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APPROVED BLD FIR BLD2023-1599+Architectural_Plan+12.22.2023_2.37.07_PM+3969018A project of Nfilialge Life 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425) 778-4111 (425) 778-0409 (FAX) ■ ■ Homes Approved DFM cMris Suet South County Fire Date: 02/12/2024 02-12-2024 PLAN REVIEW NOTES: APPROVED WITH CONDITIONS: 1. A RESIDENTIAL FIRE SPRINKLER SYSTEM IS REQUIRED. SUBMIT FOR A SEPARATE FIRE SPRINKLER PERMIT. A RECOMMENDED FLOW -THROUGH DESIGN WILL MEET SPECIFICATIONS AND REDUCE EQUIPMENT AND CONTINUAING MAINTENANCE REQUIRMENTS. PROVIDE A MINIMUM COMBINATION WATER SERVICE OF ONE INCH (1 ") METER AND ONE AND ONE HALF (1 1/2") SERVICE LINE OR SHOW THAT THE DOMESTIC AND FIRE PROTECTIONS NEEDS CAN BE MET WITH A SMALLER SERVICE. 2.4 INCH ADDRESS CHARACTERS WITH 1/2 INCH STROKE REQUIRED TO BE INSTALLED ON THE HOUSE VISIBLE FROM THE STREET IN CONTRASTING COLOR TO THE BACKGROUND. ADDITIONAL ADDRESS SIGNS MY BE REQUIRED IF NOT VISIBLE FROM THE STREET. DFM BURT OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Please obtain a separate plumbing permit from the City of Edmonds. ' I ----------------------------------------------- City Of Edmonds Building Department Work NEW SFR Address 17606 72ND AVE W Owner SPENCE Approved Date 2/15/2024 Building Official V Permit Number BLD2023-1599 PLAN 3874=12B CONTRACTOIR-LIFE HOMES, LLC GENERAL NOTES GENERAL FLOOR PLAN (cont.) FLOOR PLAN (cont.) ELECTRICAL (cont.) 1. CONSTRUCTION SHALL BE OF THE HIGHEST QUALITY 2. PILOTS, BURNERS, SWITCHES UP 18" MINIMUM ABOVE FLOOR. 9. TUBS & SHOWERS TO COMPLY w/ IRC SECT R307.1 AND IRC H. DOOR CHIMES LOCATED WITHIN 12" OF CEILING. WORKMANSHIP. ALL WALLS SHALL BE PLUMB AND TRUE. ALL U.L. APPROVED APPLIANCES W/ AUTO SHUTOFF SWITCH. R307.2 I. PUSH BUTTONS TO BE +44" ABOVE FINISHED FLOOR. CONNECTIONS SHALL BE MADE SECURE ACCORDING TO INSTALL IMPACT BOLLARD. DUCTS IN GARAGE TO BE 26 GA. --TOILETS. 15" CLEAR SPACE REQD. EACH SIDE FROM q OF J. ABOVE COUNTER OUTLETS AT LINEN OR OTHER MISC. ACCEPTED CONSTRUCTION PROCEDURES OR AS SPECIFIED GALV. (NO OPENINGS). HWT LABELED 1987 NAECA. STRAPS TOILET & 21" CLEAR SPACE REQUIRED IN FRONT. INSTALL COUNTERS TO BE +44" ABOVE FINISHED FLOOR. HEREIN OR AS PER THE 2018 EDITION OF THE INTERNATIONAL W.I. TOP Y3 & BOTTOM Y3 (4" MINIMUM ABOVE CONTROLS). 2x10 BLOCKING FOR TOWEL BARS UP 48" ABOVE FLOOR OR K. OUTLETS AT SERVICE AREAS TO BE +48" ABOVE RESIDENTIAL CODE (IRC) R-10 INSULATED BASE AT HWT. PROVIDE PRESSURE RELIEF BELOW SILL HEIGHT IF AT WINDOW. INSTALL BLOCKING FOR FINISHED FLOOR. 2. McNAUGHTON ASSOCIATES, Inc. ASSUMES NO LINE TO EXTERIOR. FOR FUEL FIRED APPLIANCES, EXTERIOR T.P. HOLDERS. L. THERMOSTATS TO BEAT +60" ABOVE FINISHED FLOOR. RESPONSIBILITY FOR ANY CHANGES, ERRORS, OMISSIONS WALL COMBUSTION AIR VENTS ARE NOT REQUIRED IF --SHOWER COMP. SIZE MIN 900 SQ.IN. & 30" MIN HORIZ. DIM. M. WALL OUTLETS FOR MICROWAVE, RANGE HOOD, ETC. OR DEVIATIONS BY THE OWNER OR CONTRACTOR, EITHER VOLUME OF GARAGE EXCEEDS 50 CUBIC FEET PER 1000 22" MIN. WIDTH SHOWER DOOR TO OPEN OUTWARD IF PER MANUFACTURER SPECIFICATIONS. INTENTIONAL OR ACCIDENTAL. BTU/H TOTAL INPUT RATING. IF LESS, INSTALL 2 SCREENED HINGED. 30" WIDE X 24" DEEP CLEAR SPACE REQUIRED COMBUSTION AIR VENTS THROUGH EXTERIOR WALL, ONE OUTSIDE SHOWER DOOR. ENCLOSURES TO BE SAF. GLASS. N. WHEN INDICATED ON UTILITY PLAN LIGHT BARS IN 3. THE OWNER IS ADVISED THAT THESE DRAWINGS AND WITHIN 12" OF CEILING &ONE WITHIN 12" OF FLOOR. USE TUB OR SHOWER CONTROL VALVES TO BE PRESSURE BATHROOMS TO BE +84" ABOVE FINISHED FLOOR. ASSOCIATED CONSTRUCTION DOCUMENTS ARE THE ONLY NON -CLOSEABLE LOUVERED 12x12 WALL VENTS OR 8x18 BALANCE OR THERMOSTATIC MIXING TYPE. IRC P2708.1 O. WHEN INDICATED ON UTILITY PLAN STEP LIGHTS TO BE MEDIUM AVAILABLE TO EXPRESS THE INTENT OF FOUNDATION TYPE VENTS IN WALL FOR A MIN. NET FREE SMOOTH NON -ABSORB WAINSCOT UP 6' MIN W/ W.P. GWB +6" ABOVE SKIRT BOARD. McNAUGHTON ASSOC, Inc. AND CANNOT BE ASSUMED TO BE AREA OF 1 SQ. IN. /4,000 BTU/H EACH VENT. BACKING. VAPOR BARRIER NOT PERMITTED BEHIND W.P. P. REFER TO LANDSCAPE DRAWINGS FOR ALL COMMON COMPLETELY ALL-INCLUSIVE. GWB AT EXT. WALL. FIRESTOP TUBS & SHOWERS PER R602.8 AREA WALLS AND EXTERIOR LIGHTING SURROUNDING 4. IN ALL CASES, NOTED DIMENSIONS SHALL SUPERSEDE 3. INSTALL SEISMIC STRAPS APPROVED BY FURN. & WATER AND 302.11 BUILDING WHEN NOT INDICATED ON UTILITY PLAN. SCALED DIMENSIONS AND ARE TO FACE OF STUD OR CONC. HEATER MANUFACTURER TO TIE INTO WALL FOR --1.75 GPM SHOWER FLOW RESTRICTOR. 1.6 GAL PER 7• ALL ELECTRICAL FIXTURES SHALL CONFORM TO THE 5. BASED ON DESIGN INTENT DOCUMENTS PROVIDED HEREIN, HORIZONTAL FORCES. FLUSH MAX UNLESS MODIFIED BY TABLE 406.2, WSEC SHEET REQUIREMENTS OF THE ENERGY COMPLIANCE OWNER TO PROVIDE, VERIFY, OR OTHERWISE APPROVE ALL 4. R-21 INSULATION BETWEEN HOUSE & GARAGE R-38 10. PROVIDE MULTIPLE STUDS IN WALL AT POINT LOADS PER DOCUMENTATION REQUIRED BY EACH BUILDING PRODUCT AND MATERIAL SELECTIONS PRIOR TO SC ORDER INSULATION @ FLOOR ABOVE GARAGE. PLAN AND LOADS PER PLAN AND AS REQUIRED. VERIFY JURISDICTION. AND / OR INSTALLATION OF ANY PRODUCTS / MATERIALS RELATED TO PROJECT. 5. OPENINGS FROM GARAGE INTO SLEEPING ROOM NOT LOAD TRANSFER TO FOUNDATION. 8. SUBCONTRACTOR SHALL SUBMIT MECHANICAL LAYOUT TO 6. ANYWHERE MINIMUM REQUIREMENTS ARE CALLED OUT ON PERMITTED. DOOR BETWEEN GARAGE AND RESIDENCE 11. ALL GLASS LOCATED IN AREAS LISTED AS HAZARDOUS BUILDER/OWNER FOR REVIEW PRIOR TO START OF WORK. DRAWINGS REFER TO GENERAL NOTES AND SPECIFICATIONS SHALL BE 1 %" MIN. THICK; SOLID WOOD, OR STEEL WITH LOCATIONS PER IRC R308.4 SHALL BE TEMPERED, OR IMPACT ELEVATIONS FOR ADHERENCE TO MOST RESTRICTIVE CODE AND / OR SOLID OR HONEYCOMB CORE, OR 20 MIN. FIRE RATED w/ RESISTANT AND LABELED. SPECIFICATION REFERENCE. SELF CLOSING DEVICE. DUCTS IN GARAGE AND DUCTS 12. EGRESS WINDOWS: 1. VERIFY ALL DOWNSPOUT LOCATIONS PER LOT. PENETRATING THE WALLS OR CEILINGS SEPARATING THE 7. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR DWELLING FROM THE GARAGE SHALL BE NO. 26 GALV. SHEET MINIMUM CLEAR OPENING DIMENSIONS TO BE 24" HIGH AND 2 GABLE END CONDITIONS: NOTED FOR ANY PART OF THE WORK, THE DETAILS SHALL BE STEEL & HAVE NO OPENINGS INTO THE GARAGE. SEPARATE 20" WIDE PLACED AT A MAXIMUM OF +44" ABOVE FINISHED ALL PLYWOOD SHEAR PANELS MUST EXTEND CONTINUOUS THE SAME AS FOR OTHER SIMILAR WORK. THE THE GARAGE FROM THE RESIDENCE & ITS ATTIC AREA WITH FLOOR, AND SHALL PROVIDE A MINIMUM 5.7 SQ.FT. EGRESS FROM THE DIAPHRAGM U.N.O. THIS REQUIREMENT MAY BE CONTRACTOR SHALL ASSUME CONSISTENT CONSTRUCTION %" GWB INSTALLED ON THE GARAGE SIDE OF THE WALL. AREA (PER 2018 IRC R310). ELIMINATED IF THE TRUSS MFR. PROVIDES AN ADEQUATE PRACTICES OCCUR IN AREAS WHERE DETAILS DO NOT SEPARATE FROM HABITABLE ROOMS ABOVE WITH %" TYPE 13. FIREPLACES: SHEAR OR DRAG TRUSS IN THOSE LOCATIONS. THE INDICATE SPECIFIC MATERIALS OR PROCEDURES. TYPICAL " X" GWB. WHERE THE SEPARATION IS AFLOOR-CEILING INSTALL PER MFG'S SPEC'S--DIRECT VENT GAS ARCHITECT/DESIGNER AND STRUCTURAL ENGINEER SHALL CONSTRUCTION AND INDUSTRY STANDARDS SHALL BE ASSEMBLY, THE SUPPORTING STRUCTURE SHALL ALSO BE FIREPLACE. FIRESTOP SURROUND, U.L. APPROV'D & BE NOTIFIED OF SUCH A DECISION AND PROVIDED WITH FOLLOWED THROUGHOUT. PROTECTED w/ %" GWB. LABEL'D APPROPRIATE CALCULATIONS PRIOR TO THE START OF 8. IT IS THE OWNER / CONTRACTOR'S RESPONSIBILITY TO WORK. VERIFY THAT THE PLAN IS APPROPRIATE FOR THE SITE AND 6. GUARDRAILS: PROVIDE TIGHT FITTING GLASS OR METAL DOORS 3. WHEN A SHEAR WALL IS INDICATED ON THE STRUCTURAL THAT IT MEETS ALL LOCAL CODES AND ORDINANCES. REQUIRED AT PORCHES, BALCONIES, RAISED FLOOR SURFACES EQUIPPED WITH A FLUE DRAFT. DRAWINGS FOR A PORTION OF A WALL, THE REMAINING 9. ALL FRAMING ANCHORS, HOLD DOWNS, AND SHEAR WALLS WHERE DROP IS MORE THAN 30" TO FLOOR OR GRADE BELOW. TIGHTLY FITTING FLUE DAMPER WITH MANUAL OR PORTION IN THE SAME PLANE SHALL BE SIMILARLY SHALL BE SUBJECT TO INSPECTION PRIOR TO COVERING. 36" MIN. HEIGHT AND TO BE DESIGNED SO THAT A 4" MAX. SPHERE AUTOMATIC CONTROLS. SHEATHED TO PROVIDE FOR A UNIFORM SURFACE. 10. ALL "T" STRAPS WILL BE INSTALLED AT THE FOUNDATION MAY NOT PASS THROUGH. TO COMPLY w/ IRC R312.1, R312.2 & INSPECTION. 312.1.3. A 36" HIGH, WOOD -CAPPED, HALF WALL IS 6 SQ. IN. OUTSIDE COMBUSTION AIR DUCTED TO THE 4. INSTALLATION OF ALL ROOFING AND WALL FLASHING TO BE STANDARD -RAILING IS OPTIONAL. FIREBOX. PER INDUSTRY STANDARD AND THE 2018 IRC. SECTIONS 11. TYP. INTERIOR BEARING WALL: 2X4 OR 2X6 #2 HEM/FIR STUDS @ 16" O.C. w/ DBL. TOP PLATE 7. STAIRWAYS--2018 IRC R311.7, R312.1, R312.2 LINE INSIDE OF FRPL. w/ 5�" TYPE "X" GWB. R703.4, R703.8, R903.2 AND R905, DRIP EDGE PER R905.2.8.5 AND SINGLE BOT. PLATE. LAP SPLICES 24" AT TOP PLATES. 36" MINIMUM STAIRWAY WIDTH. LANDINGS SHALL HAVE A 36" ELECTRICAL 5. MINIMUM (2) LAYERS GRADE "D" PAPER REQUIRED BETWEEN IRC R602.3.2 MIN. DIMENSION IN THE DIRECTION OF TRAVEL. RISERS TO BE MASONRY AND PLYWOOD WHEN SHOWN ON ELEVATIONS. 12. TYP. EXTERIOR BEARING WALL: 7%4' MAX. HEIGHT, & TREADS TO BE 10" MIN. DEPTH, BOTH WITH 1. ALL FIXTURES TO BE SELECTED BY OTHERS. 6. ADDRESS TO BE POSTED AND CLEARLY LEGIBLE FROM 2X6 #2 HEM/FIR STUDS @ 16" O.C. w/ DBL. TOP PLATE AND A MAXIMUM VARIATION OF %". TREADS W/ SOLID RISERS TO 3 HAVE /" MIN. TO 11/4' MAX. NOSING OR 11" MINIMUM DEPTH. 4" 2. VERIFY APPLIANCE AND MECHANICAL EQUIPMENT STREET. NUMBERS SHALL CONTRAST w/ THEIR SINGLE BOT. PLATE. LAP SPLICES 24" AT TOP PLATES. IRC SPHERE MAY NOT PASS THROUGH OPEN RISERS ON ELECTRICAL CONNECTION REQUIREMENTS AND LOCATIONS BACKGROUNDS. 