The URL can be used to link to this page

APPROVED BLD RESUB3 BLD2024-0295+Architectural_Plan+11.13.2024_9.10.02_AM+4616325GENERAL NOTES PROJECT INFORMATION OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED THESE DRAWINGS ARE THE PROPERTY OF H2D, LLC. ANY REPRODUCTIONS MUST 13E AUTHORIZED DY THE ARCHITECT AND MUST 13EAR THE NAME OF THE ARCHITECT. © COPYRIGHT 2024 BY H21), LLC. THESE DRAWINGS ARE PROTECTED DY FEDERAL AND STATE COPYRIGHT LAWS. 1. CODES/REGULATIONS: -CONSTRUCTION TO CONFORM TO THE 20181NTERNATiONAL RESIDENTIAL CODE (1RC), WASHiNGTON STATE LAWS AND REGULATIONS, CURRENT WASHiNGTON STATE RESIDENTIAL ENERGY CODE AND VARIOUS CODES IMPOSED DY LOCAL AUTHORITIES. -A SEPARATE PERMIT MAY DE REQUIRED FOR PLUMDiNG, ELECTRICAL, AND/OR MECHANICAL WORK AS APPLiCADLE. -A COPY OF THE APPROVED PERMIT PLANS MUST DE ON THE JOD 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. -1F ANY DISCREPANCIES 1N THE DRAWINGS OR FROM THE CODES ARE NOTED, ARCHITECT 15 TO DE NOTIFIED IMMEDIATELY. -ALL CHANGES MADE DY THE CONTRACTOR SHALL DE 5UDMiTTED 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 DE RESPONSi13LE FOR CONSTRUCTION MEANS AND METHODS, SAFETY PRECAUTIONS, ACTS OR OM15SIONS OR PERFORMANCE OF THE CONTRACTOR. -CONTRACTOR SHALL DE RESPONSiDLE FOR THE PERFORMANCE AND WEATHERPROOFING OF THE ENTIRE DUiLPING, iTS COMPONENT EQUIPMENT, AND PARTS. -ALL STRUCTURAL SYSTEMS SUCH AS WOOD TRUSSES WHICH ARE TO DE COMPOSED OF COMPONENTS TO DE FIELD ERECTED SHALL DE SUPERVISED DY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION IN ACCORDANCE WiTH INSTRUCTIONS PREPARED DY THE SUPPLER. -ALL WORK MUST FOLLOW CURRENT RRP RULES AND REQUIREMENTS AS DEFINED DY THE EPA AND THE STATE OF WASHiNGTON. -ALL WASTE AND REFUSE CAUSED 1N CONNECTION WiTH THE WORK SHALL DE REMOVED FROM THE PREM15ES AND DISPOSED OF DY THE CONTRACTOR. THE PREM15ES SHALL DE LEFT CLEAR AND CLEAN TO THE SATISFACTION OF THE OWNER. -CONTRACTOR SHALL DESIGN AND INSTALL SHORING AS REQUIRED TO PERFORM WORK. ENGINEERING, CONSTRUCTION AND SAFETY OF THE SHORING SHALL DE THE RESPONSIL31LITY OF THE CONTRACTOR. -FOR ALL NEW CONSTRUCTION OR ADDITIONS DESIGNED WiTHiN 1'-0" OF THE HEIGHT LiMiT, THE CONTRACTOR SHALL DE FESPONSi13LE FOR COORDINATING WiTH THE SURVEYOR TO VERIFY THE ELEVATION OF THE STRUCTURE AS IT 15 DEING DUILT TO VERIFY ANY ELEVATION D15CRPANCiE5 THROUGHOUT CONSTRUCTION. ELEVATIONS SHOULD DE VERIFIED FOR EACH FLOOR LEVEL PRIOR TO PROCEEDING WiTH THE NEXT FLOOR OF FRAMING: TOP OF FOUNDATION, TOP OF 5U13FLOOR, TOP PLATE AND RIDGE ELEVATIONS 5HOULD DE VERIFIED DURING CONSTRUCTION. CONSULT ARCHITECT FOR CLARIFICATION PRiOR TO CONSTRUCTION. 3. SOILS: -FOUNDATION DESIGN 15 RASED ON AN ASSUMED AVERAGE SOiL REARING OF 2,000 FSF OR PER GEOTECHNiCAL REPORT. ALL FOOTINGS SHALL DE CAST ON UNPISTUR13EP FiRM NATURAL 501L OR COMPACTED SOiL OF 2,000 PSF DEARiNG CAPACITY AT LEAST 1'-6" DELOW LOWEST ADJACENT GRADE, AND FREE OF ORGANIC MATERIALS. FOOTING EXCAVATION SHALL DE FREE OF LOOSE SOiLS, DEDRIS, AND FREE WATER AT ALL TIMES. TH15 OFFICE TAKES NO RE5PON51DiLiTY iN VERIFYING THE ACCURACY OF ENGINEERING DATA SUPPLIED DY OTHERS. 4. ATTIC REQUIREMENTS: -APPLY ROOFING iN ACCORDANCE WiTH iRC CHAPTER 9. PROVIDE ATTiC VENTILATION A5 INDICATED ON DRAWINGS AND A5 OUTLINED iN iRC SEC R806. -THE NET FREE VENTILATING AREA SHALL DE NOT LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED, EXCEPT THAT THE AREA MAY DE 1/300 PROVIDED AT LEAST 50 PERCENT OF THE REQUIRED VENTILATING AREA 15 PROVIDED DY VENTILATION LOCATED IN THE UPPER PORTION OF THE SPACE TO DE VENTILATED AT LEAST 3 FEET ADOVE EAVE OF CORNICE VENTS WiTH THE 13ALANCE OF THE REQUIRED VENTILATION PROVIDED DY EAVE OR CORNICE VENTS. (1RC SEC R806). -ATTIC ACCE55: MINIMUM 22" x 30" WiTH MiNiMUM 30" HEADROOM, UN055TRUCTED, READILY ACCE55113LE OPENING. 1RC SEC R807. ACCESS DOORS SHALL DE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. -iN ROOMS NOT PROVIDED WiTH AN OPERADLE WINDOW OF 1.5 SQ. FT. OR GREATER, A MECHANICAL VENTILATION SYSTEM CAPABLE OF PROVIDING 5 AiR CHANGES PER HOUR SHALL DE PROVIDED. -VENT DRYER, DATH FANS, AND RANGES/OVENS TO THE OUTSIDE. 5. VENTILATION: -VENT FANS SHALL TERMINATE AT THE EXTERIOR OF THE DUILDING PER 1RC SECTION M1502.3 AND 1MC 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 1RC M1503.6. 6. GLAZING: -TO DE iN COMPLIANCE WiTH iRC SEC R308 AND WASHiNGTON STATE SAFETY GLA55 LAW, EXCEPTIONS ARE A5 OUTLINED iN iRC SEC R308. -GLAZING iN LOCATIONS SU13JECT TO HUMAN IMPACT SUCH AS GLASS iN DOORS, GLAZING WiTHiN 24" ON EITHER SiPE OF A DOOR OPENING, GLAZING CLOSER THAN 18" TO A FLOOR, SHOWER DOORS AND TUD ENCLOSURES SHALL DE WiRE REINFORCED, TEMPERED GLA55, LAMINATED SAFETY GLA55 OR SHATTER RESISTANT PLASTIC. -SLIDING GLA55 DOORS TO DE SAFETY GLAZING, LAMINATED OR TEMPERED GLA55. -SHOWER ENCLOSURES SHALL DE APPROVED WiRE REINFORCED, TEMPERED OR LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC. -GLAZING WiTHiN 18" OF FLOOR AND GREATER THAN 16' iN LEAST DIMENSION SHALL COMPLY WiTH IMPACT LOADS. SEE PLANS. -ALL EXTERIOR WALL GLAZING SHALL DE POU13LE 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 DE 24", MiNiMUM NET CLEAR OPENING WIDTH OF 20" AND A FINISHED SiLL HEIGHT NOT MORE THAN 44" ADOVE 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 DEFORE PROCEEDING WiTH WORK. -APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR DARRiERS SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL INSULATION STANDARDS. -DUILDING AiR LEAKAGE TESTING, PER SEC 402.4,15 REQUIRED PRIOR TO FINAL INSPECTION. THE TEST RESULTS SHALL DE POSTED ON THE RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE. -EACH DWELLING UNiT 15 TO HAVE ONE PROGRAMMADLE THERMOSTAT FOR REGULATION OF TEMPERATURE PER SEC 403.1. -A SIGNED AFFADAViT DOCUMENTING THE DUCT LEAKAGE TEST RESULTS SHALL DE PROVIDED TO THE DUILDING INSPECTOR PRIOR TO AN APPROVED FINAL INSPECTION. -DUCT LEAKAGE TEST RESULTS SHALL DE PROVIDED TO THE DUILDING INSPECTOR AND HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION. -MiNiMUM 90% OF PERMANENTLY INSTALLED LAMPS iN LIGHTING FIXTURES SHALL DE 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 DE CAPA13LE 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 FOR, AT A MINIMUM, A 5-2 PROGRAMMADLE SCHEDULE (WEEKDAY5/WEEKEND5) AND DE CAPABLE OF PROVIDING AT LEAST TWO PROGRAMMADLE 5ETDACK5 PER DAY. 8. STAIRS: -MiNiMUM HEADROOM 6-8'; MiNiMUM TREAD 10"; MAXIMUM RISER 7 3/4" -HANDRAIL: REQUIRED AT ALL STAIRS WiTH MORE THAN 4 RISERS PER 1RC 311.7.8. MINIMUM 34" AND MAXIMUM 36" ADOVE TREAD NOSING. OPEN SIDES OF STAIRS MORE THAN 30" ADOVE ADJACENT FLOOR SHALL HAVE HANDRAILS AND GUARDRAILS. HANDRAIL TO DE 1 1/4"-2" CROSS SECTIONAL DIMENSION AND 1 1/2" AWAY FROM WALL. -GUARDRAIL: SHALL DE MiN 36" 1N HEIGHT WHERE ADJACENT SURFACE OR GRADE 15 30" OR MORE DELOW. RAILINGS SHALL DE SPACED TO NOT ALLOW THE PASSAGE OF A 4-3/8" SPHERE PER iRC 312.1. -INSTALL FiRE 13LOCKiNG AT MiP-STRINGER SPAN AND AT WALL ALIGN STRINGER. -COVER WALLS AND SOFFITS OF USADLE SPACE UNDER STAIR WiTH 5/8" TYPE "X" GYPSUM WALLDOARD. PLANS MUST BE ON JOB SITE Separate plumbing permit required City Of Edmonds Building Department Work ADDITION / REMODEL Address 1217 11TH PL N ........... .......................... ................................................................................................................ Owner LAWRENCE .... ................................................ Approved gate 11/19/2'0'24 ..... .. ............................................... ...... ......................................................... Building Official Erb C :....................................................................................................... 9. INSULATION: -INSULATION TO MEET THE CURRENT WASHiNGTON STATE ENERGY CODE REQTS FOR TADLE R402.1.1, TADLE R402.1.3 AND SECTION R402. REFER TO PRESCRIPTIVE TADLE ON SHEET 01. -EXISTING WALL AND FLOOR CAVITIES EXPOSED DURING CONSTRUCTION FOUND UNiNSULATED, OR WiTH DAMAGED INSULATION (DISCOLORED, WET, DAMAGED, OR DETERIORATED) SHALL DE FILLED WiTH R-15 INSULATION AT 2X4 FRAMING AND WiTH R-21 INSULATION AT 2X6 FRAMING. REF SEC R503.1.1-EXCEPTION 2.. -WALLS TO DE INSULATED WiTH MiNiMUM R-21 INSULATION. DELOW GRADE WALLS TO DE INSULATED WiTH MiNiMUM R-21 INSULATION, ALLOW FOR THERMAL 13REAK DETWEEN FLOOR SLAD AND 13ASEMENT WALL UNLESS NOTED OTHERWISE. -ROOF AND CEILING INSULATED WiTH R-49 13LOWN-1N AT FLAT CEILINGS AND R-38 H.D. DATT AT VAULTED AREAS UNLESS NOTED OTHERWISE. -ROOF: ALLOW FOR A MiNiMUM 1" CLEAR BETWEEN TOP OF INSULATION AND DOTTOM OF SHEATHING FOR VENTING UNLESS NOTED OTHERWISE. -VENTING 15 REQUIRED iN EACH JOIST SPACE. WHERE CONTINUOUS VENTING WiTH A JOIST SPACE 15 INTERRUPTED DY 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 JOIST SPACE UNLESS NOTED OTHERWISE. -FLOORS: INSULATED WiTH R-30 DATT INSULATION OVER UNHEATED SPACE UNLESS NOTED OTHERWISE. -SLAD-ON-GRADE: PROVIDE EXTRUDED RiGIP CLOSED CELL R-10 INSULATION. INSULATION TO PROVIDE THERMAL BREAK DETWEEN SLAD AND FOOTING AND RUN FROM THE TOP OF THE SLAD TO THE BOTTOM OF THE FOOTING. INSULATION MAY DE INTERRUPTED FOR 6" EVERY 2'-0" TO ALLOW FOR DOWELING TO TiE SLAD AND FOOTING TOGETHER. UNLESS NOTED OTHERWISE. 10. GARAGE SEPARATION: -REQUIRES 1/2" GWD ON THE GARAGE SiPE. 5/8" TYPE'X' GWD WHERE THERE 15 LIVING SPACE ADOVE. SUPPORTING COLUMNS, WALLS AND REAMS USE 1/2" GWD PER iRC R302.6 -OPENINGS INTO A GARAGE: OPENINGS INTO A GARAGE SHALL HAVE A SOLID WOOD OR HONEYCOMD-CORE STEEL DOOR NOT LESS THAN 1-3/8" THICK, OR 20-MINUTE FiRE RATING. DOORS SHALL DE EQUIPPED WiTH A SELF -CLOSING DEVICE PER 1RC R302.5.1. 11. VAPOR BARRIERS: -AN APPROVED VAPOR DARRIER SHALL DE INSTALLED AT EXTERIOR WALLS AND AT ALL ROOF DECKS, DELOW ENCLOSED J015T SPACES WHERE CEILING FINISHES ARE DIRECTLY INSTALLED TO JOISTS, AND ANY OTHER WALL OR CEILING SURFACES WHICH RECEIVE INSULATION. THiS VAPOR DARRIER MAY DE A COMPONENT OF THE INSULATION MATERIAL. APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR DARRiERS SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL INSULATION STANDARDS. 12. FIRE SAFETY: -SMOKE ALARMS/DETECTORS (S.D.): SMOKE ALARMS/DETECTORS SHALL DE INSTALLED iN ALL SLEEPING ROOMS, iN THE AREA OUTSIDE THE SLEEPING ROOM AND iN OTHER LOCATIONS PER iRC R314. POWER SOURCE AND INTERCONNECTION PER iRC. -CARDON MONOXIDE DETECTORS (C.M.D.): SHALL HAVE AN APPROVED CARDON MONOXIDE ALARM INSTALLED OUT5iPE OF EACH SLEEPING AREA iN DWELLING UNITS AND iN EACH LEVEL iN ACCORDANCE WiTH THE MANUFACTURER'S REQUIREMENTS PER iRC315. SINGLE STATION CARDON MONOXIDE ALARMS SHALL DE LISTED AS COMPLYING WiTH UL2034 AND SHALL DE INSTALLED iN ACCORDANCE WiTH THiS CODE, NFPA 720-2012 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. -CARDON MONOXIDE DETECTION SYSTEMS PER iRC 315.2 THAT INCLUDE CARDON MONOXIDE DETECTORS AND AUPIDLE NOTIFICATION APPLiANCES, INSTALLED AND MAINTAINED iN ACCORDANCE WiTH THiS SECTION FOR CARDON MONOXIDE ALARMS AND NFPA 720-2012, SHALL DE PERMITTED. THE CARDON MONOXIDE DETECTORS SHALL DE LISTED AS COMPLYING WiTH UL 2075. WHERE A HOUSEHOLD CARDON MONOXIDE DETECTION SYSTEM 15 INSTALLED, iT SHALL DECOME A PERMANENT FIXTURE OF THE OCCUPANCY. 13. CERTIFICATE & TESTING - A PERMANENT CERTIFICATE SHALL DE COMPLETED AND POSTED ON OR WiTHiN THREE FEET OF THE ELECTRICAL PISTR1DUTiON PANEL DY THE DUILDER OR REGISTERED DESIGN PROFESSIONAL. THE CERTIFICATE SHALL DE COMPLETED DY THE DUILDER OR REGISTERED DESIGN PROFESSIONAL AND SHALL NOT COVER OR ODSTRUCT THE ViSIDiLiTY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL, OR OTHER REQUIRED LADELS. THE CERTIFICATE SHALL LiST THE PREDOMINANT R-VALUE5 OF INSULATION INSTALLED iN OR ON CEILING/ROOF WALLS, FOUNDATION (SLAD, DELOW-GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; U-FACTORS FOR FENESTRATION AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND DUILDING ENVELOPE AiR LEAKAGE TESTING DONE ON THE DUILDING. WHERE THERE 15 MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LiST THE VALUE COVERING THE LARGEST AREA. THE CERTR1FiCATE SHALL LIST THE TYPES OF EFFICIENCIES OF HEATING, COOLING, AND SERVICE WATER HEATING EQUIPMENT. - THE DUILDING OR DWELLING UNiT SHALL DE TESTED AND VERIFIED A5 HAVING AN AiR LEAKAGE RATE OF NOT EXCEEDING 5 AIR CHANGES PER HOUR. TESTING SHALL DE CONDUCTED WiTH A LLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. (50 PASCALS). WHERE REQUIRED DY THE CODE OFFICIAL, TESTING SHALL DE CONDUCTED DY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL DE SIGNED DY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. TESTING SHALL DE PERFORMED AT ANY TiME AFTER CREATION OF ALL PENETRATIONS OF THE DUILDING THERMAL ENVELOPE. 