The URL can be used to link to this page

APPROVED ENG BLD PLN BLD2021-0171+Architectural_Plan+3.15.2021_5.19.46_PM+2093746GENERAL NOTES PROJECT INFORMATION ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE N AS BUILT - MAIN FLOOR SCALE:1/6' = 1'-0" AS BUILT - LOWER FLOOR SCALE:1/6" = 1'-0" I ON JOB SITE 196TH 5T 5W a� JO 0 198TH ST 5W 0 w Q SiTE 3: Q Q ooa c J 4Z N VICINITY MAP (NTS 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 2021 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 APPLICABLE. -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. -iF 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 RE5PON5113LE 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 RESPONSiDiLiTY 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, DEBRIS, AND FREE WATER AT ALL TIMES. THiS OFFICE TAKES NO RESPON51BiLiTY 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 DRAWINGS 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 DOORS SHALL 5E WEATHER5TRiPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. -iN 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 DUCTS OUTSIDE 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 SEC 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 SiDE 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 DUiLPING 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 STAIRS MORE THAN 30" ABOVE ADJACENT FLOOR SHALL HAVE HANDRAILS AND GUARDRAILS. HANDRAIL TO BE 1 1/4"-2" CROSS SECTIONAL DIMENSION AND 1 1/21, AWAY FROM WALL. -GUARDRAIL: SHALL BE 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 MiP-STRINGER SPAN AND AT WALL ALIGN STRINGER. -COVER WALLS AND SOFFITS 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 (DISCOLORED, WET, DAMAGED, OR DETERIORATED) SHALL BE FILLED WiTH R-151NSULATiON AT 2X4 FRAMING AND WiTH R-21 INSULATION AT 2X6 FRAMING. REF SEC R503.1.1-EXCEPTION 2.. -WALLS TO BE INSULATED WiTH MiNiMUM R-21 INSULATION. BELOW 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 151NTERRUPTED 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. 10. GARAGE SEPARATION: -REQUiRES 1/2" GWB ON THE GARAGE SiDE. 5/8" TYPE'X' GWB WHERE THERE 15 LiViNG SPACE ABOVE. SUPPORTING COLUMNS, WALLS AND BEAM5 USE 1/2" GWB PER iRC 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 BE EQUIPPED WiTH A SELF -CLOSING DEVICE PER iRC R302.5.1. 11. VAPOR BARRIERS: -AN APPROVED VAPOR FARRIER 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 BE A COMPONENT OF THE INSULATION MATERIAL. APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR BARRIERS 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 1RC 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 BE 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 DISTRIBUTION PANEL BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL. THE CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND SHALL NOT COVER OR OBSTRUCT 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. APPROVED BY PLANNING az r� ' Mar 25 2021 ENGINEERING DIVISION APPROVED AS NOTED Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. City Of Edmonds Building Department Work ADDITION/DECK Address 19726 88TH AVE W ------------------------------------- - -- ----------------------------------------- Owner , JOHNSON ----------------- I ---------------------------------------------- Approved Date ; 3-25-2021 Building Official 'ErU, C4-rfe�r -------------------------------- Permit Number BLD2021-0171 --------------------------------------------- OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. PROJECT OWNER: LISA AND COPY JOHNSON 19726 88TH AVE W EDMONDS WA 98026 PROJECT ARCHITECT: HEIDi HELGE50N PROJECT DESIGNER: MARIA RiBEiRO H21) ARCHITECTURE + DESIGN 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 STRUCTURAL ENGINEER: DENNIS TiTUS, PE, SE CG ENGINEERING 250 4TH AVE 5, SUITE 200 EDMONDS, WA 95020 425-778-8500 PROJECT DESCRIPTION: ADDITION AND REMODEL AT MAiN AND LOWER FLOORS PROJECT APPRE55: 19726 88TH AVE W TAX LOT NUMBER: 00549300000400 LEGAL DESCRIPTION: PUGET ViEW TRACTS DiV 2 BLK 000 D-00 - TR 4 LAND USE CODE COMPLIANCE STATISTICS ZONE: R5 8 LOT COVERAGE: LOT AREA: EXISTING HOUSE: EXISTING ATTACHED GARAGE (DEMO): EXISTING DECK & STAIRS (DEMO): EXISTING SHEDS: NEW ADDITION (HOUSE + NEW GARAGE): NEW COVERED DECK: NEW SPIRAL STAIR: NEW FRONT PORCH: EXISTING & PROPOSED LOT COVERAGE: ALLOWED LOT -COVERAGE: 152 152995F 1088.4 SF (494.7 SF) (168.7 SF) 417.5 SF 800.8 SF 452.6 5F 42.5 SF 105.9 SF 2907.7 SF 5F X 35% = 5354.7 5Fr9K IMPERVIOUS EX15TiNG HOUSE (NOT iNCL. UP TO 2'6" EAVE): SURFACE: EXISTING ATTACHED GARAGE (DEMO): EXISTING DECK & STAIRS (DEMO): EXISTING SHEDS: EXISTING WALKWAYS (DEMO): EX15TiNG DRIVEWAY: REQ'D SETBACKS: PARKING BUILDING HEIGHT INFORMATION: NEW ADDITION (NOT 1NCL UP TO 2'6" EAVE): NEW COVERED DECK: NEW SPIRAL STAIR: NEW FRONT PORCH: NEW CONCRETE PATIOS: TOTAL EXISTING IMPERVIOUS SURFACE: TOTAL PROPOSED IMPERVIOUS SURFACE: TOTAL NEW/REPLACED: STREET: REAR SETBACK: SiDE SETBACK: 2 EX15TiNG PARKING SPACES TO REMAIN BUILDING HEIGHT LiMiT = 25' 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 1088.4 SF (494.7 SF) (168.7 5F) 417.5 SF (402.9 SF) 468.1 800.5 SF 452.6 SF 42.5 5F 105.9 5F 60.4 SF 5040.5 SF 4502.5 SF 1462.2 5F SMALL DWELLING UNiT:1.5 CREDITS DWELLING UNITS LESS THAN 1500 SF iN CONDITIONED FLOOR AREA WiTH LESS THAN 300 5F OF FENESTRATION AREA. ADDITIONS TO EXISTING BUILDINGS GREATER THAN 5005F OF HEATED FLOOR AREA BUT LESS THAN 1500 SF. la 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-38 SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB BELOW GRADE SLAD R-10 PERIMETER AND UNDER ENTIRE SLAB 5b EFFICIENT WATER HEATiNG:1.0 CREDITS GAS, PROPANE, OR OiL WATER HEATER WiTH A MiNiMUM EF OF 0.74 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 SHGC N/A N/A CEILING 49 0.026 WOOD FRAME WALL 211NT 0.056 MASS WALL R-VALUE 21/21 0.056 FLOOR 38 0.029 5ELOW GRADE WALL 10/15/211NT + TB 0.042 SLAB R-VALUE AND DEPTH 10, 2 FT N/A SHEET INDEX 01 PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS 02 SiTE PLAN SURVEY A1.0 LOWER AND MAiN FLOOR DEMOLITION PLANS AV LOWER FLOOR PLAN A1.2 MAiN FLOOR PLAN A1.3 ROOF PLAN A1.4 WINDOW AND DOOR SCHEDULES A2.0 EXTERIOR ELEVATIONS A2.1 EXTERIOR ELEVATIONS A3.0 BUILDING SECTIONS A4.0 WALL SECTIONS A4.1 WALL SECTIONS A4.2 TYP. DETAILS 51.1 STRUCTURAL NOTES 51.2 STRUCTURAL NOTES 52.1 FOUDATiON PLAN 52.2 MAiN FLOOR FRAMING PLAN 52.3 ROOF FRAMING PLAN 53.1 STRUCTURAL SCHEDULES 54.1 FOUNDATION DETAILS 55.1 WOOD FRAMING DETAILS 55.2 WOOD FRAMING DETAILS 56.1 ROOF FRAMING DETAILS 25' 15, 7.5' W U Z w > O 0 W 00 U) Q Q W = 3: 0. � U) Z 00 z O N O vJ CY) Z W I O 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: 1 /29/2021 DATE: 3/15/2021 PERMIT SET PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS RES U B Mar 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 01 03/30/2021 M OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE GRATE FILTER SOCK WITH OVER FLOW HOLES (TYP) CATCH BASIN NOTES: CATCH BASIN 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 IS ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. REVISION DATE CITY OF EDMONDS TEMPORARY JANUARY 2018 SEDIMENT TRAP PUBLIC WORKS FOR CATCH BASINS STANDARD DEPARTMENT DETAIL Fs t 1 g APPROVED BY: R. ENGLISH E R— 9 0 2 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL N 2TTAlkha 7T4I39171GA12(0 1 0 CV I CV FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS WIRE MESH FENCE TO SUPPORT FILTER FABRIC BURY BOTTOM OF FILTER MATERIAL 8" TO 12" 6' MAX 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 ACTIVITY. BEFORE OTHER WORK CAN BEGIN REVISION DATE FILTER FABRIC FENCE JANUARY 2018 CITY OF EDMONDS FILTRATION SYSTEMS 7 PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fs t 1 g 9'3 APPROVED BY: R. ENGLISH E R- 9 0 0 4 o� 0 to I O 0 O I Z I I I I I I I I I I I I I EX FENCE SITE PLAN AVERAGE EXISTING GRADE POINT ELEVATION A 359.8' B 367.9' C 367.1' D 359.3' 1454.15F/4= 363.5' = 363'-6'' AVERAGE GRADE =363"l HEIGHT LIMIT = 388'-6" EX FENCE SCALE 1" =10' NOTES: 1. FILTER FENCE PER DETAIL ER-900 2. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2014 SWMMWW BMP T.5.13 EX NEIGHBORING S.F.R. I � It, I!'T A I I =il TCO CCf`1/-= 0=0 RA AYE Ill U; Q 2 H 00 00 `.' 1 - J v_ v i - „i - I I I - I DOWNSPOUT TO --- — I AROUND WALL � LJ I SPLASH BLOCK RaCKERY I 1 I I 1 I G G G I G I P Q 24" MAP 1 38" CEP I U O —I — — — — O \�2" CEP I II I LO I I � I I EX NEIGHBORING S.F.R. Ln I I II Zone Corner Setbacks: Required Front Sides Rear Other Height Flag _ Actual i WV >w w P � c pp w U z w > cil O LLl 00 v ) Q Q W = 0. FZ U) Z 00 0 Z O N 0 o Z w = 0 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHINGTON il Fri r1 o 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: 1 /29/2021 DATE: 3/15/2021 PERMIT SET SITE PLAN RESUB Mar 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 02 (PER STATUTORY WARRANTY DEED RECORDING# 201305220520) LOT 4 OF PUGET VIEW TRACTS DIVISION NO. 2, AS PER PLAT RECORDED IN VOLUME 14 OF PLATS, PAGE 103, RECORDS OF SNOHOMISH COUNTY AUDITOR; SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF WASHINGTON. BASIS OF BEARINGS A BEARING OF N 00°06'00" E BETWEEN FOUND MONUMENTS ON CENTERLINE OF 88TH AVE W PER R1. REFERENCES R1. RECORD OF SURVEY, RECORD NO. 201809125002, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. VERTICAL DATUM NAVD88 PER GPS OBSERVATIONS. SURVEYOR'S NOTES 1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN SEPTEMBER OF 2020. 