2018 IRC R319.1 R602.3.2 STAIRWAYS RISING MORE THAN 30". PRIOR TO THE START OF WORK. 7. ELEV. OF FLOOR OR LAND'G 1y2" MAX (or 75/4" MAX FOR 13. THE CONTRACTOR SHALL VERIFY ALL DOOR AND WINDOW ROUGH OPENING DIMENSIONS WITH THE DOOR AND --HANDRAIL REQD. IF 4 OR MORE RISERS. TO BE INSTALLED 3. ALL WORK SHALL CONFORM TO CURRENT EDITIONS OF BOTH BELOW THRESHOLD IS RED FROM THE RED IN -SWING DR ) QQ BETWEEN 34"-38" ABOVE NOSING & HAVE A 1%4'-2" DIA. GRIP. IF THE N.E.C. AND I.M.C. EXIT DOOR. WHERE DOOR IS NOT THE REQD. EXIT DOOR, A WINDOW MANUFACTURERS. HANDRAIL IS NOT CIRCULAR IT SHALL HAVE A PERIM. DIM OF 4" STAIRWAY OF 2 OR FEWER RISERS IS PERMITTED WHERE 14. ALL BEAMS SHALL BE FRAMED DOWN WITH THE TOP OF THE MIN., 6 4" MAX. & MAX X-SECT OF 2%4' (OPT. TYPE 2 HAND RAILS) 4. SEE UTILITY PLAN FOR LOCATION OF ALL THERMOSTATS. DOOR DOES NOT SWING o/ RISER. 2018 IRC R311.3 BEAM FLUSH WITH THE TOP PLATE OR AS A DOOR OR ALL HAND RAILS USED MUST COMPLY w/ IRC R311.7.8 AND BE 5. WSEC R404.1 = A MINIMUM OF 90% OF ALL LUMENS SHALL BE WINDOW HEADER, WHICHEVER APPLICABLE, UNLESS CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT. RETURN HIGH EFFICIENCY 8. FLASH o/ TOPS OF WINDOWS & o/ TOP OF TRIM. OTHERWISE NOTED. ENDS TO WALL OR NEWEL. INSTALL 2x10 BLOCKING BETWEEN 9 EXTERIOR STAIRWAYS PER IRC R311.7 (SEE NOTE UNDER 15. INSTALL SHEETROCK PRIOR TO INSTALLATION OF STUDS TO SUPPORT HANDRAIL BRACKETS. 6. INSTALLATION HEIGHTS GIVEN ARE TO BOTTOM OF FIXTURE FLOOR PLAN) APPLIANCES (H.W.T. & FURN.) --GUARDRAIL @ OPEN SIDE OF STAIRWAY: OUTLET AS FOLLOWS: 16. ALL APPLIED SURFACE MATERIALS AND FINISHES SHALL REQUIRED WHERE STAIR HAS A TOTAL RISE OF 30" OR MORE. A. EXTERIOR LIGHT FIXTURES TO BE +72" ABOVE FINISH 10. EXTERIOR GUARDRAILS REQUIRED WHERE GRADE IS CONFORM TO BUILDING DEPARTMENT FLAME SPREAD THE TRIANGULAR OPENINGS FORMED BY RISER TREAD AND FLOOR --UNLESS NOTED OTHERWISE. GREATER THAN 30" BELOW WALK. TO COMPLY WITH IRC REQUIREMENTS. OPEN SIDE OF STAIRWAY DESIGNED SUCH THAT A SPHERE 6" B. TYPICAL WALL OUTLETS TO BE +12" ABOVE FINISHED R312.1 & R312.2 (SEE NOTE UNDER FLOOR PLANS) DIA MAY NOT PASS THROUGH. GUARDS @ OPEN SIDE OF FLOOR. FLOOR PLAN TREADS SHALL NOT ALLOW A 4%" SPHERE TO PASS. C. TYPICAL WALL SWITCHES TO BE +44" ABOVE FINISHED WINDOW MANUFACTURER: --UNDER STAIR PROTECTION-- R302.7, R602.8 AND R302.11 FLOOR. 1. REFER TO ENERGY COMPLIANCE TO LOWER RIGHT FOR FIRESTOP BETWEEN STUDS AT STRINGER. 6'-8" MIN. VERTICAL D. ABOVE COUNTER OUTLETS AT KITCHEN TO BE +44" 1. IT IS THE RESPONSIBILITY OF THE WINDOW PROVIDER TO WALL, CEILINGS, AND FLOOR INSULATION INFORMATION. HEAD CLEARANCE. PROTECT ENCLOSED ACCESSIBLE UNDER ABOVE FINISHED FLOOR. ENSURE THAT WINDOWS IN ROOMS REQUIRING EGRESS, MINIMUM REQUIREMENTS: STAIR WALLS & CEILING W// GWB E. ABOVE COUNTER OUTLETS AT BATHS TO BE +40" ABOVE MEET THE STANDARD EGRESS REQUIREMENTS IN THE IRC. WALL R-21 CEILINGS R-49 "OR" R-38 ADV. "OR" R-38 @ 8. s ELEV. OF FLOOR OR LAND'G 1y2" MAX (or 7 /4" MAX FOR FINISHED FLOOR. 2. WINDOWS SHALL BE INSTALLED AND FLASHED IN VAULTED SPACE OR AS OTHERWISE IN -SWING DR R311.3.1) BELOW THRESHOLD IS REQD FROM F. WALL OUTLET FOR RANGE HOOD PER MANUFACTURER ACCORDANCE WITH THE MANUFACTURERS WRITTEN ALLOWED PER WSEC 402.2.1 THE REQD EXIT DOOR. WHERE DOOR IS NOT THE REQD. SPECIFICATIONS. INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION FLOORS R-38 (o/ UNHEATED SPACE ONLY.) EXIT DOOR, A STAIRWAY OF 2 OR FEWER RISERS IS G. SMOKE AND CARBON MONOXIDE DETECTORS LOCATED INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER SLAB FLR EDGE R-10 PERIMETER & UNDER ENTIRE PERMITTED WHERE DOOR DOES NOT SWING o/ RISER. 2018 AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS FOR EACH WINDOW. 2018 IRC R609 AND SECTION R703.8 SLAB IRC R311.3.2 & 2018 IRC R314 & R315 SEE ALSO FLASHING NOTES HEREIN CITY OF EDMONDS, WA FIREBLOCKING -PER 2018 IRC R602.8, MATERIALS PER R302.11, R302.11.1 & R302.11.1.1(AND WHERE APPLICABLE R1003.19) IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: 1.1. VERTICALLY AT THE CEILING AND FLOOR LEVELS 1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 mm) 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E136 REQUIREMENTS. 5. FOR FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. 6. FIREBLOCKING OF CORNICES & EAVES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF THE DWELLING SEPARATION. FLASHING I 2018 IRC, SECTION 703.4 APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. FLUID APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1) EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION R703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE STILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEATLED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS. 2) AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3) UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4) CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5) WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6) AT WALL AND ROOF INTERSECTIONS 7) AT BUILT-IN GUTTERS SHEET INDEX 0.0 COVER SHEET 0.1 LEGEND SHEET/ENERGY CODE COMPLIANCE 0.2 WSEC COMPLIANCE WSU FORMS ARCHITECTURAL 1 ELEVATION - FRONT/LEFT 2 ELEVATION - REAR/RIGHT 2.1 ELEVATION - STONE OPTION 3 FIRST FLOOR PLAN 4 SECOND FLOOR PLAN FOUNDATION/FRAMING 5 FOUNDATION PLAN 6 FIRST FLOOR FRAMING PLAN 7 FIRST FLOOR WALL PLAN 8 SECOND FLOOR FRAMING PLAN 9 SECOND FLOOR WALL PLAN 10 ROOF FRAMING PLAN 11 BUILDING SECTIONS ARCHITECTURAL DETAILS D1 ARCHITECTURAL DETAILS D2 ARCHITECTURAL DETAILS D3 ARCHITECTURAL DETAILS D4 ARCHITECTURAL DETAILS D5 ARCHITECTURAL DETAILS STRUCTURAL S1.0 GENERAL STRUCTURAL NOTES S3.0 TYPICAL CONCRETE DETAILS S3.1 CONCRETE DETAILS S4.0 TYPICAL WOOD FRAMING DETAILS S4.1 WOOD FRAMING DETAILS S4.2 WOOD FRAMING DETAILS ELECTRICAL/MECHANICAL E1 FIRST FLOOR ELECTRICAL/UTILITY PLAN E2 SECOND FLOOR ELECTRICAL/UTILITY PLAN M1 SECOND FLOOR MECHANICAL DUCTING PLAN REVISIONS DATE - PAGES - CHANGES REV1 REV2 REV3 REV4 REV5 SYMBOL LEGEND PROJECT TEAM ENERGY STRUCTURAL DESIGNER OWNER CONTRACTOR DETAIL NUMBER COMPLY WITH 2O18 WASHINGTON MALSAM TSANG McNAUGHTON ASSOCIATES, Inc. VILLAGE LIFE HOMES, LLC VILLAGE LIFE HOMES, LLC 7 KEYNOTE REFERENCE 4 KEYNOTE 5YMB0L STATE ENERGY CODE C/o: RUSSELL FOISY JEFFREY C. McNAUGHTON C/o: MARK SCHMIDT C/o: MARK SCHMIDT D1 DETAIL GALLOUT PER PAGE 122 S JACKSON ST 12098-W. LONE TREE TRAIL 19020-33RD AVE. W. 19020-33RD AVE. W. SHEET NUMBER PRESCRIPTIVE PATH PER WSEC SHEET SUITE 210 PEORIA, AZ 85383 SUITE #450 SUITE #450 OPTION NUMBER SEATTLE, WA 98104 LYNNWOOD, WA 98036 LYNNWOOD, WA 98036 (425) 830-2753 5E07I0N NUMBER E OPTION DETAIL SYMBOL (206) 789-6038 (425) 778-4111 (425) 778-4111 A 10 (206) 789-6042 FAX (425) 778-0409 (FAX) (425) 778-0409 (FAX) # SECTION G,4LLOU7 SHEET NUMBER SHEET NUMBER russf@malsam-tsang.com jell@mcnassoc.com mark@village-life.net mark@village-life.net DEFERRED SUBMITTALS 1. MECHANICAL - BIDDER DESIGN, BY WASH. STATE LICENSED ENGINEER. ANY MECHANICAL SHOWN WITHIN THIS DOCUMENT IS FOR REFERENCE ONLY TO SHOWN THE SYSTEM IS CAPABLE OF MEETING WASHINGTON STATE ENERGY CODE (W.S.E.C.) CREDITS CHOSEN AS REQUIRED BY THE W.S.E.C. 2. ELECTRICAL - BIDDER DESIGN, BY WASH. STATE LICENSED ENGINEER. ELECTRICAL PLANS WITHIN ARE FOR REFERENCE ONLY AND ARE SUBJECT TO CHANGE BY THE OWNER / CONTRACTOR. 3. PLUMBING - BIDDER DESIGN, BY WASH. STATE LICENSED ENGINEER. 4. ENGINEERED ROOF AND FLOOR TRUSSES / FRAMING/STRUCTURAL COMPONENTS WASH. STATE STRUCTURAL ENGINEER & BIDDER DESIGN w/ WASH. STATE CODE COMPLIANCE. DEFERRED SUBMITTALS TYPICAL AS "BIDDER DESIGN" U.N.O., SC TO VERIFY WITH CLIENT FOR APPROVAL PRIOR TO ORDER AND / OR INSTALLATION, TYPICAL U.N.O. SQUARE FOOTAG ES LOWER FLOOR -N/A- SF FIRST FLOOR 1,801 SF SECOND FLOOR 2,073 SF TOTAL DWELLING 3,874 SF GARAGE AREA 594 SF COVERED FRONT PORCH 130 SF COVERED OUTDOOR LIVING 240 SF BUILDING CODE CODE COMPLIANCE: 2018 INTERNATIONAL RESIDENTIAL CODE (I.R.C.) 2018 INTERNATIONAL MECHANICAL CODE (I.M.C.) 2018 UNIFORM PLUMBING CODE 2018 INTERNATIONAL FIRE CODE 2018 INTERNATIONAL ELECTRICAL CODE 2018 WASHINGTON STATE ENERGY CODE ALL CODES ABOVE INCLUDE WASHINGTON STATE AMMENDMENTS AND ARE AS ADOPTED BY THE LOCAL GOVERNING JURISDICTION CODES OCCUPANCY: R-3 SINGLE FAMILY HOME U-1 PRIVATE GARAGE OCCUPANCY GARAGE FROM DWELLING SEPARATION: PER R302.6 CONSTRUCTION: TYPE V, NON -RATED EVERY EFFORT HAS BEEN MADE TO ENSURE THE ACCURACY OF THESE DOCUMENTS BY McNAUGHTON ASSOCIATES, Inc., HOWEVER, THE CONTRACTOR OR OWNER / BUILDER SHALL CHECK AND VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. WRITTEN DIMENSIONS ON THESE DOCUMENTS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND / OR CONDITIONS SHOWN ON THESE DOCUMENTS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. REPRODUCTION OF THESE DOCUMENTS IS PROHIBITED WITHOUT EXPRESS PERMISSION FROM McNAUGHTON ASSOCIATES, Inc. COPYRIGHT 2023 McNAUGHTON ASSOCIATES, Inc., ALL RIGHTS RESERVED. ENGINEERED BY: Malsam-Tsang Engine&g Job No.: 0186.2023.01.02 2018 International Residential Code w - 7-O w O >La = =wOpa _= Z O H J J� Z In U� Z ¢¢oo�Qoo ooLU ¢��g >�"n2>�uia o � oo�� Q Z J d Z w 0 l n F lan W �w LU �V UOm ¢ U Z O mU w Yij'--'g_� Ur�wz wz�VHFw Q w u�LUTE �EFZL wU= wvicnO�m ¢ Qin=LU,-- C LULUz ��.zz -00- wUQ>m LU222 Ow OnEwninQ JI_i�za�� ZZ, Zw o¢�Oz�zz==O�O~m w mEY =O� vcjuNoo>==ZLnLO z�w=zp= =00,3:t 20w �Nw W OMD OVOagZU�cnQ mo12azzw �cFLQQz Fu azm�' �,0owLLN� Wo u. bdoo-oL uz z OF_g =ln gzu��'QiiOno �zw=FOZ z2z V!aw= w�C1. nw OinaQOHww(7 U U > _ ijVw=��V wow>w�z wSm�awS �saa_aMoZ 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 