14. LIGHTING EQUIPMENT - NOT LESS THAN 90 PERCENT OF LAMPS iN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL DE HiGH-EFFICACY LAMPS - FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY DURNiNG PiLOT LIGHTS Note: All 3D renderings are schematic and for visualization purposes only. The 3D views are not to be used for construction. The 3D images are not a true representation of the materials or finishes. Refer to the drawings, specification list, and/or manufacturer's information for more specific detail. LI I I I r_1 J LJ PROJECT OWNER: ALAN AND CHELEA LAWRENCE 121711TH PL N EDMONDS WA 98020 ARCHITECTURE AND HEIDi HELGE50N DESIGN TEAM: SARAH THOMPSON H2D ARCHITECTURE + DESIGN 23020 EDMONDS WAY, #113 EDMONDS, WA 96020 206-542-3734 STRUCTURAL ENGINEER: PHiLiP HAREZLAK, P.E. HAREZLAK ENGINEERING 11745 87TH AVE S. SEATTLE, WA 98178 360-224-0627 PROJECT DESCRIPTION: REMODEL & ADDITION TO EX15TiNG 5.F.R. PROJECT ADDRESS: 121711TH PL N TAX LOT NUM13ER: 00606600000800 LEGAL DESCRIPTION: ViEWLAND HEIGHTS DLK 000 D-00 - LOT 8 LAND USE CODE COMPLIANCE STATISTICS REFER TO SHEET 02 FOR ALL LAND USE CODE COMPLIANCE STATISTICS ENERGY CREDIT INFORMATION ADDITIONS LESS THAN 5005F:1.5 CREDITS REQUIRED FUEL NORMALIZATION CREDIT FROM WASHiNGTON STATE ENERGY CODE TADLE R406.2 SYSTEM TYPE 2 =1 CREDIT FOR AN INITIAL HEATING SYSTEM USING A HEAT PUMP THAT MEETS FEDERAL STANDARDS FOR THE EQUIPMENT LISTED iN TADLE C403.3.2(1) OR C403.3.2(2) OR AiR TO WATER HEAT PUMP UNITS THAT ARE CONFIGURED TO PROVIDE DOTH HEATING AND COOLING AND ARE RATED iN ACCORDANCE WiTH AHRi 550/590 1.3 EFFICIENT DUILDING ENVELOPE = 0.5 CREDIT PRESCRIPTIVE COMPLIANCE 15 RASED ON TADLE R402.1.1 WiTH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U=0.28 FLOOR R-38 SLAD ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAD DELOW GRADE SLAD R-10 PERIMETER AND UNDER ENTIRE SLAD OR COMPLIANCE BASED ON SECTION R402.1.4: REDUCE THE TOTAL CONDUCTIVE UA DY 5% 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 21 iNT 0.056 MASS WALL R-VALUE 21/21 0.056 FLOOR 38 0.029 DELOW GRADE WALL 10/15/21 iNT + 5TD 0.042 SLAD R-VALUE AND DEPTH 10, 2 FT N/A SHEET INDEX 01 PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, A5-13UILT PLANS 02 SiTE PLAN SURVEY SURVEY SHEET SURVEY SURVEY SHEET 2 SURVEY SURVEY SHEET 3 A1.0 LOWER & MAiN FLOOR DEMO PLANS A1.1 LOWER FLOOR PLAN A1.2 MAiN FLOOR PLAN A1.3 ROOF PLAN, DOOR & WINDOW SCHEDULES A2.0 EXTERIOR ELEVATIONS A2.1 EXTERIOR ELEVATIONS A3.1 DUILDING SECTIONS A4.1 WALL SECTIONS & DETAILS A5.0 TYPICAL DETAILS A5.1 TYPICAL DETAILS 51.0 GENERAL STRUCTURAL NOTES/SHEET INDEX 51.1 GENERAL STRUCTURAL NOTES 52.0 FOUNDATION & MAiN FLOOR FRAMING PLAN 52.1 MAiN FLOOR FRAMING PLAN 52.2 ROOF FRAMING PLAN 53.0 FOUNDATION DETAILS 54.0 FRAMING SCHEDULES 54.1 WOOD FRAMING DETAILS 54.2 FLOOR FRAMING DETAILS 54.3 ROOF FRAMING DETAILS 4Jy PUGET DR. PUG ET DR, NOR-THST1Et M w REEK - - � z J = z w EDMONDS ELEM. N VIEWLAND WAY ViEWLAND WAY SiTE 121711TH PL. N 4j 9TH ST. SW IZ N W U Z W No Z d V) _j � �W/ ry � W Q U ti Z ZCN 0 W G LU J 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON A TEE OF WASHINGTON H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 3/1 /2024 REV 1: 10/16/2024 REV 2: 11 /13/2024 PERMIT SET PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS RESUB Nov 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ...................................... ...................... Permit Number BLD2024-0295 AS BUILT - LOWER FLOOR SCALE:1/6" = 1'-0" AS BUILT - MAIN FLOOR SCALE:1/8" = 1'-0" VICINITY MAP (NTS N 01 LEGAL DESCRIPTION LOT(S) 8, PLAT OF VIEWLAND HEIGHTS, ACCORDING TO THE PLAT TOPOGRAPHIC & BOUNDARY SURVEY W THEREOF, RECORDED IN VOLUME 13 OF PLATS, PAGE 84, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SCHEDULE B ITEMS LEGEND THE 15 FEET OF TOGEEAASTT80RF EITHOFNLOTS9,MENT PLATOVER OF VIEWLANDTH HEIGHTS, ACCCORDIING TO THE PLAT THEREOF, RECORDED IN VOLUME 13 OF PLATS, PAGE 84, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. 1. COVENANTS, CONDITIONS, EASEMENTS, LIABILITY FOR ASSESSMENTS, AND RESTRICTIONS BUT OMITTING ANY COVENANTS BENCHMARK 4-+ SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, CENTERLINE ROW BASIS OF BEARIN, w FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL X X FENCE LINE (CHAIN LINK) ORIGIN, ANCESTRY, SOURCE OF INCOME, GENDER, GENDER IDENTITY, GENDER EXPRESSION, MEDICAL CONDITION OR GENETIC INFORMATION, FENCE LINE (WOOD) IPO IRON PIPE (FOUND) L 3 ACCEPTED THE BEARING OF N 88°36'18" W BETWEEN MONUMENTS FOUND ALONG THE CENTERLINE OF VIEWLAND WAY. AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED MONUMENT (IN CASE, FOUND) REFERENCES BY APPLICABLE LAW, AS SET FORTH IN THE DOCUMENT �+►� NAIL AS NOTED RECORDING DATE: MARCH 17, 1952 E RECORDING NO.: 1020787 - — — — — - PROPERTY LINES (ADJACENT) R1. PLAT OF VIEWLAND HEIGHTS, VOL. 13 OF PLATS, PG. 84, MODIFICATION(S) OF SAID COVENANTS, CONDITIONS AND PROPERTY LINE (SUBJECT) RECORDS OF SNOHOMISH COUNTY, WASHINGTON. RESTRICTIONS Q REBAR AS NOTED (FOUND) S R2. RECORD OF SURVEY, AUDITOR'S FILE N0. 201004135007, RECORDING DATE: MARCH 3, 1995RECORDING NO.: 9503030081 (PLOTTED) RETAINING WALL W RECORDS OF SNOHOMISH COUNTY, WASHINGTON. L RIGHT—OF—WAY LINES � R3. HARBOR VIEW ESTATES, AUDITOR'S FILE NO. 8405035001, -' 2. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS BUILDING RECORDS OF SNOHOMISH COUNTY, WASHINGTON. \ INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: DISCLOSED BY: STATUTORY WARRANTY DEED o SIZE TYPE TREE (AS NOTED) �j VERTICAL DATUM PURPOSE: RESERVING AN EASEMENT FOR UTILITIES, PRIVATE _ ASPHALT SURFACE - DRIVEWAY AND THE MAINTENANCE AND REPAIR OF SAME CONCRETE SURFACE 11�RECORDING RECORDING DATE: AUGUST 5, 1955 NO.: 1155172 ® DECK NAVD 88 PER GPS OBSERVATIONS 0 AFFECTS: SOUTH 15 FEET OF THE EAST 80 FEET OF LOT 9 G ❑ GAS METER (NOT PLOTTED, RELEASED BY REC. NO. 202407090188) GAS LINE SITE TEMP. BENCHMARK �I DESCRIPTION: PK NAIL W/ RED WASHER 3. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS FO MRKR❑ FIBER OPTIC MARKER LOCATION: 3.7'N & 15.3'E OF THE SE PROP. COR. ELEVATION:208.18' INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: PH❑ POWER HAND HOLE � - GRANTED TO: L.E. HUBBARD, A BACHELOR PURPOSE: RESERVING AN EASEMENT FOR EXISTING DRAINAGE LINE, P❑ POWER METER r+� �� AREA DRAIN uJ SURVEYOR'S NOTES AND THE RIGHT TO REPAIR AND MAINTAIN THE SAME RECORDING DATE: FEBRUARY 5, 1957 i CULVERT PIPE 1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN RECORDING NO.: 1224335 0 INLET (TYPE 1) (n LLI FEBRUARY OF 2024. THE FIELD DATA WAS COLLECTED AND AFFECTS: AS DESCRIBED IN SAID INSTRUMENT RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC �' (NOT PLOTTED, RELEASED BY REC. N0. 202407090188) SD STORM DRAIN LINE >_ z z THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. �� (�� SEWER MANHOLE � oo WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN SS SEWER LINE Q coQ Z Q) FOR CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT _ CID � ELEVATIONS. WM WATER METER z W C 2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE W WATER LINE D o O W 1 _ COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. ACU AIR CONDITION UNIT o C.C. CENTER CHANNEL m o w C) 3. THE TYPES AND LOCATIONS OF ANY UTILITIES SHOWN ON THIS CALC'D CALCULATED O 06 z U Z DRAWING ARE BASED ON INFORMATION PROVIDED TO US, BY fj CB CATCH BASIN z OTHERS OR GENERAL INFORMATION READILY AVAILABLE IN THE CONC CONCRETE 0 U LU PUBLIC DOMAIN INCLUDING, AS APPLICABLE, IDENTIFYING COR CORNER = z MARKINGS PLACED BY UTILITY LOCATE SERVICES AND OBSERVED EL ELEVATION LU BY TERRANE IN THE FIELD. AS SUCH, THE UTILITY INFORMATION _Ej EVG EVERGREEN Q SHOWN ON THESE DRAWINGS ARE FOR INFORMATIONAL PURPOSES ONLY AND SHOULD NOT BE RELIED ON FOR DESIGN 4® FF FINISH FLOOR MAP MAPLE Q MEAS MEASURED (D OR CONSTRUCTION PURPOSES; TERRANE IS NOT RESPONSIBLE OR �� LIABLE FOR THE ACCURACY OR COMPLETENESS OF THIS UTILITY �� MON MONUMENT O INFORMATION. FOR THE ACCURATE LOCATION AND TYPE OF fj PROP PROPERTY 0- UTILITIES NECESSARY FOR DESIGN AND CONSTRUCTION, PLEASE SANITARY SEWER MANHOLE O CONTACT THE SITE OWNER AND THE LOCAL UTILITY LOCATE TT//}�SSSQMH ACCESS & UTILITY EASEMENT PER SERVICE (800-424-5555). �Cl11Xd REC. NO. 202407090188 4. SUBJECT PROPERTY TAX PARCEL NO. 00606600000800 j 5. SUBJECT PROPERTY AREA PER THIS SURVEY IS 9,999 S.F. Q (0.23 ACRES) 6. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN U 77 Ltiv ER zo EXTRACTED FROM CHICAGO TITLE COMPANY OF WASHINGTON'S w ALTA COMMITMENT FOR TITLE INSURANCE, COMMITMENT NUMBER: CL LO F 500017298, DATED SEPTEMBER 18, 2014. IN PREPARING THIS 0��6 MAP, TERRANE, INC. HAS CONDUCTED NO INDEPENDENT TITLE J � o 4� SEARCH NOR IS TERRANE, INC. AWARE OF ANY TITLE ISSUES �� O �� O as AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOEN z ON THE MAP AND DISCLOSED BY THE REFERENCED ALTA COMMITMENT FOR TITLE INSURANCE. TERRANE, INC. HAS RELIED WHOLLY ON CHICAGO TITLE COMPANY OF WASHINGTON'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS 30' SURVEY AND TERRANE, INC. QUALIFIES THE MAP'S ACCURACY ROW AND COMPLETENESS TO THAT EXTENT. _ 7. EXISTING STRUCTURE(S) LOCATION AND DIMENSIONS ARE MEASURED FROM THE FACE OF THE SIDING UNLESS OTHERWISE NOTED. 8. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD MEASUREMENTS WITH A CALIBRATED ELECTRONIC 3-SECOND 20' ROW 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. �'� o N v FOUND MON IN CASE BASIS OF BEARINGS 20'BRASS ROW DISK, DOWN 0.6' ► VISI ED: 07/2019) N 8836'18" W 250.01 MEAS. N O (250.00 R2 & R3) 0 20' VIEWLAND WAY `tip Q'� v ROW �< �� NO o M CaJ O VICINITY MAP `� Z } (D a� N.T.S. �� o ��_ O co i- .-. �'� � O FOUND MON IN CASE BRASS DISK, DOWN 0.4' VISITED: 07/ 2019 V) oo 0 00 CL �� W N O Q Q00 j, O CCO O � > Excelsior PI Q LLh _j N I W N 0_� :t O > C) m C) (V � CIA 'q Puget -Dr /� Puget pr O�IV Puget Way � g y 100.00' HELD R1 N z 20 +` ROW 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 = m Q �- 4) OBSERVATIONS ON SITE ANDCURSORYREVIEW OF READILY IFORLE JOB NUMBER. 240098 zGENERAL SITE c 290.00' HELD R11 N � g�� PUBLIC SUCH, OR RESPONSIBLE THE ACCURACY OR COMPLETENESS OF ANY STEEP SLOPE INFORMATION. ULTIMATELY, DATE: 02/16/24 t _ t Z _ ' _ N 88'36'18" W N VIEWLAND N WAY THE LIMITS AND EXTENT OF ANY STEEP SLOPES ASSOCIATED WITH ANY SETBACKS OR OTHER DESIGN OR CONSTRUCTION PARAMETERS MUST BE DISCUSSED AND APPROVED DRAFTED BY: VLJ Windley Ln Q J I BY THE REVIEWING AGENCY BEFORE ANY CONSTRUCTION CAN OCCUR. — Viewland-Way CHECKED BY. JGM / WMS SCALE: N. T. S. a CONTRO�LM�A P REVi-RESU ' Brookmere St 07/16/24 E'��qNT2024 O N.T.S. INDEXING INFORMATION CITY OF EDMONDS NE 1 /4 NE 1 /4 DEVELOPMENTSERVICES DEPARTMENT z Caspers 5< a N SECTION: 24 a F TOWNSHIP: 27N :5 SW' SE 4 RANGE: 03E, W.M. SHEET NUMBER vlsta_WWy J COUNTY: SNOHOMISH - Mountain Ln Vista -RI 1 OF 3 co (N V) 0 w N N co N U) N 0 co N N co cn 0 cf) SSMH RIM=172.99' ;LIE (N,S,E) 8"CONC 167.19'(C.C.) SS 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. �O. FOUND REBAR/CAP LS# 9567 0.42'E OF LINE & 0.43'S FROM PROP COR OGRAPHIC & BOUNDARY SURVEY ACCESS & UTILITY EASEMENT PER REC. NO: 202407090188 rvvivv RGDhR/lihr LS# 9567 0.11'E OF LINE & 0.34'S FROM PROP COR MATCH LINE - SHEET 3 r l I- � .. 0.8'� ° 06� p ASPHALT C)ROADWAY a U o 0 CO 2 6F to w 0 I CC p CB (TYPE 1) N RIM=204.68' c� E(N) 8"PVC=202.98' IE(S) 8"CONC=203.48' IE(E) 4"PVC=203.88' 1 � Oh 06� ti CB (TYPE 1) c�co RIM=206.36' IE(N) 8"CONC=204.76' IE(E) 4"PVC=205.26' IE(S) 8"PVC=204.96' c� p Icn p �I U o I ,PPROX. LOCATION PER SE MAP NO. Q162067 SITE TBM RED WASHER p LEV=208.18' p V) s c� p V) CULVERT IE(N) 8"PVC 206.36' ti APPROX. LOCATION a PER RECORDS (TYP) INDEXING INFORMATION N+N�X L W4 SE 4 NE 1 /4 NE 1 /4 SECTION: 24 TOWNSHIP: 27N RANGE: 03E, W.M. COUNTY: SNOHOMISH L till m Q) AE W s i Lu (f� L.LI � U Q w Qo � Q o� _ 0 z o cn CIOLU pQ 0 m o W 06 °z U U w z _ U Lu Q V O a_ 0 v v L v o Ua cn 0 v �- o v V' o 00 m vi a) 00 _Izz Q LLJ Lu Lr) � i�' 00 4J Ln > Ln m v N N = � � QJ 00 Q. JOB NUMBER: 240098 DATE: 02116124 DRAFTED BY: VLJ CHECKED BY: JGM / WMS SCALE: 1 "= 10' 7116124 1 CITY OF EDMONDS m SHEET NUMBER 2 OF 3 N N SSMH RIM=169.01' IE(N,S) 8"CONC =164.81'(C.C.) V) W U) 0 V) N N W U) W cn V) U) V) V) V) (N FOUND REBAR/CAP LS# 9567 0.42'E OF LINE & 0.43'S FROM PROP COR U) 0 STEEP SLOPE/BUFFER DISCLAIMER: rg morm EPA- mwj Fov Or VIA' I OAF QF 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. GRAPHIC & BOUNDARY SURVEY MATCH LINE - SHEET 3 SHEET 2 FOUND IRON PIPE 0.11'N OF LINE & 0.45'E /FROM PROP COR 6"EVG(2) P _ N 88 6'18" O _ 0 00' 6"EVG(2) WM hx O N i of x � 2 z J CL iT o CB (TYPE 1) RIM=204.68' E(N) 8"PVC=202.98' IE(S) 8"CONC=203.48' g, IE(E) 4"PVC=203.88' '0" "'p 0 U) °y 6 0 °6 L ti 0 0 0 MATCH LINE "A" .5' J CL INDEXING INFORMATION NW4 N SW4 SE 4 NE 1 /4 NE 1 /4 SECTION: 24 TOWNSHIP: 27N RANGE: 03E, W.M. COUNTY: SNOHOMISH W (f� ui � o o U W 0 z N co Z o oLL] U) —j CL o I— m 06 O z Lu U Q z U Q) Lu 2 Q � C� � Q� Q Lu O a_ O LLJ a 41 L v o Ua rvcn 0 v 0 D o v 00 00 vi a) � >Q IZT Q > OO v Ln > Ln N � � (3) � m Q JOB NUMBER: 240098 DATE: 02116124 DRAFTED BY: VLJ CHECKED BY: JGM / WMS SCALE: 1 "= 10' REvIRESUB 07/16/24 E' 91MT2024 CITY OF EDMONDS SHEET NUMBER 3 OF 3 LiNE OF EX. ABOVE, TO I I I I I L--J I I I I I I I I I I I I I I I I I1 LOWER FLOOR DEMOLITION PLAN SCALE:1/4" = P-O" 0 EXISTING WALLS _ DEMO WALLS NOTES: 1. VERIFY SALVAGE ITEMS WiTH OWNER PRiOR TO PEMOLiTiON. 2. ALL SHORING TO BE THE RESPONSiDILiTY OF THE BUiLPER. CONTACT THE STRUCTURAL ENGINEER WiTH QUESTIONS. MAIN FLOOR DEMOLITION PLAN SCALE:1/4" = T-O" 0 EXISTING WALLS _ PEMO WALLS NOTES: 1. VERIFY SALVAGE ITEMS WiTH OWNER 12RiOR TO PEMOLiTiON. 2. ALL SHORING TO BE THE RESFONSiBiLiTY OF THE BUiLPER. CONTACT THE STRUCTURAL ENGINEER WiTH QUESTIONS. I W CU z W No z C) U W rn r W o U ti z z N O � W � � r)w Q J 9716 REGISTERED ARCHITECT A GST DI MICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H IT E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 3/1 /2024 REV 1: 10/16/2024 REV 2: 11 /13/2024 PERMIT SET LOWER & MAIN FLOOR DEMOLITION PLANS RESUB Nov 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1.0 (PARTIAL) A3.0 / Q LOCATION OF NEW ROOF 4 SUPPORT POST ABOVE (VERIFY) I - - - - - - - - - - - - - - - - REPLACE EX POST & BEAM ---EDGE OF EX. PER STRUCT. (SAME LOC. PAVING TO REMAIN AS EXISTING) LiNE OF EX ADDITION ABV UP I � LiNE OF EXISTING DECK ABOVE I CARPORT T-I — EXISTING POSTS & BEAM TO REMAIN 1 EX. ON -SITE PARKING A4.0 — — — — �__ STALL: 85X16.5' _ _ _ _ _ L_ (SEE ALSO SiTE PLAN) ri q EXTERIOR PATIO CONC. (EX) EXISTING POSTS & BEAM TO REMAIN, TYP. II H---- - - - - - - LOWER FLOOR PLAN EXT. FACE OF NEW WOOD - FRAMED WALL ABOVE \—EX FULL -HT OR PARTIAL -HT CONC. RETAINING WALL � � I \ EX WOOD -FRAMED \ FURRED WALL, TYP.—� \� I GARAGE CONC. (EX) i � I EX. ON -SITE PARKING STALL. 85X16.5' \ (SEE ALSO SiTE PLAN) IL - - - - - - - - -- NOTE: EXISTING MAN -DOOR & OVERHEAD GARAGE DOOR TO REMAIN (REMOVE & REINSTALL EX. O.H.D. TRACK FOR CONSTRUCTION EX. ELEC. PANEL BATH W TiL � LAUNDRY/MECH TiLE (EX) NOTE: ALL EXISTING DOORS & WINDOWS 9 LOWER O FLOOR TO REMAIN, TYP. 0 II, II, DEN EX NEW CAR. UP I I I I I I I I EX I I Up I I I I I I I I I I I I I I I I I I I I I I I I I I I UP REC NEW CAR. EX. FP � II BEDROOM ° BEDROOM NEW CAR. III NEW CAR. NOTE: ALL EXISTING DOORS & WINDOWS Cad LOWER FLOOR TO REMAIN, TYP. -------- Ll -------❑--------❑-------- a- - - - - -- B C SCALE:1/4" = 1'-0" 0 EXISTING WALLS ® NEW WALLS (2x6 EXT, 2x4 iNT. U.N.O.) NOTES: 1. ALL DIMENSIONS ARE GIVEN TO THE FACE OF STUD UNO. 2. ALL DOOR AND WINDOW DIMENSIONS ON THiS PLAN ARE TO CENTERLINE OF ROUGH OPENING U.N.O.; REFER TO SCHEDULES & MANUFACTURER INSTALLATION REQUIREMENTS FOR ROUGH OPENING SiZE. 3. SEE ATTACHED WSEC FORMS AND ENERGY REQUIREMENTS ON 01 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 SHALL BE LISTED AS COMPLYING WiTH UL 2034 AND SHALL BE INSTALLED iN ACCORDANCE WiTH iRC R315.3 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. HARDWIRE AND INTERCONNECT DETECTORS TO POWER SUPPLY AND PROVIDE BATTERY BACKUP AS REQUIRED. 6. SMOKE DETECTORS (S.D.) AND CARBON MONOXIDE ALARMS (C.M.D.) TO BE INSTALLED 3'-0" MiNiMUM FROM BATHROOM DOORS. 7. ALL GAS FIREPLACE HEATERS RATED TO ANSi Z21.88 SHALL BE LISTED AND LABELED WiTH A FIREPLACE EFFICIENCY (FE) RATING OF 50 PERCENT OR GREATER iN ACCORDANCE WiTH CSA P.4.1. VENTED GAS FIREPLACES (DECORATIVE APPLIANCES) CERTIFIED TO ANSi Z21.50 SHALL BE LISTED AND LABELED, INCLUDING THEIR FE RATINGS, iN ACCORDANCE WiTH CSA P.4.1. 