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. 00549300000400. 5. SUBJECT PROPERTY AREA PER THIS SURVEY IS 15,299 ±S.F. (0.13 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 0 ASPHALT SURFACE POST 655556� BUILDING P ❑ POWER METER t __..._E ROW P POWER (OVERHEAD) coo CLEANOUT PP O POWER POLE Q CONCRETE SURFACE PP0-----0 POWER POLE W/ LIGHT RETAINING WALL Q REBAR AS NOTED (FOUND) DECK 0 REBAR & CAP (SET) FENCE LINE (WOOD) �,��c ROCKERY FIRE HYDRANT SS SEWER LINE G GAS LINE 0 SEWER MANHOLE G ❑ GAS METER SD STORM DRAIN LINE r J GRAVEL SURFACE SIZE TYPE O TREE (AS NOTED) L�0 INLET (TYPE 1) W WATER LINE ® MAILBOX (RESIDENTIAL) WM ❑ WATER METER ►�� MONUMENT IN CASE (FOUND) WV IN WATER VALVE VICINITY MAP N.T.S. y — Maplewood Edmonds i —= Presbyterian Church Adventist Chul i h ro 1r� Maplewood Rock � - Brady & Company, CPA, &,Gem Clubsaa 195tt1 5t SW 9 Az W SITE 190th St SW 919726 88th Avenue West Maplewood M 1 Park Q Enlowen Marlowe a W f -:2M St sw. I - Maplewood Parent Cooperative a n x STEEP SLOPE/BUFFER DISCLAIMER: THE LOCATION AND EXTENT OF STEEP SLOPES SHOWN ON THIS DRAWING ARE FOR INFORMATIONAL PURPOSES ONLY AND CANNOT BE RELIED ON FOR DESIGN AND/OR CONSTRUCTION. THE PITCH, LOCATION, AND EXTENT ARE BASED SOLELY ON OUR GENERAL OBSERVATIONS ON SITE AND OUR CURSORY REVIEW OF READILY AVAILABLE PUBLIC DOCUMENTS; AS SUCH, TERRANE CANNOT BE LIABLE OR RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY STEEP SLOPE INFORMATION. ULTIMATELY, THE LIMITS AND EXTENT OF ANY STEEP SLOPES ASSOCIATED WITH ANY SETBACKS OR OTHER DESIGN OR CONSTRUCTION PARAMETERS MUST BE DISCUSSED AND APPROVED BY THE REVIEWING AGENCY BEFORE ANY CONSTRUCTION CAN OCCUR. FENCE C 2.1'N & 0., OF PROP C FENCI 0.9' 1 FOUND REBAR/CAP LS# 14490 AT PROP COR FENCE C 0.5'S & 1.1 OF PROP C FOUND MON IN CASE BRASS PIN, DOWN 1.0' ►mot 0 U J Q U 0 wo N o " 2 LPLL 0 !� 0) o 0 Qa z It It It GRAPHIC & BOUNDARY SURVEY It It It It It It SSMH T RIM=369.97' U) IE 8"CONC(N./S.) =352.79'(C.C.) ) Ln 200TH ST W It- It N 89'25'37" W 351.04' CALC'D (351.00' R1) FOUL. BRASS DISK. DOWN 0.9' !J FOUND MON IN CASE BRASS DISK, DOWN 1.2' T 371 031 I � 3 N W wV i Lfi Q w M 00 N.. N wM M C to 0 0 z 13: 3 T I PP 1 3 SMH IM=368.40' 8"CONC(N./S.) -350.95'(C.C.) RESUB Mar 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT w U)� oo w z O�(:� moo U 2 Uj 'ItQ) z o o Lo LU w U) w � ZcoQ O � z 2 =� N r\ °� N o W Q C)O � O z 0- 0 yEg, o Lo 6 C to Co E+ ,4 W a o t+ \0D�P� O O N O 00 O) C C >Q N N a--+ a--+ N �1 � L � Q Q m � V) (V O 00 ,--I 00 Z) 00 u) Ln a-,+ N Ln N N L a-+ Lf) N O ra = �a 00 CD JOB NUMBER: 201554 DATE: 09123120 DRAFTED BY. IDV-GKD CHECKED BY: JGM SCALE: 1,,= 10' REVISION HISTORY SHEET NUMBER 1nF1 DEMO EX CONCRETE PATiO AND STAIRS, PREP FOR ADDITION DEMO WALL PREP FOR ADDITION DEMO INTERIOR WALLS AND DOOR DEMO DOOR & WALL, PREP FOR NEW DOOR DEMO CONCRETE PATiO -- - - - - - - - - - - - - - - - I I I I I I IF— _ Ir----=__________________I� I I'I II I I'I II rTT1 I' I I I L -LJ I'I II I I'I II I I'I II I I'I II I DEMO EX FOUNDATION — DEMO WINDOW PREP \ \ \ FOR 1NFiLL III I I yy DEMO WATER HEATER, PREP FOR REPLACEMENT LOWER FLOOR DEMOLITION PLAN SCALE:1/4" = 1'-0" 0 EXISTING WALLS r• — I DEMO WALLS NOTES: 1. VERIFY SALVAGE ITEMS WiTH OWNER PRIOR TO DEMOLITION. N DEMO EX DECK PATiO AND STAIR, PREP FOR ADDITION, REFER TO STRUCTURAL DEMO WiNDO' FOR iNFiLL — �„ II °FTfi`�TT�---�,I I I I I I I I ' II II I I I I I I I ' II II ' II DEOO WALLS, WINDOW, DOOR & FOUNDATION, II PREP FOR ADDITION, KE�pR TO STKUCTUKA Ll ' II ' II " nrk A nn MAIN FLOOR DEMOLITION PLAN SCALE:1/4" = T-O" 0 EXISTING WALLS r• — I DEMO WALLS NOTES: 1. VERIFY SALVAGE ITEMS WiTH OWNER PRIOR TO DEMOLITION. CUT 13ACK DRIVEWAY FOR NEW ADDITION BETE STEPS, EW PORCH N W U Z W o w rn U) Q Q W � FZ FZ U) Z 00 Z O N O � z 0 W = O 9716 REGISTERED ARCHITECT GST DIMICHELLE HELGESON ATE OF WASHINGTON rm r1 a il 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: 1 /29/2021 DATE: 3/15/2021 PERMIT SET LOWER AND MAIN FLOOR DEMOLITION PLANS RESUB Mar 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1,0 A B A3.0 A3.0 1 2 A4.0 A4.0 t-AI All -'� - C A3.0 INSTALL NEW PREFA SPIRAL STAIR PER h INSTALL CENTER DRi Cad PATIO, TiE TO FOUNDATION DRAIN A B A3.0 A3.0 LOWER FLOOR PLAN SCALE:1/4" = 1'-0" 0 EXISTING WALLS ® NEW WALLS 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. 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.) OUTSIDE EACH SEPARATE 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 R5155 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS + 1 C � A4.1 A3.0 0) ------------------------------------------------------------ Dnnected Smoke/CO detector required outside the sleeping area D A3.0 GROSS FLOOR AREA (MEASURED FROM INSIDE OF EXTERIOR WALLS) EXISTING LOWER FLOOR AREA (CONDITIONED): 977.2 SF NEW LOWER FLOOR ADDITION (CONDITIONED): 760.1 SF TOTAL LOWER FLOOR CONDITIONED SPACE: 1737.3 SF N 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. INSTALL NEW ON DEMAND GAS WATER HEATER WiTH MINIMUM EF OF 0.91 TO MEET REQUIRED ENERGY CREDITS PER WSEC TABLE 406.2 EXISTING FURNACE NOTES: 1. EXISTING FURNACE TO REMAIN 2. INSTALL NEW HiGH EFFICIENCY DUCTED MiNi 512LiT SYSTEM AT NEW ADDITION. CONDENSER UNiT TO BE INSTALLED OUTSIDE PER CiTY OF EDMONDS CODE REQ'TS. 3. PROVIDE CONTINUOUS WHOLE HOUSE MECHANICAL VENTILATION AT A MiNiMUM AIRFLOW RATE OF 90 CFM. REFER TO iRC TABLE M1507.3.3 VENTILATION REQUIREMENTS VENTILATION NOTES: WHOLE HOUSE VENTILATION TO BE INTEGRATED INTO THE EXISTING FORCED AiR SYSTEM TO MEET iRC M1507.3.3. PROVIDE CONTINUOUS AIRFLOW OF 90 CFM. LU U Z w > O 0 LLJ 00 vJ Q Q LLJ _ � U) Z OC) z O N O OY Z W = O 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: 1 /29/2021 DATE: 3/15/2021 PERMIT SET LOWER FLOOR PLAN RES U B Mar 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Al, 1 2'-11/4" 6'-0" 51/2' GAS STUB FOR BBQ o8 23'-1 1/2" 6'-0" 51/2" 6'-0" 09 10 64'-4" 41'-2 1/2" 1/4" 9'-71/2" 5'-0" cp I G N 1 VERIFY iF HOOD 15 1 BBQ F REQUIRED PER I SELECTED BBQ MFR 36" GUARDRAIL HGT TYP I 1 rn BEAMS PER �I L NEW L NEW STRUCTURAL i I SKYLIGHT SKYLIGHT i OUTDOOR CE1LiNG FAN & HEATERS i I LIVING ABOVE HARDWOOD F _ —1 F - _ iNSTALL NEW PREFAB SPIRAL STAIR PER MFR I 1 I I I I Q O8 II I I I I O _ _ )IRN L NEW L NEW I SKYLIGHT SKYLIGHT �? — — — — — — — — — — — — — — — —N I 36 GUARDRAIL HGT TYP III POSTS PER STRUCTURAL MAIN FLOOR PLAN z t= X Lu SETBACK LiNE I II 1 iNFiLL WINDOW I 1 ATTIC STORAGE ABOVE GARAGE WORKSHOP AND MUD/ I \ / HARDWOOD STORAGE ROOM GARAGE 1 II CONCRETE 3 2T Q 10 /2' I \ / YA4. DN 12'-0" 2 + ------------ — -- — —— 2'a0"— ----- TTiC—ACCE—S�—-----\---- i13 A4.1 MiN 2'X3', VERIFY / \ 7" LOCATION W/ COAT CLO BENCH/ _ 11 OWNER MUD/STOR A4.0 L----J 09 TiLE 0 3 EXISTING ELECTRICAL PANEL TO REMAIN L 1 F A4 0 CABINETS I rn I BED EXISTING afS� EXiSTiNG EX CLO II II EX CLO M.BED EXISTING Z X (n w w 0 Ex M.BATH EXISTING EX EX ZEX� EXISTING A B A3.0 A3.0 0 nEX Ex BATH EXISTING w CLO EXISTING I II II II I I EX LL l US I� I EXISTING 1 SKYLIGHT I I — J L — — — —— KITCHEN EXISTING DINING EXISTING 0 v zQ J UJ W SCALE:1/4" = 1'-0" NOTES: EXISTING WALLS 1. ALL DIMENSIONS ARE GIVEN TO THE FACE OF STUD UNO. ® NEW WALLS 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 LOCATIONS SHOWN. HARDWIRE AND INTERCONNECT DETECTORS TO POWER SUPPLY AND PROVIDE BATTERY BACKUP AS REQUIRED. 5. INSTALL CARBON MONOXIDE ALARMS (C.M.D.) OUTSIDE EACH SEPARATE 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 DN L - I I L _ - J EXISTING SKYLIGHT L - I I L _ — J EXISTING SKYLIGHT LIVING EXISTING 1 EXISTING ALIGN WiTH EXISTING WALL 0) w 9'-61/8"+/- Q 13'-2 1/8"+/- I 7 11 F I PORCH CONCRETE ire]i POSTS & BEAMS PER STRUCTURAL WRAP PER DETAIL 3 p A4.1 A3.0 1 C A4.1 A3.0 GROSS FLOOR AREA (MEASURED FROM INSIDE OF EXTERIOR WALLS) EXISTING MAiN FLOOR AREA (CONDITIONED): 1016.3 SF NEW MAiN FLOOR ADDITION (CONDITIONED): 166.3 SF NEW GARAGE & WORKSHOP (UNCONDITIONED): 597.5 SF TOTAL MAiN FLOOR CONDITIONED AREA: 1182.6 SF TOTAL CONDITIONED AREA (ALL FLOORS) 2920 SF N W U Z w > O 0 W 00 U) Q Q LLI _ � U) Z � Z O N O U) O7 Z 0 W = O 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: 1 /29/2021 DATE: 3/15/2021 PERMIT SET MAIN FLOOR PLAN RES U B Mar 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1,2 VENTILATION REQUIREMENTS @ ADDITION ATTIC VENTILATION NOTES: TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT REDUCTION OF THE TOTAL TO 1/30015 PERMITTED PROVIDED THAT AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA 15 PROVIDED BY VENTILATORS LOCATED iN THE UPPER PORTION OF THE SPACE TO BE q B VENTILATED AT LEAST 3' ABOVE THE EAVE VENTS WiTH THE BALANCE OF THE A3.0 A3.0 REQUIRED VENTILATION PROVIDED BY THE EAVE VENTS. NEW TOTAL ATTIC AREA 9 MAiN FLOOR = 558.9 SF 1 2 REQUIRED VENTILATION =1.86 SF (267.8 SQ INCHES) A4.0 A4.0 PROVIDE CONTINUOUS RIDGE VENT = MiN 133.9 50 INCHES PROVIDE (3) 2" DIAMETER HOLES PER BAY AT EAVES = MiN 133.9 5Q INCHES TOTAL =141.5 5Q INCHES C A3.0 A B A3.0 A3.0 ROOF PLAN SCALE:1/4" - P-0" I TK1r nt- I n1A1Tn 1 l nnn VENTILATION REQUIREMENTS @ FRONT PORCH ATTIC VENTILATION NOTES: TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT REDUCTION OF THE TOTAL TO 1/30015 PERMITTED PROVIDED THAT AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA 15 PROVIDED BY VENTILATORS LOCATED iN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3' ABOVE THE EAVE VENTS WiTH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY THE EAVE