2023 © COPYRIGHT McNAUGHTON ASSOCIATES, Inc. 3874-12B RECEIVED Dec 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) COVER SHEET JOB NO. 23-032.23-026 DATE: November 16, 2023 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: 12/06/23 GARAGE FRONT SHEET: 0.0 ENGINEERED BY: IRC M1505 (WA ST. AMMENDMENTS) 2018 WASHINGTON STATE ENERGY CODE REQUIREMENTS - 2018 I.R.C. REQUIREMENTS Malsam-Tsang Engine&g Job No.: 0186.2023.01.02 IRC TABLE M1504.2 PRESCRIPTIVE EXHAUST DUCT LENGTH - SEE IRC M1504.2 FOR EXCEPTION DUCT TYPE FLEX DUCT I SMOOTH -WALL DUCT RAN AIRFLOW RATING 50 80 100 125 150 200 250 300 50 80 100 125 150 200 250 300 (CFM @ 0.25" we DIAMETERb MAXIMUM LENGTH c, d, e (INCHES) (FEET) 3 X X X X X X X X 5 X X X X X X X 4 56 4 X X X X X X 114 31 10 X X X X X 5 NL 81 42 16 2 X X X NL 152 91 51 28 4 X X 6 NL NL 158 91 55 18 1 X NL NL NL 168 112 53 25 9 7 NL NL NL NL 161 178 40 19 NL NL NL NL NL 148 88 54 8 AND ABOVE NL NL NL NL NL 189 111 69 NL NL NL NL NL NL 198 133 FOR SI: 1 FOOT = 304.8 mm a. FAN AIRFLOW RATING SHALL BE IN ACORDANCE WITH ANSI/AMCA 210 - ANSI/ASHRAE 51. b. FOR NONCIRCULAR DUCTS, CALCULATE THE DIAMETER AS FOUR TIMES THE CROSS -SECTIONAL AREA DIVIDED BY THE PERIMETER. c. THIS TABLE ASSUMES THAT ELBOWS ARE NOT USED. FIFTEEN FEET OF ALLOWABLE DUCT LENGTH SHALL BE DEDUCTED FOR EACH ELBOW INSTALLED IN THE DUCT RUN. d. NL = NO LIMIT ON DUCT LENGTH OF THIS SIZE. e. X = NOT ALLOWED. ANY LENGTH OF DUCT OF THIS SIZE WITH ASSUMED TURNS AND FITTINGS WILL EXCEED THE RATED PRESSURE DROP. IRC M1504.3: AIR EXHAUST OPENINGS SHALL TERMINATE AS FOLLOWS: 1. NOT LESS THAN 3 FEET (914 mm) FROM PROPERTY LINE. 2. NOT LESS THAN 3 FEET (914 mm) FROM GRAVITY AIR INTAKE OPENINGS, OPERABLE WINIDOWS AND DOORS. 3. NOT LESS THAN 10 FEET (3048 mm) FROM MECHANICAL AIR INTAKE OPENINGS EXCEPT WHERE EITHER OF THE FOLLOWING APPLY: 3.1 THE EXHAUST OPENING IS LOCATED NOT LESS THAN 3 FEET (914 mm) ABOVE THE AIR INTAKE OPENING. 3.2 THE EXHAUST OPENING IS PART OF A FACTORY -BUILT INTAKE/EXHAUST COMBINATION TERMINATION FITTING INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, AND THE EXHAUST AIR IS DRAWN FROM A LIVING SPACE. 4. OPENINGS SHALL COMPLY WITH SECTIONS R303.5.1 AND R303.6. IRC M1505.4.1.1: WHOLE -HOUSE VENTILATION SYSTEM IRC M1505.4 EACH DWELLING UNIT SHALL BE EQUIPPED WITH A VENTILATION SYSTEM. THE WHOLE HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS M1505.4.1 THROUGH M1505.4.4. IRC M1505.4.1: THE WHOLE HOUSE VENTILATION SYSTEM SHALL CONSIST OF ONE OR MORE SUPPLY FANS, ONE OR MORE EXHAUST FANS, OR AN ERV/HRV WITH INTEGRAL FANS, ASSOCIATED DUCTS AND CONTROLS. WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM WITH SUPPLY AND EXHAUST FANS PER SECTIONS M1505.4.1.2, M1505.4.1.3, M1505.4.1.4 AND M1505.4.1.5. LOCAL EXHAUST FANS ARE PERMITTED TO SERVE AS PART OF THE WHOLE HOUSE VENTILATION SYSTEM WHEN PROVIDED WITH THE PROPER CONTROLS PER SECTION M1505.4.2. THE SYSTEMS SHALL BE DESIGNED AND INSTALLED TO EXHAUST AND/OR SUPPLY THE MINIMUM OUTDOOR AIR FLOW RATES PER SECTION M1505.4.3 AS MODIFIED BY THE WHOLE HOUSE VENTILATION SYSTEM COEFFICIENTS IN SECTION M1504.4.3.1 WHERE APPLICABLE. THE WHOLE HOUSE VENTILATION SYSTEM SHALL OPERATE CONTINUOUSLY AT THE MINIMUM VENTILATION RATE DETERMINED PER SECTION M1505.4.2 UNLESS CONFIGURED WITH INTERMITTENT OFF CONTROLS PER SECTION M1505.4.3.2. IRC M1505.4.1.1: FAN NOISE: WHOLE HOUSE VENTILATION FANS SHALL BE RATED FOR SOUND AT NO LESS THAN THE MINIMUM AIRFLOW RATE REQUIRED BY SECTION 1505.4.3.1. VENTILATION FANS SHALL BE RATED FOR SOUND AT A MAXIMUM OF 1.0 SONE. THIS SOUND RATING SHALL BE AT A MINIMUM OF 0.1 in. w.c. (25 Pa) STATIC PRESSURE IN ACCORDANCE WITH HVI PROCEDURES SPECIFIED IN SECTIONS M1505.4.1.2 AND M1505.4.1.3. SEE WSEC CODE FOR EXCEPTIONS UNDER 1505.4.1.1. IRC M1505.4.2: SYSTEM CONTROLS: THE WHOLE HOUSE MECHANICAL VENTILATION SYSTEM SHALL BE PROVIDED WITH CONTROLS THAT COMPLY WITH THE FOLLOWING: 1. THE WHOLE HOUSE VENTILATION SYSTEM SHALL BE CONTROLLED WITH MANUAL SWITCHES, TIMBERS OR OTHER MEANS THAT PROVIDE FOR AUTOMATIC OPERATION OF THE VENTILATION SYSTEM WITH READY ACCESS BY THE OCCUPANT. 2. WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM SHALL BE PROVIDED WITH CONTROLS THAT ENABLE MANUAL OVERRIDE OFF OF THE SYSTEM BY THE OCCUPANT DURING PERIODS OF POOR OUTDOOR AIR QUALITY. CONTROLS SHALL INCLUDE PERMANENT TEXT OR A SYMBOL INDICATING THEIR FUNCTION. RECOMMENDED CONTROL PERMANENT LABELING TO INCLUDE TEXT SIMILAR TO THE FOLLOWING: "LEAVE ON UNLESS OUTDOOR AIR QUALITY IS VERY POOR." MANUAL CONTROLS SHALL BE READILY ACCESSIBLE BY THE OCCUPANT. 3. WHOLE HOUSE VENTILATION SYSTEMS SHALL BE CONFIGURED TO OPERATE CONTINUOUSLY EXCEPT WHERE INTERMITTENT OFF CONTROLS AND SIZING ARE PROVIDED PER SECTION M1505.4.3.2. IRC M1505.4.3.2: INTERMITTENT OFF OPERATION: WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE PROVIDED WITH ADVANCED CONTROLS THAT ARE CONFIGURED TO OPERATE THE SYSTEM WITH INTERMITTENT OFF OPERATION SHALL OPERATE FOR AT LEAST TWO HOURS IN EACH FOUR-HOUR SEGMENT. THE WHOLE HOUSE VENTILATION AIRFLOW RATE DETERMINED IN ACCORDANCE WITH SECTION M1505.4.3 AS CORRECTED BY SECTION M1505.4.3.1 IS MULTIPLIED BY THE FACTOR DETERMINED IN ACCCORDANCE WITH TABLE M1505.4.3(3). IRC M1505.4.3: MECHANICAL VENTILATION RATE: THE WHOLE HOUSE MECHANICAL VENTILATION SYSTEM SHALL PROVIDE OUTDOOR AIR AT A CONTINUOUS RATE OF NOT LESS THAN THAT DETERMINED IN ACCORDANCE WITH TABLE M1505.4.3(1) OR EQUATION 15-1. EQUATION 15-1 VENTILATION RATE IN CUBIC FEET PER MINUTE = (0.01 x TOTAL SQUARE FOOT AREA OF HOUSE) + [7.5 x (NUMBER OF BEDROOMS +1] BUT NOT LESS THAN 30 cfm FOR EACH DWELLING UNIT. IRC TABLE 1505.4.3(1) WHOLE HOUSE MECHANICAL VENTILATION AIRFLOW RATE M DWELLING UNIT FLOOR AREA (Square feet) NUMBER OF BEDROOMS 0-1 1 2 1 3 1 4 1 5 OR MORE AIRFLOW IN cfm <500 30 30 35 45 50 501-1,000 30 35 40 50 55 1,001-1,500 30 40 45 55 60 1,501-2,000 35 45 50 60 65 2,001-2,500 40 50 55 65 1 70 2,501-3,000 45 55 60 70 75 3,001-3,500 50 60 65 75 80 3,501-4,000 55 65 70 80 85 4,001-4,500 60 70 75 85 90 4,501-5,000 65 1 120 80 90 95 IRC TABLE 1505.4.4(2) PRESCRIPTIVE EXHAUST DUCT SIZING FAN TESTED cfm AT 0.25 INCHES w.g. MINIMUM FLEX DIAMETER MAXIMUM LENGTH IN FEET MINIMUM SMOOTH DIA. MAXIMUM LENGTH IN FEET MAXIMUM ELBOWS 50 4INCHES 25 4INCHES 70 3 50 5INCHES 90 5INCHES 100 3 50 6 INCHES NO LIMIT 6 INCHES NO LIMIT 3 80 4INCHES b NA 4INCHES 20 3 80 5INCHES 15 5INCHES 100 3 80 6 INCHES 90 6 INCHES NO LIMIT 3 100 5INCHES b NA 5INCHES 50 3 100 6 INCHES 45 6 INCHES NO LIMIT 3 125 6 INCHES 15 6 INCHES NO LIMIT 3 125 7 INCHES 70 7 INCHES NO LIMIT 1 3 a. FOR EACH ADDITIONAL ELBOW, SUBTRACT 10 FEET FROM LENGTH. b. FLEX DUCTS OF THIS DIAMETER ARE NOT PERMITTED WITH FANS OF THIS SIZE. IRC M1505.4.4: LOCAL EXHAUST RATES: LOCAL EXHAUSST SYSTEMS SHALL BE DESIGNED TO HAVE THE CAPACITY TO EXHAUST THE MINIMUM AIR FLOW RATE DETERMINED IN ACCORDANCE WITH TABLE M1505.4.4.(1). IF THE LOCAL EXHAUST FAN IS INCLUDED IN THE WHOLE HOUSE VENTILATION SYSTEM, IN ACCORDANCE WITH SECTION 1505.4.1, THEN THE EXHAUST FAN SHALL BE CONTROLLED TO OPERATE AS SPECIFIED IN SECTION M1505.4.2. IRC TABLE M1505.4.4(1) MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE AND TWO FAMILY DWELLINGS AREA TO BE EXHAUSTED AREA TO BE EXHAUSTED INTERMITTENT CONTINUOUS KITCHENS 100cfm 30cfm BATHROOMS -TOILET ROOMS 50 cfm 20 cfm SPECIFICATIONS FROM THE INTERNATIONAL MECHANICAL CODE SECT. 403.3 AS AMENDED BY WASHINGTON STATE WAC51-52-0403 CERTIFICATE (AS PER SECTION WSEC M1505.4.1.7) A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE MECHANICAL CONTRACTOR, TEST AND BALANCE CONTRACTOR OR OTHER APPROVED PARTY AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED, A UTILITY ROOM, OR AN APPROVED LOCATION INSIDE THE BUILDING. WHEN LOCATED ON THE ELECTRICAL PANEL, THE CERTIFICATE SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL, OR OTHER REQUIRED LABELS. THE CERTIFICATE SHALL LIST THE FLOW RATE DETERMINED FROM THE DELIVERED AIRFLOW OF THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM AS INSTALLED AND THE TYPE OF MECHANICAL WHOLE HOUSE VENTILATION SYSTEM USED TO COMPLY WITH SECTION M1505.4.3.1. BUILDING AIR LEAKAGE TESTING THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS WSEC R402.4.1 THROUGH R402.4.4 LEAKAGE TESTING FOR AIR LEAKAGE TESTING SEE WSEC SECTION R402.4.1.2 AND EXCEPTIONS INCLUDED AS WELL AS REQUIREMENTS DURING TESTING. DESIGN CONDITIONS WSEC R302.1 EXTERIOR DESIGN CONDITIONS: THE INTERIOR DESIGN TEMPERATURES USED FOR HEATING AND COOLING LOAD CALCULATIONS SHALL BE A MAXIMUM OF 72 DEGREES F (22 DEGREES C) FOR HEATING AND A MIMINUM OF 75 DEGREES F (24 DEGREES C) FOR COOLING. WSEC R302.2 EXTERIOR DESIGN CONDITIONS: THE HEATING OR COOLING OUTDOOR DESIGN TEMPERATURES SHALL BE SELECTED FROM WSEC APPENDIX'C'. SYSTEMS WSEC R403.1.1 PROGRAMMABLE OR CONNECTED THERMOSTAT: WHERE THE PRIMARY HEATING SYSTEM IS A FORCED -AIR FURNACE, AT LEAST ONE THERMOSTAT PER DWELLING UNIT SHALL BE ENERGY STAR CERTIFIED AND CAPABLE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES OF THE DAY. THE THERMOSTAT SHALL ALLOW FOR, AT A MINIMUM, A 5-2 PROGRAMMABLE SCHEDULE (WEEKDAYS/WEEKENDS) AND BE CAPABLE OF PROVIDING AT LEAST TWO PROGRAMMABLE SETBACK PERIODS PER DAY. THIS THERMOSTAT SHALL INCLUDE THE CAPABILITY TO SET BACK, SET UP OR TEMPORARILY OPERATE THE SYSTEM TO MAINTAIN ZONE TEMPERATURES DOWN TO 55 DEGREES F (13 DEGREES C) OR UP TO 85 DEGREES F (29 DEGREES C). THE THERMOSTAT SHALL INITIALLY BE PROGRAMMED BY THE MANUFACTURER WITH A HEATING TEMPERATURE SET POINT NO HIGHER THAN 70 DEGREES F (21 DEGREES C) AND A COOLING TEMPERATURE SET POINT NO LOWER THAN 78 DEGREES F (26 DEGREES C). THE THERMOSTAT AND/OR CONTROL SYSTEM SHALL HAVE AN ADJUSTABLE DEADBAND OF NOT LESS THAN 10 DEGREES F. EXCEPTIONS: 1. SYSTEMS CONTROLLED BY AN OCCUPANT SENSOR THAT IS CAPABLE OF SHUTTING THE SYSTEM OFF WHEN NO OCCUPANT IS SENSED FOR A PERIOD OF UP TO 30 MINUTES. 