2 A A4.0 A3.0 EXT. FACE OF EX WOOD -FRAMED WALL ABOVE EX ENTRY PORCH ABOVE Lu CU z Lu NO 0 z � U) �..L..� Jj d) a � S Lu p U ti z z N O LIJ LU J 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H IT E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 3/1 /2024 REV 1: 10/16/2024 REV 2: 11 /13/2024 PERMIT SET LOWER FLOOR PLAN RESUB Nov 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1.1 (PARTiAL) A3.0 CO DETECTOR REQUIRED IN BEDROOM OWl EX. DN INSTALL UL LISTED 36" DIRECT VENT GAS FIREPLACE, VENT TO OUTSIDE; CONFIRM DiMS PRIOR TO CONSTRUCTION, INSTALL PER MFR SPECIFICATIONS; CENTER BETWEEN WINDOWS UNCOVERED DECK TRAFFIC MEMBRANE (EX) MAIN FLOOR PLAN QB 25'-91/2" 5-0 1/2" (VERIFY) 7-9" # 7-31/2" C L 07 08 RELOCATE EX I NEW POST & BEAMS WINDOWS FROM I ABV. PER STRUCT. I BATH, CE R IN ROOM, COVE DECK SEE WI CHED. TRAFFIC MEMBP\ (EX To PRIMARYI BEDROOM REMAIN OR PATCH/R iR O 06 °) WOOD -MATCH EX. TO MATCH EX) (VAULTED CLG) I INSTALL UL LISTED 36" DIRECT I� SEE BLDG. VENT GAS FIREPLACE, VENT TO N OUTSIDE; CONFIRM DiMS PRIOR SECTION FOR TO CONSTRUCTION, INSTALL VAULT iN ROOF w PER MFR SPECIFICATIONS; O2 U TRUSSES; PEAK I CENTER iN ROOM TO BE CENTERED I iN ROOM I INSTALL GAS STUB FOR F.P. iNFiLL WiN OPENINGS W/ WOOD -FRAMED POP -OUT O5 WALL TO MATCH EXISTING ABV. MANTEL FOR F.P. N (NEW GWP & PAINT FiN.) I EXHAUST (GWB FiN.) I EX. TOILET, TUB DECK, & TUB 5 0 N w w TO REMAIN (NEW TiLE FiNiSH) L > .� O3 _C _ _ I 6-9" ERiFY C L 3'-&' o� NEW 2X4 HALF WALL Cad TOILET OB aBD---� A 10'-9" (VERIFY) Relocated windows shall comply with current energy code requirements and or selected credits 3'-7 3/4" W.I.C. WOOD - MATCH EX. + O4 (T E U LT ON EX TU ECK), TiLE FiNiSH, 42" HT. ADV. F.F. 4'-1 3/4" iNFiLL DOOR OPENING W/ _ WALL TO EXISTING /-2'-9 3/411, 3'-2 1/4" r- X NEW TiLE ` I 9 EX. LOV EX EXHAUST WALL EX. 5.1� c N MATCH �^ PR. BATH NEW TILED NEW WINDOWS WiTHiN EX WALL SHOWER CURB ) TiLE (NEWEX OPENINGS (VERIFY OPENING DiM.) _ + O3 EXTENDED LIVING ROOM PL. TO REMA NN WOOD (NEW/REFINISH) U — iNFiLL WiN. OPENING & INSULATE 0 ALL EXP05ED EXT. STUDS PET. PER 7/A4.0, TYP. BAR SiNK & CAB'T STOP\. r INSTALL GAS STUB w WOOD WANE ROOM H) FOR FIREPLACELLJ L J + I L 02 1'-41/2" (VERIFY) N NEW WINDOWS WiTHiN EX WALL OPENINGS (VERIFY OPENING PIM.) 01 U LIVING ROOM WOOD (EX) N X w N X w 9 I� � I I � NEW 22"x3O" ATTIC ACCESS LOCATED WHERE 4 MiN. 30" CLR HDRM iN ATTIC A4.0 EXPOSE & REFINISH EXISTING HARDWOOD FLOOR OR INSTALL NEW TO MATCH EXISTING iN LiViNG ROOM; PATCH TRANSITION AREAS DINING ROOM WOOD (EX) EXIST. EXIST. COVERED DECK TRAFFIC MEMBRANE (EX) 4.1 o POWDER TiLE (EX) EXIST. u 7jw w PATCH CLG. TO MATCH E X LU OPT.: NEW 50LATUDE N �w L,,.� 'OPT.: REC. SHELF, SEE PET.18/A5.0, VERIFY DiMS EX. DN O ENTRY (E) S.D. WOOD (EX) NEW METAL DALUSTER GUARDRAIL (SEE PET. 4/A4.0) EXIST. KITCHEN WOOD (EX) F F--- I EX. �I I I I Ir L--- J SCALE:1/4" = 1'-0" 0 EXISTING WALLS ® NEW WALLS (2x6 EXT, 2x4 iNT. U.N.O.) NOTES: 1. ALL DIMENSIONS ARE GiVEN TO THE FACE OF STUD UNO. 2. ALL DOOR AND WINDOW DIMENSIONS ON THiS PLAN ARE TO CENTERLINE OF ROUGH OPENING U.N.O.; REFER TO SCHEDULES & MANUFACTURER INSTALLATION REQUIREMENTS FOR ROUGH OPENING SiZE. 3. SEE ATTACHED WSEC FORMS AND ENERGY REQUIREMENTS ON 01 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 SHALL BE LISTED A5 COMPLYING WiTH UL 2034 AND SHALL BE INSTALLED iN ACCORDANCE WiTH iRC R315.3 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. HARDWIRE AND INTERCONNECT DETECTORS TO POWER SUPPLY AND PROVIDE BATTERY BACKUP AS REQUIRED. 6. SMOKE DETECTORS (S.D.) AND CARBON MONOXIDE ALARMS (C.M.D.) TO DE INSTALLED 3'-0" MiNiMUM FROM BATHROOM DOORS. 7. ALL GAS FIREPLACE HEATERS RATED TO ANSi Z21.88 SHALL BE LISTED AND LABELED WiTH A FIREPLACE EFFICIENCY (FE) RATING OF 50 PERCENT OR GREATER iN ACCORDANCE WiTH C5A P.4.1. VENTED GAS FIREPLACES (DECORATIVE APPLIANCES) CERTIFIED TO ANSi Z21.50 SHALL BE LISTED AND LABELED, INCLUDING THEIR FE RATINGS, iN ACCORDANCE WiTH CSA P.4.1. W� 2 A A4.0 A3.0 NEW WALL TO BE FLUSH W/ EXISTING UN zLLJ �w �o w� EXISTING BAY WINDOW TO REMAIN 1 GROSS FLOOR AREA (MEASURED FROM EXTERIOR FACE OF EXTERIOR WALLS AND INCLUDING STAIRWELLS AT EACH FLOOR PER ECDC 21.30.040) EXISTING MAiN FLOOR AREA 1,511.0 SF PROPOSED MAiN FLOOR AREA 460.8 SF EXISTING LOWER FLOOR AREA 1,455.6 SF EXISTING GARAGE FLOOR AREA (UNCONDITIONED) 366.3 SF TOTAL PROPOSED CONDITIONED AREA 3,427.4 SF LU U z LU O CN z C) �..L..� Jj d-) a � S LIJ Q U z z N O LIJ Q J 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 3/1 /2024 REV 1: 10/16/2024 REV 2: 11 /13/2024 PERMIT SET MAIN FLOOR PLAN RESUB Nov 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1.2 DOOR SCHEDULE ID R.O. DIMENSIONS *SEE NOTE 1 DOOR LEAF DIMENSIONS TYPE THICK AREA (SF) NOTES U-VA WIDTH HEIGHT W HT MAiN FLOOR 01 6'-2" 6-101/2" 6'-0" 6'-8" S.G.D. 0'-13/4" 40.00 TEMPERED 0.28 02 6'-2" 6-101/2" 6'-0" 6-8" S.G.D. 0'-1 3/4" 40.00 TEMPERED; GANG W/ WINDOWS #5 & #6 0.28 03 3'-2" 6-101/2" 3'-01, 6-8" SWING 0'-1 3/8" 0.00 PANEL STYLE TO MATCH EXISTING 04 2'-10" 6-101/2" 2'-8" 6-8" SWING 0'-1 3/8" 0.00 PANEL STYLE TO MATCH EXISTING 05 2'-10" 6-101/2" 2'-8" 6-8" SWING 0'-1 3/8" 0.00 PANEL STYLE TO MATCH EXISTING I U I AL tX I tKIUK VUUK /1KtA: ou.UU MANUFACTURER: INTERIOR: MATCH EXISTING EXTERIOR: MATCH EXISTING EXTERIOR DOORS TO BE NFRC 100 LABELED AND CERTIFIED BY THE MANUFACTURER. GENERAL DOOR 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 DOOR TYPE: NOTE: 1. REFER TO SCHEDULE FOR ALL DIMENSIONS UNLESS NOTED OTHERWISE. 2. REFER TO ADDITIONAL GENERAL DOOR NOTES ABOVE UNLESS NOTED OTHERWISE. TEMP. TEMP. GLASS GLASS G /,-- n GIA/TNI�' WINDOW SCHEDULE ID ROUGH OPENING *SEE NOTE 1 ROUGH HEAD FROM SUBFLR. TYPE OPER AREA (SF) NOTES U-VAL WIDTH HEIGHT MAiN FLOOR 01 4'-6" 5'-0" 0-101/2" A P 22.50 0.28 02 4'-6" 5'-0" 6-101/2" A P 22.50 0.20 03 4'-6" 5'-0" 0-101/2" A P 22.50 0.28 04 4'-6" 5'-0" 0-101/2" A P 22.50 0.28 05 1'-1 1/2" 6'-9" 6'-91/2" B P 7.60 GANG WiTH DOOR #2; VERIFY HEAD HT. TO ALIGN W/ DOOR 0.28 06 1'-1 1/2" 6'-9" 6'-91/2" B P 7.60 GANG WiTH DOOR #2; VERIFY HEAD HT. TO ALIGN W/ DOOR 0.28 07 2'-6" 2'-0" 0-101/2" C A 5.00 RE -USE EX. FROM PR. BATH; GANG WiTH #05; VERIFY UL 0.28 (SEE NOTE 8) 0.28 08 2'-6" 2'-0" 0-101/2" C A 5.00 RE -USE EX. FROM PR. BATH; GANG WiTH #07; VERIFY UL 0.28 (SEE NOTE 8) 0.28 09 5'-6" 2'-8" 0-101/2" D P 0.00 INTERIOR ONLY TOTAL EXTERIOR WiNDOW AREA: 115.20 NFRC 100 LABELED AND CERTIFIED BY THE MANUFACTURER MANUFACTURER: MATCH EXISTING SERIES: MATCH EXISTING GENERAL WiNDOW NOTES: ADD 1/2" TO THE BOTTOM OF THE ROUGH OPENING, UNLESS NOTED OTHERWISE FOR INSTALLATION OF BEVEL SiLL 1. VERIFY ROUGH OPENING SIZES WiTH SELECTED MANUFACTURER REQUIREMENTS 2. SEE ELEVATIONS FOR CONFIGURATION 3. VERIFY ALL SIZES AND ROUGH OPENINGS PRIOR TO CONSTRUCTION 4. VERIFY EXISTING ROUGH OPENINGS WHERE WINDOWS ARE BEING REPLACED iN THE EXISTING OPENINGS PRIOR TO ORDERING THE WINDOWS 5. CONTACT ARCHITECT IMMEDIATELY WiTH QUESTIONS 6. TRANSLUCENT GLASS TO BE SATIN ETCH. PROVIDE GLASS SAMPLE TO OWNER/ARCH FOR APPROVAL PRIOR TO ORDERING 7. ALL WINDOWS iN SHOWERS TO BE VINYL, FIBERGLASS OR RATED FOR USE iN WET LOCATION. VERIFY CONFIGURATION OF SHOWER WINDOWS WiTH OWNER PRIOR TO ORDERING. 8. VERIFY WINDOWS TO BE RE -USED iN ADDITION MEET MiN. 0.28 UL FOR ENERGY CODE REQUIREMENTS, OR PROVIDE NEW WINDOWS OF SAME SiZE, OPERATION, AND STYLE WiNDOW TYPE: NOTE: 1. REFER TO SCHEDULE FOR ALL DIMENSIONS UNLESS NOTED OTHERWISE. 2. REFER TO ADDITIONAL GENERAL WiNDOW NOTES ABOVE UNLESS NOTED OTHERWISE. A B C 0 I OPERANLiTY KEY A = AWNING C = CASEMENT H.S. = HORIZONTAL 5LiDER P = PICTURE S.H. = SINGLE HUNG H = HOPPER TiE NEW PS iNTC EX PS SYSTEM O.H. DEPTH TO MATCH EX., TYP. U. q 1 A3.0 A4.0 ROOF PLAN SCALE:1/4" = 1'-0" EXISTING ROOF 0 NEW ROOF NOTES: 1. INSTALL CONTINUOUS RIDGE VENT UNLESS NOTED OTHERWISE. 2. INSTALL FLASHING PER ROOFING MANUFACTURER REQUIREMENTS. 3. FLASHING AT ALL ROOF PENETRATIONS TO BE INSTALLED PER ROOFING MANUFACTURER'S INSTALLATION REQUIREMENTS. 4. INSTALL ALL ROOFING PER SELECTING ROOFING MANUFACTURER'S INSTALLATION REQUIREMENTS, TYP. E IEW riNG) I ATTIC VENTILATION REQUIREMENTS 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 DY VENTILATORS LOCATED 1N THE UPPER PORTION OF THE SPACE TO BE VENTILATED NOT MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WiTH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY THE EAVE VENTS. Lu CU Z Lu NO Z c) f) LIJ J i T- O) a L.L S Lu p U ti z z N O LIJ Q J 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H I T E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 3/1 /2024 REV 1: 10/16/2024 REV 2: 11 /13/2024 PERMIT SET ROOF PLAN, DOOR & WINDOW SCHEDULES RESUB Nov 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NEW ATTiC AREA = 650.3 SF /300 REQUIRED VENTILATION AREA = 2.18 SF OR 314 50 iN (157 SQ 1N MAX @ RiDGE;157 SQ iN MiN @ EAVE) PROVIDE CONTINUOUS RIDGE VENT (10 LiN. FT TOTAL @ 13.5 5Q iN PER LiN FT) =135 5Q iN (45%) PROVIDE (3) 2" PIA. CIRCLES (9.4 SQ iN) PER BAY X 20 BAYS =188 SQ iN (60%) Al .3 MAX. BLDG. HEIGHT LiMiT / DATUM EL = 224.5' APPROX. EX. GRADE EX FRONT ENTRY PORCH & ROOF — NEW PAINTED CORNER TRiM 9 ADDITION TO MATCH EX., TYP. PAINTED WiN. TRiM TO MATCH EX., TYP. 12" 4"+/-1 (MATgL�X.J_,,55 EX SKYLIGHTS BEYOND EX HORiZ. LAP SiPING & TRiM TO REMAIN ------ - EX PARTIALLY BELOW- I GRADE GARAGE APPROX. LOC. OF PROPOSED EX. ELEC. STRUCTURE TO REMAIN HEAT PUMP, VERIFY iN FIELD METER TO & INSTALL BASE PER MFR. REMAIN NORTH ELEVATION SCALE:1/4" = 1'-0" 12" (MATCH EX.) N <- ---j NEW BEAMS & POST 9 CARPORT PER STRUCT., NEW 2X PRE -PRIMED CEDAR TRiM TO MATCH EX., PAINT FiNiSH A 1fkA1 r) ! 1 nnr 1'Jin/'`f 1 lTTIll 1T EX ROOF EL = 23'-71/2"+/- (T.O. EXISTING RIDGE) (EL = 219.7' PER SURVEY) F113ER-CEMENT SHINGLE -STYLE PANEL SiPING Cad GABLE TO MATCH EX., PAINT FiNiSH PROPOSED ADDITION ROOF TO MATCH EX SLOPE & RIDGE HT., ASPHALT SHINGLE ROOFING TO MATCH EX. 2X PRE -PRIMED CEDAR TRiM TO MATCH EX., PAINT FiNiSH EX MAiN FLOOR PLATE EL=17'-0"+/- (T.O. EXISTING PLATE) HORiZ. LAP SiPING Cad ADDITION (EL = 213.1'+/-) TO MATCH EX., PAINT FiNiSH EX STAIR & DECK STRUCTURE TO REMAIN, PER PLANS, RECONFIGURE OR REPLACE GLASS TEMP. BALUSTER GUARD TO MATCH EX, AS NEC. EX MAiN FLOOR EL = 8'-11 1/8"+/- (T.O. EXISTING SUBFLOOR) 5.0'+/-) EX LOWER FLOOR PLATE EL = 8'-1 1/8""+/- (T.O. EXISTING PLATE) (EL = 204.2'+/-) AVE. EX. GRADE DATUM EL=199.5' APPROX. t� _ _ _ _ EX LOWER FLOOR EL = 0'-0"+/- (T.O. EXISTING SLAB) EX. D5 TO P15CHARGE AT (EL=196.3' PER SURVEY) EX. ADJACENT AREA DRAIN MAX. BLDG. HEIGHT LiMiT / DATUM EL = 224.5' EX ROOF EL = 23'-71/2"+/- (T.O. EXISTING RIDGE) (EL = 219.7' PER SURVEY) EX MAiN FLOOR PLATE EL=17'-0"+/- (T.O. EXISTING PLATE) (EL = 213.1'+/-) RETAINING D REMAIN 300T AIN EX MAiN FLOOR EL = 8'-11 1/8"+/- T.O. EXISTING SUBFLOOR = 2 5.0'+/-) EX LOWER FLOOR PLATE EL = 8'-1 1/8""+/- (T.O. EXISTING PLATE) (EL = 204.2'+/-) I I AVE. EX. GRADE DATUM EL=199.5' - — - — - — - — - — - — - — - — — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — — - — - — - — - — - — - — - — I I I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ EX LOWER FLOOR EL = 0'-0"+/- - — L——————— — — — — —— — — — — — — — — —— _— — — — — — — — — — — — — — — —------------- — — — —- j (T.O.EXISTING SLAB) (EL=196.3' PER SURVEY) EAST (FRONT) ELEVATION SCALE:114'' = 1' 0' w CU z Lu NO z C) U) �..L..� Jj d) a � S Lu Q U ti z z N O w LU J 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H IT E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 3/1 /2024 REV 1: 10/16/2024 REV 2: 11 /13/2024 PERMIT SET EXTERIOR ELEVATIONS RESUB Nov 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A2.0 MAX. BLDG. HEIGHT LiMiT / DATUM EL = 224.5' SOUTH ELEVATION SCALE:1/4" = 1'-O" PROPOSED ADDITION ROOF TO MATCH EX SLOPE & RIDGE HT., ASPHALT SHINGLE ROOFING TO MATCH EX. HORiZ. LAP SiPING @ ADDITION TO MATCH EX., PAINT FINISH NEW POST & BEAM PER STRUCT, WRAPPED PER PET. - EX DECK STRUCTURE & GARAGE BEYOND TO REMAIN, RECONFIGURE OR REPLACE TEMP. GLASS BALUSTER GUARD AS NECESSARY EX. HORiZ. LAP SiPING TO REMAIN ------------ EX STAIR TO REMAIN APPROX. -EX.GRA DE- . WEST ELEVATION SCALE:1/4" = 1' 0" 0 PROPOSED ADDITION <----j NEW ROOF SLOPE, RIDGE HEIGHT, AND FiNiSH TO MATCH EXISTING - EX ROOF EL = 23'-71/2"+/- (T.O. EXISTING RIDGE) NO CHANGES PROPOSED (EL=196.3' PER SURVEY) AiNTED WiN. TRiM TO 1ATCH EX., TYP. 5 EX 04 03 02 D1 ` (EX) 05 EX DECK & GUARD TO REMAIN, TYP. U.N.O. \ I IL III IIIIII (EX),, (EX) ,� �� (EX) (EX) \`(EX) P(E) =s (EX) PS DS MAX. BLDG. HEIGHT LiMiT / DATUM EL = 224.5' EX ROOF EL = 23'-71/2"+/- (T.O. EXISTING RIDGE) (EL = 219.7' PER SURVEY) EX MAiN FLOOR PLATE EL=17'-0"+/- (T.O. EXISTING PLATE) (EL = 213.1'+/-) EX MAiN FLOOR EL = 8'-11 1/8"+/ (T.O. EXISTING SUBFLOOR) (EL = 205.0'+/-) EX LOWER FLOOR PLATE EL = 8'-1 (T.O. EXISTING PLATE) (EL = 204.2'+/-) AVE. EX. GRADE DATUM EL=199.5' -Z - -- - — - — - — - — -- APPROX. JEX LOWER FLOOR EL = 0'-0"+/- EXTRAU (T.O. EXISTING SLAB) (EL=196.3' PER SURVEY) W CU z W No z C) U) W -i rn r W o U ti z z N O � W � � r)w Q J 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H IT E C T U R E D E S+ I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 3/1 /2024 REV 1: 10/16/2024 REV 2: 11 /13/2024 PERMIT SET EXTERIOR ELEVATIONS RESUB Nov 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A2.1 IV 1 ROOF TRUSS TO EXTEND OVER DECK (SEE WALL SEC. 1/A4.0) I FRAMED SOFFIT 9 OVERHANG TO MATCH EX. ROOF EX. GUARD TO REMAIN NEW ROOF HEIGHT, SLOPE & ASPHALT 2 127-- ATTIC MATCH EX.) SHINGLE FiNiSH TO MATCH EXISTING A4.0 4"+/-= PRE-MANUF. TRUSSES TRUSS DESIGN TO (MATCH EX.) INCORPORATE VAULTED N 6„ 11 161, CEILING @ BEDROOM 2X PAINTED TRiM �_STAINEP TO MATCH EXIST. T&G 9 SOFFIT (OFT: PAINTED FiNiSH) DROP BM. PER STRUCT. (WRAP W/ VENEER, PAINT FiNiSH) COVERED DECK EX STAIR & GUARDS TO — REMAiN EX. BM*\�EX. FRAMED SOFFIT TO TO REMAIN (PATH & REMAIN REPAIR A5 NEC.) CARPORT (EX) BUILDING SECTION SCALE:1/4" = 1'-0 PRIMARY BEDROOM NEW FLUSH EX. DECK FRMG W/ NEW SiSTERED BM PER 2X12 FLR FRMG (PER STRUCT.) TO STRUCT. LEVEL FLOOR FOR NEW CONDITIONED SPACE; NEW FLOOR SHEATHING & FiN. FLOORING PER PLANS (SEE WALL SECTION 1/A4.0); MATCH EX. FLR. LEVEL —EX DECK FRMG & SHEATHING TO REMAIN, TRAFFIC MEMBRANE FiNiSH TO REMAIN (PATCH & REPAIR OR REPLACE NEW AS NEC.) TTI EX CONC. SLAB & ASPHALT SURFACE TO REMAIN (PATCH & REPAIR A5 NEC. FOR FDN/WORK 5 TYP. EXIST. EXT. WALL & ROOF GABLE - 1 A5.0 REMOVE EX. SiDiNG & W.R.B., INSTALL NEW 1/2" GWB, PAINT FiNiSH 2x P1ZE= - - ( FRiMED CEDAR � PRIMARY BEDROOM - - - - TRiM TO NEW OR RELOCATED EXISTING MATCH EX., WINDOWS PER WINDOW SCHEDULE FAINT FiNiSH ( 1 J NEW FLUSH BM. PER STRUCTURAL 3 A5.0 EX. DECK FRMG W/ NEW SiSTERED 2X12 FLR TYP. FRMG (PER STRUCT.) TO LEVEL FLOOR FOR NEW CONDITIONED SPACE; NEW FLOOR SHEATHING & FiN. FLOORING PER PLANS (SEE WALL SECTION 1/A4.0); MATCH EX. FLR. LEVEL EX. FRAMED SOFFIT TO REMAIN, PATCH & REPAIR AS NEC. (SEE WALL SECTION 1/A4.0) INSTALL NEW 2X PRE -PRIMED CARPORT CEDAR TRiM W/ DRiP EDGE TO (EX) MATCH EX., PAINT FiNiSH EX. ASPHALT SURFACE TO REMAIN (PATCH & REPAIR AS NEC. FOR FDN/ WORK PARTIAL BUILDING SECTION SCALE:1/4" = 1'-0 - - - - - - - - - - - - - 3 ��REMOVE & REPLACE G.D. TRACK BEYOND I. GARAGE (EX) PROVIDE OPENING iN ATTiC TO NEW ATTiC AREA EX. ROOF/ATTIC FRAMING ADJACENT TO EX. SKYLIGHT PRIMARY BATH (REMODELED) BATH (EX) W.I.C. NEW 5/5" TYPE 'X' GWB c UNDERSIDE OF FLOOR FRAMING ABV. GARAGE EX FURRED FRAMED WALL TO REMAIN EX RET'G WALL & FDN TO REMAIN (UPGRADE A5 NEC. PER STRUCT.)