VENTS. NEW TOTAL ATTIC AREA 9 MAiN FLOOR = 72 SF REQUIRED VENTILATION = 0.24 5Ft35.56 SQ INCHES) PROVIDE CONTINUOUS RIDGE VENT = MiN 17.3 5Q INCHES PROVIDE (3) 2" DIAMETER HOLES PER BAY AT EAVES = MiN 17.3 SQ INCHES TOTAL =18.8 50 INCHES 1 C A4.1 A3.0 N Lu U Z w > O 0 LLJ 00 vJ Q Q LLI _ � U) Z 00 Z O N O v) dy Z 0 w = O 9716 REGISTERED ARCHITECT GST DIMICHELLE 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: 1 /29/2021 DATE: 3/15/2021 PERMIT SET ROOF PLAN RES U B Mar 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 EXISTING ROOF 0 NEW ROOF A1,3 DOOR SCHEDULE ID R.O. DIMENSIONS *SEE NOTE 1 DOOR LEAF DIMENSIONS TYPE THICK AREA (SF) NOTES U-VAL WIDTH HEIGHT W HT LOWER FLOOR 01 5'-2" 0-10 1/2" 5'-0" 6'-8" FRENCH O'-1 3/4" 31.80 TEMPERED; PR 2'-6" D00R5; VER HH TO MATCH EXIST. .20 02 5'-2" 0-10 1/2" 5'-0" 6'-8" FRENCH O'-1 3/4" 31.80 TEMPERED; PR 2'-6" D00RS .20 03 2'-10" 0-10 1/2" 2'-8" 6'-8" 5WiNG 1 0'-1 3/8" 0.00 TEMPERED 04 6'-2" 0-10 1/2" 6'-0" 6'-8" 131 FOLD 0'-1 3/8" 0.00 05 2'-10" 0-10 1/2" 2'-8" 6'-8" 5WiNG 0'-13/8" 0.00 06 2'-10" 0-10 1/2" 2'-8" 6'-8" SWING 0'-13/8" 0.00 07 6'-2" 0-10 1/2" 6'-0" 6'-8" B1 FOLD 0'-1 3/8" 0.00 MAiN FLOOR 08 3'-0" 6-10 1/2" 2'-10" 6'-8" SWING i O'-1 3/4" 19.60 TEMPERED .20 09 6'-2" 6-10 1/2" 6'-0" 6'-8" Bi PASS 01-13/8" 0.00 10 2'-10" 6-10 1/2" 2'-8" 6'-8" SWING O'-1 3/8" 0.00 VERIFY FiT iN EXISTING ROUGH OPENING 11 2'-10" 6-10 1/2" 2'-8" 6'-8" SWING O'-1 3/8" 0.00 1-3/8" SOLID CORE DR; 20 MiN RATED W/ SELF CLOSER 12 2'-10" 6-10 1/2" 2'-8" 6'-8" SWING O'-13/4" 0.00 13 16'-2" 7'-0" 16'-2" 7'-0" ROLL UP O'-1 3/4" 15.00 GARAGE POOR, TEMPERED MANUFACTURER: INTERIOR: MATCH EXISTING EXTERIOR: TO BE SELECTED EXTERIOR DOORS TO BE NFRC 100 LABELED AND CERTIFIED BY THE MANUFACTURER. 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 I, AS SCHEDULE Bi FOLD J J W x E , W x U) U) U) U) Q Ll Ll Q I, AS SCHEDULE 131 PASS TEt lf E EP AS SCHEDULE FRENCH AS SCHEDULE I. "I ROLL UP ,9b.2U WINDOW SCHEDULE ID ROUGH OPENING *SEE NOTE 1 ROUGH HEAD FROM SUBFLR. TYPE OPER AREA (SF) NOTES U-VAL WIDTH HEIGHT LOWER FLOOR 01 5'-0" 5'-0" 6-101/2" A H.S. 23.30 TEM1 ERED .28 02 5'-0" 5'-0" 6-101/2" A H.S. 23.30 TEMPERED .28 03 5'-0" 5'-0" 6-101/2" A H.S. 23.30 TEMPERED .28 04 5'-0" 4'-0" 6-101/2" A H.S. 18.80 TEMPERED .28 05 5'-0" 4'-0" 6-101/2" A H.S. 18.80 TEMPERED .28 06 5'-0" 4'-0" 6-101/2" A H.S. 18.80 TEMPERED; EGRESS .28 07 5'-0" 4'-0" 6-101/2" A H.S. 18.80 TEMPERED; EGRESS .28 MAiN FLOOR 08 6'-0" 2'-0" 6-10 1/2" B P 10.90 "STOPPED iN GLASS OR MFR UNiT; LOCATED iN UNCOND. SPACE 09 6'-0" 2'-0" 6-10 1/2" B P 10.90 "STOPPED iN GLASS OR MFR UNiT; LOCATED iN UNCOND. SPACE 10 6'-0" 2'-0" 6-10 1/2" B P 10.90 "STOPPED iN GLASS OR MFR UNiT; LOCATED iN UNCOND. SPACE 11 5'-0" 3'-0" 6-10 1/2" A H.S. 13.90 LOCATED iN UNCOND. SPACE 12 5'-0" 3'-0" 6-10 1/2" A H.S. 13.90 LOCATED iN UNCOND. SPACE ROOF - RIDGE 13 1'-101/2" 3'-10 1/2" - FIXED 6.70 VELUX FCM 2246 OR SELECTED; LOCATED iN UNCOND. SPACE 14 1'-101/2" 3'-10 1/2" - FIXED 6.70 VELUX FCM 2246 OR SELECTED; LOCATED iN UNCOND. SPACE 15 1'-101/2" 3'-10 1/2" -- FIXED 6.70 VELUX FCM 2246 OR SELECTED; LOCATED iN UNCOND. SPACE 16 1 1'-101/2" 13'-10 1/2" -- FIXED 6.70 VELUX FCM 2246 OR SELECTED; LOCATED iN UNCOND. SPACE TOTAL EXTERIOR WiNDOW AREA: 259.20 NFRC 100 LABELED AND CERTIFIED DY THE MANUFACTURER MANUFACTURER: MATCH EXISTING SERIES: MATCH EXISTING 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 EX15TiNG ROUGH OPENINGS WHERE WINDOWS ARE BEING REPLACED iN THE EX15TiNG OPENINGS PRIOR TO ORDERING THE WINDOWS rEMpERE m 5. CONTACT ARCHITECT IMMEDIATELY WiTH QUESTIONS \ U) 6. TRANSLUCENT GLASS TO DE SATIN ETCH. PROVIDE GLASS SAMPLE TO OWNER/ARCH FOR APPROVAL PRiOR TO Q ORDERING AS SCHED. AS SCHED. SWiNG SWiNG 1 A B KEi' A = AWNING C = CASEMENT H.S. = HORIZONTAL SLIDER P = PICTURE S.H. = SINGLE HUNG H = HOPPER Lu U Z w > O 0 LLJ 00 vJ Q Q Lu 00 U) Z 00 z O N O U) dy z 0 W = O 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: 1 /29/2021 DATE: 3/15/2021 PERMIT SET WINDOW AND DOOR SCHEDULES RES U B Mar 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT AlA INSTALL NEW SHINGLE SiDiNG, T r 2 n NORTH ELEVATION SCALE:1/4" = 1'-0" NEW GABLE; 30 YR ARCHITECTURAL ASPHALT COMPOSITE ROOFING TO MATCH EXISTING; CONTiNOUS RIDGE VENT, TYP - ------------------- INSTALL NEW SHINGLE SiDiNG, T.B.D. EXISTING INSTALL NEW LAP SiDiNG, T.D.P.- ml EXISTING GRADE HEIGHT LiMiT= 388'-6" EX RIDGE = 23'31/4"+/- (EL= 384'3"+/-) (T.O. EX RIDGE) _ EX MAiN FLOOR PLATE =16'5 3/4''+/- (EL= 3775 5/8"+/-) (T.O. EX TOP PLATE) 3 SPIRAL STAIR _ EXISTING MAiN FLOOR = 8'6"+/- (EL= 369'6"+/-) (T.O. EX SUBFLOOR) AVERAGE GRADE = 363'-6" EXISTING LOWER FLOOR = 00" (EL= 361'0"+/-) — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T.O. EX SLAB NEW LOWER FLOOR = -10" +/- (T.O. SLAB) EXIST. NEW POSTS PER STRUCTURAL, WRAP PER DETAIL EXISTING ROOF TO REMAIN **CONTRACTOR TO VERIFY NEW ENTRY ROOF CLEARS SKYLIGHTS PRIOR TO FRAMING / EXISTING ml INSTALL NEW STONE AT ENTRY EXISTING EXiS r � iNG III 1 II,' 1 1 1 INSTALL NEW LAP SiDiNG, T.B.D. HEIGHT LiMiT= 388'-6" 30 YR ARCHITECTURAL ASPHALT COMPOSITE ROOFING TO MATCH EXISTING; CONTiNOUS RIDGE VENT, TYP EX RIDGE = 23'31/4"+/- (T.O. EX RIDGE) INSTALL NEW SHINGLE SiDiNG, T.B.D. 12 -,_ 16 INSTALL BELLY BAND INSTALL NEW LAP SiDiNG, T.B.D. EXISTING GRADE EX MAiN FLOOR PLATE =16'5 3/4"+/- (EL= 3775 5/8"+/-) (T.O. EX TOP PLATE) EXISTING MAiN FLOOR = 8'6"+/- (EL= 369'6"+/-) (T.O. EX SUBFLOOR) AVERAGE GRADE = 363'-6" EXISTING LOWER FLOOR = 0'0" (EL= 361'0"+/-) T.O. EX SLAB NEW LOWER FLOOR = -10" +/- (T.O. SLAB) LU U Z LJJ o 0 w rn C) Q Q LU _ � U) Z 00 0 Z O N O dy Z 0 W = O 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: 1 /29/2021 DATE: 3/15/2021 PERMIT SET EXTERIOR ELEVATIONS RES U B Mar 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EAST ELEVATION SCALE:1/4" = 1'-0" A2,0 SOUTH ELEVATION SCALE:1/4" = 1'-0" 30 YR ARCHITECTURAL AC;PHA1 T (-.nm nc;TTF 1-11 11.E \L- -, I / \111\ V I V I I IL-1111-1 A55EMI�LY TYi%. WEST ELEVATION SCALE:1/4" = 1'-O" T11T--1T 1/ n/1 --/ n-I AATAI HEIGHT LiMiT= 388'-6" EX RIDGE = 23'31/4"+/- (EL= 384'3"+/-) (T.O. EX RiDGE) EX MAiN FLOOR PLATE =16'5 3/4"+/- (EL= 3775 5/8"+/-) (T.O. EX TOP PLATE) _J4 EXISTING MAiN FLOOR = 8'6"+/- (EL= 369'6"+/-) (T.O. EX SUBFLOOR) HEIGHT LiMiT= 388'-6" _"" T'"'/- ROOF TO REMAIN EX RIDGE = 23'31/4"+/- (EL= 384'3"+/-) (T.O. EX RiDGE) EX MAiN FLOOR PLATE =16'5 3/4"+/- (EL= 3775 5/8"+/-) (T.O. EX TOP PLATE) LE; :CHiTECTURAL COMPOSITE TO MATCH EXISTING EXISTING MAiN FLOOR = 8'6"+/- (EL= 369'6"+/-) (T.O. EX SUBFLOOR) PER STRUCTURAL AVERAGE GRADE = 363'-6" EXISTING LOWER FLOOR = 0'0" (EL= 361'0"+/-) T.O. EX SLAB NEW LOWER FLOOR = -10" +/- (EL= 360'2"+/-) (T.O. SLAB) AVERAGE GRADE = 363'-6" EXISTING LOWER FLOOR = 0'0" (EL= 361'0"+/-) T.O. EX SLAB NEW LOWER FLOOR = -10" +/- (EL= 360'2"+/-) (T.O. SLAB) Lu U Z w o 0 w rn U) Q Q w _ � U) Z � 0 z O N O o z w = O 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: 1 /29/2021 DATE: 3/15/2021 PERMIT SET EXTERIOR ELEVATIONS RES U B Mar 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A2,1 u c0 LD W BUILDING SECTION SCALE:1/4" = 1'-0" 1 A4.1 BUILDING SECTION SCALE:1/4" = P-O" 1 A4.0 2 A4.1 .R STRUCTURAL :R DETAIL 'LIGHT ,ML :R JRAL :R DETAIL 2 A4.0 EXIST TRUSSES cp A AnrNl(; tic12 ne PF2 BUILDING SECTION LJ ) SCALE:1/4" = P-O" � R E rRucT. EliATTIC BEAM PER STRUCTURAL WRAP PER DETAIL PORCH E� LIVING BUILDING SECTION LJ ) SCALE:1/4" = P-O" EX REC LLB U Z W o 0 w rn U) Q Q LLB _ FZ U) z 00 z O N O o z LLI _ O 9716 REGISTERED ARCHITECT GST DIMICHELLE HELGESON ATE OF WASHINGTON H 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 . 3 7 34 www.h2darchitects.com DATE: 1 /29/2021 DATE: 3/15/2021 PERMIT SET BUILDING SECTIONS RES U B Mar 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A3,0 SLOPE 1/4:12 CONTINUOUS RiDGE VENT, TYF BEAM PER STRUCTURAL, ////=WRAP PER DETAIL TYP OUTDOOR LiViNG SKYLIGHT PER DETAIL I I ROOF ASSEMBLY - - - - - - - - - - - - - - - - N _-------- I I METAL PRi12 EDGE, TYP 1 � I I K-STYLE METAL GUTTER I 1 i & DOWNSPOUT, TYP TYP OUTDOOR LIVING ROOF ASSEMBLY 1 5/4X_ WD FASCIA; PAINTED TO MATCH -30 YEAR ARCHITECTURAL ASPHALT COMPOSITE ROOF EXISTING PROFILE I 1 � -HENRY BLUESKiN RF200 (OR BETTER) DRAINAGE PLANE �� 1/2" T&G SOFFIT INSTALL SHINGLE FASHION - — - - - - - - - - - - - - 1 -CDX PLYWOOD SHEATHING PER STRUCTURAL 2" CONTINUOUS FLUSH VENT 1 / W/ NON -CORROSIVE WiRE -FRAMING PER STRUCTURAL k -1/2" T&G SOFFIT TYP EAVE ASSEMBLY INSECT SCREEN, TYP \ --------------- -� �I SCALE:1"=1'-O" \ TYP EAVE ASSEMBLY PER DETAIL METAL EDGE FLASHING, TYP r -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ - K STYLE METAL GUTTER & DOWNSPOUT, TYP FASTEN SKYLIGHT TO CURB WiTH FiNiSH SCREWS 5/4X- WD FASCIA, TYP TO MATCH j EXISTING PROFILE UNDERLAYMENT NOTE 1 & 3 -------- 2" CONTINUOUS FLUSH VENT W/ NOWCORROSiVE 2'-011 WiRE INSECT SCREEN, TYF SADDLE FLASHING 23�8„ CURD OR pE,� 4 I BSHEATHING BEAM PER STRUCTURAL, WRAP FRREQS CURD -MOUNTED PER DETAIL FIXED SKYLIGHT TYP WATERPROOF DECK ASSEMBLY @ ADDITION �oR CURB -TREX DECKING (OR SiMiLAR) OUTDOOR LIVING -P.T. SLEEPERS PER STRUCTURAL QS -FiDERGLASS WATERPROOFING SYSTEM; SLOPE MiN 1/4":12" SiLL FLASHING PER I� 1� -MARINE GRADE PLYWOOD OR PER STRUCTURAL AND MANUFACTURER i MANUF.'S REQ'S 1 -SLEEPERS CUT TO SLOPE (VERIFY W/ STRUCTURAL) / UNDERLAYMENT 1 -FRAMING PER STRUCTURAL - - / / NOTE 1 & 3 1 -MiN R-38 INSULATION: 3" CLOSED CELL SPRAY FOAM 1 INSULATION (R-19 +/-) W/ MiN R-19 UNFACED GATT OR \ 30 YEAR ASPHALT o I DLOWN-iN INSULATION; NON VENTED COMP. ROOFING 1 -5/8" GWB MATERIAL -PVA PRIMER SLOPE 1/4":12" HEAD FLASHING PLACED 1 DETWEEN UNDERLAYMENT 1 TYP NEW EXT 2X6 WALL ASSEMBLY @ LOWER FLOOR 1-SiDiNG PER ELEVATIONS HEADER PER STRUCT. / -HENRY 13LUESKiN VP100 (OR BETTER) BUILDING WRAP 1/2" T&G SOFFIT / -CDX PLYWOOD PER STRUCTURAL -2X6 FRAMING PER STRUCTURAL TYP. ROOF ASSEMBLY -R-21 BATT INSULATION I -1/2" GWD 1. UNDERLAYMENT TO BE FOLDED UP AGAINST ALL SIDES OF CURBS. / 4 -PVA PRIMER 2. VAPOR BARRIER SHOULD DE USED TO AVOID MOISTURE. / 4.2 / 3. WRAF CURB iN UNDERLAYMENT. / I I TYP NEW SLAB ON GRADE ASSEMBLY / 5 -POLISHED CONCRETE TYP SKYLIGHT DETAIL / -CONCRETE SLAB ON GRADE PER STRUCTURAL -10 MiL POLYETHYLENE VAPOR DIFFUSION RETARDER 1 1/2" =1'-O" GYM / ' " TYP EXTERIOR RAILING DETAIL SCALE:1"=1'-O" PATIO WV HNNVKAIL; 51 /MNLP UK YtK MrK -R-10 RiGiD iNSULATiON Cw PERIMETER (MiN 2-0 ) -6" GRAVEL (NO MORE THAN 5% FINES) -UNEXCAVATED SU13GRAPE NEW CONCRETE PATiO ON GRADE, PER STRUCTURAL, SLOPE TO CENTER DRAIN, TiE DRAIN TO 1'-4" FOUNDATION DRAIN, TYP � � EX GRADE INSTALL NEW CONCRETE STEPPER STRUCTURAL W/ EASED NOSING METAL DOOR PAN AND FLASHING, TYF TREMPROOF 250GC, XYFEX OR APPROVED EQUAL WATERPROOFING 9 ALL NEW & EXPOSED EX DELOW GRADE FOUNDATIONS, TYP INSTALL NEW 4" PERFORATED FOOTING DRAIN iN DRAIN ROCK. TiE TO EXISTING FOUNDATION DRAIN 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 DE AT LEAST 6" 13ELOW STM OF SLAD FLOOR OR LEVEL OF CRAWLSPACE. DISCHARGE PiPE FOR SUBSURFACE DRAINS SHOULD 5E SLOPED FOR FLOW TO OUTLET POINT. FOUNDATION AND FOOTING PER STRUCTURAL K2" VERTICAL STEEL STANCHION PER MFR/STRUCTURAL . CABLE RAILING, MAX 3" SFACiNG OR FER �UFACTURER, TYF ER TO STRUCTURAL OR MFR FOR ALL INECTIONS AND STRUCTURAL COMPONENTS DECKING OVER P.T. SLEEPERS )PE TO DRAIN TO SCUPPERS & DOWNSPOUTS rERPROOF FiDERGLASS TO WRAP UP CANT ,IF AND CURD, TYP -AL CAP FLASHING :D IT STRIP TALL FLASHING AND COUNTERFLASHiNG RAILING CONNECTIONS PER STRUCTURAL 'EXTERIOR WALL ASSEMBLY TYP GARAGE & WORKSHOP ROOF ASSEMBLY -30 YEAR ARCHITECTURAL ASPHALT COMPOSITE ROOF -HENRY 13LUESKiN RF200 (OR BETTER) DRAINAGE PLANE INSTALL SHINGLE FASHION -CDX PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -5/8" TYPE'X' GWB METAL DRiF EDGE TYP - K STYLE METAL GUTTER 5/4X8 WD FASCIA, TYF TYP NEW EXT 2X4 WALL ASSEMBLY -SiPING PER ELEVATIONS -HENRY BLUESKiNVP100 (OR BETTER) 13UiLPING WRAP -CDX PLYWOOD PER STRUCTURAL -2X4 FRAMING PER STRUCTURAL -1/2" GWB -PVA PRIMER TYP MAIN FLOOR ASSEMBLY MAIN FLOOR -FiNiSH FLOOR PER PLAN -PLYWOOD SHEATHING FER STRUCTURAL -FRAMING FER STRUCTURAL -R-30 GATT INSULATION -5/8" GWB -PVA PRIMER TYP NEW EXTERIOR 2X6 WALL ASSEMBLY PER 1/A4.0 TYP NEW SLAB ON GRADE ASSEMBLY -FiNiSH FLOOR PER PLAN -CONCRETE SLAD ON GRADE PER STRUCTURAL -10 MiL POLYETHYLENE VAPOR DIFFUSION RETARDER -R-10 RiGiD INSULATION @ PERIMETER (MiN 2'-0") -6" GRAVEL (NO MORE THAN 5% FINES) -UNEXCAVATED SUSGRADE TYP BELOW GRADE WALL ASSEMBLY -DELTA MS DRAiNBOARD, TYP -TEMPROOF 250GC, XYFEX, OR APPROVED EQUAL WATERPROOFING -CONCRETE FOUNDATION PER STRUCTURAL -1/2" MiN AiR SPACE -FRAMING PER STRUCTURAL WiTH PT SiLL PLATE -R-21 RiGiD INSULATION -1/2" GWB -PVA PRIMER TREMPROOF 250GC, XYFEX OR APPROVED EQUAL WATERPROOFING @ ALL NEW & EXPOSED EX BELOW GRADE FOUNDATIONS, TYP INSTALL NEW 4" PERFORATED FOOTING DRAIN iN DRAIN ROCK. TiE TO EXISTING FOUNDATION DRAIN SURROUND 4" PERFORATED PVC PiPE DRAIN BY 6" MiN 1" MINUS WASHED ROCK ENCIRCLED WiTH NON -WOVEN GEOTEXTiLE 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. FOUNDATION AND FOOTING PER STRUCTURAL WALL SECTION SCALE: 1/2" = 1'-O" GARAGE 5/8" TYPE "X" GWB K-21 INSULATION MUD ROOM 1/2'' GWD TYP WALL @ GARAGE SCALE: 1" =1'-0" 71A WORKSHOP LLB U z w > O 0 W 00 U) Q Q LLB _ � U) Z 00 z O O vJ N z W = O 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: 1 /29/2021 DATE: 3/15/2021 PERMIT SET WALL SECTIONS RES U B Mar 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WALL SECTION SCALE: 1/2" = 1'-0" TYP PORCH ROOF A55EM13LY- OUTRiGGER PER STRUCTURAL METAL DRiP EDGE, TYP 5/4X WD FASCIA, TYP 1/2" T&G SOFFIT I I I I I I I I I � I SiDiNG PER ELEVATION, SIM TO TYP EXTERIOR WALL ASSEMBLY \\--------------�— --�� TYP RAKE DETAIL SCALE:1"=1'-0" \ TYP ATTIC ROOF ASSEMBLY -50 YEAR ARCHITECTURAL ASPHALT COMPOSITE ROOF -HENRY BLUESKiN RF200 (OR BETTER) DRAINAGE PLANE INSTALL SHINGLE FASHION -CDX PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL -5/8" TYPE'X' GWB -PVA PRIMER 5/4X_ WD FASCIA, TYP METAL FLASHING; RUN UP WALL M!Nl all 2X8 BELLY BAND TYP NEW EXT 2X4 WALL ASSEMBLY Cad MAiN FLOOR PER DETAIL 2/A4.0 TYP NEW S.O.G. ASSEMBLY @ GARAGE -EXPOSED REINFORCED CONCRETE SLAB ON GRADE PER STRUCTURAL -6MiL POLYETHYLENE VAPOR DIFFUSION RETARDER -6" GRAVEL (NO MORE THAN 5% FINES) -UNEXCAVATED SUBGRADE TREMPROOF 250GC, XYPEX OR APPROVED EQUAL WATERPROOFING 9 ALL NEW & EXPOSED EX DELOW GRADE FOUNDATIONS, TYP INSTALL NEW 4" PERFORATED FOOTING DRAIN iN DRAIN ROCK. TiE TO EXISTING FOUNDATION DRAIN SURROUND 4" PERFORATED PVC PiPE DRAIN BY 6" MiN 1" MINUS WASHED ROCK ENCIRCLED WiTH NON -WOVEN GEOTEXTiLE 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 5UD5URFACE DRAINS SHOULD BE SLOPED FOR FLOW TO OUTLET POINT. FOUNDATION AND FOOTING PER STRUCTURAL WALL SECTION SCALE:1/2" = 1'-O" EX TYP ATTiC ROOF ASSEMBLY PER DETAIL 1/A4.1 ATTIC ATTIC PER 5TR TURA FRAMs PER 5 GARAGE GARAGE WORKSHOP TYP MAiN FLOOR ASSEMBLY PER PETAL 2/A4.0 TYP NEW SLAD ON GRADE ASSEMBLY PER DETAIL 2/A4.0 TYP BELOW GRADE WALL ASSEMBLY TYP NEW SLAB ON GRADE ASSEMBLY PER DETAIL 2/A4.0 TREMPROOF 250GC, XYPEX OR APPROVED EQUAL WATERPROOFING 9 ALL NEW & EXPOSED EX BELOW GRADE FOUNDATIONS, TYP INSTALL NEW 4" PERFORATED FOOTING DRAIN iN DRAIN ROCK. TiE TO EX15TiNG FOUNDATION DRAIN SURROUND 4" PERFORATED PVC PiPE DRAIN DY 6" MiN 1" MINUS WASHED ROCK ENCIRCLED WiTH NON -WOVEN GEOTEXTiLE 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. FOUNDATION AND FOOTING PER STRUCTURAL WALL SECTION SCALE:1/2" = 1'-0" = c= ='� Z �o woo =�z zOZ �LL 101/2" Tre TYP EXISTING ROOF -30 YEAR ARCHITECTURAL ASPHALT ROOFING -EXISTING ROOF UNDERLAYMENT OR HENRY BLUESKiN RF200 (OR BETTER) DRAINAGE PLANE INSTALL SHINGLE FASHION -EXISTING SHEATHING -FRAMING PER STRUCTURAL -BAFFLE FOR 1" MiN AiR SPACE -R-49 GATT OR DLOWN iN INSULATION -EXISTING FiNiSH CEILING OR 5/8" GWB 9 AREA OF ALTERATION -PVA PRIMER TYP ROOF ASSEMBLY @ PORCH 30 YEAR ARCHITECTURAL ASPHALT COMPOSITE ROOF SOLiTEX MENTO 1000 DUiLPING WRAP CDX PLYWOOD SHEATHING PER STRUCTURAL FRAMING PER STRUCTURAL 5/8" TYPE "X" GWB PVA PRIMER TYP RAKE A55EMDLY PER DETAIL 1/A4.1 5/4X_ WD FASCIA W/ METAL DRiP EDGE OVER; PRIMED AND PAINTED, TYP METAL FLASHING; RUN UP WALL MiN 8" BEAM PER STRUCTURAL WRAP PER DETAIL TYP EXISTING MAIN FLOOR ASSEMBLY -FiNiSH FLOOR PER PLAN -EXISTING SHEATHING -EXISTING FRAMING -EXISTING FiNiSH CEILING OR 5/8" GWB TOP CAP W/ SLOPE TO DRAIN AWAY FROM COLUMN VERIFY EXISTING METAL DOOR PAN FLASHING NEW CONCRETE PATIO ON GRADE, PER STRUCTURAL 11-011 INSTALL NEW CONCRETE STAiR W/ EASED NOSING EX GRADE ALL CONCRETE STEPS, PATIO AND RETAINING WALLS PER STRUCTURAL TYP EXISTING CONCRETE FOUNDATION WALL SECTION SCALE:1/2" = 1'-O" ATTIC PER STRU 's: ■ TTIC EX LIVING EX REC -EXISTING SiDiNG OR PATCH TO MATCH EXISTING 9 AREA OF ALTERATION -EXISTING BUILDING PAPER OR HENRY 13LUESKiNVP100 C@ AREA OF ALTERATION -EXISTING PLYWOOD SHEATHING PER STRUCTURAL Ca AREAS OF ALTERATION -EXISTING FRAMING OR NEW FRAMING PER STRUCTURAL 9 AREAS OF ALTERATION -EXISTING INSULATION OR R-15 H.D. DATT INSULATION INSTALLED AT ALL EXPOSED 2X4 STUD BAYS OR R-21 DATT INSULATION iN EXPOSED 2X6 STUD WAYS -EXISTING FiNiSH WALL LLB U z w > O 0 W 00 vJ Q Q LLB _ F- U) z 0 z O cq O vJ z 0 W I O 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 SI G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darc h i tects.c om DATE: 1 /29/2021 DATE: 3/15/2021 PERMIT SET WALL SECTIONS RES U B Mar 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A4,1 iNTERiOR EXTERIOR iNTERiOR EXTERIOR FOLD UP HENRY 13LUESKiN REA FOAM TYP EXTERIOR WEATHER RESISTIVE BARRIER R-10 FOAM Cad HEADER TYP TYP EXTERIOR F HEADER TYP WALL ASSEMBLY AND TEMPORARILY SECURE WEATHER RESISTIVE WALL ASSEMBLY BARRIER HEADER PER STRUCTURAL 1/2" GWB SELF-ADHESIVE WATERPROOF OR EXIST SELF-ADHESIVE WATERPROOF WD TRiM MEMBRANE INSTALL PER DETAIL MEMBRANE INSTALL PER 7/A4.2 PER TYP 8/A4.2 EXTERIOR SHEATHING DETAIL 1/2" GWB 12/A4.2 �� MTL FLASHING OVER WD TRiM EXTERIOR SHEATHING MTL FLASHING OVER WD TRiM 4 FOLD UP 13LUESKiN WEATHER - HEADER PER HEADER TAPE WEATHER RESISTIVE SiLL PLATE RESISTIVE BARRIER & WRAPPER STRUCTURAL PREPRiMED CEDAR TRIM BARRIER TEMPORARILY SECURE DETAIL PER TYP DETAIL 11/A4.2j� HENRY BLUESKiN WP25 WD I KIM PER TYP DETAIL DOOR JAMB WINDOW LINER 09/A4.2 PRE -HUNG DOOR PER SCHEDULE Ad - WINDOW PER WINDOW WEATHER - SCHEDULE STRiPPiNG TYP TYP �WlNDOW HEAD TYP EXTERIOR DOOR HEAD4 TYP EXTERIOR WALL 3 2 3 WEATHER -RESISTIVE HENRY BLUESKiN BARRIER WP25 4" OR 6"; NO CUTS NECESSARY 9 CORNER SiLL PLATE DO NOT FLASH � � OVER BOTTOM ASSEMBLY TYP EXTERIOR WALL ASSEMBLY NAILING FLANGE \ HENRY BLUESKiN WP25 WD TRiM PER TYP SELF-ADHESIVE WATERPROOF \ @ CORNER DETAIL 9/A4.2 MEMBRANE INSTALL PER DETAIL 8/A4.0 WINDOW FLASHING WD TRiM PER TYP DETAIL 11/A4.2 1. CUT THE 13LUESKiN FLUSH WiTH THE ROUGH 15. REPEAT 5TE12511-14 TO SEAL ALL EDGES OF THE OPENING RO: SiLL, JAM135, AND HEAD HENRY BLUESKiN WEATHERSTRiPPiNG