2. SYSTEMS CONTROLLED SOLELY BY A MANUALLY OPERATED TIMER CAPABLE OF OPERATING THE SYSTEM FOR NO MORE THAN TWO HOURS. 3. DUCTLESS MINI -SPLIT HEAT PUMP SYSTEMS THAT HAVE AN INTEGRAL PROPRIETARY THERMOSTAT. WSEC R403.1.2 HEAT PUMP SUPPLEMENTARY HEAT: UNITARY AIR COOLED HEAT PUMPS SHALL INCLUDE CONTROLS THAT MINIMIZE SUPPLEMENTAL HEAT USAGE DURING START-UP, SET-UP, AND DEFROST CONDITIONS. THESE CONTROLS SHALL ANTICIPATE NEED FOR HEAT AND USE COMPRESSION HEATING AS THE FIRST STAGE OF HEAT. CONTROLS SHALL INDICATE WHEN SUPPLEMENTAL HEATING IS BEING USED THROUGH VISUAL MEANS (E.G., LED INDICATORS). HEAT PUMPS EQUIPPED WITH SUPPLEMENTARY HEATERS SHALL BE INSTALLED WITH CONTROLS THAT PREVENT SUPPLEMENTAL HEATER OPERATION ABOVE 40 DEGREES F. AT FINAL INSPECTION THE AUXILIARY HEAT LOCK OUT CONTROL SHALL BE SET TO 35 DEGREES F OR LESS. WSEC R403.4 MECHANICAL SYSTEM PIPING INSULATION: MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS ABOVE 105 DEGREES F (41 DEGREES C) OR BELOW 55 DEGREES F (13 DEGREES C) SHALL BE INSULATED TO A MINIMUM OF R-6. WSEC 403.4.1 PROTECTION OF PIPING INSULATION: PIPING INSULATION EXPOSED TO WEATHER SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT CAUSED BY SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE, AND WIND, AND SHALL PROVIDE SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE DEGRADATION OF THE MATERIAL. ADHESIVE TAPE SHALL NOT BE PERMITTED. WSEC R403.5.5 ELECTRIC WATER HEATER INSULATION: ALL ELECTRIC WATER HEATERS IN UNCONDITIONED SPACES, OR ON CONCRETE FLOORS IN CONDITIONED SPACES, SHALL BE PLACED ON AN INSULATED SURGACE WITH A MINUMUM THERMAL RESISTANCE OF R-10 AND A MINIMUM COMPRESSIVE STRENGTH OF 40 psi OR ENGINEERED TO SUPPORT THE APPLIANCE. WSEC R403.5.3 HOT WATER PIPE INSULATION (PRESCRIPTIVE): INSULATION FOR HOT WATER PIPE, BOTH WITHIN AND OUTSIDE THE CONDITIONED SPACE, SHALL HAVE A MIINIMUM THERMAL RESISTANCE (R-VALUE) OF R-3. SEE EXCEPTION IN CODE. WSEC R403.6 MECHANICAL VENTILATION: THE BUILDING SHALL BE PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL OR INTERNATIONAL MECHANICAL CODE, AS APPLICABLE, OR WITH OTHER APPROVIED MEANS OF VENTILATION. OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM IS NOT OPERATING. Fo WSEC 403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY: MECHANICAL VENTILATION SYSTEM FANS SHALL MEET THE EFFICACY REQUIREMENTS OF TABLE 403.6.1 BELOW: EXCEPTION: WHERE AN AIR HANDLER THAT IS INTEGRAL TO TESTED AND LISTED HVAC EQUIPMENT IS USED TO PROVIDE WHOLE -HOUSE VENTILATION, THE AIR HANDLER SHALL BE POWERED BY AN ELECTRONICALLY COMMUTATED MOTOR. TABLE WSEC 403.6.1. MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIR FLOW RATE MIN. (CFM) MINIMUM EFFICACY (CFM/WATT) AIRFLOR RATE MAX. (CFM) HVR or ERV ANY 1.2 cfm/watt ANY RANGE HOODS ANY 2.8 cfm/watt ANY IN -LINE FAN ANY 2.8 cfm/watt ANY BATH RM/UTILITY RM 10 1.4 cfm/watt <90 BATH RM/UTILITY RM 90 2.8 cfm/watt ANY WSEC R403.7 EQUIPMENT SIZING AND EFFICIENCY RATING: HEATING AND COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITH ACCA MANUAL S BASED ON BUILDING LOADS CALCULATED IN ACCORDANCE WITH ACCA MANUAL J OR OTHER APPROVED HEATING AND COOLING CALCULATION METHODOLOGIES. THE OUTPUT CAPACITY OF HEATING AND COOLING EQUIPMENT SHALL NOT BE GREATER THAN THAT OF THE SMALLEST AVAILABLE EQUIPMENT SIZE THAT EXCEEDS THE LOADS CALCULATED, INCLUDING ALLOWABLE OVERSIZING LIMITS. EQUIPMENT SHALL MEET THE MINIMUM FEDERAL EFFICIENCY STANDARDS AS REFERENCED IN TABLES C403.3.2(1), C403.3.2(2), C403.3.2(3), C403.3.2(4), C403.3.2(5), C403.3.2(6), C403.3.2(7), C403.3.2(8) AND C403.3.2(9) AND TESTED AND RATED IN ACCORDANCE WITH THE APPLICABLE TEST PROCEDURE. INSULATION UNLESS NOTED OTHERWISE, INSULATION TO BE PER W.S.E.C. TABLE 402.1.1. CLIMATE ZONE 4C -INSULATION BAFFLES TO MAINTAIN 1" ABOVE INSULATION. -BAFFLES TO EXTEND 6" ABOVE BATT. INSULATION. -BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION. -INSULATE BEHIND TUBS/SHOWERS, PARTITIONS AND CORNERS. -FACE STAPLE BATTS -FRICTION FIT UNFACED BATTS MUST PROVIDE ONE OF THE FOLLOWING: 1. 4 MIL POLYVAPOR RETARDER OR 2. PVA PAINT WITH A DRY CUP PERM RATING OF 1 MAX. TYPICAL INSULATION VALUES: EXTERIOR WALLS: R-21 Batt. WALLS BETWEEN HOUSE AND GARAGE: R-21 Batt. FLOORS o/ CRAWL SPACE & GARAGE: R-38 Batt. CEILING (VAULTED 2x12 FRAMING): R-38 Batt. FOOTNOTE e CEILING (ATTIC): R-49 Blown -in SLAB ON GRADE: R-10 PERIMETER AND UNDER ENTIRE SLAB (SEE PLAN) DUCTS IN OR ON BUILDINGS: R-8 PER WSEC 403.3.1 DOOR & WINDOW HEADERS: R-10 MIN. PER WSEC K, TABLE R402.1.1 FOOTNOTE h FURNACE PROPOSED HEATING SYSTEM HEATING SYSTEM TYPE: MAKE: RHEEM OR EQUAL (NATURAL GAS FUELED FURNACE) MODEL: R95PA0401317 OR EQUAL SYSTEM EFFICIENCY: 95% UNLESS NOTED OTHERWISE IN CHAPTER 4 OPTIONS MODIFIED EFFICIENCY: 95% HEATING LOAD (AT 44° F DT): 41,065 BTUh SYSTEM SIZE: 50,000 BTUh MAXIMUM SIZE @ 150%: 51,331 BTUh METHOD OF VENTILATION: FRESH AIR DAMPER AND TIMER INTEGRATED w/ A CENTRAL FORCED AIR FURNACE (IRC M 1505.4.1.5 WA ST AMMEND.) WHICH DELIVERS OUTSIDE MAKEUP AIR THROUGH DUCTING SYSTEM AND REQUIRES FURNACE FAN TO CONTROLLED BY A TIMER SET TO RUN 2.0 HRS. IN DUCTWORK EVERY 4 HR. PERIOD FOR A TOTAL OF 12 HRS. MIN. IN A 24 HR. PERIOD A - DUCT SYSTEMS SHALL BE OF METAL AS SET FORTH IN 2018 IRC TABLES M1601.1.1 OR FACTORY -MADE AIR DUCTS COMPLYING WITH 2018 IRC 1601.1.1 AND TABLE M1601.1.1 B - JOINTS AND SEAMS SHALL BE SUBSTANTIALLY AIRTIGHT, PER 2018 IRC M1601.4.1 AND SECTION 403.3.2 WSEC. C - INSTALLATION OF DUCTS SHALL COMPLY WITH 2018 IRC SECTION M1601.4 D - DUCT INSULATION SHALL BE INSTALLED IN ACCORDANCE WITH W.S.E.C. R403.3.1 E - ALL AIR DUCTS, AIR HANDLERS, FILTER BOXES, AND BUILDING CAVITIES USED AS DUCTS SHALL BE SEALED PER WSEC 403.3.2. JOINTS AND SEAMS SHALL COMPLY WITH SECTION M1601.4.1 OF THE INTERNATIONAL RESIDENTIAL CODE OR SECTION 603.9 OF THE INTERNATIONAL MECH. CODE. NOTE: WHERE DUCTS ARE USED FOR BOTH HEATING AND COOLING, THE MINIMUM INSULATION SHALL BE AS REQUIRED FOR THE MOST RESTRICTIVE CONDITION PER SYSTEM SPECIFICATIONS. 1. INSULATION MAY BE OMITTED ON THAT PORTION OF A DUCT WHICH IS LOCATED WITHIN A WALL OR FLOOR/CEILING SPACE WHERE BOTH SIDES OF THIS SPACE ARE EXPOSED TO CONDITIONED AIR AND WHERE THIS SPACE IS NOT VENTILATED OR OTHERWISE EXPOSED TO UNCONDITIONED AIR. 2. PER TABLE R402.4.1.1 DUCT MAY NOT DISPALACE INSULATION IN ANY FASHION. INSULATION TYPES: MINIMUM DENSITIES AND OUT -OF -PACKAGE THICKNESS. A. 0.5-INCH 1.5 TO 2 LB/CU.FT DUCT LINER, MINERAL OR GLASS FIBER BLANKET OR EQUIVALENT TO PROVIDE AN INSTALLED TOTAL THERMAL RESISTANCE OF AT LEAST R.2. B. 2-INCH 0.60 LB/CU.FT. MINERAL OR GLASS FIBER BLANKET, 1.5-INCH 1.5 TO 2 LB/CU.FT. DUCT LINER MINERAL OR GLASS FIBER BLANKET. 1.5-INCH 3 TO 7 LB/CU.FT MINERAL OR GLASS FIBER BOARD OR EQUIVALENT TO PROVIDE AN INSTALLED TOTAL THERMAL RESISTANCE OF AT LEAST R-5. C. 3-INCH 0.60 LB/CU.FT. MINERAL OR GLASS FIBER BLANKET, 2-INCH 1.5 TO 2 LB/CU.FT. DUCT LINER MINERAL OR GLASS FIBER BLANKET. 2-INCH 3 TO 7 LB/CU.FT MINERAL OR GLASS FIBER BOARD OR EQUIVALENT TO PROVIDE AN INSTALLED TOTAL THERMAL RESISTANCE OF AT LEAST R-7. D. 4-INCH 0.60 LB/CU.FT. MINERAL OR GLASS FIBER BLANKET, 3-INCH 1.5 TO 2 LB/CU.FT. DUCT LINER, MINERAL OR GLASS FIBER BLANKET. 3-INCH 3 TO 7 LB/CU.FT MINERAL OR GLASS FIBER BOARD OR EQUIVALENT TO PROVIDE AN INSTALLED TOTAL THERMAL RESISTANCE OF AT LEAST R-10. E. 3.5-INCH 0.60 LB/CU.FT. MINERAL OR GLASS FIBER BLANKET, 2.5-INCH 1.5 TO 2 LB/CU.FT. DUCT LINER, MINERAL OR GLASS FIBER BOARD OR EQUIVALENT TO PROVIDE AN INSTALLED TOTAL THERMAL RESISTANCE OF AT LEAST R-8. W. APPROVED WEATHERPROOF BARRIER. INFILTRATION CONTROL WSEC R402.4: AIR LEAKAGE: THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS R402.4.1 THROUGH R402.4.4. ALSO COMPLY WITH WSEC TABLE R402.4.1.1 AND R402.4.1.2 FOR AIR BARRIER AND INSULATION INSTALLATION. RECESSED LIGHTING FIXTURES TO LIMIT AIR LEAKAGE PER W.S.E.C. 402.4.5 VAPOR BARRIERS / GROUND COVERS AN APPROVED VAPOR RETARDER SHALL BE INSTALLED ON THE WARM SIDE (IN WINTER) OF INSULATION AS SPECIFIED IN W.S.E.C. VAPOR RETARDERS: FLOOR O 4-MIL POLY O BACKED BATTS 0 T&G PLYWOOD w/ EXT. GLUE WALLS O 4-MIL POLY O BACKED BATTS 0 VAPOR RETARDER PAINT (PSI PRIME PERM 1.0) CEILINGS O 4-MIL POLY O BACKED BATTS 0 VAPOR RETARDER PAINT (PSI PRIME PERM 1.0) GROUND COVER: A GROUND COVER OF SIX MIL (0.006 INCH THICK) BLACK POLYETHYLENE OR APPROVED EQUAL SHALL BE LAID OVER THE GROUND WITHIN CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED 12 INCHES MINIMUM AT THE JOINTS AND SHALL EXTEND TO THE FOUNDATION WALL. LIGHTING SYSTEMS WSEC R404.1 LIGHTING EQUIPMENT (MANDATORY). A MINIMUM OF 90 PERCENT OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. WSEC R404.1.1 LIGHTING EQUIPMENT (MANDATORY) FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS. WASHINGTON STATE ENERGY CODE - TABLE R402.1.1 CHAPTER 51-11 W.A.C. - EFFECTIVE JULY 1, 2018 PRESCRIPTIVE REQUIREMENTS FOR SINGLE-FAMILY RESIDENTIAL CLIMATE ZONES LISTED CLIMATE ZONE 5 AND MARINE 4 6 FENESTRATION U-FACTOR' 0.28 0.28 SKYLIGHT' U-FACTOR 0.50 0.50 GLAZED FENESTRATION SHGC"e NR NR CEILING R-VALUE ' 49 49 WOOD FRAME WALL""' R-VALUE 21 int. 21+5ci MASS WALL R-VALUE1 21/21' 21+5' FLOOR R-VALUE ' 389 38' BELOW -GRADE °'" WALL R-VALUE 10/15/21 int + TB 10/15/21 int + TB SLAB R-VALUE & DEPTH 10, 2 ft & UNDER ENTIRE SLAB 10, 4 ft & UNDER ENTIRE SLAB DUCT BURRIED WITHIN CEILING INSULATION WSEC R403.3.6 WHERE SUPPLY AND RETURN AIR DUCTS ARE PARTIALLY OR COMPLETELY BURRIED IN CEILING INSULATION, SUCH DUCTS SHALL COMPLY WITH ALL OF THE FOLLORING: 1. THE SUPPLY AND RETURN DUCTS SHALL HAVE AN INSULATION R-VALUE NOT LESS THAN R-8. 