— TIC 11 (EX) PkM`T PF. TRUSSES WINE ROOM (REMODELED) EX. FLOOR OPENING FOR EX. STAIR REPLACE EX. FLOORING PER PLANS - EX. 5LA8 & FOOTING TO REMAIN, TYF. KITCHEN & STAIR (EX) REPLACE EX. GUARD W/ NEW — DEN & STAIR (EX) 0 • APPROX. EX. FiN. GRADE— cif f w CU z Lu NO z c) U) Jj d) a mow/ L.L � S Lu p U ti z z N O w LLI J 9716 REGISTERED ARCHITECT GST DI MICHELLE HELGESON ATE OF WASHINGTON H 2 D ARC H ITE CT U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 3/1 /2024 REV 1: 10/16/2024 REV 2: 11 /13/2024 PERMIT SET BUILDING SECTIONS RESUB Nov 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A3.0 TYP NEW ATTIC ROOF ASSEMBLY OVER CONDITIONED SPACE -30 YR. ASPHALT SHINGLE ROOFING TO MATCH EX. -W.R.B. WATER -RESISTIVE AND AiR BARRIER: PROCLiMA 50LiTEX MENTO, SiGA MAJVEST, OR APPROVED EQUAL, (INSTALL PER MFR REQ'S); TAPE AND SEAL ALL PENETRATIONS -CDX PLYWOOD PER STRUCTURAL -ROOF TRUSSES PER STRUCTURAL (SLOPE TO MATCH EX., VAULTED WHERE SHOWN iN PLANS) -BAFFLE FOR MiN.1" VENTILATED AiR SPACE (WHERE REQUIRED BY CODE) -R-49 GATT INSULATION -5/8" GWB -PVA PRIMER PROVIDE VENTING @ EACH DAY BETWEEN ATTiC AND COVERED DECK ROOF TYP NEW ATTIC ROOF ASSEMBLY OVER OUTDOOR SPACE -30 YR ASPHALT SHINGLE ROOFING TO MATCH EX. -W.R.B. WATER -RESISTIVE AND AiR BARRIER: PROCLiMA 5 SOLiTEX MENTO, SiGA MAJVEST, OR APPROVED EQUAL, A4.0 (INSTALL PER MFR REQ'S); TAPE AND SEAL ALL PENETRATIONS -CDX PLYWOOD PER STRUCTURAL -ROOF TRUSSES PER STRUCTURAL (SLOPE TO MATCH EX.) -5/4X6" WOOD T&G STAINED FiNiSH (OPT: PAINT FiNiSH) / I TYP NEW EXT. WALL ASSEMBLY I I -HORIZONTAL LAP SiPING TO MATCH EX., PAINTED / -INSTALL 31) DRAINAGE MAT OVER W.R.B. -W.R.B. WATER -RESISTIVE AND AiR BARRIER: PROCLiMA 50LiTEX MENTO, SiGA MAJVEST, OR APPROVED EQUAL (INSTALL PER MFR REQ'TS); TAPE AND SEAL ALL PENETRATIONS -CDX PLYWOOD PER STRUCTURAL -2X6 FRAMING PER STRUCTURAL -MiN. R-21 GATT iNSULATiON -1/2" GWB -PVA PRIMER TYP REMODELED MAIN FLOOR ASSEMBLY -FiNiSH FLOOR PER PLAN -PLYWOOD SHEATHING PER STRUCTURAL -FRAMING PER STRUCTURAL (EX. 2X12 JOISTS W/ NEW 5f5TERED 2X12 FLOOR JOISTS TO LEVEL FLOOR 9 NEW CONDITIONED SPACE) -MiN. R-38 GATT INSULATION OVER UNCONDITIONED SPACE -2X SOFFIT FRAMING AT CARPORT -EXTERIOR-GRADE PLY SHEATHING TO MATCH EX., PAINT FiNiSH AT GARAGE -5/8" TYPE 'X' GWB COVERED DECK FOR DOOR THRESHOLD, SEE 6 A5.0 / 51/4"+/- TYP EXIST. DECK ASSEMBLY FLOOR FLOOR BEARING -EXISTING W.P. TRAFFIC MEMDRANE (PATCH & REPAIR, OR REPLACE OVER OVER WIDTH AS NEC. @ AREA OF WORK TO COMPLETE & SEAL WATERPROOFING) CARPORT GARAGE -EXISTING DECK SHEATHING -EXISTING 2X SLOPED DECK FRAMING -EXISTING 2X SOFFIT FRAMING -EXISTING PLY SHEATHING, PAINTED RASE WALL FLASHING OVER CANT @ DECK, RUN OVER EX. W.P. DECK MEMDRANE AND SEAL W/ MASTIC; OR, iF NEW DECK MEMDRANE TO DE INSTALLED, RUN MEMBRANE OVER CANT & UP UNDER WALL W.R.D. MiN. 6" NEW FLUSH DM. PER STRUCT. WALL SECTION SCALE:1/2" = 1' 0'' DEMO EXIST. SOLID WALL GUARD & TRiM r NEW GUARD: METAL TOP RAiL W/ VERT. METAL BALUSTERS, VERIFY FINAL DESIGN & FINISHES W/ CLIENTS; OPENINGS iN GUARD SHALL NOT ALLOW THE PASSAGE OF A 4" PIA. OR LARGER SPHERE, TYP.; ALL CONNECTIONS PROVIDED BY RAILING MFR. OR STRUCTURAL ENGINEER, TYP. EXIST. HARDWOOD FINISHED FLOORING, PATCH & REPAIR AS NECESSARY FOR DEMO OF EXISTING AND iNSTALLATiON OF NEW GUARD, STAIN FiNiSH TO MATCH EXISTING (OPT.) GUARD DESIGN W/ STAINED 2X WOOD BASE � INSTALL NEW OR VERIFY EXISTING FRAMING/ 13LOCKING FOR NEW GUARD BASE ATTACHMENT PER MFR. EXIST. GWB WRAP @ EDGE, PATCH & REPAIR AS NECESSARY, PAINT FiNiSH EXIST. MAiN FLOOR FRAMING & FiNiSH TO REMAIN TYP. NEW INTERIOR GUARDRAIL z 0 TYP, ATTiC ROOF A55EM13LY OVER OUTDOOR SPACE SEE DETAIL 3/A4.0 FOR TYP. EAVE ASSEMBLY- U t- MATCH EXIST. 1X PRE -PRIMED CEDAR VENEER WRAP @ DEAM, PAINT FiNiSH (BEAM & FRAMING PER STRUCT. PLANS) 5/4X6" WOOD T&G STAINED FiNiSH (OPT: PAINT FiNiSH) EAVE DETAIL @COVERED DECK VARIES TYP. NEW ATTiC ROOF A55EM13LY OVER CONDITIONED SPACE PER 1/A4.0 TYP. NEW EXT. WALL ASSEMBLY PER 1/A4.0 TYP. REMODELED MAiN FLOOR A55EMDLY PER 1/A4.0 EXISTING UNHEATED GARAGE NEW P.T. SiLL PLATE PER STRUCT. P.T. CANT STRIP @ DA5E OF WALL RASE METAL FLASHING W/ DRiP EDGE, RUN OVER CANT STRIP AND UP UNDER WALL W.R.D. MiN. 6" APPROX. LOCATION OF EXISTING FiN. GRADE (CONC. WALK) TYP EXIST. BELOW -GRADE WALL ASSEMBLY -EXISTING CONCRETE RETAINING WALL & FOUNDATION -EXISTING FURRED FRAMED WALL & AiR SPACE -EXISTING iNSULATION WHERE OCCURS -EXISTING GWB 18'-10" AVERAGE FRONT SETBACK (PER SHT. 02) MiN. 19'-8 3/16"+/- FROM I L � *DiMEN5i0N TO DE EX. F.O.C. TO P.L. SURVEYED iN FIELD DURING CONSTRUCTION TO VERIFY MiN.19'-11 11/16" FROM PROPOSED COMPLIANCE WiTH SETBACK F.O.NEW FRMG TO P.L." UNLESS WAIVED DY CiTY (MATCH EX. F.O.FRAMiNG) WALL SECTION SCALE:1/2" = 10" DECK BELOW TYP, ATTiC ROOF ASSEMBLY OVER OUTDOOR SPACE; OUTLOOKERS PER TRUSS MFR. & STRUCT., TYP. METAL DRiP EDGE, TYP. - RUN UNDER ROOF UNDERLAYMENT PRE -PRIMED EXT. RATED FASCIA I & FLASHING TRiM @ RAKE, SiZE I TO MATCH EXIST., PAINT FINISH \ PER ROOF / SOFFIT SHEATHING TO 2 PLAN / MATCH EXIST., PAINT FiNiSH RAKE PET. SiM. @ ATTiC ROOF A55EMDLY OVER CONDITIONED SPACE SiDiNG & W.R.B. PER PLANS OVER CDX PLY PER STRUCT. METAL FLASHING, RUN UNDER W.R.B. 2X PRE -PRIMED CEDAR TRiM TO MATCH EX., PAINT FiNiSH 1X PRE -PRIMED CEDAR VENEER WRAP @ DECO. BOX DEAM, PAINT FiNiSH (DEPTH & WIDTH TO MATCH STRUCT. BM. PER 5/A4.0) 5/4X6" WOOD T&G STAINED FiNiSH (OPT: PAINT FiNiSH) TYP. EAVE ASSEMBLY SCALE: 1" = 10" RAKE & BOX BEAM DETAIL @ COVERED DECK SCALE: T' = 1'-01, TYP, ATTiC ROOF ASSEMBLY OVER ONPITIONED SPACE IGiD iNSULATION WHERE REQUIRED U MEET R-49 @ PERIMETER ENTED BLOCKING - REFER TO ROOF NTiLATION CALCS FOR SiZE AND fMENSION OF VENT HOLES PER DAY, ISTALL NOWCORROSiVE INSECT SCREEN AVE & SOFFIT FRAMING PER STRUCTJ ZUSS MFR. IETAL DRiP EDGE, TYP. - RUN UNDER OOF UNDERLAYMENT IETAL GUTTER, SiZE, STYLE AND COLOR D MATCH EXIST. RE -PRIMED EXT. RATED FASCIA, SiZE TO IATCH EXIST., PAINT FiNiSH 'CONTINUOUS FLUSH SOFFIT VENT W/ ON -CORROSIVE WiFE INSECT SCREEN OFFiT SHEATHING TO MATCH EXIST., AiNT FINISH YP. NEW EXT. WALL A55EMDLY EXISTING WALL FiNiSH, OR PATCH TO MATCH EXISTING R-21 GATT iNSULATiON @ ALL EXPOSED 2X6 STUD BAYS AND/OR R-15 H.D. GATT AT ALL EXPOSED 2X4 STUD DAYS. R-21 RiGiD OR DATT INSULATION @ AREAS OF NEW 2X iNFiLL, TYP. EXISTING WALL FRAMING, OR NEW 2X WOOD STUDS @ 16" O.C. (MATCH EX. WALL THICKNESS) EXISTING EXTERIOR WALL SHEATHING, OR PATCH TO MATCH EX. OR PER STRUCTURAL EXISTING W.R.B., OR PATCH TO MATCH EXISTING EXISTING SiDiNG, OR PATCH TO MATCH EXISTING TYP. DET. @EXPOSED EXT. WALLS w U Z Lij NO 0 Z c) v) �..�..� _j T_ d-) a S ui Q U ti z z N O �Lij w � Q J 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.h2darc h i tects.c om DATE: 3/1 /2024 REV 1: 10/16/2024 REV 2: 11 /13/2024 PERMIT SET WALL SECTIONS & DETAILS RESUB Nov 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A4.0 SCALE: T' = 1' 0" SCALE:1" = 1'-01, SCALE: 11/2"= 1'-0" iNTERiOR EXTERIOR INTERIOR EXTERIOR HEADER PER STRUCTURAL OR EXIST TYP EXTERIOR HEADER PER STRUCTURAL OR EXIST R-10 FOAM 9 HEADER TYP WALL ASSEMBLY R-10 FOAM @ HEADER TYP TYP EXTERIOR WALL ASSEMBLY EXTERIOR SHEATHING HEAD FLASHING INSTALL PER FOLD UP WEATHER FOLD UP WATER-RE51STiVE TYP DOOR FLASHING DETAIL RESISTIVE BARRIER BARRIER & TEMPORARILY 1/2" GWB, U.N.O. �' I �� 1/2" GWB, U.N.O. �� AND TEMPORARILY WI) TRiM PER TYP iNT HEAD FLASHING INSTALL PER I WD TRiM PER TYP iNT *FLASHING TAPE °2 SECURE WINDOW TRiM DETAIL I TYP WINDOW FLASHING DETAIL SECURE I 1 DOOR TRiM DETAIL I @ ROUGH Q MTL FLASHING OVER HEAD TRiM, TYP MTL FLASHING OVER HEAD TRiM, TYP OPENING T"E 3 PRE -PRIMED CEDAR OR EXT. RATED `- PRE -PRIMED CEDAR OR EXT. RATED WATERPROOF, 6 vz WINDOW LINER TRiM PER TYP EXT WINDOW TRiM HEAD TRIM PER TYP EXT DOOR TRIM Ai1ZTiiT TAPE / - O W.R.D. DETAIL AiR SEAL DOOR W/ DETAIL �, 5 EXTERIOR SHEATHING WATER -RESISTIVE AIR SEAL WINDOW W/ BACKER - - BACKER ROD AND PRE -HUNG DOOR PER SCHEDULE; TAPE WATER RESISTIVE 10 SiLL PLATE WRAP INTO OPENING ROD AND INTERIOR AiR SEALING INTERIOR AIR SEALING INSTALL W/ WEATHERSTRIPPING, / 5 SELF ADHESIVE TAPE WINDOW PER WINDOW SCHEDULE SELF ADHESIVE TAPE TYP ,o BARRiER� ,l °' 9 8 JAMB FLASHING TYP WINDOW HEAD TYP EXTERIOR DOOR HEAD o TAPE, OVERLAP SILL 4 1" =1'-0" WINDOW INSTALLED �\ FLASHING TAPE \ EXTERIOR 9 ° - INSTALL FLASHING TAPE \ / AIRTIGHT TAPE EXTERIOR TYP EXTERIOR WALL JAMB FLASHING, INSTALL PER TYP / GUSSETS AT CORNERS, JAMB FLASHING, INSTALL PER TYP DOOR FLASHING DETAIL TYP EXTERIOR WALL ASSEMBLY ,----- / PRESS INTO CORNERS © 5 WINDOW FLASHING DETAIL PRE -PRIMED CEDAR OR EXT RATED ACCURATELY ASSEMBLY ----- WD TRiM PER TYP iNT WATERPROOF WD TRIM PER TYP iNT PRE -PRIMED CEDAR OR EXT RATED DOOR TRIM DETAIL JAMB PER TYP EXT. DOOR TRiM SILL FLASHING TAPE AIRTIGHT TAPE LEDGER FLASHING WINDOW TRiM DETAIL JAMB PER TYP EXT. WINDOW TRiM DETAIL WATERPROOF (WATERPROOF, FOR SEALING DETAIL SEALANT BTW TRiM & JAMB AIRTIGHT A1RTiGHT TAPE) AROUND DOORS SEALANT BTW WINDOW & JAMB EXTENSION JOINT TYP FLASHING TAPE @ JOINT PRE -HUNG DOOR PER SCHEDULE; ROUGH OPENING © Q \ WINDOW PER WINDOW SCHEDULE 1/2" GWB, U.N.O. INSTALL W/ WEATHERSTRIPPING, / ' 1/2'' GWB, U.N.O. ------ AiR SEAL WINDOW W/ BACKER TYP / SEAL TOP OF JOISTS ROD AND INTERIOR AiR SEALING AiR SEAL DOOR W/ BACKER ROD WINDOW FLASHING 6. CUT AND APPLY TWO GUSSETS WiTH TAPE THE / UNDER DECKING SELF ADHESIVE TAPE AND INTERIOR AiR SEALING SELF 1. CUT THE WRB FLUSH WiTH SiLL AND JAMBS AND FULL DEPTH OF THE SiLL AT CORNERS PLUS 3 / WINDOW LINER ADHESIVE TAPE INCHES TO EXTEND PAST THE SiLL. STRETCHING iNTERiOR 1 INCH ABOVE HEAD. AROUND THE CORNER AND ACCURATELY PRESS iNTERiOR 2. CREATE FLAP OF WRB ABOVE R.O. HEAD. CUT THE INTO CORNERS. 5iM AT JAMB TO HEAD CORNERS. TYP WINDOW JAMB TYP EXTERIOR DOORJAMB WRB 9" OUTT 45 DEGREE ANGLE FROM THE UPPER CORNERS A PONT OF THE ROUGH UP AND CUT HEAD FLASHING TAPE 64 WIDER THAN HEAD ' / OPENING. TO EXTEND 3" PAST EACH END. APPLY ALONG 5 1" 3. FOLD UP WRB FLAP AT HEAD AND TEMPORARILY HEAD PORTION AND CUT LENGTHWISE TOWARD SECURE WiTH MASKING TAPE 50 THAT iT CAN BCORNERS. FOLD TAPE ON HEAD WHILE FIRMLY BE CORNERS. FLASHING 9. INSTALL FLASHING TAPE ALONG JAMBS PRESSING TO ATTACH. 6. CUT AND APPLY TWO GUSSETS WITH TAPE AiR SEAL WINDOW W/ BACKER INSTALLED OVER THE HEADER FLANGE OF THE 1. CUT THE WRB FLUSH WiTH R.O.. OVER FLANGE. OVERLAP 1.5" ON TOP AND 2.5" 8. INSTALL FLANGED WINDOW ON FLASHED R.O. AND THE FULL DEPTH OF THE SILL AT CORNERS ROD AND iNTERiOR AiR SEALING INSTALL PAN FLASHING W/ BACK EXTERIOR DOOR W/ WINDOW LATER. � 2. CREATE FLAP OF WRB ABOVE R.O. HEAD. CUT THE ON BOTTOM. PRESS FIRMLY TO AFFIX. DOOR PAN FLASHING AND FASTEN TO STRUCTURE PER MFR'S INSTRUCTIONS. PLUS 3 INCHES TO EXTEND PAST THE SiLL. SELF ADHESIVE TAPE DAM OVER BEVELED SLOPED COUNTERFLA5HING, TYP INTEGRAL THRESHOLD 4. INSTALL WATERPROOF AIRTIGHT SILL FLASHING g. INSTALL FLASHING TAPE ALONG JAMBS OVER WRB AT 45 DEGREE ANGLE TO A POINT 9" UP AND STRETCHING AROUND THE CORNER AND 10. INSTALL FLASHING TAPE ALONG HEAD TO CEDAR SILL TAPE. CUT TAPE WIDER THAN THE SILL TO EXTEND 9" OUT FROM THE UPPER CORNERS OF THE ROUGH OVERLAP MiN 3" ON EACH SiDE. PRESS (2) BEADS OF BUTYL CAULK FLANGE. OVERLAP 1.5" ON TOP AND 2.5" ON BOTTOM. ACCURATELY PRE INTO CORNERS. SIM AT FIRMLY TO AFFIX. UNFOLD WRB AND INSTALL SILL PER TYP iNTERiOR SEALANT BTW WINDOW & SILL BACKER ROD & SEALANT//:,-o MIN 2" PAST EACH END. APPLY AND FOLD TAPE PRESS FIRMLY TO AFFIX. OPENING. ALONG SiLL,1" INSIDE FRONT AND ONTO WINDOW SILL, EXTENDING IT UP EACH SiPE MIN 3. FOLD UP WRB FLAP AT HEAD AND TEMPORARILY JAMB TO HEAD CORNERS. OVER THE TOP OF FLANGE. TAPE THE WINDOW TRiM DETAIL TRiM JOINT BETWEEN L-METAL & � w REAR EDGES, EXTEND CAULK 3" 10. INSTALL FLASHING TAPE ALONG HEAD TO 7. CUT HEAD FLASHING TAPE 6"+ WIDER THAN SILL. TOOL JOINT. w OF 2 . STRETCH AROUND CORNER AND OVERLAP MIN 3" ON EACH SIDE. PRESS FIRMLY TO SECURE WITH MASKING TAPE 50 THAT IT CAN BE DIAGONAL CUTS iN THE WRB ABOVE THE PRE -PRIMED CEDAR OR EXT. RATED UP SIDES OF ROUGH OPENING HEAD TO EXTEND 3" PAST EACH END. APPLY DOOR HEAD. > ? ACCURATELY PRESS INTO CORNERS. INSTALLED OVER THE HEADER FLANGE OF THE DOOR TRIM PER EXTERIOR WINDOW TRIM FiNiSH FLOOR AFFIX. UNFOLD WRB AND INSTALL OVER THE TOP OF ALONG HEAD PORTION AND CUT LENGTHWISE DETAIL SELF ADHESIVE FLEXIBLE FLASHING 5. CUT WATERPROOF AIRTIGHT FLASHING TAPE 4 FLANGE. TAPE THE DIAGONAL CUTS iN THE WRB LATER. TOWARD CORNERS. FOLD TAPE ON FULL DEPTH UNDER SILL, WRAP OVER SiLL BLOCKING LONGER THAN JAMB5 TO EXTEND 1.5" ON TOP AND ABOVE THE WINDOW HEAD. 4. INSTALL WATERPROOF AIRTIGHT SiLL FLASHING *NOTE: MAKE SURE TAPING i5 DONE FROM 5L �� OF HEAD. FIRMLY PRESS TO AFFIX. BOTTOM TO TOP 50 THAT ALL TAPE JOINTS BEVELED SLOPED CEDAR AND DOWN OVER EX. DECK W.P. 2.5 ON THE BOTTOM. APPLY ALONG FIELD TAPE. CUT TAPE WIDER THAN THE SiLL TO EXTEND 8. INSTALL DLOOR ON FLASHED R.O. AND ARE PROPERLY SHiPLAPPED. MEMBRANE; SEAL W/ MASTIC FOR MEMBRANE AND CUT LENGTHWISE TOWARD *NOTE: MAKE SURE TAPING i5 DONE FROM BOTTOM MiN 2" PAST EACH END. ADD A BACK DAM OR FASTEN TO STRUCTURE PER MFR'S **NOTE: INSTALL WRB AND FLASHING PER SILL, SLOPE TO EXTERIOR REMODELE WATERPROOFING; OR, RUN NEW W.P. CORNERS. FOLD TAPE ON JAM135 AND PRESS TO TOP 50 THAT ALL TAPE JOINTS ARE PROPERLY SLOPE SILL AT THE BOTTOM OF THE R.O.. APPLY ---- W.R.B. AND SiLL FLASHING INSTALL FLOOR MEMBRANESHiPLAPPED UNDER DOOR SILL & S.A.M. FIRMLY TO ATTACH. INSTALL IDENTICAL GUSSETS AND FOLD TAPE ONTO DOOR SiLL, EXTENDING iT UP iNSTRUCT10N5. SELECTED MFR'S iNSTALLATION REQTS. 