TYP 2. CUT THE 13LUESKiN AT 45 DEGREE ANGLE TO A 16. INSTALL THE WINDOW ACCORDING TO THE HENRY 2 POINT 9 UP AND 9" OUT FROM THE UPPER CORNERS MANUFACTURER'S SPECIFICATIONS. UNLESS BLUESKiN WP25 SELF-ADHESIVE WATERPROOF OF THE ROUGH OPENING SPECIFIED, SEALANT 15 NOT REQUIRED BEHIND THE MEMBRANE INSTALL PER 7/4.2 PRE -HUNG DOOR 3. FOLD UP BLUESKiN FLAP AT HEAD AND NAiL FLANGE GWB WRAP PER PER SCHEDULE TEMPORARILY SECURE WiTH TAPE DOOR JAMB 17. USE BLUESKiN WP25 4" OR WIDER TO COUNTER- SEAL TOP OF JOISTS DETAIL 4. CUT BLUESKiN WP25 (4") TO FiT THE DEPTH OF FLASH THE FLANGE iN WEATHER -LAP FASiON UNDER DECKING WD TRIM PER TYP DETAIL 12/A4.2 THE SiLL ADDING 3" OVERHANG TO THE EXTERIOR 18. BOTTOM FLANGE REMAINS UNTAPED JAMB 1/2" GWB 1/2" GWB 5. FOLD BLUESKiN WP25 ALONG THE SPLIT BACKING FLASHING EXTENDS 2" PAST LOWER EDGE OF FLANGE TYP WINDOW �IA�MB TYP EXTERIOR DOOR JAM 6 PAPER 19. HEAD FLASHING EXTENDS 1" PAST THE OUTER 6. SLIDE INTO CORNER EDGES OF THE JAMB FLASHING 5 7. PEEL OFF ONE BACKING STRIP AFTER ANOTHER 1" =1'-O" 1" =1'-0" AND PRESS ON FIRMLY 20. DRAPE THE BLUESKiN 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 13LUESKiN WP25 GRADUALLY ONTO THE 21. SEAL THE 45 DEGREE CUTS WiTH BLUESKiN BACKER ROD x WALL FACE (2) BEADS OF BUTYL CAULK 9. USE BOTH THUMBS 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 ASSEMBLY w 2x_ WD SiLL W/ SLOPE & DRiP UP SIDES OF ROUGH OPENING 1. INTEGRATE INSTALLATION OF HENRY BLUESKiN WEATHER -RESISTIVE 11. CUT BLUESKiN WP25 6" OR WIDER TO LENGTH SELF ADHESIVE FLEXIBLE FLASHING, BARRIER WiTH HENRY 13LUESKiN WP25 TO FORM WATER SHEDDING LAPS EXTEND BELOW SLAB, MINIMIZE (INSIDE TO INSIDE OF THE RO) 2. SCORE AND FOLD WEATHER -RESISTIVE BARRIER ABOVE HEADER TO SELF-ADHESIVE WATERPROOF SLOPE PENETRATiONS FOR REBAR 12. FOLD BLUESKiN WP25 ALONG THE SPLIT ALLOW FOR HENTRY BLUESKiN WP25 INSTALLATION NOTES: MEMBRANE, INSTALL PER 7/A4.2 BACKING PAPER 3. INSTALL HENRY BLUESKiN WP25 HEAD FLASHING UNDER WEATHER- 1. ViSIT RESiDENTiAL.HENRY.COM FOR THE MOST CURRENT 13. RELEASE FIRST BACKING PAPER AND SEAL TO RE5i5TiVE BARRIER DETAILS, iNSTALLATiON ViDE05 AND PRODUCT DATA SHEETS TYP EXTERIOR CAULK RO 4. FOLD WEATHER -RESISTIVE BARRIER BACK OVER HEAD FLASHING AND 2. INSTALL HENRY 13LUESKiN WP25 IN ORDER AS SHOWN BY WALL ASSEMBLY SUB SiLL OR SHiM a a 2X CEDAR TRIM 14. PEEL OFF SECOND BACKING PAPER AND SEAL SEAL WiTH HENRY BLUESKiN TAPE NUMBERS INTERIOR EXTERIOR TO BE PRESSURE ° a CONCRETE SLAB OR SIM ONTO THE WALL FACE/FACADE AND PRESS ON TREATED FIRMLY TYP WINDOW SILL 6 TYP DOOR THRESHOLD % HENRY BLUESKIN WP25 FLASHING DTL 8 HENRY BLUESKIN WP25 FLASHING DTL @ EXTERIOR 3 1" = 1'-0" N.T.S.111 =1-0N.T.S. TYPICAL WINDOW NOTE: 1. INSTALL BACKER ROD AND/OR FOAM INSULATION @ ANY GAP BETWEEN WINDOW AND ROUGH FRAME, TYP 1/2" GWB, TYP WOOD TRiM GWB WRAP TO TO MATCH EXISTING MATCH EXISTING; WOOD TRiM TO WOOD TRiM TO WD TRIM PER TYP GWB REVEAL TO MATCH EXiSTiNG MATCH EXISTING DETAIL 12/A4.2 DOOR PER SCHEDULE MATCH EXiSTiNG tE TYP TYP WALL ASSEMBLY WINDOW PER WINDOW WOOD BASE TO SCHEDULE LiNE OF DOOR LiNE OF DOOR DOOR JAMB WINDOW PER WINDOW JAMB, TYP JAMB, TYP DOOR FRAME WD TRiM PER TYP MATCH EXISTING SCHEDULE DOOR PER DOOR DOOR PER SCHEDULE DETAIL 12/A4.2 DOOR PER DOOR SCHEDULE 1/2" GWB FiNiSH FLOORING SCHEDULE LJIL EXT. WN DW TRIM TYP I NT. WN DW TRIM TYP E�XT�.DOOR TRIM TYP I NT. DOOR�T RIM TYP I NT �DOOR HEAD /� TYP I NT DOOR JAMB TYP WD BASE DTL O �J 1 1 =1'-0 12 1 =1'-O 1 `t 1 CL CL DOOR, WHERE OCCURS DOOR, WHERE OCCURS POST PER STRUCTURAL TYP ROOF ASSEMBLY 9 FiNiSH WOOD FLOORING FiN15H WOOD FLOORING WRAP W/ 1x_ CEDAR, GLUE & NAiL; VAULTED CEILING PAINTED, TYP SCHLUTER TRANSITION SCHLUTER 5CHiENE TRANSITION STRIP, ALUMINUM CARPET TiLE FLOORING MITERED CORNERS, TYP BEAM PER SUBFLOOR SUBFLOOR STRUCTURAL STRIP, ALUMINUM it WRAP W/ 1x3 CEDAR, GLUE & NAiL; PAINTED, TYP 1x8 WD TRiM 1/2" REVEAL, TYP TYP WD TO CRPT TRANSITION 17 TYP WD TO TILE TRANSITION Q WRAPPED POST DETAIL WRAPPED�BETL 16 1-1/2" 1 1/21-1/2 INSTALLED Z WINDOW Z w w m m zLLJ z Lu U z w > O 0 w 00 vJ Q Q U) z � � z O O N dy z w = O 9716 REGISTERED ARCHITECT /,,,• 4�' - 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: 1 /29/2021 DATE: 3/15/2021 PERMIT SET TYP. DETAILS RES U B Mar 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A4,2 STRUCTURAL NOTES C3�J (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 DECK 15 PSF LIVE LOADS: ROOF (SNOW LOAD) 25 PSF RESIDENTIAL 40 PSF DECK 60 PSF (LIVE LOADS ARE REDUCED WHERE PERMISSIBLE PER IBC SECTION 1607.10). EARTHQUAKE LOADS: EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7-10 SECTION 12.8. SITE CLASS (ASSUMED) D SHORT PERIOD SPECTRAL RESPONSE ACCEL (SS) 1.279 ONE SECOND SPECTRAL RESPONSE ACCEL (SI) 0.501 SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCEL (SDS) 0.853 ONE SECOND DESIGN SPECTRAL RESPONSE ACCEL (SDI) 0.501 RISK CATEGORY II SEISMIC IMPORTANCE FACTOR 00 1.0 SEISMIC DESIGN CATEGORY D BASIC SEISMIC FORCE -RESISTING -SYSTEM WOOD BEARING WALLS RESPONSE MODIFICATION FACTOR, (R) 6.5 REDUNDANCY FACTOR (p) 1.0 SEISMIC RESPONSE COEFFICIENT (CS) 0.131 W = TOTAL SEISMIC DEAD LOAD AS DEFINED PER ASCE 7-10 SECTION 12.7.2. BASE SHEAR (V), V = CSW = RD I W WIND LOADS: BASIC WIND SPEED (3 SECOND GUST) 110 MPH EXPOSURE B KZT 1.0 SEE PLANS FOR ADDITIONAL DESIGN LOADS. STATEMENT OF SPECIAL INSPECTIONS SPECIAL INSPECTIONS ARE REQUIRED AS INDICATED IN THE FOLLOWING TABLE. THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK IN ACCORDANCE WITH CHAPTER 1704.4 OF THE IBC. CONCRETE CONSTRUCTION - SPECIAL INSPECTION IS REQUIRED IN CONFORMANCE WITH IBC SECTION 1705.3 AND TABLE 1705.3. SPECIAL INSPECTION FOR THE ABOVE SYSTEMS SHALL BE AS INDICATED IN THE SPECIAL INSPECTION TABLE BELOW. STRUCTURAL OBSERVATION OF THE STRUCTURAL SYSTEM BY THE ENGINEER IS NOT REQUIRED. FREQUENCY AND DISTRIBUTION OF REPORTS - INSPECTION REPORTS SHALL BE PROVIDED FOR EACH DAY ON SITE BY SPECIAL INSPECTOR. STRUCTURAL OBSERVATION REPORTS SHALL BE PROVIDED AFTER EACH OBSERVATION. REPORTS SHALL BE DISTRIBUTED TO THE CONTRACTOR, ARCHITECT, ENGINEER AND BUILDING OFFICIAL. SPECIAL INSPECTION OPERATION CONT PERIODIC REMARKS SOILS FOUNDATION BEARING CAPACITY VERIFICATION X GEOTECH ENGINEER CONCRETE ADHESIVE ANCHORS X IF REQ'D WOOD FRAME SHEARWALL & DIAPHRAGM NAILING X SPACING s 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: NOT AVAILABLE AT TIME OF DESIGN ALLOWABLE SOIL PRESSURE: 2000 PSF (ASSUMED - TO BE FIELD VERIFIED DURING CONSTRUCTION) LATERAL EARTH PRESSURE: (ASSUMED - TO BE FIELD VERIFIED DURING CONSTRUCTION) UNRESTRAINED: 35 PCF + ANY APPLICABLE SURCHARGE RESTRAINED: 55 PCF + ANY APPLICABLE SURCHARGE PASSIVE: 200 PCF COEFFICIENT OF FRICTION: 0.35 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. CONCRETE ALL CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH CHAPTER 26 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 PC WATER/CEMENT CONTENT PER CUBIC MAXIMUM SHRINKAGE STRAIN RATIO YARD SLABS ON GRADE 3000 PSI 0.55 5 1/2 SACK N/A FOOTINGS 3000 PSI 0.55 5 1/2 SACK N/A WALLS 3000 PSI 0.45 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 26 OF ACI 318. ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BE AIR -ENTRAINED IN ACCORDANCE WITH ACI 318 TABLE 19.3.3.1 FOR MODERATE EXPOSURE CLASS F1. *PROVIDE f'c SPECIFIED IN TABLE FOR DURABILITY REQUIREMENTS. 2500 PSI CONCRETE MEETS STRENGTH REQUIREMENTS, THEREFORE SPECIAL INSPECTION IS NOT REQUIRED. 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. MECHANICAL SPLICING OF REINFORCING BARS, WHERE INDICATED ON THE DRAWINGS, SHALL BE BY AN ICBO APPROVED SYSTEM, SHALL DEVELOP 125% OF THE SPECIFIED YIELD STRENGTH OF THE BAR, AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 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 1 55 22 93 1 72 30 NOTES: 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 WALL REINFORCING PROVIDE THE FOLLOWING MINIMUM REINFORCING UNLESS NOTED OR DETAILED OTHERWISE (GRADE 60): THICKNESS REINFORCING PLACEMENT 6" WALLS #4 @ 13" OC EA WAY CENTERED 8" WALLS #5 @ 15" OC EA WAY CENTERED 10" WALLS #4 @ 16" OC EA WAY, EA FACE 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. 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) SLEEPERS DOUG-FIR STUD 700 - LIGHT FRAMING (STUDS) HEM -FIR STUD 675 800 2x JOISTS AND PLANKS HEM -FIR #2 850 - PLATES AND BLOCKING HEM -FIR #2 850 - 6x AND LARGER BEAMS AND STRINGERS DOUG-FIR #2 875 - 4x AND SMALLER BEAMS AND STRINGERS HEM -FIR #2 850 - ALL POSTS AND TIMBERS DOUG-FIR 1 #1 1200 1 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" 0 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. 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") LSL 1.55E 2,325 310 - BEAMS & POSTS LVL 2.0E 2,600 285 2,510 POSTS (d < 9 1/2") PSL 1.8E 2,400 190 2,500 BEAMS (d >_ 9 1/2") PSL 2.0E 2,900 290 - 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. GLUE -LAMINATED TIMBER GLUE -LAMINATED TIMBER SHALL BE DOUGLAS FIR, FABRICATED IN CONFORMANCE WITH ANSI/AITC STANDARD A190.1, LATEST EDITION. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. FABRICATOR SHALL BE CERTIFIED. MEMBERS SHALL BE OF THE FOLLOWING MINIMUM STANDARDS: SPAN COMBINATION Fb SIMPLE SPAN BEAMS 24F-V4 2400 PSI CANTILEVER OR MULTI -SPAN BEAMS 24F-V8 2400 PSI WOOD I -JOISTS, MANUFACTURED BY WEYERHAEUSER 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 I -JOISTS ARE TO BE CONNECTED TO FLUSH BEAMS OR WOOD LEDGERS WITH SIMPSON IUS, ITS, OR MIT HANGERS. PROVIDE WEB STIFFENERS AS REQUIRED. 