2. AT ALL POINTS ALONG EACH DUCT THE SUM OF THE CEILING INSULATION R-VALUE AGAINST AD ABOVE THE TOP OF THE DUCT, AND AGAINST AND BELOW THE BOTTOM OF THE DUCT, SHALL BE NOT LESS THAN R-19, EXCLUDINGTHE R-VALUE OF THE DUCT INSULATION. EXCEPTION: SECTIONS OF THE SUPPLY DUCT THAT ARE LESS THAN 3 FEET (914 mm) FROM THE SUPPLY OUTLET SHALL NOT BE REQUIRED TO COMPLY WITH THESE REQUIREMENTS. DUCTS LOCATED IN CONDITIONED SPACE WSEC R403.3.7 FOR DUCTS TO BE CONSIDERED AS INSIDE A CONDITIONED SPACE, SUCH DUCTS SHALL COMPLY WITH EITHER OF THE FOLLOWING: 1. ALL DUCT SYSTEMS SHALL BE LOCATED COMPLETELY WITHIN THE CONTINUOUS AIR BARRIER AND WITHIN THE BUILDING THERMAL ENVELOPE. 2. ALL HEATING, COOLING AND VENTILATION SYSTEM COMPONENTS SHALL BE INSTALLED INSIDE THE CONDITIONED SPACE INCLUDING, BUT NOT LIMITED TO, FORCED AIR DUCTS, HYDRONIC PIPING, HYDRONIC FLOOR HEATING LOOPS, CONVECTORS AND RADIATORS. COMBUSTION EQUIPMENT SHALL BE DIRECT VENT OR SEALED COMBUSTION. 3. FOR FORCED AIR DUCTS, A MAXIMUM OF 10 LINEAR FEET OF RETURN DUCTS AND 5 LINEAR FEET OF SUPPLY DUCTS IS PERMITTED TO BE LOCATED OUTSIDE THE CONDITIONED SPACE, PROVIDED THEY ARE INSULATED TO A MINIMUM OF R-8. 3.1 METALLIC DUCTS LOCATED OUTSIDE THE CONDITIONED SPACE MUST HAVE BOTH TRANSVERSE AND LONGITUDINAL JOINTS SEALED WITH MASTIC. 3.2 IF FLEX DUCTS ARE USED, THEY CANNOT CONTAIN SPLICES. FLEX DUCT CONNECTIONS MUST BE MADE WITH NYLON STRAPS AND INSTALLED USING A PLASTIC STRAPPING TENSIONING TOOL. CARBON EMISSION EQUALIZATION WSEC R406.2 THIS SECTION ESTABLISHES A BASE EQUALIZATION BETWEEN FUELS USED TO DEFINE THE EQUIVALENT CARBON EMISSIONS OF THE OPTIONS SPECIFIED. THE PERMIT SHALL DEFINE THE BASE FUEL SELECTION TO BE USED AND THE POINTS SPECIFIED IN TABLE WSEC R406.2 SHALL BE USED TO MODIFY THE REQUIREMENTS IN SECTION R406.3. THE SUM OF CREDITS FROM THE TABLES R406.2 AND R406.3 SHALL BEET THE REQUIREMENTS OF SECTION R406.3. ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS WSEC R406.3 EACH DWELLING UNIT IN A RESIDENTIAL BUILDING SHALL COMPLY WITH SUFFICIENT OTIONA FROM TABLE R406.2 SO AS TO ACHIEVE THE FOLLOWING MINIMUM NUMBER OF CREDITS: 1. SMALL DWELLING UNIT: ............................................................................................................ 3.0 CREDITS DWELLING UNITS LESS THAN 1,500 SQUARE FEET IN CONDITIONED FLOOR AREA WITH LESS THAN 300 SQUARE FEET OF FENESTRATION AREA. ADDITIONS TO EXISTING BUILDING GREATER THAN 500 SQUARE FEET OF HEATED FLOOR AREA BUT LESS THAN 1,500 SQUARE FEET. 2. MEDIUM DWELLING UNIT: ......................................................................................................... 6.0 CREDITS ALL DWELLING UNITS THAT ARE NOT INCLUDED IN #1, #3 OR #4. 3. LARGE DWELLING LINT: ............................................................................................................ 7.0 CREDITS DWELLING UNITS EXCEEDING 5,000 SQUARE FEET OF CONDITIONED FLOOR AREA. 4. DWELLING UNITS SERVING R-2 OCCUPANCIES....................................................................4.5 CREDITS 5. ADDITIONS LESS THAN OR EQUAL TO 500 SQUARE FEET..................................................1.5 CREDITS r SI: 1 FOOT.=304.8 mm, ci=CONTINUOUS INSULATION, int.=INTERMEDIATE FRAMING a R-VALUES ARE MINIMUMS. U-FACTORS AND SHGC ARE MAXIMUMS. WHEN INSULATION IS INSTALLED IN A CAVITY WHICH IS LESS THAN THE LABEL OR DESIGN THICKNESS OF THE INSULATION, THE COMPRESSED R-VALUE OF THE INSULATION FROM APPENDIX TABLE A101.4 SHALL NOT BE LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. 'THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS. THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION. 1110/15/21.+TB" MEANS R-10 CONTINUOUS INSULATION ON THE EXTERIOR OF THE WALL, OR R-15 CONTINUOUS INSULATION ON THE INTERIOR OF THE WALL, OR R-21 CAVITY INSULATION PLUS A THERMAL BREAK BETWEEN THE SLAB AND THE BASEMENT WALL AT THE INTERIOR OF THE BASEMENT WALL. "10/15/21.+TB" SHALL BE PERMITTED TO BE MET WITH R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE WALL. "TB" MEANS THE THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT WALL. d R-10 CONTINUOUS INSULATION IS REQUIRED UNDER HEATED SLAB ON GRADE FLOORS. SEE R402.2.9.1. THERE IS NO SHGC REQUIREMENTS IN THE MARINE ZONE. (RESERVED 9RESERVED. 'RESERVED 'THE SECOND R-VALUE APPLIES WHEN MORE THAN HALF THE INSULATION IS ON THE INTERIOR OF THE MASS WALL. 'RESERVED K FOR SINGLE RAFTER- OR JOIST -VAULTED CEILINGS, THE INSULATION MAY BE REDUCED TO R-38. `RESERVED MINT. (INTERMEDIATE FRAMING) DENOTES STANDARD FRAMING 16" ON CENTER WITH HEADERS INSULATED WITH A MINIMUM OF R-10 INSULTION. "LOG AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE THICKNESS OF 3.5 INCHES ARE EXEMPT FROM THIS INSULATION DUCT TESTING WSEC R403.3.3 DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH WSU RS-33, USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED. EXCEPTIONS: 1. THE TOTAL LEAKAGE TEST OR LEAKAGE TO THE OUTDOORS IS NOT REQUIRED FOR DUCTS AND AIR HANDLERS LOCATED ENTIRELY WITHIN THE BUILDING THERMAL ENVELOPE. FOR FORCED AIR DUCTS, A MAXIMUM OF 10 LINEAR FEET OF RETURN DUCTS AND 5 LINEAR FEET OF SUPPLY DUCTS MAY BE LOCATED OUTSIDE THE CONDITIONED SPACE. ALL METALLIC DUCTS LOCATED OUTSIDE THE CONDITIONED SPACE MUST HAVE BOTH TRANSVERSE AND LONGITUDINAL JOINTS SEALED WITH MASTIC. IF FLEX DUCTS ARE USED, THEY CANNOT CONTAIN SPLICES. FLEX DUCT CONNECTIONS MUST BE MADE WITH NYLON STRAPS AND INSTALLED USING A PLASTIC STRAPPING TENSIONING TOOL. DUCTS LOCATED IN CRAWL SPACES DO NOT QUALIFY FOR THIS EXCEPTION. 2. A DUCT AIR LEAKAGE TEST SHALL NOT BE REQUIRED FOR DUCTS SERVING HEAT OR ENERGY RECOVERY VENTILATORS THAT ARE NOT INTEGRATED WITH DUCTS SERVING HEATING OR COOLING SYSTEMS. A WRITTEN REPORT OF THE RESULTS SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. DUCT LEAKAGE WSEC R403.3.4 THE TOTAL LEAKAGE OF THE DUCTS, WHERE MEASURED IN ACCORDANCE WITH SECTION R403.3.3, SHALL BE AS FOLLOWS: 1. ROUGH -IN TEST: TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 4 cfm (113.3 L/min.) PER 100 SQUARE FEET (9.29 m2) OF CONDITIONED FLOOR AREA WHEN TESTED AT A PRESSURE DIFFERENTIAL OF 0.1 INCHES W.G. (25 Pa) ACROSS THE SYSTEM, INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE. ALL REGISTERS SHALL BE TAPECO CO D OR OTHERWISE SEALED DURING THE TEST. IF THE AIR HANDLER IS NOT INSTALLED AT THE TIME OF THE TEST, TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 3 cfm (85 L/min.) PER 100 SQ. FT. (9,29 m2) OF CONDITIONED FLOOR AREA. 2. POSTCONSTRUCTION TEST: LEAKAGE TO OUTDOORS SHALL BE LESS THAN OR EQUAL TO 4 cfm (113.3 L/min.) PER 100 SQUARE FEET (9.29 m2) OF CONDITIONED FLOOR AREA OR TOTAL LEAKAGE SHALL BE LESS THEN OR EQUAL TO 4 cfm (113.3 L/min) PER 100 SQUARE FEET (9.29 m2) OF CONDITIONED FLOOR AREA WHEN TESTED AT A PRESSURE DIFFERENTIAL OF 0.1 INCHES w.g. (24 Pa) ACROSS THE ENTIRE SYSTEM, INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE. ALL REGISTER BOOTS SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST. FURNACE INTEGRATED SUPPLY IRC M1505.4.1.5 1. SYSTEMS USING SPACE HEATING AND/OR COOLING AIR HANDLER FANS FOR OUTDOOR AIR SUPPLY DISTRIBUTION ARE NOT PERMITTED. EXCEPTION: AIR HANDLER FANS SHALL HAVE MULTISPEED OR VARIABLE SPEED SUPPLY AIRFLOW CONTROL CAPABILITY WITH A LOW SPEED OPERATION NOT GREATER THAN 25 PERCENT OF THE RATED SUPPLY AIRFLOW CAPACITY DURING VENTILATION ONLY OPERATION. OUTDOOR AIR INTAKE OPENINGS MUST MEET THE PROVISIONS OF SECTIONS R303.5 AND R303.6 AND MUST INCLUDE A MOTORIZED DAMPER THAT IS ACTIVATED BY THE WHOLE HOUSE VENTILATION SYSTEM CONTROLLER. THE MOTORIZED DAMPER MUST BE CONTROLLED TO MAINTAIN THE OUTDOOR AIRFLOW INTAKE AIRFLOW WITHIN 10 PERCENT OF THE WHOLE HOUSE MECHANICAL EXHAUST AIRFLOW RATE. THE FLOW RATE FOR THE OUTDOOR AIR INTAKE MUST BE TESTED AND VERIFIED AT THE MINIMUM VENTILATION FAN SPEED AND THE MAXIMUM HEATING OR COOLING FAN SPEED. THE RESULTS OF THE TEST SHALL BE SUBMITTED AND POSTED IN ACCORDANCE WITH SECTION M1505.4.1.7. TESTING IRC M1505.4.1.6 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE TESTED, BALANCED AND VERIFIED TO PROVIDE A FLOW RATE NOT LESS THAN THE MINIMUM REQUIRED BY SECTIONS M1505.4.3 AND M1505.4.4. TESTING SHALL BE PERFORMED ACCORDING TO THE VENTILATION EQUIPMENT MANUFACTURER'S INSTRUCTIONS, OR BY USING A FLOW HOOD, FLOW GRID, OR OTHER AIRFLOW MEASURING DEVICE AT THE MECHANICAL VENTILATION FAN'S INLET TERMINALS, OUTLET TERMINALS OR GRILLES OR IN THE CONNECTED VENTILATION DUCTS. WHERE REQUIRED BY THE BUILDING OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. A WRITTEN REORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE BUILDING OFFICIAL AND BE POSTED IN THE DWELLING UNIT PER SECTION M1505.4.1.7. c. PLUMBING FIXTURE FLOW RATINGS: LOW FLOW PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS (FAUCETS AND SHOWERHEADS) SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: 1. RESIDENTIAL BATHROOM LAVATORY SINK FAUCETS: MAXIMUM FLOW RATE - 3.8 L/min (1.0 gal/min) WHEN TESTED IN ACCORDANCE WITH ASME A112.18.1/CSA B125.1. 2. RESIDENTIAL KITCHEN FAUCETS: MAXIMUM FLOW RATE - 6.6 L/min (1.75 gal/min) WHEN TESTED IN ACCORDANCE WITH ASME A112.18.1/CSA B125.1. 