1/2" GWB, U.N.O. PER TYP WINDOW FLASHING DETAIL ASSEMBLY/ AS USED FOR THE SILL PORTION AND STRETCH **NOTE: INSTALL WRB AND FLASHING PER SELECTED EACH SiDE MiN OF 6". STRETCH AROUND CORNER TYP EXTERIOR WALL ASSEMBLY BEAM PER BLOCKING UNDER DOOR SiLL AROUND CORNER TOWARD THE EXTERIOR. MFR'S INSTALLATION REQTS AND ACCURATELY PRESS INTO CORNERS. iNTERiOR EXTERIOR STRUCT. DECK FRAMING & FiNiSH PER PLANS TYP WINDOW SILL TYP DOOR THRESHOLD TYP WINDOW FLASHING DTL TYP DOOR FLASHING DTL @ EXTERIOR 3 V =1'-0" �11NST�ALL 6 1" = 1' *OR SiM N.T.S. OR PER MFR INSTALLATION REQTS 8 N.T.S. OR PER MFR INSTALLATION REQ'T5 ACKERROD AND/OR FOAM INSULATION @ ANY GAP BETWEEN WINDOW AND ROUGH FRAME, TYP 2. VERIFY WINDOW INSTALLATION W/ WINDOW MFR INSTALLATION REQTS BEVEL @ CORNERS, TYP. SHAPED HEAD TRiM SHAPED HEAD TRiM TO MATCH TO MATCH EX. DESIGN BEVEL @ EX. DESIGN & THICKNESS & THICKNESS CORNERS, TYP. WOOD TRiM TO MATCH WOOD TRiM GWB, UNO EXT. GRADE PAINTED EX, STAIN FiNiSH EXT. GRADE TO MATCH TRiM TO MATCH EX., TYP. �_E PAINTED TRiM TO EX, STAIN WD TRiM PER TYP MATCH EX., TYP. FiNiSH \ DETAIL 12/A5.0 DOOR PER SCHEDULE WINDOW PER WINDOW SCHEDULE LiNE OF DOOR LiNE OF DOOR DOOR JAMB WINDOW PER WINDOW JAMB, TYP JAMB, TYP DOOR FRAME WD TRiM PER TYP SCHEDULE DETAIL 12/A5.0 DOOR PER DOOR DOOR PER DOOR DOOR PER SCHEDULE SCHEDULE GWB, UNO SCHEDULE TYP EXT. WN DW TRI M TYP I NT. WN DW TRIM TYP E�XT. DOOR TRIM TYP I NT. DOOR TRIM TYP I NT DOOR HEAD TYP I NT DOOR JAM B 9 1"-1'-0-1-0 CL DOOR, WHERE OCCURS DOOR, WHERE OCCURS FiNiSH WOOD FLOORING FiNiSH WOOD FLOORING SCHLUTER TRANSITION SCHLUTER SCHiENE TYP WALL ASSEMBLY TRANSITION STRIP, ALUMINUM WOOD BASE TO MATCH CARPET TiLE FLOORING EX., STAIN FiNiSH SUBFLOOR SUBFLOOR FiNiSH FLOORING STRIP, ALUMINUM I TYP WD BASE DTL TYP WD TO CRPT TRANSITION 17 TYP WD TO TILE TRANSITION iF GLASS SHOWER iF GLASS SHOWER DOOR 15 PROVIDED: DOOR 15 PROVIDED: TYP ASSEMBLY:-- - - - - - - - � \EMPERED CLEAR GLASS -TILE TEMPERED GLASS SHOWER PANEL -THIN SET TILE SHOWER PANEL -CEMENT BACK BOARD BED OF SEALANT SHWR -WATERPROOF MEMBRANE BUILT-UP CURB LOW PROFILE ALUMINUM TiLE 31/2" OR S.S. U-CHANNEL LOW PROFILE ALUMINUM -FRAMED WALL FLOOR TiLE OVER OR S.S.-CHANNEL SUBSTRATE AND BED OF SEALANT _ J L- _ - - - RECESSED SHELF N SHOWED - - - - - - SLOPE SiLL TO DRAi SUBFLOOR GWB SiLL MATERIAL PER TYP FLOOR TiLE OVER MUD SET WATERPROOFING OVER FiNiSH SCHEDULE 1W ASSEMBLY PAN, SLOPE TO DRAIN, TILE TYP CEMENT BACKER BOAR BLOCKING FRAMED WALL FRAMED WALL *FULLY WATERPROOF SHOWER FLOOR AND CURB TYP *FULLY WATERPROOF SHOWER WALLS TYP *T7 RECESSED SHELFDTL TYP SHOWER CURB �.J 1-1-020 1=1-OPLAN ViEW w CU z Lu O CN 0 z C) U) �..L..� Jj T_ d) a S Lij U) U z z N O w LU J 9716 REGISTERED ARCHITECT HEIDI MICHELLE HELGESON STATE OF WASHINGTON H 2 D A R C H IT E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE. 3/1 /2024 REV 1: 10/16/2024 REV 2: 11 /13/2024 PERMIT SET TYP. DETAILS RESUB Nov 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A5.0 ROOFING SEPARATION DIMENSION REQTS PER ROOFING TYP VALLEY LEAK BARRIER, DO NOT PLACE FASTENERS WiTHiN 6" OF CENTERLINE, HORIZONTAL LAPS MiN 6" OR PER ROOFING MFR INSTALLATION REQTSI W.R.B. LAP OVER SiDEWALL FLASHING OR PER ROOFING MFR REQTS CENTER VALLEY MTL FLASHING, OVERLAP METAL SiPE WALL METAL MiN 12", REFER TO ROOFING MFR FLASHING, RUN UP WALL FOR INSTALLATION REQTS MiN 8" OR PER ROOFING MFR INSTALL. REQ'TS� TYP ROOF ASSEMBLY, REFER TO ROOFING MFR N INSTALLATION REQTS ROOFING TO COVER METAL FLASHING OR PER ROOFING MFR REQTS FRAMING VARIES, REFER TO STRUCTURAL ENGINEERING TYP ROOF VALLEY DETAIL 1" =1'-0. *REFER TO SELECTED ROOFING MFR INSTALLATION REQTS NTERiOR TYP WALL ASSEMBLY CUT W.R.B. CLEANLY AROUND PENETRATION, MAX 1/2" GAP PENETRATION, VARIES INSTALL FLEXIBLE WATERPROOF FLASHING TAPE TO CREATE GASKET AROUND PENETRATION, SEAL FROM BOTTOM TO TOP iN WEATHERLAP FASHION, FULLY AFFIX & SEAL ALL SIDES OF PENETRATION, FLASHING TO BOND TO PENETRATION AND OVERLAP W.R.B. TO SEAL CONNECTION XTERiOR TYP WALL PENETRATION 1" =1'-0. *MAY VARY W/ PENETRATION TYPE TYP EXTERIOR WALL ASSEMBLY VARIES, REFER TO WALL SECTIONS SiPING/CLADDING TO BE MiN 2" ABOVE THE ROOF SURFACE AND COVER FLASHING MiN 3", OR PER ROOFING MFR INSTALLATION REQTS INSTALL LEAK BARRIER, RUN UP WALL MiN 8" OR PER ROOFING MFR REQTS TYP ROOF WALL ASSEMBLY VARIES, REFER TO WALL SECTIONS TYP ROOF TO WALL DETAIL 1" =1'-0" *REFER TO SELECTED ROOFING MFR INSTALLATION REQTS W.R.B. LAP OVER SiDEWALL FLASHING OR PER ROOFING MFR REQTS METAL HEAD WALL FLASHING, RUN UP WALL MiN 8" OR PER ROOFING MFR INSTALL. REQ'TS— TYP EXTERIOR WALL ASSEMBLY VARIES, REFER TO WALL SECTIONS SiPING/CLADDING TO BE MiN 2" ABOVE THE ROOF SURFACE AND COVER FLASHING MiN 3", OR PER ROOFING MFR INSTALLATION REQTS INSTALL LEAK BARRIER, RUN UP WALL MiN 8" OR PER ROOFING MFR REQTS TYP ROOF WALL ASSEMBLY VARIES, REFER TO WALL SECTIONS TYP ROOF TO WALL DETAIL *REFER TO SELECTED ROOFING MFR INSTALLATION REQTS ROOFING, VARIES; INSTALL PER MFR REQTS W.R.B., REFER TO WALL SECTi0N5 FOR ADDITION INFORMATION RIDGE CAP, VARIES PER ROOFING MFR (INSTALL PER SELECTED ROOFING MFR, TYP) RIDGE VENT, VARIES PER VENT MFR, INSTALL PER VENT MFR REQTS, TYP ROOF ASSEMBLY AND FRAMING PER STRUCTURAL, CONDITIONS VARY TYP RIDGE VENT DETAIL *REFER TO SELECTED ROOFING MFR INSTALLATION REQTS **CONDITIONS VARY ROOFING, VARIES; INSTALL PER MFR REQTS W.R.B., REFER TO WALL SECTIONS FOR 7/8" ADDITION INFORMATION RIDGE CAP, VARIES PER ROOFING MFR (INSTALL PER SELECTED ROOFING MFR, TYP) RIDGE VENT, VARIES PER VENT MFR, INSTALL PER VENT MFR REQTS, TYP ROOF ASSEMBLY AND FRAMING PER STRUCTURAL, CONDITIONS VARY W U z W o z c) U) W/ Ji d) � ry � W o U ti z z N O � W � � r)w Q J 9716 REGISTERED ARCHITECT A GST DI MICHELLE HELGESON ATE OF WASHINGTON H 2 D A R C H IT E C T U R E D E S I G N 23020 EDMONDS WAY, #113 EDMONDS, WA 98020 P.206.542.3734 www.h2darchitects.com DATE: 3/1 /2024 REV 1: 10/16/2024 REV 2: 11 /13/2024 PERMIT SET TYP DETAILS RESUB Nov 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A5.1 CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE 2018 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), 2. THIS STRUCTURE DOES NOT CONFORM TO PRESENT EARTHQUAKE CODE REQUIREMENTS. IT HAS BEEN ANALYZED AND REINFORCED FOR MINIMUM MAINTENANCE IN ACCORDANCE WITH THE INTERNATIONAL EXISTING BUILDING CODE (IEBC) SECTIONS 502, 503 & CHAPTER 4 AND IS WITHIN THE CURRENT PRACTICE FOR THE RENOVATION OF EXISTING BUILDINGS OF THIS AGE AND TYPE OF CONSTRUCTION. THIS STRUCTURE HAS NOT BEEN ANALYZED OR DESIGNED FOR A COMPLETE SEISMIC UPGRADE. 3. DESIGN LOADING CRITERIA ROOF SNOW LOAD ROOF DEAD LOAD ALLOWANCE FOR PV PANELS (IN DESIGNATED AREAS) FLOOR LIVE LOAD (RESIDENTIAL) FLOOR LIVE LOAD (RESIDENTIAL EXTERIOR DECKS AND BALCONIES) GUARDRAILS/BALCONY RAILS 25 PSF 5 PSF 40 PSF 60 PSF 50 PLF OR 200 LBS. ROOF SNOW LOAD = 25 PSF GROUND SNOW LOAD = 20 PSF EXPOSURE Ce = 1.00 IMPORTANCE FACTOR Is = 1.00 THERMAL FACTOR Ct = 1.00 WIND: ANALYSIS PROCEDURE: ASCE 7-16 CHAPTER 27 "PART 1 - BUILDINGS OF ALL HEIGHTS" RISK CATEGORY II 97 MPH EXPOSURE "C" TOPOGRAPHIC FACTOR Kzt =1.0 EARTHQUAKE: ANALYSIS PROCEDURE: IBC "EQUIVALENT LATERAL FORCE PROCEDURE" SEISMIC DESIGN CATEGORY (SDC) = D RISK CATEGORY = II SEISMIC SITE CLASS = D IMPORTANCE FACTOR le = 1.0 MAPPED MCE Ss =1.29; S, = 0.46 DESIGN ACCELERATION Sds = 1.03; Sdi = 0.52 SEISMIC RESISTING SYSTEM: WOOD PANEL BEARING SHEAR WALL, R = 6.5 4. LATERAL LOADS ARE TRANSFERRED BY THE ROOF AND FLOOR DIAPHRAGMS TO THE SHEAR WALLS. FORCES ARE BASED ON THE TRIBUTARY AREA FOR EACH SHEAR WALL AND ARE CARRIED BY THE SHEAR WALLS TO THE FOUNDATION. 5. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 6. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 7. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THEIR WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 9. 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. 10. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. WHERE INFORMATION ON THE DRAWINGS IS IN CONFLICT WITH THE SPECIFICATIONS, THE MORE STRINGENT SHALL APPLY, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. DO NOT SCALE THE DRAWINGS. 11. ALL STRUCTURAL SYSTEMS WHICH ARE COMPOSED OF FIELD ERECTED COMPONENTS SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 12. SHOP DRAWINGS FOR CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. 13. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. A MINIMUM OF TWO WEEKS SHALL BE ALLOWED FOR REVIEW. 14. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. 15. DEFERRED SUBMITTALS OF DESIGN BUILD COMPONENTS SHALL BEAR THE STAMP AND SIGNATURE OF A STATE OF WASHINGTON REGISTERED PROFESSIONAL ENGINEER AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. DEFERRED SUBMITTALS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE AND SHALL INCLUDE DESIGN CALCULATIONS WITH THE ENGINEER'S STAMP. THE FOLLOWING COMPONENTS SHALL BE DEFERRED SUBMITTALS FOR THIS PROJECT: TRUSSES GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) 16. SPECIAL INSPECTION: SHALL BE SUPERVISED BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER IN ACCORDANCE WITH SECTIONS 1704 & 1705 OF THE IBC, THE PROJECT SPECIFICATIONS, AND THE SPECIAL INSPECTION SCHEDULE AT THE END OF THE STRUCTURAL NOTES. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR AND THE BUILDING OFFICIAL. ANY MATERIALS WHICH FAIL TO MEET PROJECT SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 17. SPECIAL INSPECTION: EPDXY GROUTED INSTALLATIONS SHALL BE SUPERVISED IN ACCORDANCE WITH IBC SECTIONS 1704 & 1705 AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR AND BUILDING OFFICIAL. ANY MATERIALS WHICH FAIL TO MEET PROJECT SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. GEOTECHNICAL FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED IN THE FIELD. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED UNDER COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. THE STRUCTURAL DESIGN IS BASED ON THE FOLLOWING ASSUMED VALUES: ALLOWABLE SOIL PRESSURE LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) SEISMIC SURCHARGE PRESSURE (RESTRAINED/UNRESTRAINED) PASSIVE SOIL PRESSURE SOIL COEFFICIENT OF FRICTION NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. NO REINFORCING BARS SHALL BE "WET -SET" INTO THE CONCRETE. PROVIDE A 20, LONG REBAR GROUND (UFER GROUND) PER ELECTRICIAN. 24. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST EARTH 3" FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW GROUND) OR WEATHER (#5 BARS OR SMALLER) 1-1 /2" SLABS AND WALLS (INTERIOR FACE) GREATER OF (BAR DIAMETER PLUS 1/8") OR 3/4" 25. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE AND PRECAST. 26. EXPANSION BOLTS INTO CONCRETE SHALL BE "KWIK BOLT TZ" EXPANSION ANCHORS AS MANUFACTURED BY HILTI CORP. INSTALLED IN STRICT ACCORDANCE WITH I.C.C. REPORT NO. ESR-1917 INCLUDING STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW WITH I.C.C. OR IAPMO UES REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION IS REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. 27. SCREW ANCHORS INTO CONCRETE SHALL BE "TITEN HD", AS MANUFACTURED BY SIMPSON STRONG -TIE ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDANCE WITH I.C.C. REPORT NO. ESR-2713 INCLUDING STANDARD EMBEDMENT REQUIREMENTS U.O.N. 1,500 PSF PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW WITH I.C.C. OR IAPMO UES REPORTS INDICATING EQUIVALENT 55 PCF/35 PCF OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION IS REQUIRED FOR ALL SCREW ANCHOR INSTALLATION. 8H PSF/5H PSF 350 PCF 28. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) INTO CONCRETE SHALL BE INSTALLED USING "SET-XP" 0.35 ADHESIVE ANCHOR AS MANUFACTURED BY SIMPSON STRONG -TIE ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDANCE WITH I.C.C. REPORT NO. ESR-2508, INCLUDING STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW WITH I.C.C. OR IAPMO UES REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. 18. DEMOLITION: VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. 19. CHECK FOR DRYROT AT ALL EXTERIOR WALLS, EXISTING TOILET ROOM FLOORS AND WALLS, AREAS SHOWING WATER STAINS, AND ALL WOOD MEMBERS IN BASEMENT AND CRAWL SPACES. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT. 20. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH ACI 301. CONSTRUCTION TOLERANCES SHALL NOT EXCEED THOSE LISTED IN ACI 117. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS: TYPE OF CONSTRUCTION A. FOOTINGS, SLABS -ON -GRADE, TOPPING SLABS 28 DAY STRENGTH (fc) 2,500 PSI MAXIMUM MIN. CEMENT CONTENT MAX. SLUMP PER CUBIC YARD AGGREGATE SIZE 5" 5-1/2 SACKS 1 1 /4" MIXES SHALL BE PROPORTIONED SO AS NOT TO EXCEED THE MAXIMUM SLUMPS INDICATED (BEFORE THE ADDITION OF ADMIXTURES). THE WATER/CEMENT RATIO SHALL NOT EXCEED 0.55 FOR FOOTINGS AND 0.45 FOR ALL SLABS AND EXPOSED CONCRETE. THE MINIMUM AMOUNT OF CEMENT AND THE MAXIMUM SLUMP MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. (THE W/C RATIO LIMITS STILL APPLY). THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, CEMENTITIOUS MATERIAL, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER/CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH ACI 301. CHEMICAL ADMIXTURES AND FLY ASH SHALL CONFORM TO ASTM C494 AND C618 RESPECTIVELY. FLY ASH PERCENTAGE OF TOTAL CEMENTITIOUS MATERIAL SHALL NOT EXCEED 20%. THE USE OF A PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY TO CONTRACT DOCUMENTS. CONTRACTOR MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260. TOTAL AIR CONTENT FOR FROST -RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318-14 TABLE 19.3.3.1. ALL CONCRETE EXPOSED TO THE WEATHER AND ALL GARAGE SLABS -ON -GRADE SHALL OBTAIN A 28-DAY STRENGTH f'c OF 3,000 PSI IN ACCORDANCE WITH ACI 318 TABLE 19.3.2.1 AND IBC SECTION 1904.1. THIS INCREASE IN REQUIRED STRENGTH IS FOR DURABILITY ONLY (SPECIAL INSPECTION IS NOT REQUIRED). ALL CONCRETE TO RECEIVE A STEEL TROWELED FINISH SHALL NOT BE AIR -ENTRAINED. 22. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, fy = 60,000 PSI. GRADE 60 REINFORCING STEEL INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING STEEL COMPLYING WITH ASTM A615 (S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D1.4 ARE SUBMITTED. LONGITUDINAL REINFORCING STEEL IN DUCTILE FRAME MEMBERS AND IN SHEAR WALL BOUNDARY MEMBERS SHALL COMPLY WITH ASTM A706. ASTM A615 GRADE 60 REINFORCING STEEL IS ALLOWED IN THESE MEMBERS IF (A) THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED THE SPECIFIED YIELD STRENGTH BY MORE THAN 18,000 PSI (RETESTS SHALL NOT EXCEED THIS VALUE BY MORE THAN AN ADDITIONAL 3,000 PSI) AND (B) THE RATIO OF THE ACTUAL ULTIMATE TENSILE STRESS TO THE ACTUAL TENSILE YIELD STRENGTH IS NOT LESS THAN 1.25. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 23. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 60 BAR DIAMETERS, 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 60 BAR DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318, CLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. PROVIDE (2) #5 MIN. U.N.O. TRIM BARS AROUND ALL OPENINGS IN CONCRETE WALLS OR SLABS EXTENDING 2'-6" PAST CORNERS, TYPICAL. STEEL 29. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.I.S.C. SPECIFICATIONS AND CODES: A. AISC - STEEL CONSTRUCTION MANUAL, 15TH EDITION B. AISC 303-16 - CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. C. 2014 RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS. 30. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER ASTM SPECIFICATION Fir F. ANCHOR BOLTS AND THREADED RODS F1554 (GRADE 36) OR 36 KSI (EMBEDDED IN CONCRETE) SUBSTITUTION OF MEMBER SIZES OR STEEL GRADE SHALL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF THE ENGINEER. STEEL BEAMS ARE EQUALLY SPACED BETWEEN DIMENSIONED POINTS. ALL STEEL ANCHORS AND TIES AND OTHER MEMBERS EMBEDDED IN CONCRETE OR MASONRY SHALL BE LEFT UNPAINTED. ALL STEEL TO BE FIREPROOFED SHALL BE LEFT UNPAINTED. ALL OTHER STEEL SHALL HAVE ONE COAT OF APPROVED SHOP PAINT. WOOD 31. FRAMING LUMBER: SHALL BE KILN DRIED OR MC-19 (MOISTURE CONTENT LESS THAN 19%), AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.I.B. STANDARD NO. 17 GRADING RULES FOR WEST COAST LUMBER. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X AND 4X MEMBERS) DOUGLAS FIR OR HEM -FIR NO.2 BEAMS AND STRINGERS (INCLUDING 6 X AND LARGER MEMBERS) DOUGLAS FIR NO. 1 POSTS AND TIMBERS DOUGLAS FIR NO. 1 STUDS, PLATES & MISCELLANEOUS LIGHT FRAMING (AS NOTED ON PLANS / DETAILS) 2X, 3X AND 4X TONGUE AND GROOVE DECKING SHEET INDEX S1.0 GENERAL STRUCTURAL NOTES/SHEET INDEX S1.1 GENERAL STRUCTURAL NOTES S2.0 FOUNDATION & MAIN FLOOR FRAMING PLAN S2.1 UPPER FLOOR FRAMING PLAN S2.2 ROOF FRAMING PLAN S3.0 FOUNDATION DETAILS S4.0 FRAMING SCHEDULES S4.1 WOOD FRAMING DETAILS S4.2 FLOOR FRAMING DETAILS S4.3 ROOF FRAMING DETAILS DOUGLAS FIR OR HEM -FIR NO.2 HEM -FIR COMMERCIAL DEX HAREZLAK ENGINEERING HAREZLAK ENGINEERING 11745 87th Ave. S. Seattle, WA 98178 PH: 360.224.0627 E: phil@harezlakengineering.com W U Z W O � N O W00 0% W ZQ U a� z z W 0 a 0 M N Uj 0 � Z O z U a U 0 oN o r W REVISIONS: NO. DESCRIPTION DATE PROJECT NUMBER: 22-035 ISSUE DATE: 02.23.2024 CURRENT REVISION: PERMIT SHEET NAME: GENERAL STRUCTURAL NOTES/S' EE N D E"K,13 2024 T FEDMONDS SHEET NUMBER: S100 32. WOOD SETTLEMENT SHRINKAGE: DUE TO CROSS GRAIN WOOD SHRINKAGE, THIS BUILDING IS EXPECTED TO SETTLE APPROXIMATELY 1/8 TO 1/4 INCH PER STORY. ALL UTILITIES SHALL BE DESIGNED WITH FLEXIBLE JOINTS OR OTHER MEANS TO APPROPRIATELY ACCOMMODATE THIS NORMAL SETTLEMENT. ALL INTERIOR AND EXTERIOR SHEATHING AND FINISHES SHALL BE INSTALLED SUCH THAT NO DAMAGE WILL OCCUR. SHRINKAGE IS EXPECTED IN THE THICKNESS OF THE WALL PLATES AND NOT IN THE LENGTH OF THE WALL STUDS. 33. LAMINATED VENEER LUMBER (LVL, VERSALAM) SHALL BE DESIGNED AND MANUFACTURED PER ASTM D5456. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, AND THE INDEPENDENT INSPECTION AGENCY'S LOGO. ALL LAMINATED VENEER LUMBER SHALL BE MANUFACTURED USING DOUGLAS FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. MINIMUM STRUCTURAL PROPERTIES ARE AS FOLLOWS: RIM JOISTS AND BLOCKING (1-1/2" MINIMUM THICKNESS): Fb = 1800 PSI, E = 1.4x 106 PSI, Fv = 225 PSI BEAMS AND HEADERS: Fb = 2900 PSI, E = 2.Ox 106 PSI, Fv = 285 PSI STUDS AND COLUMNS: Fb = 2900 PSI, E = 2.0 x 106 PSI, Fv =190 PSI DESIGN SHOWN ON PLANS IS BASED ON MATERIALS MANUFACTURED BY THE BOISE CASCADE CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. 34. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH IBC SECTION 2303.4 AND ANSI/TPI 1-2014 "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION" FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. TRUSSES SHALL BE HANDLED, INSTALLED, AND BRACED PER "HIB 91" PER THE TRUSS PLATE INSTITUTE. LOADING SHALL BE AS FOLLOWS: TOP CHORD SNOW LOAD 25 PSF TOP CHORD DL ALLOWANCE FOR PV PANELS 5 PSF TOP CHORD DEAD LOAD 5 PSF BOTTOM CHORD LIVE LOAD 10 PSF (NOT INCLUDED IN TOTAL) BOTTOM CHORD DEAD LOAD 5 PSF TOTAL LOAD 40 PSF NET WIND UPLIFT (TOP CHORD) 10 PSF THE LOADS ABOVE SHALL BE INCREASED TO THE FOLLOWING IF THE TRUSSES MEET THE DESCRIPTION OF AN "UNINHABITABLE ATTIC WITH LIMITED STORAGE" AS DEFINED IN FOOTNOTE] OF IBC TABLE 1607.1: BOTTOM CHORD LIVE LOAD 20 PSF - INCLUDE IN TOTAL BOTTOM CHORD DEAD LOAD 10 PSF SNOW LOAD DUE TO DRIFTING AND UNBALANCED LOADS SHALL BE INCLUDED PER THE IBC. TOP CHORDS SHALL BE DF LUMBER. UTILIZE A MINIMUM CREEP FACTOR OF 2.0 FOR DEAD AND SUSTAINED LIVE LOADS IN DETERMINING THE TRUSS DEFLECTIONS. MAXIMUM TOTAL DEFLECTION SHALL BE LESS THAN OR EQUAL TO L/240 OF THE TOTAL SPAN AND MAXIMUM LIVE LOAD DEFLECTION SHALL BE LESS THAN OR EQUAL TO L/360 OF THE TOTAL SPAN. PROVIDE ADEQUATE PLIES AND/OR METAL BRACKETS TO ADEQUATELY DISTRIBUTE THE BEARING PRESSURE AT THE ENDS OF THE GIRDER TRUSSES TO THE TOP PLATES OF THE BEARING WALLS SUCH THAT THE BEARING PRESSURE DOES NOT EXCEED 405 PSI. PROVIDE ADDITIONAL TRUSSES (AS REQUIRED) TO CARRY ALL CONCENTRATED LOADS AND MECHANICAL UNITS. WOOD TRUSSES SHALL UTILIZE I.C.C. OR IAPMO UES APPROVED CONNECTOR PLATES. SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BEAR THE STAMP AND SIGNATURE OF A STATE OF WASHINGTON REGISTERED PROFESSIONAL ENGINEER. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, VALLEYS, ETC., SHOWN ON THE DRAWINGS. EXACT COMPOSITION OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS (USE OF GIRDER TRUSSES, JACK TRUSSES, STEP-DOWN TRUSSES, ETC.) SHALL BE DETERMINED BY THE MANUFACTURER UNLESS SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS TO TRUSS AND TRUSS TO GIRDER TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. 35. WOOD SHEATHING SHALL BE APA RATED, EXTERIOR GLUE; EXPOSURE 1, IN CONFORMANCE WITH THE REQUIREMENTS FOR THEIR TYPE IN DOC PS-1 OR PS-2. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. UNLESS OTHERWISE NOTED ON THE PLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE -AND -GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH (2) 1 Od-F NAILS AT EACH END, UNLESS OTHERWISE NOTED. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAIL WITH EDGE NAILING SPACED PER PLANS. 36. ALL WOOD EXPOSED TO WEATHER, OR BEARING ON UNPROTECTED CONCRETE BELOW GRADE, OR BEARING ON UNPROTECTED CONCRETE LESS THAN 8" FROM EXPOSED EARTH SHALL BE PRESSURE -TREATED, U.O.N. PRESSURE TREATMENT SHALL BE WITH AN APPROVED PRESERVATIVE AND BRANDED WITH A QUALITY CONTROL AGENCY MARK BY THE AMERICAN WOOD PRESERVERS BUREAU OR EQUAL. ALL METAL HARDWARE IN CONTACT WITH TREATED WOOD SHALL BE PROTECTED WITH A G185 GALVANIZED COATING (ZMAX) OR BETTER. ALL NAILS IN TREATED WOOD SHALL BE HOT -DIP GALVANIZED OR BETTER. PROVIDE 2 LAYERS OF 30# ASPHALT IMPREGNATED BUILDING PAPER BETWEEN NON -PRESSURE -TREATED LEDGERS, BLOCKING, ETC., AND CONCRETE. 37. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO. C-C-2019. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE I.C.C. OR IAPMO UES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. CONNECTORS SHALL BE SIZED TO MATCH THE SIZE OF THE FRAMING MEMBERS BEING CONNECTED. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. 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. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL BOLTS TIGHTENED TO SNUG TIGHT. GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) ABBREVIATIONS 38. WOOD FASTENERS: @ At L Angle d Penny (Nails) LB. Pound0 A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: Diameter ILL Live Load 0 Degrees LLH Long Leg Horizontal DRAWING ID NAIL NAME NAIL DIAMETER NAIL LENGTH ...# Pounds LLV Long Leg Vertical 116d" 6d Common 0.113" 2" #... Number LONGIT. Longitudinal "8d Box" 8d Box 0.113" 2-1/2" LT. WT. Lightweight (A) Above 118d" 8d Common 0.131" 2-1/2" A.B. Anchor Bolt MAX. Maximum 1110d-F" 1Od Framer 0.131" 3" ADD'L Additional MECH. Mechanical ALT. Alternate MEZZ. Mezzanine "10d" 10d Shear 0.148" 2-1/4" APPROX. Approximate MF Moment Frame "16d" 16d Sinker 0.148" 3-1/4" ARCH. Architect MFR. Manufacturer IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL MIN. Minimum ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. (B) Below MISC. Miscellaneous B/ Bottom of MK. Mark BF Braced Frame B. NAILS - SHEATHING FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING BLKG. Blocking (N) New PERMITTED. BLDG. Building N. North BM. Beam N.S. Near Side BOT. Bottom NOM. Nominal C. SCREWS SHALL BE WOOD SCREWS OF THE DIAMETER AND LENGTH NOTED ON THE DRAWINGS. SIDS FASTENERS ARE BRG. Bearing NTS Not to Scale SIMPSON STRONG DRIVE SCREWS. BTWN. Between O.C. On Center D. HOT DIPPED GALVANIZED NAILS, BOLTS AND METAL PLATES - ALL NAILS, BOLTS AND METAL PLATES IN CONTACT WITH Centerline O.D. Outside Diameter PRESSURE TREATED (INCLUDING FIRE -RETARDANT TREATED) LUMBER SHALL BE HOT DIPPED GALVANIZED. C Camber O.F. Outside Face CIP Cast In Place O.H. Overhang C.J. Construction Joint or Control Joint OPNG. Opening 39. WOOD FRAMING NOTES: THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: CJP Complete Joint Penetration OPP. Opposite CLG. Ceiling A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE CLR. Clear PAF Powder Actuated Fastener IBC. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE 2304.10.1. COORDINATE THE SIZE CMU Concrete Masonry Unit PC Precast AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE COL. Column PERM. Permanent HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. TIGHTEN BOLTS AND LAG SCREWS SNUGLY CONC. Concrete PERP. Perpendicular AGAINST WOOD FRAMING AFTER WOOD HAS REACHED SPECIFIED MOISTURE CONTENT. CONN. Connections PJP Partial Joint Penetration CONST. Construction PL or R Plate CONT. Continuous PLF Pounds per linear Foot B. WALL FRAMING: ALL BEARING AND SHEAR WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2 x 4 STUDS @ 16" O.C. CSK. Countersink PLYWD Plywood AT INTERIOR WALLS AND 2 x 6 @ 16" O.C. AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF PREFAB. Prefabricated ALL BEARING AND SHEAR WALLS AND AT EACH SIDE OF ALL OPENINGS. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE DBA Deformed Bar Anchor PSF Pounds per Square Foot PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. DBL. Double PSI Pounds per Square Inch DEG. Degree P.T. or PT Post -Tensioning ALL BEARING STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT DF Doug Fir -Larch P/T Pressure -Treated 8" O.C. STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS WITH 3"x3"x1/4" PLATE WASHERS @ 4'-0" DIA. Diameter O.C., UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH 10d-F DIAG. Diagonal RAID. Radius NAILS @ 8" O.C. STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. DIAPH. Diaphragm REF. Reference WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES AND GYPSUM SHEATHING ON DIM. Dimension REINF. Reinforce or Reinforcement EXTERIOR SURFACES ATTACHED TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH SCREWS AT 8" O.C. USE 1-1/4 " DN. Down REQD. Required W #6 SCREWS FOR 1/2" GWB AND 5/8" GWB WHERE OCCURS. USE 1-1/4" W #6 GALVANIZED SCREWS FOR 1/2" GWB AND 5/8" DO Ditto REV. Revise EXTERIOR GYPSUM SHEATHING, WHERE OCCURS. VERIFY THE FIRE ASSEMBLY REQUIREMENTS WHERE APPLICABLE WITH THE DTL. Detail R.O. Rough Opening ARCHITECT. DWG. Drawing S. South (E) Existing SCH. or SCHED. Schedule C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN E. East SECT. Section HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID EA. Each SHT. Sheet BLOCKING AT ALL BEARING POINTS. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH 10d-F NAILS @ 8" O.C. STAGGERED E.F. Each Face SIM. Similar UNLESS OTHERWISE NOTED. EL. Elevation SOG Slab On Grade ELEV. Elevator SPEC. Specification D. POSITIVE CONNECTIONS: PROVIDE THE FOLLOWING SIMPSON CONNECTORS AT TYPICAL FRAMING UNLESS OTHERWISE EMBED. Embedment Length SQ. Square NOTED ON PLAN OR DETAIL. PROVIDE CCQ/ECCQ CAPS AND PBS BASES AT POSTS. PROVIDE BC BASE WHERE POST BEARS ENGR. Engineer SQ. FT. Square Feet ON WOOD FRAMING BELOW. PROVIDE LUS SERIES HANGERS FOR 2X FLOOR AND ROOF JOISTS. CONNECTORS SHALL BE EQ. Equal SQ. IN. Square Inch(es) SIZED TO MATCH THE SIZE OF THE FRAMING MEMBERS BEING CONNECTED. E.W. Each Way SPF Spruce -Pine -Fir EXP. Expansion S.S. Stainless Steel EXT. Exterior STD. Standard 40. TONGUE AND GROOVE STRUCTURAL ROOF AND FLOOR DECKING SHALL BE INSTALLED AS A RANDOM LENGTH CONTINUOUS STIFF. Stiffener LAY-UP SYSTEM. INSTALL DECKING IN RANDOM LENGTHS OVER 3 OR MORE SPANS WITH EACH LENGTH OF DECKING OVER AT FDN. Foundation STL. Steel LEAST ONE FRAMING SUPPORT MEMBER. LAY WITH TONGUES FACING UPWARD ON SLOPED DECKING. FOR 2X AND 3X DECKING FIN. Finish STIR. Structural THE MAXIMUM MOISTURE CONTENT SHALL BE 15%. FOR 4X DECKING THE MAXIMUM MOISTURE CONTENT SHALL BE 19%. FLR. Floor SUB. Substitute FRP Fiber Reinforced Polymer SYM. Symmetrical END JOINTS: DISPERSE END JOINTS AS RANDOMLY AS POSSIBLE TO MAKE EVEN SEPARATION PATTERN. F.S. Far Side FT. Foot or Feet T/ Top ofFTG. A. AT LEAST 24-INCH APART AT ADJACENT PLANKS. Footing T&B Top and Bottom B. MORE THAN 1-FOOT APART AT ALTERNATE PLANKS SEPARATED BY ONE ROW. T&G Tongue & Groove C. NO END JOINTS IN 1/3 OF END SPAN COURSE BETWEEN FRAMING MEMBERS. GA. Gauge TEMP. Temporary GALV. Galvanized THRU Through D. END MATCH EACH JOINT. GL Glue Laminated T.O.C. Top of Concrete GWB Gypsum Wall Board T.O.S. Top of Steel THE MINIMUM LENGTHS SHALL BE BASED ON THE FOLLOWING: T.O.W. Top of Wall HDG Hot Dipped Galvanized TRANS. Transverse HF Hem Fir TS Tube Steel 2X DECKING HGR. Hanger TYP. Typical • NOT LESS THAN 40% TO BE 14 FEET AND LONGER. HORIZ. Horizontal • NOT OVER 10% TO BE LESS THAN 10 FEET. HSS Hollow Structural Section U.O.N. Unless Otherwise Noted • NOT OVER 1 % TO BE 4 TO 5 FEET. HT. Height Heig VERT. Vertical I.D. Inside Diameter VIF Verify in Field DECKING SHALL BE INSTALLED AS FOLLOWS: I.F. Inside Face 2X DECKING SHALL BE TOENAILED THROUGH THE TONGUE AND FACENAILED WITH ONE 16d COMMON NAIL PER PIECE PER IN. Inch W. West SUPPORT. COURSES SHALL BE ATTACHED TO EACH OTHER WITH 6d COMMON TOENAILS @ 30" O.C. MAXIMUM. INFO. Information W/ or w/ With INT. Interior W.H.S. Welded Headed Stud W/0 Without 41. WOOD SHEATHING INSTALLED OVER DECKING SHALL BE APA RATED, EXTERIOR GLUE; EXPOSURE 1, IN CONFORMANCE WITH JT. Joint WP Work Point THE REQUIREMENTS FOR THEIR TYPE IN DOC PS-1 OR PS-2. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND W.T.S. Welded Threaded Stud SPECIAL NAILING REQUIREMENTS. K Kips WWF Welded Wire Fabric UNLESS OTHERWISE NOTED ON THE PLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH FACE GRAIN KSF Kips per Square Foot PERPENDICULAR TO DECKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS. NAIL SHEATHING TO DECKING WITH 6d KSI Kips per Square Inch X SECT. Cross Section GALVANIZED ROOFING NAILS (0.120" DIA.) X 1.75" NAILS AT 6" O.C. EDGES AND 16" O.C. EACH WAY IN THE FIELD. OFFSET PANEL X-STR Extra Strong EDGES PARALLEL AND ADJACENT TO DECKING JOINT BY 1" MINIMUM. XX-STR Double Extra Strong HAREZLAK ENGINEERING HAREZLAK ENGINEERING 11745 87th Ave. S. Seattle, WA 98178 PH: 360.224.0627 E: phil@harezlakengineering.com W U Z W O � O W00 W ZQ U a� Z z W o Q 0 N LU [If � Z z U a U 0 o N 0 [Ifr W REVISIONS: NO. DESCRIPTION DATE PROJECT NUMBER: 22-035 ISSUE DATE: 02.23.2024 CURRENT REVISION: PERMIT SHEET NAME: GENERAL STRUCTURAL NOTBSSUB Nov 13 2024 CITY OF EDMONDS SHEET NUMBER: S101 r-1 LJ r-1 LJ r-1 LJ r-1 LJ O O O I I I r, LJ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r_1 LJ I I I I I I I I I � FOUNDATION AND MAIN FLOOR FRAMING PLAN CONTRACTOR TO SHORE EXISTING DECK FRAMING FOR NEW POST AND FOOTING INSTALLATION COA SEE PLAN NOTE 7 FOUNDATION SYSTEM PER PLAN NOTE 4 O Ee O FOOTING SCHEDULE MARK SIZE 36" SQ. x 12" DEEP FOOTING F1 w/ (4) #4 E.W. BOTTOM, TYP. POST SCHEDULE MARK SIZE -pi P/T 6x6 SEISMIC FORCE RESISTING SYSTEM LEGEND SW-X SHEAR WALL TYPE 'X' PER SCHEDULE 8/S4.0 Ox HOLDOWN TYPE 'X' PER SCHEDULE 12/S4.0 LEGEND EXISTING SLAB -ON -GRADE TO REMAIN, PER PLAN NOTE 5 /__<�> NUMBER OF BUILT-UP STUDS FOUNDATION & MAIN FLOOR FRAMING PLAN NOTES: 1. TOPS OF ALL EXTERIOR FOOTINGS ON THIS PLAN SHALL BE BURIED BELOW FINISHED GRADE AS SHOWN IN THE DETAILS. FOOTINGS SHALL BEAR ON DENSE NATIVE MATERIAL PER CONTRACTOR. THERE WAS NO GEOTECHNICAL REPORT FOR THIS PROJECT. 2. FINAL SITE GRADES TO BE DETERMINED BY THE CONTRACTOR. INSTALL DRAINAGE NEAR FOOTINGS AS NEEDED, BY OTHERS. 3. POSTS AND STUD PACKS SHALL BE CONTINUOUS TO FOUNDATION. TYPICAL STUD WALLS SHALL BE FRAMED USING HEM -FIR #2 2x STUDS @ 16" O.C., U.O.N. POST LOADS FROM ABOVE TO BE BLOCKED PER 7/S4.1. 4. CONTRACTOR TO REVIEW AND VERIFY EXISTING FOUNDATION SYSTEM. DESIGN ASSUMES MINIMUM 14" WIDE x 8" DP. CONC. FTG., CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS. ADDITIONAL RETROFIT MAY BE REQUIRED. 5. EXISTING SLAB -ON -GRADE TO REMAIN AS ABLE. CONTRACTOR TO VERIFY INTEGRITY AND APPEARANCE IN FIELD PRIOR TO CONSTRUCTION. 6. ALL CONNECTIONS AND CONNECTORS IN CONTACT WITH PRESSURE -TREATED LUMBER TO BE HOT DIPPED GALVANIZED OR STAINLESS STEEL, PER GENERAL STRUCTURAL NOTES. 7. CONTRACTOR TO VERIFY PONY WALL FRAMING ABOVE EXISTING STEPPED RETAINING WALL. VERIFY OR INSTALL CONNECTIONS PER SHEAR WALL SCHEDULE. AT ALL EXTERIOR WALLS, PROVIDE SHEATHING, NAILING, & CONNECTIONS PER SW-6 SCHEDULE, U.O.N. ON PLAN. TYPICAL REMODEL CONSTRUCTION NOTES: • CONTRACTOR MUST REVIEW STRUCTURAL DRAWINGS PRIOR TO CONSTRUCTION & NOTIFY DESIGN TEAM/OWNER OF ANY DISCREPANCY IN COMPARISON WITH ARCHITECTURAL DOCUMENTS OR FIELD CONDITIONS. • CONTRACTOR MUST FIELD VERIFY & NOTIFY DESIGN TEAM/OWNER OF EXISTING MECHANICAL, PLUMBING, AND ELECTRICAL LINES THAT MAY INTERFERE WITH STRUCTURAL WORK PRIOR TO CONSTRUCTION. STRUCTURAL DRAWINGS MAY NOT REFLECT ALL EXISTING FRAMING CONDITIONS DUE TO LIMITED AVAILABILITY OF INFORMATION. • CONTRACTOR IS SOLELY RESPONSIBLE IN PROVIDING PROPER TEMPORARY SHORING PRIOR TO REMOVING ANY STRUCTURAL ELEMENTS. • ENGINEER IS NOT RESPONSIBLE FOR WATERPROOFING SYSTEM OR DETAILS. CONTRACTOR/OWNER SHALL CONSULT WITH QUALIFIED PROFESSIONALS AS REQUIRED. HAREZLAK ENGINEERING HAREZLAK ENGINEERING 11745 87th Ave. S. Seattle, WA 98178 PH: 360.224.0627 E: phil@harezlakengineering.com W V Z W O � O W00 W ZQ V a� z z W �o Q 0 oi N Lu [If � Z O z U a U 0 oN o r W REVISIONS: NO. DESCRIPTION DATE PROJECT NUMBER: 22-035 ISSUE DATE: 02.23.2024 CURRENT REVISION: PERMIT SHEET NAME: FOUNDATION & MAIN FLOOR F RAM I NCR.N Nov 13 2024 CITY OF EDMONDS F\/FI f1PMFNT SFR\/ICE SHEET NUMBER: SCALE: 1/4" = 1'-0" S2*0 0 EXISTING DECK AND STRUCTURE TO REMAIN EXISTING S AND NAILING TO BE FIELD VERIFIED 17 O II I SEE PLAN NOTE 7 r ml , F_�] SW 4 1 - - - - - - - - - - - - - rt - - - I � UPPER FLOOR FRAMING PLAN 1 Q111 11 /S4.2 > B2 SW-4 3 O r/ LJ CONTRACTOR TO FIELD VERIFY EXISTING BEAM DEPTH AND CONNECTION TO NEW POST INVERTED CCQ66SDS POST CAP (N) POST TO (N) BEAM BELOW 7/S4.2 �I 2 r — LJ I� W111 SEE PLAN NOTE 6 PORTAL FRAMING I PER 11/S4.1 (N) FLOOR SHEATHING AND NAILING PER PLAN NOTE 1 3/S4.2 (E/N) FLOOR FRAMING PER PLAN NOTE 2 12/S4.2 v SEE PLAN NOTE 10 CONNECTOR LEGEND 10 MGU5.5-SDS HANGER 20 ECCQ66SDS2.5 POST CAP JOIST & BEAM SCHEDULE MARK SIZE HANGER B 1 3%x7% LVL N/A B2 5%x16 LVL N/A POST SCHEDULE MARK SIZE Pi P/T 6x6 SEISMIC FORCE RESISTING SYSTEM LEGEND SW-X SHEAR WALL TYPE 'X' PER SCHEDULE 8/S4.0 ❑X STRAP TYPE HOLDOWN PER SCHEDULE 10/S4.0 0 EXTENT OF SHEAR WALL SHEATHING STRUT FRAMING MEMBER NAILED AS STRUT PER PLAN NOTE 1 OLEGEND SPAN DIRECTION OF FRAMING MEMBERS (SEE PLAN NOTE 2) STRUCTURAL WALL BELOW LJ POST BELOW /__<�> NUMBER OF BUILT-UP STUDS Ee FLOOR FRAMING PLAN NOTES: 1. FLOOR SYSTEM SHALL CONSIST OF 2%2" PERFORMANCE CATEGORY, APA RATED SHEATHING, 4%4, EXPOSURE 1, NOMINAL 4'x8' (T&G OR SQUARE EDGE) PERMANENT OUTDOOR SHEATHING GRADE SHALL BE "EXTERIOR". NAIL SHEATHING AT ALL FRAMED PANEL EDGES, DIAPHRAGM BOUNDARIES, BLOCKING AND EXTERIOR SHEAR WALLS BELOW WITH 10d @ 6" O.C. PROVIDE%" GAP AT ALL PANEL EDGE. FASTENER EDGE DISTANCE TO PANEL EDGE OF %" MINIMUM. NAIL SHEATHING IN PANEL FIELD TO ALL STRUTS, STRUT BLOCKING, AND INTERIOR SHEAR WALLS BELOW WITH 10d @ 3" O.C. STAGGERED. NAIL SHEATHING AT ALL INTERMEDIATE SUPPORTS WITH 10d @ 12" O.C. GLUE SHEATHING AT ALL SUPPORTS WITH ADHESIVE CONFORMING TO ASTM SPECIFICATION D3498. 2. EXISTING FLOOR FRAMING CONSISTS OF 2x12 JOISTS @ 16" O.C. OVER EXISTING DECK SPACE. CONTRACTOR TO REVIEW INTEGRITY OF FRAMING PRIOR TO CONSTRUCTION. (N) DECK JOISTS AS NEEDED TO BE 2x12 DF#1 @ 16" O.C. OR 11%" TJI. CONTACT HAREZLAK ENGINEERING FOR REVIEW. BASED ON SLOPING OF EXISTING JOISTS, CONTRACTOR TO SISTER NEW FULL LENGTH 2x12 TO PROVIDE LEVEL FLOOR FOR THE SPACE. SISTER (N) JOIST TO (E) w/ (2) 10d @ 12" O.C. AND PROVIDE NEW LUS210 HANGER TO (N) LEDGER AS REQUIRED. 3. BEAMS OVER INTERIOR AND EXTERIOR OPENINGS SHALL BE 48 AND DROPPED BELOW STUD WALL TOP PLATES PER 10/S4.1, U.O.N. 4. POSTS OR JAMB STUDS AT END OF SUPPORTING BEAMS, GIRDER TRUSSES, OR BELOW POSTS SHALL BE (3) STUDS AT A MINIMUM. TYPICAL HEADER STUDS WILL BE (2) CRIPPLE STUDS AND (1) KING STUD. 5. OTHER TYPICAL FRAMING DETAILS SHOWN ON SHEET S4.1. 6. CONTRACTOR TO VERIFY THAT (E) HEADER IS 412 MINIMUM. 7. INSTALL HGLTV5.37 H=16" TF HANGER BEAM TO (N) HEADER. OR INSTALL 5/4" BEAM OVER (N) HEADER, DROPPED AND FASTEN WITH HL53 EA. SIDE. CONFIRM CONDITION IN FIELD WITH HAREZLAK ENGINEERING. 8. DO NOT SCALE DRAWINGS. REFER TO ARCH. DRAWINGS FOR ALL DIMENSIONS. 9. FOR ALL DUCTS, CHASES, AND PIPES, REFERENCE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS. 10. ALL EXTERIOR WALLS TO BE SHEATHED AND NAILED PER SW-6, U.O.N. 11. CONTRACTOR TO VERIFY EXISTING FRAMING NOTED ON PLAN. VERIFY EXISTING FLOOR FRAMING. VERIFY EXISTING DECK FRAMING AND RAILING CONDITIONS FOR POTENTIAL DAMAGE. CONTACT HAREZLAK ENGINEERING FOR FURTHER REVIEW AND REPAIR AS REQUIRED. 12. CONTRACTOR TO REVIEW AND VERIFY EXISTING FRAMING CONDITIONS PRIOR TO INTERIOR WALL REMOVAL IN EXISTING RESIDENCE. CONTACT HE FOR CLARIFICATIONS. HAREZLAK ENGINEERING HAREZLAK ENGINEERING 11745 87th Ave. S. Seattle, WA 98178 PH: 360.224.0627 E: phil@harezlakengineering.com W V Z W O � N O W00 W ZQ V a� z z W �o a 0 N Lu 0 � Z 0 z U a U 0 oN o r W REVISIONS: NO. I DESCRIPTION I DATE PROJECT NUMBER: 22-035 ISSUE DATE: 02.23.2024 CURRENT REVISION: PERMIT SHEET NAME: MAIN FLOOR FRAMING PLAN RESUB Nov 13 2024 CITY OF EDMONDS n \/FI nphAFNT SFR\/If:FC SHEET NUMBER: SCALE: 1/4" = 1'-0" S2*1 O SEE PLAN NOTE 8 ROOF FRAMING PLAN 9/S4.3 � )� — 6x12 — — /S4.3 V244 LVL u----- Lj----t I I I I I I� Li RIDGE I I I II I I O I I I II it II II ROOF TRUSSES PER PLAN NOTE 2 II ----------------- I -------� 4 � 12/S4.3 CONNECTOR LEGEND 10 HUCQ612-SDS HANGER 20 ECCQ66SDS2.5 CAP LEGEND -- OC — — C STRUCTURAL WALL BELOW 0 T&G CEILING INSTALLED PER GENERAL STRUCTURAL NOTES, VERIFY PER ARCH. SPAN DIRECTION OF FRAMING MEMBERS (SEE PLAN NOTE 2) ROOF FRAMING PLAN NOTES: _ O 1. ROOF SYSTEM SHALL CONSIST W%2" PERFORMANCE CATEGORY, APA RATED SHEATHING, 3Y1g, EXPOSURE 1, NOMINAL 4'x8' (T&G OR SQUARE EDGE). NAIL SHEATHING AT ALL FRAMED PANEL EDGES, DIAPHRAGM BOUNDARIES, STRUTS, BLOCKING, AND SHEAR WALLS BELOW w/ 10d @ 6" O.C. PROVIDE%" GAP AT ALL PANEL EDGE. FASTENER EDGE DISTANCE TO PANEL EDGE OF %" MINIMUM. NAIL SHEATHING AT ALL INTERMEDIATE SUPPORTS WITH 10d @ 12" O.C. U.O.N. INSTALL PANEL EDGE CLIPS PER TYPICAL HEADER PER GENERAL STRUCTURAL NOTES AT ALL UNFRAMED, UNBLOCKED PANEL PLAN NOTE 4 EDGES. 2. ROOF FRAMING SHALL BE CONNECTOR PLATE TRUSSES @ 24" O.C. TRUSS Z__ TYPICAL POST AND MANUFACTURER SHALL INSTALL ALL TEMPORARY AND PERMANENT TRUSS JAMB STUDS PER BOTTOM CHORD BRACING AND BRIDGING, RELATED CONNECTIONS, AND PLAN NOTE 5 ATTACHMENT DETAILS. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS & ARCHITECTURAL DRAWINGS FOR HEIGHTS AND CONFIGURATIONS. TRUSSES SHALL BE DESIGNED FOR TYPICAL ROOF SHEATHING TRUSS LOADING AS SHOWN IN THE GENERAL STRUCTURAL NOTES. AND NAILING PER PLAN NOTE 1 3. CONNECTOR PLATE TRUSS SHOP DRAWINGS TO BE APPROVED BY HAREZLAK ENGINEERING PRIOR TO MANUFACTURING AND INSTALLATION. 4. ALL EXT. HEADERS TO BE 48 HF#2 UNLESS OTHERWISE NOTED, SEE 10/S4.1. 5. POST OR JAMB STUDS AT END OF SUPPORTING BEAMS, GIRDER TRUSSES, OR BELOW POSTS SHALL BE (3) STUDS AT A MINIMUM. TYPICAL HEADER STUDS WILL BE (2) CRIPPLE STUDS AND (1) KING STUD. 11 /S4.3 v 6. FLAT BLOCKING IS REQUIRED AT ALL UNFRAMED RIDGES, HIPS, AND VALLEYS, FOR SHEATHING CONNECTION. O7. NON-STRUCTURAL WALL CONNECTION TO TRUSS PER 4/S4.3. 8. EXTERIOR BEAM ASSUMED TO BE WRAPPED AND WATERPROOFED PER ARCH. SHOULD EXPOSED BEAM BE REQUESTED, CONTACT HAREZLAK ENGINEERING FOR REDESIGN OF MEMBERS AND CONNECTIONS. HAREZLAK ENGINEERING HAREZLAK ENGINEERING 11745 87th Ave. S. Seattle, WA 98178 PH: 360.224.0627 E: phil@harezlakengineering.com W V Z W � O W00 W ZQ V a� z z W o a 0 N 0 Z O `L z U Q U I� w 0 wNo 0 LJJ REVISIONS: NO. I DESCRIPTION DATE PROJECT NUMBER: 22-035 ISSUE DATE: 02.23.2024 CURRENT REVISION: PERMIT SHEET NAME: ROOF FRAMING PLAr-1EsUB Nov 13 2024 CITY OF EDMONDS SCALE: 1/4" = 1'-0" SHEET NUMBER: S2*2 EXISTING PONY HEIGHTS TO BE LOCATIONS TO B VERIFIED. CONTF TO FIELD VERIFY PROVIDE SHEAR CONNECTIONS P AND SCHEDULE EXISTING BASEMENT/R WALL AND F( BE FIELD VEF --W FLOOR FRAMING _R PLAN AND 12/S4.2 EXISTING SLAB -ON -GRADE EXISTING BASEMENT/F WALL AND F, BE FIELD VEI --W FLOOR FRAMING _R PLAN AND 12/S4.2 FOR JOIST PARALLEL SEE 8/S4.2 EXISTING SLAB -ON -GRADE (4) #4 HORIZONTAL TIES @ 3" (SQ. AND DIAMOND SHAPE) 0 (2) #4 E.W., TOP (4) #4 E.W., BOTTOM 36" SQ. CONC. FTG. 6x6 POST SIMPSON POST BASE "MPB6Z" INSTALL PER MFR. 16" SQ. OR 18" 0 ROUND CONC. PLINTH TOP OF FINISHED GRADE O O (8) #4 VERT. HOOKED DOWELS. EXTEND TO TOP OF PLINTH (N) HOLDOWN AT GARAGE PORTAL WALL PER 12/S4.0 (N) SHEAR WALL SHEATHING NAILING AND CONNECTIONS PER PLAN AND SHEAR WALL SCHEDULE NEW STUD WALL AND/OR POST ABOVE PER PLAN. CONTRACTOR TO FIELD VERIFY OR PROVIDE NEW CONNECTIONS PER SHEAR WALL SCHEDULE �J EXISTING STEM WALL AND FOOTING PER PLANS TO REMAIN ROUGHEN EXISTING CONCRETE FOR BOND CONNECTION TO NEW PAD - � IIIC�II SIN J 0 7" 1'-4" SUITABLE SOIL BEARING CONDITIONS BY OTHERS 2'-6" 7" (E) SLAB -ON -GRADE TO REMAIN (E) STEM WALL AND FOOTING TO REMAIN; CONTRACTOR TO FIELD VERIFY DIMENSIONS T/ CONC. WALL TO BE VERIFIED IN THE FIELD (N) 30" SQ. x 10" DP. FOOTING ENCAPSULATING EXISTING STRIP FOOTING, CTRD. ON STUD PACK ABOVE; PROVIDE (4) #4 E.W. BOT. AT NEW FOOTING HAREZLAK ENGINEERING HAREZLAK ENGINEERING 11745 87th Ave. S. Seattle, WA 98178 PH: 360.224.0627 E: phil@harezlakengineering.com V Z W O � O W00 W ZQ V a� z z W �o Q [Ifo� z N Z O z U <� a U 0LLJ o N 0 [Ifr W REVISIONS: NO. DESCRIPTION DATE PROJECT NUMBER: 22-035 ISSUE DATE: 02.23.2024 CURRENT REVISION: PERMIT SHEET NAME: FOUNDATION DETAILS RESUB Nov 13 2024 CITY OF EDMONDS SHEET NUMBER: S3*0 I nnATr AAInI Inn MnI TC' AT C'I Ir AP9 IA/AI I C' C'I InI I 2'-0" MIN. PANEL CONTINUOUS PANEL EDGE DIMENSION PANEL EDGE NAILING --=—=—=—'—=—'—= —= =—= PER PLAN I SHEATHING 1 •I PER PLAN----- ------------- FIELD NAILING AT 1 INTERMEDIATE FRAMING j MEMBERS PER PLAN . SHEATHING JOINT, r I I •I PANEL EDGE NAILING PER PLAN, TYP. 'I WHERE FULLY BLOCKED DIAPHRAGMS ARE SPECIFIED ON THE I' PLANS, PROVIDE I. I 2x4 FLAT BLKG. AT SHEATHING JOINTS, T---= SEE DETAIL A 1 I' I I. •I I •I J STUDS PER PLAN, IG AND SHEAR WALL EDGE ER SHEAR WALL SCHEDULE kLL EDGE NAILING AT _DOWN STUD OR POST J STRAP PER .'H SIDE WHERE J PLAN) IG PER PLAN SOLID BLOCKING TO MATCH HOLDOWN STUDS FRAMING CONTINUOUS WHERE OCCURS 10d-F NAILS @ 8" O.C. TYP. AT BUILT-UP STUDS STUD, BLKG. OR PLATE AS OCCURS PANEL JOINT SPACING PER SHEARWALL SCHEDULE W c� W + PANELEDGE I I I I 1 +1 I I + 1 (3) EQ SPAC I 1 TYP. + 1 I I �+ I I I I +I STUD, RIM JOIST OR BLKG. AS OCCURS aMlmm��rMIV6 aMlmm�m� _�_» NOTE: STAGGER EA. LINE OF NAILING (AT ALL PANEL EDGES) AS INDICATED PANELEDGE NAILING PER PLAN, SEE 2/S4.0 2x4 FLAT BLKG. DETAIL A FLAT BLOCKING AT PANEL EDGES (WHERE REQD.) PANELEDGE NAILING PER PLAN 2x4 NAILER w/ 10d-F NAILS @ 6" O.C. JOIST BEYOND AT JOIST SPLICE WHERE OCCURS DETAIL B PANEL EDGE NAILING AT JOIST SPLICE NOTES: 1. RUN LONG DIMENSION OF SHEATHING PANELS PERPENDICULAR TO FRAMING. 