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. 2. WALL BASE PLATE ON CONCRETE WALL PLATES BEARING ON CONCRETE SHALL BE PRESSURE -TREATED. FOR ALL EXTERIOR AND INTERIOR WALLS, BOLT PLATES OR SILLS TO CONCRETE STEM WALLS OR THICKENED SLAB FOOTINGS 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 END OF PLATES, 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. INTERIOR NON-STRUCTURAL WALLS MAY BE ANCHORED TO CONCRETE SLAB -ON -GRADE WITH 1/4" x 3" POWDER ACTUATED FASTENERS WITH 3/4" WASHERS AT 16" OC AND WITHIN 6" OF END OF PLATES. 3. ROOF AND FLOOR FRAMING PROVIDE 1 1/2" FULL DEPTH BLOCKING FOR JOISTS AND RAFTERS AT ALL SUPPORTS AND AT 8'-0" OC MAXIMUM UNO. INTERMEDIATE 8'-0" OC BLOCKING NOT REQ'D IF GWB CEILING IS INSTALLED DIRECTLY TO UNDERSIDE OF FRAMING. 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. 6. GYPSUM WALLBOARD NAILING 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. RESUB Mar 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 01/28/Z J a F- F- Z 2 O_ m (Z N H U :E (n � LLI w 0 d rH LLI rl� Q 00 C O Y Q DESIGN: LMS DRAWN: ATD CHECK: DMT JOB NO: 20456.10 DATE: 01 /28/21 W N U � Z O W00 ' 0) 0 NaQ z00o 00 O Z Z N O O rn O Lj SHEET: Simi w zz J STRUCTURAL NOTES 14= ". 4a�ohl (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) ENGINEERING GENERAL 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, ELECTRICAL, AND PHONE (425) 778-8500 MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FAX (425) 778-5536 CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. CONTRACTOR TO SEE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL 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 15 M. ?, ENGINEER. of WAs� '� icy o jr�� t11 IE7 45901 �`SIONAL� Alk 0/ 28/ loor 2J I- H O � N w H U In w w a LLI � Q 00 O Y Q DESIGN: LMS DRAWN: AT _ CHECK: DMT JOB NO: 20456.10 DATE: 01 /28/21 VO AN Z O Z W W co p Q 0) _J Q 0Q � 0 00 p C) Z Z N O O p W" w (� U- SHEET: RESUB Mar 16 2021 CITY OF EDMONDS Sim DEVELOPMENT SERVICES DEPARTMENT LEGEND DEFINITION SYMBOL DEFINITION SYMBOL DIRECTION OF FRAMING EXTENT OF FRAMING NATIVE SOIL GRANULAR FILL � � �=� � �=� � �=� � �=� � � — — — — — COLUMNS COLUMN BEARING ON BEAM BEAM CONTINUOUS OVER SUPPORT CONCRETE WALL STRUCTURAL STEEL RATED SHEATHING SHEAR WALL (SEE SCHEDULE) P SWX COLUMN MARK (SEE SCHEDULE) BEARING STUD WALL � FOOTING MARK (SEE SCHEDULE) O NON -BEARING HOEDOWN MARK ABBREVIATIONS (A) ABOVE GLB GLUE -LAMINATED BEAM AB ANCHOR BOLT HORIZ HORIZONTAL KING POST ALT ALTERNATE KIP ARCH ARCHITECT KSI KIPS PER SQUARE INCH ANGLE MECHANICAL (B) BELOW L BD BAR DIAMETER MECH BLKG BLOCKING MF MOMENT FRAME BM BEAM MTL METAL BOT BRNG BOTTOM NS NEAR SIDE BEARING OC ON CENTER BTWN CJP BETWEEN OPP OPPOSITE PLATE COMPLETE JOINT PENETRATION PL CLR CLEAR PLCS PLACES CMU CONCRETE MASONRY UNIT PSI POUNDS PER SQUARE INCH COL COLUMN PSF POUNDS PER SQUARE FOOT CONC CONCRETE P/T POST TENSIONED CONN CONNECTION PT PRESSURE TREATED CONT CONTINUOUS REINF REINFORCING REQUIRED COORD COORDINATE REQ'D DBL DOUBLE SCHED SCHEDULE DET DETAIL SIM SIMILAR DIA DIAMETER SOG SLAB ON GRADE DIM DIMENSION STD STANDARD DIR DIRECTION STIFF STIFFENER EA EACH STL STEEL ELEV ELEVATION SYMM SYMMETRICAL ES EACH SIDE SW SHEARWALL EX EXISTING TOC TOP OF CONCRETE EXP EXPANSION TOS TOP OF STEEL FLR FLOOR TOW TOP OF WALL FDN FOUNDATION TYP TYPICAL CA' A" FOUNDATION PLAN SCALE: 1/4" = V-0" 2'-0" 0 2'-0" 4'-0" FOUNDATION PLAN NOTES: 1. REFERENCE TO SLAB ELEVATION SHOWN ON PLAN AND VERIFY W/ ARCH DRAWINGS. 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 AS SPECIFIED IN THE SOILS REPORT. 3. WHERE SLAB ON GRADE IS INDICATED, SLAB SHALL BE 4" THICK W/ #4 @ 18" REINF EA WAY IN UPPER THIRD OF SLAB. SLAB SHALL BE POURED OVER A 2" SAND LAYER OVER A 10 MIL VAPOR BARRIER OVER 4" OF 5/8" CRUSHED ROCK. 4. REFER TO PLAN AND "CONCRETE GENERAL NOTES" ON SHEET S1.1 FOR CONTROL JOINT PLACEMENT AND DETAIL 2/S4.1 FOR CONTROL JOINT CONSTRUCTION. 5. Q INDICATES FOOTING TYPE. REFER TO FOOTING SCHEDULE ON SHEET S3.1 FOR SIZE & REINFORCEMENT. 6. REFER TO SHEET S4.1 FOR FOUNDATION DETAILS. 7. PLACE ALL REINFORCEMENT PER THE STRUCTURAL NOTES AND FOUNDATION DETAILS. REFER TO SHEET S1.1 FOR ADDITIONAL CONCRETE DETAILING REQUIREMENTS. 8. FOUNDATION LEVEL HOLDOWNS ARE SHOWN ON MAIN FLOOR FRAMING PLAN. REFER TO HOLDOWN SCHEDULE ON SHEET S3.1 FOR HOLDOWN TYPES AND MAIN FLOOR FRAMING PLAN FOR HOLDOWN ANCHOR BOLT LOCATIONS. 9. REFER TO MAIN FLOOR FRAMING PLAN AND SHEAR WALL SCHEDULE ON SHEET S3.1 FOR LOCATION OF SHEAR WALL ANCHOR BOLTS. ANCHORAGE AT NON -SHEAR WALLS SHALL BE PER STRUCTURAL NOTES. 10. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, WALL LOCATIONS, AND CONCRETE ROUGH OPENINGS WITH ARCHITECTURAL DRAWINGS AND NOTIFY ALL PARTIES OF ANY DISCREPANCIES. 11. REFER TO DETAIL 3/S4.1 FOR PIPE PENETRATIONS THROUGH CONCRETE WALL OR FOOTINGS. 12. CONTRACTOR SHALL PROVIDE FOOTING AND SLAB SUBSTRATE PREPARATION, WATERPROOFING, AND BACKFILL & DRAINAGE BEHIND RETAINING WALLS PER GEOTECHNICAL REPORT. GEOTECHNICAL ENGINEER SHALL OBSERVE EXCAVATED SOIL CONDITIONS DURING CONSTRUCTION (AND GROUNDWATER CONDITIONS) AS REQUIRED, AND PROVIDE ADDITIONAL RECOMMENDATIONS IF NECESSARY BASED ON ACTUAL SITE CONDITIONS. RESUB Mar 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 Sll 2Pl 2 J a F- F- z 75 O m n N c U � (n � LLI w 0 a LLI rl� 1— 00 Q N n c-I O 1 DESIGN: LMS DRAWN: ATD CHECK: DMT JOB NO: 20456.10 DATE: 01 /28/21 i Ld Q F- 00 00 SHEET: S201 TYPICAL FLOOR FRAMING PLAN NOTES: M m M m SW6 N6 CIRCULAR STAIR CASE BY MFR MAIN FLOOR FRAMING PLAN SCALE: 1/4" = V-0" FJ 1 4x4 HF42 KNEE E ■ ■ = 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/S5.1. 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 S5.1 THRU S5.2 FOR TYPICAL FLOOR FRAMING DETAILS. 4. CONTRACTOR SHALL HAVE THE OPTION TO DRILL A 1 1/2"0 HOLE CENTERED IN THE DEPTH AND AT THE THIRD POINT OF THE SPAN FOR ALL WOOD FLUSH BEAMS SHOWN ON THE PLAN. 5. WALLS SHOWN ON THE FRAMING PLANS ARE WALLS BELOW THE FRAMING LEVELS INDICATED. HOLDOWNS SHALL BE PLACED AT THE BASE OF THE WALLS SHOWN. 6. TYPICAL HEADERS AT BEARING LOCATION SHALL BE 46 HF#2 UNO SUPPORTED BY A MINIMUM OF (1) CRIPPLE STUD AND (1) FULL HEIGHT STUD WHERE MAXIMUM SPAN = 5'-0". 7. COLUMNS NOT OTHERWISE SHOWN OR CALLED OUT ON PLAN SHALL BE (2) 2x STUDS. 8. UNLESS NOTED OTHERWISE ALL STUDS SHALL BE HF STUD GRADE AND SPACED AT 16" OC. 9. ALL BEAM -TO -BEAM CONNECTIONS SHALL BE SIMPSON HU FACE MOUNT HANGERS W/ MAX NAILING, UNO ON PLAN. 10. ALL BEAM -TO -COLUMN CONNECTIONS SHALL BE SIMPSON CCQ OR ECCQ COLUMN CAPS, UNO ON PLAN. 11. "FH" DESIGNATES FULL HEIGHT POST. FOUNDATION PLAN NOTES: 1. REFER TO SHEET S2.1 FOR FOUNDATION PLAN NOTES. RESUB Mar 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 01 / 28121 J a z O m n N cy ~ U � (n � LLI w 0 a LLI CIS! 00 Q C O Y Q DESIGN: LMS DRAWN: ATD CHECK: DMT JOB NO: 20456.10 DATE: 01 /28/21 V Z Q Ld U 3:: Cfl N Z L.L. W W MO W 0") Of Q O Ld = 3:: 0 F- Z pp w V) i L O Z NZ 0 Z = M Q w 0 0 a W J SHEET: S2m2 TYPICAL ROOF FRAMING PLAN NOTES: SIP C1 ROOF FRAMING PLAN SCALE: 1/4" = V-0" 2'-0" 0 2'-0" 4'-0" 1. WALLS SHOWN ON ROOF FRAMING PLAN ARE WALLS BELOW ROOF FRAMING. 2. BEAMS SHOWN ON ROOF FRAMING PLAN SHALL BE ABOVE DOUBLE TOP PLATE UNLESS USED AS A DOOR OR WINDOW HEADER. TRUSS MFR SHALL DESIGN TRUSSES TO ACCOMMODATE BEAMS ABOVE DOUBLE TOP PLATE. 3. ROOF SHEATHING SHALL BE 5/8" 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/S5.1 FOR SHEATHING LAYOUT AND NAILING. 4. UNLESS NOTED OTHERWISE, HEADERS AT ALL EXTERIOR WALLS SHALL BE 46 HF#2 WHERE MAXIMUM SPAN = 6-0". 5. COLUMNS NOT OTHERWISE SHOWN OR CALLED OUT ON PLAN SHALL BE (2) 2x STUDS. 6. STUD WALL FRAMING SHALL BE 2x HF STUDS @ 16" OC FOR ALL STUD WALLS SHOWN ON THE PLAN. 7. REFER TO SHEET S6.1 FOR TYPICAL ROOF FRAMING DETAILS. 8. REFER TO DETAIL 3/S5.1 FOR CONSTRUCTION OF MULTIPLE STUD COLUMNS. 9. REFER TO THE STRUCTURAL NOTES SHEET FOR COLUMNS SUPPORTING TYPICAL BEARING WALL HEADER BEAMS. 10. COLUMNS AND BEARING WALLS SHOWN ON PLAN SHALL BE CONTINUED DOWN TO THE FOUNDATION UNLESS CARRIED BY A BEAM BELOW. 11. HOLDOWNS SHOWN ON ROOF FRAMING PLAN SHALL BE PLACED ON UPPER FLOOR LEVEL. 12. ATTACH ALL RAFTERS TO WALLS BELOW WITH SIMPSON H2.5 HURRICANE TIES. 13. + + HATCHED AREAS INDICATE VALLEY TRUSSES @ 24" OC APPLIED ABOVE PLYWOOD SHEATHING. REFER + + TO TYPICAL OVERFRAMING DETAIL ON 3/S6.1. 14. "KP" DESIGNATES KING POST BELOW RIDGE BEAM. RESUB Mar 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 01 / 28121 J a F- F- z 75 O m n N c U � (n � LLI w 0 a LLI rl� F- 00 Q N n c-I O 1 II DESIGN: LMS III II CHECK: DMT III JOB NO: 20456.10 DATE: 01 /28/21 Z Q � Ld U 3:: Cfl O Z w � � Z Q Q L Z pp w Q �.L O co Z LL. Z N 0 0 = r--, M 0 w O rn o a W J SHEET: S2m3 HOEDOWN SCHEDULE MARK TYPE MIN CHORD SIZE STUD NAILS OR BOLTS ANCHOR BOLT (SEE NOTE 4) CAPACITY (LB) O MST37 (2) 2x (11) 16d EA END - 2,355 O MST48 (2) 2x (17) 16d EA END - 3,640 0 HDU2 (2) 2x (6) SIDS 1/4" x 2 1/2" SCREWS 5/8"� 2,215 4 HDU8 4x DF#2 (20) SIDS 1/4" x 2 1/2" SCREWS 5/8"S6 6,970 NOTES: 1. REFER TO THE LATEST SIMPSON STRONG -TIE CATALOG FOR ADDITIONAL INSTALLATION REQUIREMENTS. 2. REFER TO DETAIL 4/55.2 FOR INSTALLATION OF MST FLOOR TO FLOOR STRAPS. REFER TO DETAILS 6/55.2 FOR CONNECTION OF STRAP TO BEAM BELOW. 