3. RESIDENTIAL SHOWERHEADS: MAXIMUM FLOW RATE - 6.6 L/min (1.75 gal/min) WHEN TESTED IN ACCORDANCE WITH ASME A112.18.1/CSA B125.1. THE DRAWINGS INCLUDED WITH THE BUILDING PERMIT APPLICATION SHALL IDENTIFY WHICH OPTIONS HAVE BEEN SELECTED AND THE POINT VALUE OF EACH OPTION, REGARDLESS OF WETHER SEPARATE MECHANICAL, PLUMBING, ELECTRICAL OR OTHER PERMITS ARE UTILIZED FOR THE PROJECT. FUEL NORMALIZATION CREDITS (TABLE R406.2) 2.0 FOR AN INITIAL HEATING SYSTEM USING A HEAT PUMP THAT MEETS FEDERAL 1.0 STANDARDS FOR THE EQUIPMENT LISTED IN TABLE C403.3.2(1)C or C403.3.2(2) or AIR TO WATER HEAT PUMP UNITS THAT ARE CONFIGURED TO PROVIDE BOTH HEATING AND COOLING AND ARE RATED IN ACCORDANCE WITH AHRI 550/590. TOTAL CREDITS: 1.0 CHAPTER 4 OPTIONS TOTAL OF 6.0 CREDIT REQUIRED (WSEC TABLE 406.3 ENERGY CREDITS) 1.3 PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING 0.5 MODIFICATIONS: VERTICAL FENESTRATION U=.28 FLOOR R-38 SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB or COMPLIANCE BASED ON SECTION R402.1.4: REDUCE THE TOTAL CONDUCTIVE UA BY 5% 3.50 AIR -SOURCE, CENTRALLY DUCTED HEAT PUMP WITH MINIMUM HSPF OF 11.0. 1.5 TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. 4.2 HVAC EQUIPMENT AND ASSOCIATED DUCT SYSTEM(S) INSTALLATION SHALL 1.0 COMPLY WITH THE REQUIREMENTS OF SECTION R403.3.7. LOCATING SYSTEM COMPONENTS IN CONDITIONED CRAWL SPACES IS NOT PERMITTED UNDER THIS OPTION. ELECTRIC RESISTANCE HEAT AND DUCTLESS HEAT PUMPS ARE NOT PERMITTED UNDER THIS OPTION. DIRECT COMBUSTION HEATING EQUIPMENT WITH AFUE LESS THAN 80% IS NOT PERMITTED UNDER THIS OPTION. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND SHALL SHOW THE LOCATION OF THE HEATING AND COOLING EQUIPMENT AND ALL THE DUCTWORK. 5.5 WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: 2.0 ELECTRIC HEAT PUMP WATER HEATER MEETING THE STANDARDS FOR TIER I OF NEEA's ADVANCED WATER HEATING SPECIFICATION OR FOR R-2 OCCUPANCY, ELECTRIC HEAT PUMP WATER HEATER(S), MEETING THE STANDARDS FOR TIER iii OF NEEA'S ADVANCED WATER HEATING SPECIFICATION, SHALL SUPPLY DOMESTIC HOT WATER TO ALL UNITS. IF ONE WATER HEATER IS SERVING MORE THAN ONE DWELLING UNIT, ALL HOT WATER SUPPLY, ALL HOT WATER SUPPLY AND RECIRCULATION PIPING SHALL BE INSULATED WITH R-8 MINIMUM PIPE INSULATION. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. TOTAL CREDITS: 6.0 a. AN ALTERNATIVE HEATING SOURCE SIZED AT A MAXIMUM OF 0.5 WATTS/fe(EQUIVALENT) OF HEATED FLOOR AREA OR 500 WATTS, WHICHEVER IS BIGGER, MAY BE INSTALLED IN THE DWELLING UNIT. SUMMARY PARAGRAPH REGARDING MECHANICAL: 1. THE MECHANICAL VENTILATION METHOD TO BE USED IS VENTILATION INTEGRATED WITH A FORCED -AIR SYSTEM AS PER IRC M1505.4.1.5 IN THE WA STATE AMENDMENTS. 2. WHOLE HOUSE FAN: THIS HOME IS CAPABLE OF CONTAINING UP TO FIVE BEDROOMS TOTAL. THEREFOR, BASED ON IRC TABLE R1507.3.3(1) A 85 CFM WHOLE HOUSE FAN WILL BE REQUIRED AS HIGHLIGHTED ON THE TABLE ON THIS SHEET. 3. USE WHOLE HOUSE FAN BASED ON M1505.4.1.5, A SYSTEM INTEGRATED WITH FORCED AIR SYSTEM. 4. FRESH AIR TO BE INTEGRATED WITH FURNACE VIA FRESH AIR DUCT/DAMPTER AND TIMER INTEGRATED WITH 85 CFM WHOLE HOUSE FAN. J uLUz O � o >� _ =wooa�0o�` ==Z'OH J J ZtoU Z �Fo�"0 a¢oo�Qoo FwmUZO oo¢ gg Oz=�oo�n Qo Z J� d O F z w z U m H� w Lu u��wZ H--mmLU �cc=z=wUp LU V U7pd'm a H Qom= W F -oou-> lzo-�oi�; wUa>m DOO�¢p�W w�o0o�ojme===0c0z Zv"U ,(nC0== a0�LU LU �z=��.ULP0w >.3o Nap m¢wazzw ccFmp¢z H j a�m2'"2" �" wC Lu wo oo .'-a o ��c�wm�� pFd�id�ozopaowz ,- Unw p inp �Cz _LUWLa. U QOw w(= =�W 2: o>H-�„Uw�w�z c oWu�aa�aOM<L2:7 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 I2023 © COPYRIGHT I McNAUGHTON ASSOCIATES, Inc. RECEIVED Dec 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) LEGEND/WSEC JOB NO. 23-032.23-026 DATE: November 16, 2023 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: 12/06/23 GARAGE FRONT SHEET: 0.1 Window, Skylig tad Door Schedule Project Information Plan 3874-12B ICity of Edmonds Ref. U-factor Exempt Swinging Door (24 sq. ft. max.) 11 10.31 Exempt Glazed Fenestration (15 sq, ft. max.) Vertical Fenestration (Windows and doors) Contact information Villa e Life Homes 19020-33rd Ave. W. #450 Lynn Cod, WA 98 36 425-778-4111 Width Height ° Qt. Feet Inch Feet Inch A ea QUA 1 13 10 8 1 24.0 7.44 C.01 o.00 Component r 7 ° . Width Height Description Ref. U-factor Qt. Feet 'rch Feet Inci Foyer 0.28 Powder 0.28 Den 0.28 Den 0.28 Jr. Mstr. Bath 10.28 Jr. Mstr. Suite 0.28 Jr. Mstr. Suite 0.28 Great Rm. 0.28 Kitchen 0.28 Kitchen 0.28 Pantry 10.28 Stair 0.28 Stair &28 Foyer / Loft 0.28 Mstr. Bath 0.28 Mstr. Bath 10.28 Mstr. Bath 0.28 Mstr. W.I.C. 0.28 Mstr. Suite 0.28 Laundry 0.28 Bedrm. #2 0.28 Bedrm. #3 10.28 Bath 0.28 Bedrm. #4 0.28 Bonus Rm. 0.28 Bonus Rm. 0.28 Bonus Rm. 0.28 Garage / Dwelling 0.20 ©MEMO =MEMO 0EMEMO. r � 2EME©O MEMO ©©EME ©©EEO ©MEMO EI®EI� ©MEMO EIMESE EEEEE oE©E©O EN©ENE ©MEMO WMEME E©E©O =MEMO ` NME©E MMEEE EI©EMO MEMO =MEMO MMEEO EI©EMO 01M©N� NEME©O ©EEE©E MEMO COME ME -MEMO MM■ME EM■MO MMEME EENEEE Area U - 22.5 .8�30 o mPo E 0 ° �, 3 o _J o 8.0 1 2. 42.0 71�1.76 14.0. 3.92 14.0, 3.92 36.0 10.08 9.0 2.52 90.0 25.20 96.0 26.88 22.5 6.30 9.0 2.52 0.0 0.00 7.5 2.10 16.5 4.62 24.0 6.72 9.0 2.52 15.0 4.20 4.0 1.12 7.0 1.96 40.0 11.20 7.0 1.96 20.0 5.60 24.0 6.72 4.0 1.12 20.0 5.60 32.0 3.96 80.0 22.40 9.0 2.52 0.0 0.00 17.8' 3.56 0.0 0.00 0.0 J.00 .6110 . 0.00 0.0 ).00 tta m 'ems Sum of Vertical Fenestration Area and UAp Vertical Fenestration Area Weighted U = UA/Areal" Overhead Glazing (Skylights) Component " Width Heill Description Ref. U-factor "t Qt. Feet Inc' Feet Inch m - a 0 ° 9a Sum of Overhead Glazing Area and UA - s `Crhead Glazing Area Weighted U = U Area Total Sur#i of Fe#estration Area and UA (for heating system sizing cal uletions Ill 1�11111 0.0 J.00 0.00 723.8 201.96 Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2018 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This tool will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. Please complete the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop -down options, please, contact the WSU Energy Program at energycodeCaenergy.wsu.edu or (360) 956-2042 for assistance. t'ro ect Information Contact Information Plan 3874-12B Village Life Homes City of Edmonds 19020-33rd Ave. W. #450 Lynnwood, WA 98036 425-778-4111 All Other Systems O Hea: p,rp To see detailed instructions for each section, place your cursor on the word "Instructions" D si niTemperature - Instructions ---1 Desi n Tam ra Difference (AT) 46 Design Edmonds tdmonds ature ,r ieea)- outdoor Design Temp 1A 1 _ m� Conditioned Floor Area u,ti Conditioned Floor Area (sq ft) 3.874 �AVera a Coiling Height 9 Ce 9 9 Conditioned Volume - Average Ceiling Height (ft) 9.1 35,188 G zin � oo .l =F ctor X Area = UA Ins actions -------------.------. 0.28 724 202,66 S ylights -J -r��- U-Factor X Area = UA Instructions 0.5C --- In elation U-Factor X Area = UA �i Instructions ,. ;: 0.026 2,281 59.311 Ain le Rafter or Joist Vaulted Ceilings 9 Li -Factor Factor X Area' UA - Instructioc. ' =' `-� -y 7, 54 1.46 Above Grade al1J (SPeF Figure i) _ U-Factor X Area UA OA56 3,393 190.011 Floors U-Factor X Area UA :: --- 0.025 2.370 59.25 _...J Below Grade Walls r see Figure 1) U-Factor X Area UA ------ - - - -- Nc=.-: sr eWalls in this project. � j I�•� 0 Slab Below Grade rseeFlgurel) F-Factor 0.303 X Lel th UA No S ab S, o,. Grade In th s p e,e:t. • J --- Slab on Grade (see Figure r) IF Ci r X Length UA No SaS cn Grade ,n :his p oje:t- ° �° J� cation of°Ducts nswc °ns -------- -- Duct Leakage Coefficient m Conditloned SPace. -_ .rr■iwt..rtrtwlrtJowl_.. 1.00 Sum of UA 512.69 Envelope Heat Load 23,584 Btu I Hour Figure 1. Sum ofUAx.sT Air Leakage Heat Load 17,481 Btu l Hour �b. Vofume x 0.6 x AT x 0.018 Abo � Building Design Heat Load 41.065 Btu %Hour' c'I Air ieakage + envelope heat loss Building and Duct Heat Load 41.065 Btu I Hour Ducts in unconditioned space: sum of building heat loss x t ]tO Ducts in conditioned space: sum of building heat loss x 1 Maximum Heat Equipment Output 51,331 Bt�,Hoarr, BiAdino and duct heat loss x 1, 40 for for air furnace 8uildino and duct heat loss x 1.25 for heal-oumo ;fo7f o 3) 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington I Single Family - New & Additions (effective February 1, 2021) These requirements apply to all IRC building types, including detached one- andtw&family dwellings andlimultiple single-family dwellings (townhouses). Project Information Contact Information Plan 3874-12B Village Life Homes Cio Mark Schmidt Ph: 425-778-e11� City of Edmonds, WA I[9020-33rd Ave. 'Si #45C Lynnwood. WA 98036 Instructions his single-family' project will use the requirements of the Proscriptive Pathl elo .and incorporate the minimum values listed. Based on the size of the structure,lthe appropriate narro of ledditional credits are checked as chosen by the permit applicant. [`rovide all information from the following tables as building permit drawings: Table R402.1- Insulation and FFenestration Requirements by Component, Table R406.2 - Fuel Normalization Credits and 406.3 - Energy. -,Credits. Authorized Representative Date 11i16i2023 All Climate Zones (Table R402.1.1) a a Fenestration U-Factor R-Value U-Factor s ° n/a 0.30 Skylight U-Factor b n/a 0.50 Glazed Fenestration SHGC 6'E J n/a n/a Ceiling e 49 i 0.026 e Wood Frame Wall gh 21 int m 0.056 Floor 30 0.029 - -- Below Grade Wall �,h _ j 10/15/21 int + TB _. 