2. WHERE FRAMING LAP SPLICE AND SHEATHING JOINTS ARE OFFSET, SEE DETAIL B ABOVE. HEADER PER PLAN AND 10/S4.1 STRAP EACH END OF HEADER TO MATCH HOLDOWN STRAP (WRAP AROUND BEAM ABOVE) HOLDOWN STUDS OR POST PER PLAN, (2) 2x MIN. PRE -BENT HOLDOWN STRAP PER PLAN (WRAP AROUND BEAM BELOW, CENTER STRAP ON STUDS) MIN. MARK HOLDOWN MI N. NUMBER N. STRAP END STRAP OF NAILS LENGTH EACH END IIAII (38) 10d FACE A MSTC66133Z (4) 10d BEAM JJ 11-9„ SHEAR WALL SCHEDULE (HEM -FIR, 10d NAILING) BOTTOM PLATE ATTACHMENT TOP PLATE ATTACHMENT SHEAR SHEAR WALL PANEL PANEL ALLOWABLE SHEAR WALL CAPACITY (PLF) 2x BOTTOM PLATE ANCHOR BOLTING RIM JOIST OR BLOCKING WALL SHEATHING EDGE EDGE NAILING CONNECTION TO RIM OF SILL PLATE TO CONNECTION TO TOP PLATE TYPE O FRAMING O JOIST OR BLOCKING CONCRETE BELOW 4 5 2 7 BELOW 3x PLATE 2x PLATE INTERIOR WALL EXTERIOR WALL SEISMIC WIND SW-6 15/32" APA ONE -SIDE SHTG. 2x 0.148" Ox2%" @ 6" O.C. 0.148" Ox3%O.C.% " @ 6" O.C" O @ 48" O.C. %" O @ 48" O.C. A35 @ 16" O.C. LTP4 @ 16" O.C. 288 405 0 SW-4 15/32" APA ONE -SIDE SHTG. 3x OR (2) 2x 0.148" Ox2%" @ 4" O.C. 0.148" Ox3%" @ 4" O.C. %"f� @ 48" O.C. %"f� @ 32" O.C. A35 @ 16" O.C. LTP4 @ 16" O.C. 428 600 ® 0 SW-3 15/32" APA ONE -SIDE SHTG. 3x OR (2) 2x 0.14811Ox2%" @ 3" O.C. 0.14811Ox3%" @ 3" O.C. %"f� @ 32" O.C. %"f� @ 24" O.C. A35 @ 12" O.C. LTP4 @ 12" O.C. 558 781 (fl 9 NOTES: 10 INSTALL PANEL SHEATHING EITHER HORIZONTALLY OR VERTICALLY FOR THE ENTIRE LENGTH OF THE WALL PER PLAN. 20 ALL INTERMEDIATE WALL STUDS SHALL BE PER PLAN. PROVIDE BACKING FRAMING AT ALL PANEL EDGES INCLUDING HORIZONTAL BLOCKING PER THE SCHEDULE. O3 PROVIDE NAILING TO ALL PANEL EDGES, TOP & BOTTOM PLATES AND HORIZONTAL BLOCKING. PROVIDE THE SAME NAILING PATTERN TO EACH MULTIPLE STUD OF THE BUILT-UP HOLD DOWN POST. NAIL PANEL TO INTERMEDIATE FRAMING MEMBERS w/ 0.131"0 x 2%" @ 12" O.C. ® EMBED CAST -IN -PLACE 5/8" 0 ANCHOR BOLTS 7" MIN. (OR EMBED ADHESIVE ANCHOR BOLTS 5 1/2" IN (E) CONCRETE; SEE STRUCTURAL NOTES). PROVIDE PLATE WASHER 3" x 3" x 1/4" AT EACH ANCHOR BOLT. SILL PLATES SHALL BE TREATED PER GENERAL NOTES, AND SHALL BE 2x OR 3x PER THE SCHEDULE. SEE DETAIL 1/S4.0 FOR OTHER REQUIREMENTS. O PROVIDE HOT DIPPED GALVANIZED NAILS, BOLTS, OR METAL PLATES FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED MEMBERS. © PROVIDE 0.131"0 x 1-1/2" LONG NAILS FOR CLIPS DIRECTLY ATTACHED TO FRAMING MEMBERS; PROVIDE 0.131"0 x 2-1/2" LONG NAILS FOR CLIPS INSTALLED OVER FLOOR OR WALL SHEATHING ON FRAMING MEMBERS. SEE 6/S4.1 FOR TOP PLATE SPLICE. O ALTERNATIVE TO 3x STUDS AND 3x HORIZ. BLOCKING IS (2) 2x STUDS/BLKG. NAILED TOGETHER WITH 0.148" 0 x 3" LONG NAILS WITH THE SAME SPACING AS THE PANEL EDGE NAILING PER THE SCHEDULE (STAGGER). ® STAGGER NAILS PER 2/S4.0. O RIM JOIST/BLOCKING MINIMUM WIDTH OF 1 %". STAGGER NAILS PER 2/S4.0 WHERE SPACING IS LESS THAN 6" O.C. SHEATHING AND SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE UP TO 1/2" OF FLAT SHIM MAY BE PLACED HERE TO AID IN INSTALLATION OF HOLDOWN TOP OF CONC. PER PLAN HOLDOWN STUDS OR POST PER PLAN, (2) 2x MIN. SHEAR WALL EDGE NAILING AT EACH HOLDOWN STUD OR POST 1 1 CONNECTORS TO HOLDOWN STUD AS REQUIRED BY MFR. SEE SCHEDULE II HOLDOWN PER PLAN II II 10d-F NAILS @ 8" O.C. TYP. IL BUILT-UP STUDS I� FRAMING CONTINUOUS — — — — — LI— —WHERE OCCURS_ RETROFIT EPDXY ANCHOR PER SCHEDULE CONNECTORS MARK HOLDOWN ANCHOR BOLT* TO HOLDOWN END STUDS STUDS / POST A HDU5 SEE BELOW (14) SDS%"x2%" SCREWS (3) 2x NOTE: PROVIDE HOT DIPPED GALVANIZED NAILS, BOLTS, OR METAL PLATES FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED MEMBERS. * CONTRACTOR TO INSTALL %" O GALVANIZED ALL -THREAD ROD WITH STANDARD NUT AND WASHER & EPDXY 12" INTO EXISTING STEM WALL HAREZLAK ENGINEERING HAREZLAK ENGINEERING 11745 87th Ave. S. Seattle, WA 98178 PH: 360.224.0627 E: phil@harezlakengineering.com W V Z W O � O W00 W ZQ V a� z z W �o Q [Ifo� z N Z O z U <� a U 0LLJ o N 0 [Ifr W REVISIONS: NO. DESCRIPTION DATE PROJECT NUMBER: 22-035 ISSUE DATE: 02.23.2024 CURRENT REVISION: PERMIT SHEET NAME: FRAMING SCHEDULES RESUB Nov 13 2024 CITY OF EDMONDS f1F\/ _I f1PMFNT aFR\/If:F SHEET NUMBER: S4*0 NON -BEARING WALL PER ARCH. DRAWINGS JOIST PER PLAN (2) 16d NAILS @ 48" O.C. TO BLOCKING FULL -DEPTH BLOCKING @ 48" O.C. WALL PARALLEL TO FLOOR FRAMING NON -BEARING WALL PER ARCH. DRAWINGS JOIST PER PLAN 16d NAILS @ 16" O.C. TO BLOCKING Vz*",::— FULL -DEPTH BLOCKING CUT CIR( NOT 'V' NOT LET - NOT E WALL PERPENDICULAR TO FLOOR FRAMING STUD DEPTH MAX. DEPTI- MIN. DEPTH MIN.5/8" EDGE DIST (TYP) STUD DEPTH MAX. DIAMETER OF HOLES HOLES ARE TO BE SPACED AT LEAST A STUD DEPTH FROM A CUT OR NOTCH HOLES ARE TO BE SPACED AT LEAST TWICE THE DIAMETER OF THE LARGEST HOLE A. CUTTING AND NOTCHING WOOD STUDS (DO NOT NOTCH MORE THAN 3 ADJACENT STUDS w/o REVIEW BY ENGINEER) BEARING WALL STUDS: STUD MAX. DEPTH OF SIZE SAW CUT OR NOTCH 2x4 7/8" 2x6 1-3/8" 2x8 1-7/8" NON -BEARING WALL STUDS: STUD MAX. DEPTH OF SIZE SAW CUT OR NOTCH 2x4 1-1/2" 2x6 2-3/8" 2x8 3" B. HOLES IN WOOD STUDS BEARING WALL: STUD MAX. DIAMETER SIZE OF HOLE 2x4 1-1/2" 2x6 2-3/8" 2x8 3" NON -BEARING WALL: STUD MAX. DIAMETER SIZE OF HOLE 2x4 2-1 /4" 2x6 3-3/8" 2x8 4-1/2" MIN. DEPTH REMAINING AFTER CUT OR NOTCH 2-3/8" 4-1/8" 5-3/8" MIN. DEPTH REMAINING AFTER CUT OR NOTCH 2" 3-1/8" 4-1 /4" FULL -DEPTH BLOCKING @ 48" O.C. JOIST PER PLAN NON -BEARING WALL PER ARCH. DRAWINGS SIMPSON STC CLIP @ 48" O.C. SLOT VERTICAL (NAIL AT MID -HEIGHT OF SLOT) WALL PARALLEL TO ROOF/FLOOR FRAMING —ICV JOIST PER PLAN SIMPSON STC CLIP @ 48" O.C. SLOT VERTICAL (NAIL AT MID -HEIGHT OF SLOT) NON -BEARING WALL PER ARCH. DRAWINGS WALL PERPENDICULAR TO ROOF/FLOOR FRAMING (12) 10d-F NAILS @ 3" O.C. STAGGERED IN 2 ROWS AT EACH SIDE OF EACH SPLICE WHERE HEADER INTERRUPTS DOUBLE TOP PLATE, PROVIDE MSTA24, U.O.N. DOUBLE TOP PLATE A35 AT EXTERIOR HEADERS OVER 6'-0" IN LENGTH (8) 10d-F NAILS, MIN. KING STUD TRIM STUD POST PER PLAN, (PROVIDE MIN. (2) 2x STUDS AT HEADERS OVER 6'-0" IN LENGTH) 10d-F NAILS @ 12" O.C. STAGGERED IN 2 ROWS ELSEWHERE 30TTOA SPLICE 4'-0" MIN. BETWEEN SPLICES SPLICE TO OCCUR AT 0 OF STUD (TYP.) SINGLE PLATE (PROVIDE DOUBLE PLATE AT EXTERIOR OPENINGS OVER 8'-0" IN LENGTH) HEADER PER PLAN 10d-F NAILS @ 8" O.C. AT BUILT-UP STUDS, TYP. MSTA24 STRAP CENTERED ON BREAK IN TOP ^' "T^ SHEATHING AND SH WALL EDGE NAILING SHEAR WALL SCHE[ TYP. (WHERE OCCU RIM JOIST OR BLKG. AS OCCURS NOTE: FRAMING CONDITIONS VARY, FOR INFORMATION NOT NOTED SEE PLAN & APPROPRIATE DETAILS PROVIDE CS16 x 36" LONG STRAP DOUBLE TOP PLATE TO GARAGE HDR., TYP. EA. SIDE CS 16 x 24" L STRAP EA. GARAGE SF (2) 2x KING EDGE NAIL TO POST Al GARAGESFL„. VV/ ALL 10d-F NAILS SIDE M PER PLAN IUILT-UP POST OW w/ KING D EA. SIDE F NAILS @ D.C., TYP. `SST PER PLAN )LID WOOD BLKG. BELOW )ST TO MATCH POST SIZE, STALL WOOD GRAIN RTICALLY 10d-F TOENAILS TOP ID BOTTOM OOR FRAMING AS ;CURS, BLOCK :MAINDER OF BEARING )LID AS INDICATED. )ST PFR PI AN NOTE: FOR INFORMATION NOT NOTED, SEE 10/S4.1 POST PER PLAN NOTES: 1. AT NON -SHEAR WALLS, NAIL STUDS TOGETHER WITH 10d-F NAILS @ 8" O.C. 2. ADDITIONAL STUDS REQUIRED AS NAILERS, ETC. ARE NOT SHOWN. SHEATHING AND SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE (WHERE OCCURS) 10d FACE NAILS w/ THE SAME SPACING AS THE PANEL EDGE NAILING PER THE SHEAR WALL SCHEDULE (SEE NOTE 1 AT NON -SHEAR WALLS) SHEATHING AND SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE (WHERE OCCURS) 10d FACE NAILS w/ THE SAME SPACING AS THE PANEL EDGE NAILING PER THE SHEAR WALL SCHEDULE (SEE NOTE 1 AT NON -SHEAR WALLS) STAIR STRINGER CUT FROM 2x12 HF#1 SPACED AT 12" O.C. MAX. BEAM PER PLAN VARYING WALL SIZE WALL CORNER WALL INTERSECTION TREADS & RISERS PER ARCH. A 10d FACE NAILS w/ THE SAME SPACING AS THE PANEL EDGE NAILING PER THE SHEAR WALL SCHEDULE (SEE NOTE 1 AT NON -SHEAR WALLS) SHEATHING AND SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE (WHERE OCCURS) LS90 CLIP EA. END OF EA. STRINGER • BEAM PER PLAN - 2x6 STRONGBACK (FAR SIDE) w/ (2) ROWS OF 10d-F NAILS @ 8" O.C. STAGGERED AS SHOWN HAREZLAK ENGINEERING HAREZLAK ENGINEERING 11745 87th Ave. S. Seattle, WA 98178 PH: 360.224.0627 E: phil@harezlakengineering.com W V Z W O � O W00 W ZQ V a� z z W 0 a 0 NLij 0 " Z O z U ° a U I� 0 0 N 0 [ifr W REVISIONS: NO. DESCRIPTION DATE SHEET NAME: PROJECT NUMBER: 22-035 ISSUE DATE: 02.23.2024 CURRENT REVISION: PERMIT WOOD FRAMING DETA"r�'UB Nov 13 2024 CITY OF EDMONDS nF\/FI (1RMFNT CFR\/IrF SHEET NUMBER: S4*1 (2) 10d-F NAILS TO BLKG. SHEATHING AND —V+—r / j A34, BLKG. TO SILL PLATE NAILING PER PLAN PANEL EDGE NAILING PER CONTRACTOR TO PLAN TO BLKG., TYP. VERIFY AND/OR INSTALL NEW SHEAR WALL y_/1 CONNECTIONS PER PLAN AND SCHEDULE NEW EXISTING 010, PANEL EDGE NAIL SHEATHING TO LEDGER (E) FRAMING AND (N) SHEATHING AND CONNECTIONS TO NAILING PER PLAN BE VERIFIED (E) / (N) JOISTS PER (2) BAYS 2x BLKG. PLAN w/ CONNECTIONS @ 48" O.C. TO BE VERIFIED, OR (N) x NEW FLOOR JOISTS FACE MOUNT HANGER SISTERED TO (E) PER PLAN TO LEDGER V CS20 STRAP w/ (4) 10d LEDGER CONNECTION TO BE NAILS TO EACH BLKG. VERIFIED. OR (N) 2x12 LEDGER w/ (3)%" x 3" SIDS SCREWS @ 16" O.C. TO (E) RIM NO WALL ABOVE AT SIM. BOTTOM PLATE ATTACHMENT PER SHEAR WALL SCHEDULE (MIN. 16d NAILS @ 8" O.C. AT NON -SHEAR WALLS). PANEL EDGE NAILING PER PLAN TO BLKG., TYP. SHEATHING AND SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE, TYP. (WHERE OCCURS) - HEADER PER PLAN WHERE OCCURS. SEE TYPICAL HEADER DETAIL(S) PANEL EDGE NAILING PER PLAN SHEATHING AND SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE STRAP PER PLAN (WHERE OCCURS) POST AND CONNECTION BEYOND, PER PLAN PANEL EDGE NAILING PER PLAN CONT. 2x JOIST, CONNECTION TO TOP PLATE BELOW PER SHEAR WALL SCHEDULE (MIN. 10d-F TOENAILS @ 8" O.C. AT NON -SHEAR WALLS) SHEATHING PER PLAN JOIST PER PLAN 2x BLKG. EACH SIDE @ 48" O.C. (2) 10d-F TOENAILS FROM BLKG. TO TOP PLATE, TYP. BOTTOM PLATE ATTACHMENT PER SHEAR WALL SCHEDULE (MIN. 16d NAILS @ 8" O.C. AT NON -SHEAR WALLS) SHEATHING PER PLAN JOIST AND ORIENTATION PER PLAN BEAM PER PLAN BOTTOM PLATE PANEL EDGE ATTACHMENT PER NAILING PER PLAN SHEAR WALL SCHEDULE (MIN. 16d NAILS @ 8" O.C. SHEATHING AND AT NON -SHEAR WALLS) SHEAR WALL EDGE NAILING PER SHEAR PANEL EDGE NAILING PER WALL SCHEDULE, TYP. PLAN TO BLKG., TYP. SHEATHING 2x RIM JOIST w/ PER PLAN (2) 10d-F NAILS TO BLKG. CONNECTION TO TOP PLATE BELOW PER SHEAR WALL SCHEDULE (MIN. s 10d-F TOENAILS @ 8" O.C. TYP. AT NON -SHEAR WALLS) JOIST PER PLAN 4'-0" MIN. LENGTH OF HEADER PER PLAN 2x BLKG. @ 48" O.C. �� WHERE OCCURS. A SEE TYPICAL _ CS20 STRAP w/ (4) 10d HEADER DETAIL(S) NAILS TO EACH BLKG. A34, BLKG. TO PLATE PANEL EDGE NAILING PER PLAN SHEATHING AND SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE, TYP. 2x RIM JOIST w/ (1) 10d-F NAIL TO TOP AND BOT. OF EACH JOIST. CONNECTION TO TOP PLATE BELOW PER SHEAR WALL SCHEDULE (MIN. 10d-F TOENAILS @ 8" O.C. AT NON -SHEAR WALLS BOTTOM PLATE ATTACHMENT PER SHEAR WALL SCHEDULE (MIN. 16d NAILS @ 8" O.C. AT NON -SHEAR WALLS) SHEATHING PER PLAN JOIST PER PLAN (2) 10d-F TOENAILS EACH JOIST TO PLATE HEADER PER PLAN WHERE OCCURS. SEE TYPICAL HEADER DETAIL(S) HAREZLAK ENGINEERING HAREZLAK ENGINEERING 11745 87th Ave. S. Seattle, WA 98178 PH: 360.224.0627 E: phil@harezlakengineering.com W V Z W O � O W00 W ZQ V a� z z W �o Q [Ifo� z N Z O z U <� a U 0LLJ o N 0 [Ifr W REVISIONS: NO. I DESCRIPTION DATE PROJECT NUMBER: 22-035 ISSUE DATE: 02.23.2024 CURRENT REVISION: PERMIT SHEET NAME: FLOOR FRAMING DETA%SUB Nov 13 2024 CITY OF EDMONDS SHEET NUMBER: S4*2 H1 CLIP EACH TRUSS O 0 O ROOF TRUSS PER PLAN ROOF SHEATHING AND NAILING PER PLAN EDGE NAILING PER PLAN TO 2x BLKG. BELOW A34 BETWEEN EACH TRUSS OR 1Od TOE NAILS @ 6" O.C. TO BEAM BELOW POST PER PLAN FASCIA PER ARCHITECT PER ARCH. (2'-0" MAX.) 2x SUBFASCIA w/ (2) 1 Od-F NAILS TO EACH OUTLOOKER 2x4* OUTLOOKER @ 24" O.C. w/ H2.5A TO GABLE END TRUSS AND A34 TO FIRST TRUSS 2x4 BLOCKING BETWEEN OUTLOOKERS SHEATHING AND SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE CONNECT TRUSS TO WALL ACCORDING TO THE BLOCKING TO TOP PLATE CONNECTION OF SHEAR WALL SCHEDULE (MIN. 1 Od-F TOENAILS @ 8" O.C. AT NON -SHEAR WALLS) PANEL EDGE NAILING PER PLAN LTP4 @ 24" O.C. GABLE END TRUSS, HOLD TOP CHORD DOWN FOR OUTLOOKERS (N) 2x LEDGER F(" ATTACHMENT TC (E) TOP CHORD. I SHEATHING TO (1 (2) 10d NAILS LEE CHORD (N) SHEATHING A NAILING PER PLA (N) TRUSSES PE[ PLAN AND MFR. NOTE: CONTRACTOR T GABLE END ROGI ..... PRIOR TO INSTALLATION NIMA/ CVIClTIN In NOTE: AT CONTRACTOR'S OPTION TRUSS MANUFACTURER MAY PROVIDE BLOCKING PANELS INSTEAD OF SITE - BUILT FRAMING SHOWN. MATCH CAPACITY OF SHEAR WALL BELOW. SHEA" II"In nrn r1I A"I 2x EA SIDE TRUS TYP. DOUE TOP[ SHEATHING PER PLAN rI r\/A TIn"I PANEL EDGE NAILING PER PLAN TO BLOCKING, TYP. A34 EACH END AT BRACE BAY BLOCKING (3) BAYS OF 1 (MAX.) 2x BLKG. 1 AT BRACE w/ H2 BETWEEN BLOCKING TOP ROOF TRUSS PER PLAN, TYP. WHERE DIAGONAL BRACE LENGTH EXCEEDS 6'-011 , ATTACH 2x4 LATERAL BRACE AT MID -SPAN w/ (2) 1Od-F NAILS TO EACH BRACE 2x6 DIAGONAL BRACE TO RIDGE AND @ 6'-0" O.C. ATTACH TO TOP BLKG. w/ (6) 1 Od-F NAILS, AND ATTACH TO WALL TOP PLATE w/ GBC, AND H2.5 TO THE GABLE END TRUSS BOTTOM CHORD I 2x BLOCKING @ 48" O.C. w/ (2) 1Od-F NAILS EACH END NON -BEARING WAL SEE ARCH DRAWIN BOTTOM CHORD OF TRUSS PER PLAN I GWB PER ARCH. DO NOT ATTACH TO BLKG. SIMPSON STC CLIP @ 48" O.C. SLOT UP (NAIL AT MID HEIGHT OF SLOT) WALL PARALLEL TO TRUSS FRAMING ---_IRE — ___--- — BOTTOM CHORD OF �iN TRUSS PER PLAN SIMPSON STC CLIP @ 48" O.C. SLOT UP (NAIL AT NON -BEARING WALL MID HEIGHT OF SLOT) SEE ARCH DRAWINGS WALL PERP. TO TRUSS FRAMING PROVIDE 2x BLOCKING IN PLANE OF TRUSS AS REQUIRED ROOF TRUSS PER PLAN, TYP. ROOF TRUSS PER PLAN, TYP. SECTION A - PLAN PANEL EDG PER PLAN 2x BLOCKING SHEATHING SHEAR WAL NAILING PE WALL SCHEL,�,,� SHEATHING PER PLAN BLOCKING TO TOP PLATE CONNECTION PER SHEAR WALL SCHEDULE (MIN. 1Od-F TOENAILS @ 8" O.C. AT NON -SHEAR WALLS) 2x SUBFASCIAw/ (2) 1 Od-F NAILS TO EACH ROOF TRUSS SHEATHING AND SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE SECTION B PER ARCH. PER ARCH. (2'-0" MAX.) 1Od-F NAILS @ 6" O.C. (EACH SIDE), TYP. SHEATHING AND SHEAR WALL EDGE NAILING TO MATCH SHEAR WALL BELOW, TYP. 2x BLOCKING AT TOP OF SHEAR WALL 2x BLOCKING BETWEEN TRUSS BOTTOM CHORDS, ATTACH TO TOP PLATE PER SHEAR WALL SCHEDULE PANEL EDGE NAILING PER PLAN 2x BLOCKING ROOF TRUSS PER PLAN HI AT EACH ROOF TRUSS BEAM WHERE OCCURS, PER PLAN NOTE: SEE ARCHITECT OR CONTRACTOR DESIGN FOR VENTING REQUIREMENTS (DO NOT INTERRUPT NAILING). HAREZLAK ENGINEERING HAREZLAK ENGINEERING 11745 87th Ave. S. Seattle, WA 98178 PH: 360.224.0627 E: phil@harezlakengineering.com W V Z W 0 O � O W00 O#4 W ZQ V a� z z W 0 a N o� Z Oz z <� a U 0 5 0 N 0 ILU On-r W REVISIONS: NO. DESCRIPTION DATE PROJECT NUMBER: 22-035 ISSUE DATE: 02.23.2024 CURRENT REVISION: PERMIT SHEET NAME: ROOF FRAMING DETA��UB Nov 13 2024 CITY OF EDMONDS f1F\/FI f1PMFNT SFR\/If:F SHEET NUMBER: S4*3