3. INSTALL HD HOEDOWNS AT NEW FOUNDATION WALLS OR THICKENED SLAB FOOTINGS PER DETAIL 6/54.1 AND AT EXISTING FOUNDATION WALLS OR THICKENED SLAB FOOTINGS PER DETAIL 7/54.1 4. AT ALL HOEDOWN CHORDS, PROVIDE PANEL EDGE NAILING PER SHEAR WALL SCHED. FOOTING SCHEDULE MARK FOOTING SIZE REINFORCING COMMENTS F1C 1'-4" x 1'-0" DEEP x CONTINUOUS (3) #4 CONTINUOUS DETAILS 8, 9 & 11/54.1 SEE NOTE 2 F2 2'-0" x 2'-0" x 1'-0" DEEP (3) #4 EACH WAY BOTTOM - F2.5 2'-6" x 2'-6" x 1'-0" DEEP (4) #4 EACH WAY BOTTOM - F2C 2'-6" x 1'-0" DEEP x CONTINUOUS (4) #4 CONTINUOUS - NOTES: 1. ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED NATIVE SOIL OR COMPACTED STRUCTURAL FILL PER GEOTECHNICAL ENGINEERING REPORT. 2. REINFORCEMENT SHALL BE CONTINUED FROM CONTINUOUS FOOTINGS THRU SPREAD FOOTINGS WHERE APPLICABLE. 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"� x 2 1/2" LTP4 OR A35 0.131"�_ x 3" @ 5/8"� AB SW6 ONE SIDE AND BLKG @ 6" OC @ 24" OC 6" OC @ 5'-0" OC 2x 242 15/32" 2x STUD 0.131"� x 2 1/2" LTP4 OR A35 0.131"� x 3" @ 5/8"� 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"� x 2 1/2" LTP4 OR A35 0.131"� x 3" @ 5/8"� 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"� x 2 1/2" LTP4 OR A35 0.131"� x 3" @ 5/8"� 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"� x 2 1/2" LTP4 OR A35 0.131"�_ x 3" @ 5/8"� AB 2SW4 BOTH SIDES AND BLKG @ 4" OC @ 10" OC 2" OC @ 2'-0" OC 2x 706 15/32" (2) 2x STUD 0.131"� x 2 1/2" LTP4 OR A35 0.131 x 3" 5/8"� AB 2SW3 BOTH SIDES AND BLKG @ 3" OC @ 7.5" OC @ 1.5" OC @ 1'-6" OC 2x 910 15/32" 3x STUD 0.131"� x 2 1/2" LTP4 OR A35 0.131 x 3" 5/8"� 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 JOIST SCHEDULE MARK JOIST SPACING REMARKS FJ1 11 7/8" TJI 360 12" OC SEE NOTE 3 FJ2 2x12 HF#2 16" OC SEE NOTE 2 RJ1 2x8 HF#2 24" OC SEE NOTE 2 RJ2 2x6 HF#2 24" OC SEE NOTE 2 CJ1 2x10 HF#2 24" OC - NOTES: 1. FOR JOIST HANGERS REFER TO THE LATEST SIMPSON STRONG -TIE CATALOG FOR ALL INSTALLATION REQUIREMENTS. 2. TIMBER JOISTS FRAMING INTO WOOD BEAMS SHALL USE JB OR HUTF-SERIES TOP FLANGE HANGERS. 3. PLYWOOD WEB JOISTS FRAMING INTO WOOD BEAMS SHALL USE ITS -SERIES TOP FLANGE HANGERS. 4= 0- C�� ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 Zg M. ?, F� �1 �`SIONAL� 012812 J a z 0 m � N F_ U �� ww a W I_ 00 O Y Q DESIGN: LMS DRAWN: ATD CHECK: DMT JOB NO: 20456.10 DATE: 01 /28/21 W N U O Z QW , 0) Q v ZO O 00 0 cn co Z W Z N O = _ � M U Lu O a-) 0 Z W (� u_ SHEET: RESUB Mar 16 2021 S3ml CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L11 117. COLUMN SCHEDULE MARK COLUMN SIZE COLUMN SIZE REMARKS 2x4 WALL 2x6 WALL C1 (2) 2x4 (2) 2x6 SEE NOTE 2 C2 (3) 2x4 (3) 2x6 SEE NOTE 2 C3 (4) 2x4 (4) 2x6 SEE NOTE 2 C4 4x6 HF#1 4x6 HF#1 - C5 - 6x6 DF#1 - NOTES: 1. REFER TO THE LATEST SIMPSON STRONG -TIE CATALOG FOR PRE -FABRICATED CONNECTION INSTALLATION REQUIREMENTS. 2. MULTIPLE STUD COLUMNS SHALL USE GRADE OF STUD INDICATED ON WALL FRAMING SCHEDULE. REFER TO DETAIL 3/55.1 FOR FABRICATION OF MULTIPLE STUD COLUMNS. 3. CONTRACTOR TO PROVIDE BLOCKING EQUAL TO COLUMN DIMENSIONS AT JOIST SPACE FOR COLUMNS CONTINUING TO FOUNDATION. BEAM SCHEDULE MARK BEAM REMARKS HANGER AS REQ'D BM1 4x6 HF#2 - HU46TF BM2 4x10 HF#2 - HU410TF BM3 6x10 DF#2 - HU610TF BM4 3 1/2" x 9 1/4" 2.0E PARALLAM PSL SEE NOTE 6 GLTV3.50/9.25 BM5 3 1/2" x 14" 2.0E PARALLAM PSL SEE NOTE 6 GLTV3.50/14.0 BM6 6 3/4" x 10 1/2" GLB - - BM7 5 1/8" x 15" GLB - - BM8 3 1/8" x 15" GLB - - NOTES: 1. REFER TO THE LATEST SIMPSON STRONG -TIE CATALOG FOR HANGER INSTALLATION INFORMATION. 2. REFER TO FRAMING PLANS AND NOTES FOR SUPPORTS AT BEAM ENDS. 3. ALL BEAMS EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 4. REFER TO PLAN NOTES FOR BEAMS &HEADERS AT BEARING LOCATIONS THAT ARE NOT CALLED OUT. 5. USE SIMPSON HUCTF SERIES CONCEALED FLANGE TOP FLANGE HANGER AT LOCATIONS WHERE OFFSET HANGERS WOULD OTHERWISE BE REQUIRED. 6. IF PSL SUPPLIER DOES NOT STOCK EXACT DEPTH OF BEAMS LISTED, CONTRACTOR SHALL COORDINATE WITH SUPPLIER TO RIP BEAMS TO EXACT DIMENSIONS LISTED IN TABLE. "All CORNER BARS x I Q MAY BE SUBSTITUTED FOR ALL 0 1—nAnr i�� uc vrnr r L/'i l.L VLI\I I\LIIVI VV IJIVL L/\l..Lr I AS OTHERWISE NOTED OR SHOWN TYPICAL CONCRETE WALL REINFORCING DETAIL SCALE: NTS T/2 F- J Cl. U >- m kRS TO MATCH DOTING A REINF JRBED EARTH OR �TED FILL PER JRAL NOTES T = FTG THICKNESS PER PLAN, SCHED, AND DETAILS TYPICAL STEPPED WALL FOOTING SCALE: 1/2" = V-0" 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 Oo�o°o o n I I 0 00, 6 Ooo Oo Oo 0 000°00 a a a — m U 1 MAXIMUM SIZE &REINF SLOPE PER PLAN & SCHED IN ALL AREAS WITH EXPOSED CONC FLOORS, EDGE SLAB WITH 1/8" MAX RADIUS AND FILL JOINT WITH SEALANT PROVIDE 5/8"0 x 2'-0" SMOOTH SLIP DOWEL BARS AT 12" OC, TYP UNO CONC SLAB ON GRADE SLAB REINF AT CENTER OF SLAB OR AT TOP AND BOT. REINF SHALL NOT PASS THRU JOINT X X X X N GREASE THIS HALF OF BAR TYPICAL CONSTRUCTION JOINT SAWCUT JOINT - IN ALL AREAS WITH EXPOSED CONC. FLOORS, FILL JOINT IF BAR REINF USED, PROVIDE WITH SEALANT. IN LIEU OF SAWCUT CONC SLAB ON GRADE 'Z' BARS W/ LAP SPLICE PER JOINTS CONTRACTOR MAY USE ZIP STRUCTURAL NOTES STRIP PLACED WITH SLAB SLAB REINF AT CENTER OF SLAB STEP SLAB OR AT TOP AND BOT PER PLAN X X X X X X X X X Ns 1'-0" MIN TYPICAL CONTRACTION JOINT TYPICAL SLAB STEP TYPICAL SLAB ON GRADE DETAILS O\00°0° 0 °0 0000 o �° O° ° OO 00 °°� Q 0000 0°0 III — /A/ =III=III—III: 1 LINE OF MAX EXCAVATION. IF SOIL IS OVER EXCAVATED, REPLACE WITH LEAN MIX CONCRETE. FIRM BEARING SOIL OR COMPACTED STRUCTURAL FILL TYPICAL FOOTING DRAIN SCALE: 1" = V-0" STUD WALL PER FRAMING PLAN NOTES AB PER SHEAR WALL SCHED OR STRUCTURAL NOTES PT SILL PL SLAB ON GRADE AND SUBGRADE PER PLAN 0� —0 CONTINUOUS FOOTING DETAIL SCALE: 1" = V-0" SCALE: 1" = V-0" NOTE: WHERE CONCRETE WALL WITH HT > 3'-0" EXISTS, ROD MAY EXTEND 24" MIN INTO WALL W/ NUT & WASHER AS SHOWN COUNTERSINK ADDITIONAL END STUD AS REQ'D THREADED ROD AS REQ'D FOR HOLDOWN W/ NUT AND WASHER AT BASE. EXTEND ROD INTO FTG, TYP LINO TOP OF FTG HOLDOWN DETAIL SCALE: 1" = V-0" PER PLAN AND SCHED SECTION V SCALE: 1" = 1'-0" SHEAR WALL PER PLAN AND SCHED HOLDOWN PER PLAN AND SCHED II II II II II II a, II DRILL & EPDXY #4 @ 18" OC DOWELS INTO WALL W/ HILTI-HY 200 EPDXY & 4" EMBED LAP W/ SLAB REINF o Q PER STRUCT NOTES bog COUNTERSII\ END' THREADED FOR HOLDOWI WASHER AT ROD INTC TOP OF FTG FOOTING DRAIN 000 PER TYP DETAIL ° °� p0° °� ° °° °° 0° 0 °0 0o000 o°0° 0 0 0 O °0 o 00 ° ° O000 00 a Y JJ / / SECTION SCALE: 1" = V-0" CONC SLAB ON GRADE SLAB REINF AT CENTER OF SLAB OR AT TOP AND BOT X X X a 1 1 gig: 2 i TRENCH EXCAVATION PARALLEL TO FTG SLEEVES TO CLEAR PIPE 1" ALL SIDES TOF BOF o x ac M G VO PIPES ALLOWED IN PHIS REGION. LOWER =TGS AS REQ'D LOWER BOFIj AS REQ'D _ z PIPE TRENCH EXCAVATION PARALLEL 9 MIN TYP TO FOOTING IS NOT ALLOWED BELOW THIS LINE. STEP FTG AS REQUIRED FOR THIS CONDITION TYPICAL PIPE PENETRATION AT WALLS AND FOOTINGS SCALE: 1/2" = V-0" EXISTING FOUNDATION HOLDOWN DETAIL SCALE: 1" = V-0" (2) #4 TOP SLAB ON GRADE AND a SUBGRADEPER FOUNDATION PLAN NOTES • 0Op 0°p" Op 0°p" 0o0 °Oo 0 °0 oo0 °Oo 00°0 8" CONCRETE STEM WALL W/ #4 @ 12" OC EA WAY CENTERED NOTES: 1. AT "SIM" SECTION SEE 7/S5.2 FOR JOIST CONNECTION TO TOP OF CONCRETE WALL. 2. CONTRACTOR TO TEMPORARILY SHORE WALL PRIOR TO SLAB INSTALLATION AT TOP OF WALL. o� z LLB o a0-w LL._ LLj z U Le--- 0 w m 8" U ALTERNATE HOOKAS SIZE AND REINF SHOWN PER SCHED z I . e •I. N � N z_ I: o - m v A NOTE: SILL PL AND AB DIA RAISE STEM WALL AS REQ'D AT PERIMETER AREAS AND SPACING PER WHERE NEEDED DUE TO CIVIL GRADES. SHEAR WALL SCHED (2) #4 CONT TOP STUD WALL PER FRAMING PLAN NOTES PROVIDE BLOCK OUT AT DOOR OPENINGS SHEATHING AND NAILING SLAB ON GRADE AND PER PLAN AND SHEAR SUBGRADE PER WALL SCHEDULE z Q FOUNDATION PLAN #4 @ 12" OC EA WAY 00 PAVING OR FINISHED "' CENTERED IN WALL GRADE PER ARCH DRAWINGS 0TT —1 ° O. 00 0oo 00 0 ° 000 ° C°°o OR OO 00°0 0°° O 00 O 00°o o o 0 go- O°��- z 0 w U V) w FOOTING DRAIN / / 811 PER DETAIL 3 m / ALT HOOK AS SIZE & REINF SHOWN PER PLAN & SCHED Q a cr LLJ cc mu SIZE & REINF PER PLAN °o O°00 0 O Oo0°Oo r, 0°O 0°0 00 ° ° 0° 0° °0 0 0 F- w TYPICAL STEM WALL DETAIL SCALE: 1" = V-0" COL PER PLAN SIMPSON MPB66Z POST BASE #4 HORIZONTAL SQUARE SHAPED V-4" SQ CONCRETE TIES @ 3" OC PLINTH IT ^ — I' A ® (8) #4 VERTICAL DOWELS W/ 90° HOOK MOMENT RESISTING POST FOOTING I SCALE: 1" = V-0" #4 HORIZONTAL DIAMOND SHAPED TIES @ 3" OC (8) #4 VERTICAL DOWELS W/ 90° HOOK (3) #4 BARS EA WAY, TOP & BOT I V-4" SQ CONCRETE PLINTH SECTIONA - A RESUB Mar 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT o �I ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 012812 II J H z O m 0 H U � c LIJ Lu LLJ 1-- 00 Q C) � O Y 0' Q DESIGN: LMS DRAWN: ATD CHECK: DMT JOB NO: 20456.10 DATE: 01 /28/21 (In W N U Z O W00 , 0) 0 Q N Q F— Z 00 O Z Z N O O a-) 0 SHEET: S4.1 C3�J STAGGER NAILS ON EA SIDE OF PANEL JOINT AS REQUIRED PER SHEAR WALL SCHED . . . . . . . . . . . . . . . . . 