0.042 I Slab d' R-Value & Depth C 10, 2 ft a n/a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity that Is le's's a than the label or design thickness of the insulation, thet�ompressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table:i b The fenestration U-factor column excludes skylights. "10/15/21 +5TB" means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at c the interior of the basement wall. "10/15/21 +5TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "5TB" means R-5 thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See Section R402.2.9.1.� For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-39 if the full insulation depth ° e extends over the top plate of the exterior wail. R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter f slab insulation -when applied to existing slabs complying with Section R503.1.1. If foam plastic isugle JtJss tf�a11 meet the requirements for thermal barriers protecting foam plastics. For log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for g climate zone 5 of ICC 400. Int. (intermediate framing) denotes framing and insulation as described in Section A103.2.2 including standard h framing 16 inches on center, 78% of the wall cavity insulated and headers insulated with a minimum�t-flil-40 insulation. Prescriptive Path - Single Family 2018 Washington State Energy Code-R A 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington _ Single Family - New & Additions (effective February 1, 2021) Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel, normalization credits) and Table 406.3 (energy credits) to achieve the following minimum number credits. To claim this credit, the building permit drawings shall specify the option selected and then maximum tested buildin8 air leakage, and show the qualifying ventilation system and its controlnl»�-sequence of operation. _ I. Small Dwelling Uni : 3 credits Dwelling units less t� an 1,500 sf in3onditioned floor area with less than 300 �{�f fenestration area. Additions to existing building that'llge greater than 500 sf of heated floor area)[ ut le than 11,500 sf. 2. Medium Dwelling Unit: 6 credits All dwellPnguunits that are not included in #1 or #3 3. Large Dwelling Unit: credits Dwelling units exceeding 5,000 sfjoff eo difioned floor area 4. Additions less than 500 square feeL:1'1.$ credits meet 1-3 abovle Before selecting your credits on this Summary table, review the details In Table 406.3 (Single Family o page 4. --. S mmary of Table R406.2 Heating Credits - select ONE Options Fuel Normalization Descriptions heating option User Notes 1 �--�� Combustion heating minimum NAECA° III_ 0.0 ❑� 2 Heat pump- ��---��` 1.0 ❑ 3 Electric resistance heat only - furnace or zonal -1.0 ❑ 4 DHP with zonal electric resistance per option 3.4 0.5 ❑ 5 All other heating systems -1.0 ❑ Energy Credits - select ONE Options P Energy Credit Option Descriptions energy option from each category 1.1 TffMM7MM[#Elt$; Mill 0.5 ❑ 1.2 -I. Efficient Building Envelope 1.0 ❑ 1.3 Efficient Building Envelope 0.5 [•] 1.4 Efficient Building Envelope 1.0 ❑ 1.5 Efficient Building Envelope 2.0 ❑ r 1.6 Efficient Building Envelope - 3.0 ❑ 1.7 Efficient Building Envelope(I 0.5 ❑ 2.1 Air Leakage Control and Efficient Ventilation 0.5 ❑ 2.2 Air Leakage Control and Efficient Ventilation 1.0 ❑ 2.3 _ Air Leakage Control and Efficient Ventilation 1.5 ❑ r 2.4 Air Leakage Control and Efficient Ventilation7f 2.0 ❑ 3.11 High Efficiency HVAC 1.0 ❑ 3.2 High Efficiency HVAC 1.0 ❑ 3.3a High Efficiency HVAC L 1.5 ❑ 3.4 High Efficiency HVAC 1.5 ❑ 3.5 High Efficiency HVAC 1.5 0 3.61 High Efficiency HVAC 2.0 ❑ 4.1 High Efficiency HVAC Distribution System 0.5 ❑ 4.2 High Efficiency HVAC Distribution System 1.0 0 Prescriptive Path - Single Family 201BWashington State Energy Code-R 2 Z 2018 Washington State Fnergy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Summary of Table R406.2 (cont.) Energy Credits - select ONE Options Energy Credit Option Descriptions (cant.) energy option from User Notes each category 5, 1' Efficient Water Heating 0.5 ❑ 5.2 Efficient Water Heating a5 ❑ - 5.3 Efficient Water Heating 1.0 ❑ 5.4 Efficient Water Heating 1.5 ❑ 5.5 Efficient Water Heating 2.0 ED -_ 5.6 Efficient Water Heating { 2.5 ❑ 6.1e Renewable Electric Energy (3 credits max) 7.1 Appliance Package 0.5 ❑ Total Credits 6.0 CLEAR FOR'q n a. An alternativeuheating source sized at a maximum of 0.SGW/sf (equivalent of heated floor area or 500 W, whichever�is bigger, may be installed in the dwelling unit: rb. Equipment listed in Table C403.3L2(4) or C403.3.2(5) c. Equipment listed in Table C403'�342(1) or C403.3.2(2) d. You cannot select more than one option from any category EXCEPT in�ategory S. Option 5.1 may be combined with options 5.2 through 5.6. See Table 406.3. le. 1.0 credit fqr each 1,200 kWh of electrical generati n"pr video annually, upto,3-creditsimax. See the complete Table R406.2 for all requirements�nd option descriptionst. rescriptive Path - Single Family 2018 Washington State Energy Code-R 3 ENGINEERED BY: Malsam-Tsang Engineer'g Job No.: 0186.2023.01.02 2018 International Residential Code cWn >cC W W U z >O w 00 Ci OdUu_ = _= Z O H =Lq J J_ Z (n U D Z nF0=of <=00 <oo 2 uZj>(70�' F mZ)Zp >-Ln Jw� to O}UUQUU9 >-M0>uja- �0z`-'�, ZWZ_0oan ¢ � W co U Z �U wO' 0 ~ W O m�~ W = W Li��t'"iZ QW U��OJ0 W= = cmw=w V)O �m wF„000FO ¢�F¢v=i=wv w vi - �I-OpU-> ��`nz0of0� w U O R R O Q> m �2: nU)< O~QOlzwz� p Q F Ld .J. I-Z OF m wpzi m?wLU>0 U m _= Zozo ��0===0 � Z U O� F � >oo=un 0 � U w 1 }� O 4. F w<pl-o[n� 00¢ZZU Wuh m¢ w Q z Z w O c F 0 Q z y F U - w o Q� m�- _ OUtoQ � Oaf if Ln 0'-,>toUWm Ln Fm�wzS Q Udo 0zUpm Uz cG cn��n cri 0 to 2Fa.QwccF tnw'""2 cazo0 gaZUQ ILO0F wwofFa w zpO LUQOO ww LD w J0 w o w = o O U Z W > 0lY=< w g w> w~ Z w0m>i Qw2) F�CL I-- Mi0� ASSOCIATES McNAUGHTON = 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 I2023 © COPYRIGHT I McNAUGHTON ASSOCIATES, Inc. 3874-12B RECEIVED Dec 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) WASHINGTON ENERGY CODE COMPLIANCE JOB NO. 23-032.23-026 DATE: November 16, 2023 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: 12/06/23 GARAGE FRONT SHEET: 002 WINDOW SCHEDULE (NOT FOR WSEC HEAT SIZING) WINDOW TYPE: VINYL X❑ CLEAR ❑ ARGON ❑ LOW-E ❑ LOW-E/ ARGON QUAN LOCATION I MANUF. WIDTH HEIGHT TYPE I "U" VALUE I AREA (S.F.) I U.A. (OPT) I NOTES WINDOW SCHEDULE FIRST FLOOR 2 FOYER TBD 1-6 7-6 PICT. .28 22.50 6.30 TEMP. GL. 1 POWDER TBD 2-0 4-0 S.H. .28 8.00 2.25 1 DEN TBD 7-0 6-0 XOX .28 42.00 11.76 EGRESS 1 DEN TBD 7-0 2-0 PICT. .28 14.00 3.92 2 JR. MSTR. BATH TBD 2-0 3-6 S.H. .28 14.00 3.92 2 JR. MSTR. SUITE TBD 3-0 6-0 S.H. .28 36.00 10.08 EGRESS 2 JR. MSTR. SUITE TBD 3-0 1-6 PICT. .28 9.00 2.52 TEMP GL. 2 GREAT RM. TBD 5-0 6-0 SLIDE -BY .28 60.00 16.80 1 GREAT RM. TBD 5-0 6-0 PICT. .28 30.00 8.40 1 KITCHEN TBD 12-0 8-0 SL. GL. DR. .28 96.00 26.88 TEMP GL. 2 KITCHEN TBD 2-6 4-6 PICT. .28 22.50 6.30 1 PANTRY TBD 2-0 4-6 1 CASM'T .28 9.00 2.53 SECOND FLOOR 1 STAIR TBD 3-0 2-6 PICT. .28 7.50 2.10 1 STAIR TBD 3-0 5-6 PICT. .28 16.50 4.62 TEMP. GL. 3 FOYER / LOFT TBD 2-0 4-0 PICT. .28 24.00 6.72 2 MSTR. BATH TBD 1-6 3-0 PICT. .28 9.00 2.53 TEMP. GL. 1 MSTR. BATH TBD 3-0 5-0 S.H. .28 15.00 4.20 TEMP. GL. 1 MSTR. BATH TBD 4-0 1-0 PICT. .28 4.00 1.12 1 MSTR. W.I.C. TBD 2-0 3-6 S.H. .28 7.00 1.96 1 MSTR. SUITE TBD 8-0 5-0 XOX .28 40.00 11.20 EGRESS 1 LAUNDRY TBD 2-0 3-6 S.H. .28 7.00 1.96 1 BEDRM. #2 TBD 5-0 4-0 SLIDE -BY .28 20.00 5.60 EGRESS 1 BEDRM. #3 TBD 6-0 4-0 SLIDE -BY .28 24.00 6.72 EGRESS 1 BATH TBD 4-0 1-0 PICT. .28 4.00 1.12 1 BEDRM #4 TBD 5-0 4-0 SLIDE -BY .28 20.00 5.60 EGRESS 1 BONUS RM. TBD 8-0 4-0 XOX .28 32.00 8.96 EGRESS 2 BONUS RM. TBD 8-0 5-0 XOX .28 80.00 22.40 EGRESS 2 BONUS RM. TBD 1-6 3-0 PICT. .28 9.00 2.52 DOORS 1 GAR./DWELL'G TBD 1 2-8 1 6-8 1 STEEL .20 1 17.78 3.56 20 MIN. FIRE TOTAL: 3874 SF 11 699.80 1 194.52 1 = 18.0 EXEMPT DOORS 1 ENTRY DOOR TBD 1 3-0 1 8-0 1 STEEL 1 .31 1 24.00 1 7.44 1 TEMP. GL. EXEMPT WINDOWS 3 GARAGE TBD 2-0 1 2-0 1 PICT. 1 .30 12.00 3.36 "WINDOW MANUFACTURER & CONTRACTOR TO CONFIRM WINDOW SCHEDULE PRIOR TO ORDERING WINDOWS'" ABBREVIATIONS A.A. ATTIC ACCESS MAX. MAXIMUM A.B. ANCHOR BOLT M.C. MEDICINE CABINET ABV. ABOVE MECH. MECHANICAL A.F.F. ABOVE FINISH FLOOR MEMB. MEMBRANE ACOUS. ACOUSTICAL MFG. MANUFACTURE A.D. AREA DRAIN M.H. MAN HOLE ADJ. ADJUSTABLE MIN. MINIMUM AGG. AGGREGATE MIR. MIRROR ALT. ALTERNATE MTG. MOUNTING ALUM. ALUMINUM MTL. METAL APPROX. APPROXIMATE APT. APARTMENT N. NORTH ASPH. ASPHALT NAT. NATURAL A.S.T.M. AMERICAN SOCIETY OF N.I.C. NOT IN CONTACT TESTING MATERIALS NO. NUMBER N.T.S. NOT TO SCALE BD. BOARD BDRM. BEDROOM 0/ OVER BLK. BLOCK O.C. ON CENTER BLK'G. BLOCKING O.D. OUTSIDE DIAMETER BLO. BELOW O.F. OVER FLOW BM. BEAM O.H. OVER HEAD BOT. BOTTOM OPEN'G. OPENING BRK. BREAK (IN MATERIALS) OPP. OPPOSITE OPT. OPTIONAL CAB. CABINET CANT. CANTILEVERED P.B. PUSH BUTTON C.B. CATCH BASIN P.C. PULL CHAIN CEM. CEMENT PICT. PICTURE CFM CUBIT FOOT PER MINUTE P.L. PROPERTY LINE C.I. CAST IRON PLAS. PLASTIC C.J. CEILING JOIST PLAS. LAM. PLASTIC LAMINATE CL CENTER LINE PNL. PANEL CLG. CEILING PRCST. PRECAST CNTR. COUNTER (FLASHING) PREFAB. PREFABRICATED COMP. COMPOSITION P.W. PLYWOOD CONC. CONCRETE CONSTR. CONSTRUCTION QRY. QUARRY CONT. CONTIUOUS QTY. QUANTITY CORR. CORRUGATED CPT. CARPET CTR. CENTER R. RISER CU. FT. CUBIC FEET RAID. RADIUS CU. IN CUBIC INCHES R.A.G. RETURN AIR GRILLE CU. YD. CUBIC YARDS RD. ROAD R.D. ROOF DRAIN RDWD. REDWOOD D. DRYER RECP. RECEPTACLE DF. DOUGLAS FIR REF. REFERENCE DIA. DIAMETER REF. REFRIGERATOR DIM. DIMENSION REG. REGISTER DISP. DISPENSER RENIF. REINFORCED D.J. DECK JOIST REQ'D. REQUIRED DN. DOWN RET. RETAINING DR. DOOR RF. ROOF D.S. DOWN SPOUT RF'G. ROOFING DUP. DUPLICATE RM. ROOM