF PLAN, TYP 2x4 SLEEPER TYP W/ (2) 0.131"0 x 3 1/2" NAILS EACH TRUSS PRE-ENGINEERED ROOF TRUSSES PER ROOF PLAN TYPICAL OVERFRAMING DETAIL SCALE: 1" = V-0" STEEL BEAM PER PLAN PL 3/8 x 3 1/2 x 0'-7 1/2" (2) 3/4"0 BOLTS WOOD COL PER PLAN NOTE: IN CASES WHERE COLUMN WIDTH EXCEEDS FLANGE WIDTH, PROVIDE 5/8" COL TOP PLATE WELDED TO BEAM END AND SIDE PLATES 4=-4m AT SIMAWAY SECTION ROOF ENGINEE RING SLOPES AWAY FROM WALL BOUNDARY NAILING NOTE: 250 4TH AVE. S., SUITE 200 BOUNDARY EDGE NAILING PER PER ROOF FRAMING FOR NOTES &DETAILS NOT EDMONDS, WASHINGTON 98020 ROOF FRAMING PLAN NOTES PLAN NOTES SPECIFICALLY CALLED OUT PHONE (425) 778-8500 2x6 LEDGER W/ (3) 10d @ REFER TO DETAIL 1/S4.2. FAX (425) 778-5536 ROOF SHEATHING 12 OC NAILS INTO BLKG AND NAILING PER PROVIDED BETWEEN STUDS 2x6 BLKG SLOPED TO ' PLAN NOTES MATCH LOWER ROOF 2x6 BLKG PROFILE01 6x SOLID BLKG AS REQ'D FOR TRUSS HANGER NAILING 2x6 BLOCKING W/ (3) 10d EACH STUD ROOF TRUSSES ROOF TRUSSES GUIL PER PLAN PER PLAN 4�' of WAsk L� OR NOTES & DETAILS NOT HANGER PER D ti D TRUSS MFR SPECIFICALLY CALLED OUT - REFER TO DETAIL 1/S4.2. mou DIM IM SHEATHING & NAILING ss AL' SHEATHING & NAILING PER PLAN & SCHEDULE WOOD STUD WALL j0NAL PER PLAN & SCHEDULE XX/XK/XX CEILING FRAMING SECTION SECTION AT LOW ROOF TRUSS 1/2" HSS OR WF COL FLANGE TYP N I m U w J u V) 1 BEAM TO COLUMN BEAM SIZE NO OF BOLTS PL LENGTH (L) PL THICKNESS WELD SIZE DIM (a) DIM (b) W10 (2) 3/4" 0 6" 5/16" 1/4" 1 1/2" 1 1/2" NOTES: 1. ALL BOLTS SHALL BE A490-N, TYP UNO BOLT HOLES SHALL BE STANDARD SIZE, TYP UNO. 2. BOLT INSTALLATION SHALL BE PER AISC SPECIFICATIONS, LATEST EDITION. TYPICAL SINGLE PLATE SHEAR CONNECTION TABLE SCALE: NTS SHEATHING & NAILING PER PLAN & SHEAR WALL SCHEDULE 4 PL 1/2 x 4 x 0'-5 1/2" (VFY W/ ARCH FINISHES) 1"0 ROD W/ #3 CLEVIS & 1" PIN EA END C8x11.5 EACH END OF CANOPY METAL DECK W/ 1/4" PER 12" SLOPE PL 1/2 x 4 x 0'-4" 1/4 -ELEV PER ARCH HSS5x5x1/4 A PL 1/2 x 6 x 0'-6" W/ (2) 5/8"0 BOLTS - 1/4" STIFF PL - L2x2x1/4�� C8x11.5 14 1/4 3" 3'-0" MAX CANOPY SECTION SCALE: 3/4" = V-0" A I All \ A � PRE-ENGINEERED ROOF TRUSS PER PLAN A35 CLIP EA SIDE OF POST, TYP TOP & BOTTOM 11/2" 11/2" N rl o, N \ SECTION A -A FULL HEIGHT POST PER PLAN PROVIDE 3/16" WASHER, COUNTERSUNK BOLT, TYP PL 3/8 x 3 x 0'-9" W/ (2) 5/8"0 WELDED THREADED STUD, TYP TOP & BOTTOM RESUB Jul 09 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J a F- F- z 75 0 m I- 0 N L ~ C) (n w w Q X W Q X X X Y Q DESIGN: DMT DRAWN: JCP CHECK: DMT JOB NO: 19387.10 DATE: XX/XX/XX J (n W J 0 O Q m F_ W Ld Q� Q W � U 0 (� Z 00 Z w o � w Q Q N 0 Z U Z L.. Z CO M 0 w W o o a Y 00 Liz SHEET: S5ml