1.1 I•I 1'1 1'1 1'1 1.1 1 I•I II II II II II II III I j I I I I I I I I 1 I ICI II II II (� HEADER PER PLAN •11 II II I II II II II I I l i 1 1 I I I •1 � I I I I I 1 1 I I I•I 1 I j I I I I FRAMING AT ADJOINING CRIPPLE STUDS PER 1 1 1 1 I I I I I I I I PANEL EDGES PER SHEAR 11 I PLAN; DO NOT CUT III 1 1.1 I•I I I• I'I WALL SCHED 1 AWAY MATERIAL FROM 1 I• I I I I I. 1 I I I 1 1 I I CRIPPLE STUDS I I 1 1 I I I •I I 1 1 I I 1 1 1 1 1 I I I I 11 I I I I I I I I I I• I I I•I 1 11 11 I• I I 11 11 11 I I 111 I .I II II II III 1 I.j I I j l ICI ICI ICI ICI I•I I FULL -HEIGHT 1 I•I 1 HOLDOWN CHORD III 1 1 1 I I I .I 1 1 I I I I I I 1 1 1 1 I I I I 1 1 I I •- ,J U;-- ;--H•H- ;-- ;-H F�---•-- • I•I 1 1 1 I I I I 1 1 ---- 1 1 1 1 Lj I I � �I 1.1 LI ICI ICI 11.11 II II 1' I II II II II 1111 II II 1 I II II II II II.11 II II I' I 11 II II II 1111 II II 1.I II II II II III 1 1.1 I•I I I 1�1 ICI ICI ICI 11.11 II II 1' I II II II II 11 II I.I II II II II II II 1 I II II II II II AB W/ SIMPSON BP 1 1 I I �• �1 I I I I I I I PL WASHER, TYP I•I I I 1�1 ICI ICI ICI II 1' I II II II II II I.I 11 II II II II 1 I II II II II PT SILL PL PER SHEAR II WALL SCHED I I I •I A I I I I I I I I I•I I. I 1 I•� I'I ICI ICI II i-------L J1 -- - -- I I I I I I _1L------1-------1 I I -III III - 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" II II II II II 11 II II II 1;( 1L_ _ -IL ______1 11 AB SIZE AND SPACING A I III- I I II PER PLAN AND SHEAR I I II II/ WALL SCHEDULE, TYP RIM BOARD \\ OR BLOCKING EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP 0.131"0 x 3" NAILS @ 9" OC (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 B. 'T' INTERSECTION TYPICAL WALL INTERSECTION DETAIL SCALE: 1" = V-0" 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 NUT W/ SIZE TO MATCH HOLDOWN ANCHORAGE 1/2" TO HEATHED EDGE PANELEDGE II NAILING PER SHEAR I I WALL SCHED I I II CONTINUE HOLDOWN CHORD I I TO FOUNDATION CONCRETE STEM WALL CONCRETE FOOTING 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 PLATE WASHER PER SHEAR WALL SCHED SECTION A -A SCALE: 1 1/2" = V-0" NOTE: STAGGER SHEATHING AS SHOWN. (IBC TABLE 2306.3.1, CASE 1 SHEATHIf PANEL, T CONTINUOUS PANEL EDGES SUPPORTED PANEL EDGES 2x OR 3x BLOCKING ONLY IF BLOCKED DIAPHRAGM (SHEAR WALL, BEAM, OR DRAG STRUT) TYPICAL FLOOR/ ROOF SHEATHING DETAIL SCALE: NTS 2 1/4" END 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 TOP CHORD / 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 STUD TOP CHORD SPLICE BOTTOM CHORD SPLICE EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP (2) ROWS OF 0.131" 0 x 3" NAILS @ 9" OC EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP (2) ROWS OF 0.131" 0 x 3" NAILS @ 9" OC (EACH SIDE OF PARTY WALL) STUD WALL PER FRAMING PLAN NOTES, TYP SHEATHING (OR GWB) AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP C. PARTY WALL INTERSECTION TYPICAL TOP PLATE SPLICE DETAIL SCALE: 1" = V-0" NOTE: SUPPORTS AT SOLID POSTS SIM BEAM PER AND SCHE SIMPSON LTP4 C A35 FRAMI1' ANCHOR EACH SII OF BEA SOLID OR MULT STUD COLUMN PER F, BEAM WIDTH, MIN LINO PARALLEL TO STUD WALL In - 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" TYP DOUBLE TOP PLATE SIMPSON A35 (ONLY REQUIRED AT EXTERIOR HEADERS GREATER THAN 6' SPAN) (6) 0.131 0 x 3 NAILS - TYPICAL STUDS BEAM OR HEADER PER PLAN AND NOTES NAILING PER TYP BUILT-UP STUD COLUMN DETAIL AT HOLDOWNS: PROVIDE FULL HT CRIPPLE 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,.,,. PERPENDICULAR TO STUD WALL STUD WALL RESUB Mar 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 012812 1 H H z O m 0_ N 0_ H U :E (n = LIJ Lu LLI 00 Q O Y 0_ Q DESIGN: LMS DRAWN: ATD CHECK: DMT JOB NO: 20456.10 DATE: 01 /28/21 W N U � z O � > 0) ow a N Q F- z 00 0 Q O V) Z z N O = � M omo � � w SHEET: aIVA I `p-pp.9 S5ml SILL PLATE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES SHEATHING AND NAILING PER PLAN 1 1/2" LSL RIM 1 1/2" LSL RIM SILL PLATE NAILING PER SHEAR WALL SCHEDULE BREAK SHEATHING AT RIM AND PROVIDE PANEL BREAK SHEATHING NAILING EA SIDE OF AT PLATE UNO JOINT PER SW SCHED PANEL EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR I -JOISTS PER PLAN PANEL EDGE NAILING STRUCTURAL NOTES AND SCHEDULE PER PLAN AND SHEAR WALL SCHEDULE OR SHEATHING AND 2x4 BLOCKING AT STRUCTURAL NOTES NAILING PER PLAN AND SHEAR WALLS SHEATHING AND SHEAR WALL SCHEDULE NAILING PER PLAN AND OR STRUCTURAL NOTES STUD WALL PER SHEAR WALL SCHEDULE FRAMING PLAN NOTES F OR STRUCTURAL NOTES NOTE: NON -SHEAR WALL NAILING SHALL BE PER IBC TABLE 2304.9 A. TYPICAL FRAMING TYPICAL STU D WALL FRAM I NG DETAI L SCALE: 1" = V-0" CRIPPLE STUD(S)-PER PLAN, NOTES, OR SCHED EADER PE LAN HOLDOWN STRAP PER PLAN & SCHEDULE. INSTALL PER DETAIL WF7C RIM JOIST SHEATHING AND NAILING PER PLAN I -JOISTS PER PLAN AND SCHEDULE STUD WALL PER FRAMING PLAN NOTES B. ALTERNATIVE SHEAR WALL FRAMING FULL -HEIGHT HOLDOWN CHORD PER HOLDOWN SCHED I I•I I•I FUR DOWN I ' HEADER AS REQ'D I I 1 1'l l 1 1'I IIII LUMN PER PLAN �•� I A SCHED I I•I I FULL-H GHT HOLDOW I I•I I IIII CHORD P HOLDO I I•I SCHED I•I (2- 2x MIN) I•I III II Illj jl'I II II IIII 11'I I NOTE: SHEATHING AND NAILING PER FOR NOTES AND DETAILS PLAN AND NOT CALLED OUT REFER SHEAR WALL TO DETAIL 1 SCHEDULE OR STRUCTURAL NOTES (4) 10d NAILS 2x WOOD RIM JOIST I.I II I.I II I.I SHEATHING PER PLAN I I AND SHEAR WALL I.I SCHEDULE, TYP II FLUSH BEAM PER PLAN RIM JOIST PER TYP DETAILS EXTEND BEAM 6" BEYOND STUDS TYPICAL HOLDOWN OVER OPENING DETAIL SCALE: 1/2 = V-0" (3) 0.131 x 3" NAILS EACH END WOOD JOISTS PER PLAN AND SCHEDULE 2x WOOD BLOCKING @ 4'-0" OC MAX EXTERIOR WALL PARALLEL TO 2x JOISTS SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES 1 1/2" LSL RIM JOIST TYPICAL STUD WALL FRAMING DETAIL SCALE: 1" = V-0" INVERTED HOLDOWN STRAP PER PLAN & SCHEDULE INSTALL PER DETAIL 4 HOLDOWN PER PLAN & SCHED NOTE: FOR ADDITIONAL INFORMATION REFER T DETAIL WF1T SHEAR WALL PER PLAN HOLDOWN STRAP PER PLAN, FIELD BEND AROUND BEAM BEAM PER PLAN (DIRECTION VARIES) JOIST R (DIRECTION EXTERIOR WALL PARALLEL TO I -JOISTS FLUSH BEAM HEADER TYPICAL STRAP HOLDOWN TO WOOD BEAM SCALE: 1" = V-0" LS .131 x 3" S EACH END STS PER PLAN SCHEDULE ?" LSL t3LUCKING @ 4'-0" OC MAX SHEAR WALL PER PLAN HOLDOWN STRAP PER PLAN, FIELD BEND AROUND BEAM CONTINUOUS RIM HEADER BEAM PER PLAN NOTE: AT SIM SECTION A35 NOT REQUIRED. SHEATHING AND NAILING PER PLAN 2x BLOCKING SILL PLATE NAILING PER SHEAR WALL SCHEDULE PANEL EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES SIMPSON A35 PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES JOISTS OR I -JOISTS PER PLAN & SCHEDULE, LAPPED OR BUTTED 2x4 BLOCKING AT SHEAR WALLS INTERIOR BEARING ON BOTH SIDES TYPICAL STUD WALL FRAMING DETAIL SCALE: 1" = V-0" SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHED SILL PLATE NAILING PER SHEAR WALL SCHED 2x RIM LTP4 FRAMING ANCHOR W/ SPACING PER SHEAR WALL SCHED NOTE: FOR NOTES & DETAILS NOT SPECIFICALLY CALLED OUT REFER TO DETAIL 11/S4.1. SHEATHING & NAILING PER FOUNDATION PLAN NOTES JOIST PER PLAN SIMPSON A35 EVERY / OTHER JOIST PT SILL PL W/ ANCHOR BOLT SIZE & SPACING (2) #4 CONT PER SHEAR WALL SCHED FURRING WALL PER 000 0°0 0 0o ob 000 ° ARCH 00 00 0 00 00 0 o° o 0 00 0° o 0 00 �o SECTION SCALE: 1" = V-0" 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" C3�J ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 J a H H Z 75 O m I N 0' H U :5; (n = LI Lu 01 / 28121 W --- 00 Q C O Y (Y Q DESIGN: LMS SHEATHING & NAILING DRAWN: ATD PER PLAN AND SHEAR SILL PLATE NAILING PER CHECK: DMT WALL SCHEDULE OR PLAN AND SHEAR WALL STRUCTURAL NOTES SCHEDULE OR JOB NO: 20456.10 TAPER SLEEPERS TO STRUCTURAL NOTES DATE: 01 /28/21 SLOPE PER ARCH JOIST PER PLAN DECK JOIST SIMPSON HUTF TOP PER PLAN FLANGE HANGER SIMPSON MIU FACE BEAM PER PLAN MOUNT HANGER SECTION RESUB Mar 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N Q W 0 U � 0 Z o 00 Z o w > 0) V) < Q z 00 0 0 0 z z N 0 0 2 I� Q w 0 m 0 z W 11 J SHEET: S5m2 DIAPHRAGM BOUNDARY NAILING PER ROOF FRAMING PLAN NOTES FULL DEPTH BLKG RIPPED TO MATCH SLOPE OF ROOF PROVIDE BOUNDARY NAILING AT TOP PLATE PER SHEAR WALL SCHEDULE SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULE ROOF SHEATHING AND ROOF RAFTERS NAILING PER ROOF PER PLAN FRAMING PLAN NOTES F — CEILING JOIST PER PLAN 2x4 BLKG W/ SILL PL NAILING PER SHEAR WALL SCHED SIMPSON H2.5A TIE STUD WALL FRAMING PER PLAN NOTES TYPICAL RAFTER SUPPORT DETAIL SCALE: 1" = V-0" DIAPHRAGM BOUNDARY NAILING PER ROOF FRAMING PLAN NOTES FULL DEPTH BLKG RIPPED TO MATCH SLOPE OF ROOF 16d @ 6" OC SHEATHING AND NAILING PER ROOF FRAMING PI ^"' 2x FLAT OL SILL PLA PER SHEA- NAILING PER SHEAR VW FULL HEIi AT TYPICAL RAFTER END SECTION SCALE: 1" = V-0" ROOF SHEATHING AND NAILING PER ROOF FRAMING PLAN NOTES ROOF RAFTERS PER PLAN 2x4 BLKG W/ 16d @ 6" OC SIMPSON H2.5A TIE BEAM PER PLAN TYPICAL RAFTER SUPPORT DETAIL SCALE: 1" = V-0" 2x HF BLKG @ RIDGE, TYP VALLEY TRUSSES PER ROOF PLAN, TYP 2x4 SLEEPER TYP W/ (2) 0.131"0 x 3 1/2" NAILS EACH TRUSS SECTION AT ROOF RIDGE BEAM SCALE: 1" = V-0" TYPICAL OVERFRAMING DETAIL SCALE: 1" = V-0" In J "I All C /- All !l SHEATHING AND NAILING PER ROOF FRAMING PLAN NOTES 2x6 HF LEDGER W/ (2) 16d @ 12" OC NAILS INTO BLKG PROVIDED BETWEEN STUDS ROOF RAFTER PER PLAN WOOD STUD WALL PER PLAN 2x6 HF BLKG SLOPED TO MATCH LOWER ROOF PROFILE RAFTER DETAIL AT LOWER ROOF SCALE: 1" = V-0" ALIGNED 2x RAFTER PER PLAN AND SCHEDULE PROVIDE PANEL EDGE / NAILING PER SHEAR WALL / SCHEDULE AT TOP PLATE JJJ NOTE: FOR NOTES AND DETAILS NOT CALLED OUT REFER TO DETAIL 2/S5.2 SILL PLATE NAILING PER SHEAR WALL SCHED (4) 10d NAILS INTERIOR WALL PARALLEL TO RAFTERS RAFTERS PER PLAN AND SCHEDULE 2x BLOCKING @ 4'-0" OC FIRST RAFTER BAY ONLY 2x4 BLOCKING OR A35 (PER SW SCHED) BETWEEN BLOCKING AND TOP PLATE AT SHEAR WALLS ONLY EXTEND SHEAR WALL UP TO RAFTERS RAFTER CONNECTION TO INTERIOR SHEAR WALL SCALE: 1" = V-0" RESUB Mar 16 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 4 = C�� " ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 01/28/Z J a H Z 75 0 m I1 N U � cf) LIJ w 0 a rH W F- 00 Q N n O DESIGN: LMS DRAWN: ATD CHECK: DMT JOB NO: 20456.10 DATE: 01 /28/21 N Q W C) O C) Z w � Z � 0 cn Q Q W = Q H 00�Z 00 Q L.� O co Z L.. z cv 0 0 :2 0 Lu O rn 0 Z W J SHEET: s6mi