DW. DISH WASHER RO. ROUGH DWGS. DRAWINGS R.O. ROUGH OPENING RUB. RUBBER E. EAST EA. EACH S. SOUTH E.I.F.S. EXTERIOR INSULATION SC. SOLID CORE FINISH SYSTEM SD. STORM DRAIN E.J. EXPANSION JOINT SGD. SLIDING GLASS DOOR ELEV. ELEVATION S.H. SINGLE HUNG ELEV. ELEVATOR SHT. SHEET ENCL. ENCLOSURE SHT'G. SHEATHING ENG. ENGINEER SIM. SIMILAR ENT. ENTRY SL. SLIDE(ING) EQ. EQUAL SLD-BY HORIZONTAL SLIDER EQUIP. EQUIPMENT SMANCA SHEET METAL & AIR- EXT. EXTERIOR CONDITIONING CONTRACTORS EXTR. EXTINGUISHER NATIONAL ASSOCIATION SPECS. SPECIFICATIONS F. FIXED SPRKL. SPRINKLER F.A.U. FORCED AIR UNIT SPSS. SINGLE POLE F.E.C. FIRE EXSTINGUISHER SINGLE SHELF CABINET SQ. FT. SQUARE FOOT F.F. FINISH FLOOR SQ. IN. SQUARE INCH FIN. FINISH SQ. YD. SQUARE YARD FIXT. FIXTURE S.S.D. SEE STRUCTURAL DESIGN F.J. FLOOR JOIST STD. STANDARD FLASH. FLASHING STL. STEEL FLR. FLOOR STOR. STORAGE FLR'G. FLOORING STRUCT. STRUCTURAL FLUOR. FLUORESCENT SUSP. SUSPENDED F.O.C. FACE OF CONCRETE SIM. SIMILAR F.O.F. FACE OF FINISH S4S SMOOTH 4 SIDES F.O.M. FACE OF MASONRY F.O.S. FACE OF STUD T. TREAD F.P. FIREPLACE T&B TOP & BOTTOM FR. FRENCH DOOR T.B.D. TO BE DETERMINED FS. FINISH SURFACE T&G TONGUE & GROOVE F.S. FLOOR SINK TC. TOP OF CONCRETE FREQ. FREQUENCY TEMP. TEMPERED FTG. FOOTING THK. THICK THRESH. THRESHOLD GA. GAUGE T/C TOP PLATE GALV. GALVANIZED T.O.B. TOP OF BEAM GAR. GARAGE T.O.C. TOP OF CURB G.I. GALVANIZED IRON T.O.G. TOP OF GRATE GL. GLASS T.O.S. TOP OF STEEL GSM GLAVANIZ'D STAINLESS METAL T.O.W. TOP OF WALL GYP. GYPSUM TRANS. TRANSOM G.W.B. GYPSUM WALL BOARD TS. TUBE STEEL TYP. TYPICAL HB. HOSE BIB HC. HOLLOW CORE U.L. UNDERWRITERS HD. HEAD LABORATORY HM. HOLLOW METAL UNFIN. UNFINISHED HORIZ. HORIZONTAL HR. HOUR VERT. VERTICAL H.S. HARD SURFACE VOL. VOLUME H.W.T. HOT WATER TANK VNYL VINYL I.D. INSIDE DIAMETER W. WASHER INC. INCORPORATED W/ WITH INSUL. INSULATION WARD WARDROBE INT. INTERIOR W.C. WATER CLOSET WD. WOOD JT. JOINT W.G. WIRE GLASS JST. JOIST W.H. WATER HEATER W.H.F. WHOLE HOUSE FAN KIT. KITCHEN W.I. WROUGHT IRON W/O WITHOUT LAV. LAVATORY WP. WATER -PROOF LT. LIGHT WS. WEATHER-STRIPPING LVR. LOUVER YD. 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SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) WINDOW SCHEDULE & ABBREVIATIONS JOB NO. 23-032.23-026 DATE: November 16, 2023 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: 12/06/23 GARAGE FRONT SHEET: 003 P.W. WALL SHEATH'6 SIDING o/ BLD6. PAPER (SEE ELEVATION) LAP BLD6. PAPER o/ 65M FLA5HIN6 u 65M FLA5HIN& SEALANT 2x3 TRIM -RIP TOP TO DRAIN 1/4" MIN. 2x6 TRIM BOARD o/ BLD6. PAPER II NOTCH ® BOTTOM TO SEALANT ACCEPT SIDING EXTEND BLD6. PAPER UP BEHIND 65M FLASHING 5IDIN6 o/ BLD6. PAPER (SEE ELEVATION) 6A5LE Bmfl/SIflIN6 DETAIL SCALE: I'*'-O" 11 D5 1 /2" HEAD 10 D5 5/4xb LE65 9 D5 5/4xb BASE w/ 2x3 LAID FLAT ATOP. SLOPE TOP 5% MIN. AWAY FROM WALL 4 GUT DRIP EDGE INTO BOTTOM 1" TYPICAL WINROW TRIM PETAIL 2 SCALE: 1/2'*'-0" ------------ I5# FELT UNDER VALLEY FLA5HINC 5/4xa BARGE BOARD w/ Ix2 TRIM o/ Ix4 TRIM 3 TYPICAL WINDOW TRIM: 2x6 HEAD / 5/4xb LE65 / 2 5/4xb BASE w/ 2x3 LAID FLAT 1 ATOP. SLOPE TOP 5% MIN. AWAY FROM HALL 4 GUT DRIP ED6E INTO BOTTOM MAX. HEIGHT=EL. +25.0' 123.55' ----------------------------------------LEL.=420.5'79 ACTUAL HEIGHT=EL. 125.14' (EL.=41ctA59 8'-14" SECOND FLOOR R - - - - - _ _ 4512 - _ - - - - - - - - - - - - - 8'-I%e.. SECOND FLOOR fE u 6-43/4" STAIR fE SMOOTH G OEM. BOARD FLASHING 4 GNTR. o/ FORTIFIBER BUILDING SYSTEMS GROUP "JUMBO-TEX" BUILDING FLASHING. ONTR.OP WALL ALONG Ix3 BATTS ® 12 O.G. ROOF LINE F71 WRAP o/ WALL 5HEATHIN6 w/ CONT. ALUM. 6UTTER5 o/ 1 Ixb PRIMED SPRUCE (TYPICAL AHERE 5HONN) E E TE 6L. 5/4xb BAND w/ 2x3 LAID FLAT FACIA BOARDS ATOP. SLOPE TOP 5% MIN. AWAY = HOLD FA50IA/BAR&E BOARDS _ 4.5:12 OFF WALL SHEATH'6 I/2" (TYP) FROM HALL 4 GUT DRIP EDGE Lu CD OPTIONAL: INTO BOTTOM -FLASH o/ TOP STANDING SEAM METAL ROOFING w/ � 5ECOND FLOOR 5UB-FLOOR _ _ _ _ _ _ R155® 16" O.G. o/ Tf&" 055. 5HTC. w/ SECOND FLOOR 5UB-FLOOR EL.=110.85' INSTALLATION AND UNDERLAYMENT 4.5:I2 PER MF&'S. SPECIFICATIONS (EL.-_ 40-L6-i) Q a'-I%a" FIRST FLOOR f� - - - - - - _ _ _ _ :_ _ _ _ _ _ _TEMP. _ (TYPICAL WHERE SHORN) - - - - q -1%8 FIR5T FLOOR It �i v 4 5.12 -- -- -- -- 6LA55 - - - - - - - -v -01 2xb BAND 6L 55 5/4x RIPPED TO FIT 5" EXP. HORIZ. BEVEL SIDING o/ FORTIFIBER BUILDING SYSTEMS GROUP "JUMBO-TEX" BUILDING NRAP o/ WALL SHEATHING 6L 5 __4J 4x6 5 BAND W 2x3 LAID FLAT (TYPICAL WHERE SHOWN) � � / _ MITER CORNER ® 5" BEVEL / E E ATOFROM HALL $P. SLOPE CUT %DRIP EDGE 510INC LOCATIONS ONLY u INTO BOTTOM -FLASH o/ TOP 5/4xb FIRST FLOOR 5UB-FLOOR EL.=100.18' FIRST FLOOR 5UB-FLOOR r�F(EL.=3g7.009 --- -- -- -- -- - -- -- -- -- - -- -- -- -- -- -- -- -- - -- -- -- -- -- -- --- W-O"x8'-O" OVERHEAD GARAGE DOOR PER PLAT SPECS J J L - - - J - - - AVERA6E GRADE EL.=4b.55' � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NRAP ENTRY POSTS w/ 5/4x SMOOTH FACE 5IDIN6 MATERIAL o/ VAPOR BARRIER 4 MITER 2x5 BAND GORNDERS SMOOTH FACE GEM. BOARD 5/4x& BASE (4) SIDES o/ SIDING o/ FORTIFIBER BUILDING 5IDIN6 WRAP. MITER CORNERS SYSTEMS CROUP "JUMBO-TEX" 4 BEVEL TOP ® 451 BUILDING WRAP o/ WALL 5HEATHIN6 (TYPICAL WHERE SHORN) 0 w 0 ED CV SCALE: 1/4" = P-0" FRONT ELEVATION TYPE "A" MAX. HEIGHT=EL. +25.0' 125.55' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3.5:12 ACTUAL HEIGHT=EL. 123.14' 12 12 (EL.=419.459 4.5:12 15# FELT UNDER VALLEY FLA5HIN6 8'4/a" SECOND FLOOR fE 4 8'4/a" SECOND FLOOR IE OPTIONAL WINDON TRIM: 2xb HEAD / 5/4xb LE65 / 5/4xb BASE W 2x3 LAID FLAT ATOP. SLOPE TOP 5% MIN. AWAY FROM WALL 4 GUT DRIP ED6E INTO BOTTOM E E E FLASHING 4 GNTR. 4:12 _ - - - - FLA5HIN6. FIRE5TOP CONT. ALUM. 6UTTERS o/ WALL ALONG ROOF LINE _ Ixb PRIMED SPRUCE 5 4x8 BARGE BOARD w w CD FACIA BOARDS Ix2 TRIM o/ Ix4 TRIM = w J = SECOND FLOOR SUS -FLOOR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - _ - _ - _ - _ - - _ _ _ _ - _ - _ - _ - _ - _ - _ - _ - _ _ _ _ _SECOND FLOOR 5UB-FLOOR EL.=110.85' X 12 - - - - - (EL.=40-1.6-1') FIRST FLOOR fE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - 1'4/6" FIR5T FLOOR fE o 45 v 'I" EXP. HORIZ. BEVEL 5IDIN6 MITER CORNER ®5" BEVEL o/ FORTIFIBER BUILDING SYSTEMS 5IDIN6 LOGATION5 ONLY GROUP "JUMBO-TEX" BUILDIN6 ARAP o/ WALL 5HEATHIN6 i (TYPICAL WHERE SHOWN) 5" EXP. HORIZ. BEVEL SIDIN57 o/ FORTIFIBER BUILDING SYSTEMS GROUP "JUMBO-TEX" BUILDING - - - NRAP o/ WALL 5HEATHIN6 (TYPICAL WHERE 5HONN) 5/4x4-5/4x3 CORNER BOARDS (TYPICAL REAR/SIDE ELEV'S) \ FIR5T FLOOR SUB -FLOOR EL.=100.18' FIRST FLOOR 50-FLOOR (EL.=3117.009 FIN. GRADE=EL. 0.0' -- -- -- -- -- -- -- -- -- - -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- ------------------------------L=�J------------L=-=J------ L-= J-----__�--------------------------------------------AVERA6E&RADEEL.=ab.55' GENERAL NOTES I. P05T ADDRE55 50 AS TO BE LE6IBLE FROM STREET PER R3111.1 - #'5 TO CONTRAST FROM BACKGROUND 2. A FLOOR OR LANDING -1514" MAX. BELOW THRESHOLD 15 REQ'D FROM AN EXIT DOOR. / I.R.G. R311.3.1 3. FLASH o/ TOPS OF WINDOWS 4 o/ TOP OF TRIM. 4. VERIFY ALL DONN5POUT LOCATIONS PER LOT. 5. AT ALL GABLE END CONDITIONS: ALL PLYAOOD SHEAR PANELS MUST EXTEND CONTINUOUS FROM THE DIAPHRAGM U.N.O. TH15 REQUIREMENT MAY BE ELIMINATED IF THE TRU55 MFR. PROVIDES AN ADEQUATE SHEAR OR DRA6 TRU55 IN TH05E LOCATIONS. THE ARGHITECT/DESI6NER AND STRUCTURAL ENC71NEER SHALL BE NOTIFIED OF SUCH A DECISION AND BE PROVIDED WITH APPROPRIATE CALCULATIONS PRIOR TO THE START OF AORK. (b. AHEN A SHEAR HALL 15 INDICATED ON THE PRAININ65 FOR A PORTION OF A HALL, THE REMAINING PORTION IN THE SAME PLANE SHALL BE 51MILARLY SHEATHED TO PROVIDE FOR A UNIFORM SURFACE. -1. INSTALLATION OF ALL ROOFING AND HALL FLASHING TO BE PER INDUSTRY STANDARD AND THE 2015 I.R.G. SECTIONS R703.4, R403.2 AND R405. DRIP EDGE REQUIRED PER R905.2.5.5 5. APPROVED CORROSION RE515TANT FLA5HIN6 SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1) AT THE TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT 5ELF-FLA5HIN6 WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/6" OVER THE 5HEATHIN6 MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDIN6 GORNER5, DO NOT REQUIRE FLA5HIN6; 2) AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR 5TUCC0 WALLS, WITH PROJECTING LIPS ON BOT SIDES UNDER 5TUGG0 GOPIN65. 5) UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL GOPIN65 AND SILLS. 4) CONTINUOUSLY ABOVE ALL PROJEGTIN6 WOOD TRIM. 5) WHERE EXTERIOR PORCHES, DECKS OR 5TAIR5 ATTACH TO A WALL OR FLOOR A55EMBLY OF WOOD CONSTR. (5) AT WALL AND ROOF INTER5EGTION5. -1) AT BUILT-IN 6UTTER5 PER IRO, SECTION RT03.4. 4. WHERE GRADE 15 GREATER THAN 30" BELOW WALK, LANDIN6, PATIO OR DECK A +56" HIGH GUARDRAIL 15 REQUIRED AND THE RAILIN6 SHALL BE DE516NED 50 A 4" DIA. BALL MAY NOT PASS THROUGH. PROVIDE 54" MIN. HEIGHT GUARD AT OPEN 51DE OF STAIRAAYS WITH A TOTAL R15E OF MORE THAN 50" PER R312.1. A 43/a" SPHERE MAY NOT PASS THRUOU6H GUARD. A 6" SPHERE MAY NOT PA55 THROUGH TRIANGLE FORMED BY RISER, TREAD, 4 BOTTOM RAIL OF GUARD. 10. EXTERIOR 5TAIRNAY5 PER I.R.G. R311.7. 36" MINIMUM STAIRWAY AIDTH. LANDIN675 SHALL HAVE A 56" MIN. DIMENSION IN THE DIRECTION OF TRAVEL. RISERS TO BE 14' MAX. HEIGHT, 4 TREADS TO BE 10" MIN. DEPTH, BOTH KITH A MAXIMUM VARIATION OF V. TREADS IN/ SOLID RISERS TO HAVE 5/4' MIN. TO V4" MAX. NOSING, OR 11" MINIMUM DEPTH. 4" SPHERE MAY NOT PASS THRU OPEN RISERS ON STAIRWAYS RISING MORE THAN 30". HANDRAIL READ. IF 4 OR MORE RISERS TO BE INSTALLED BETAEEN 34"-55" ABOVE N051N& 4 HAVE A V4"-2" VIA. &RIP CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT. RETURN ENDS TO WALL OR NE!^EL. 6-5" MIN. VERTICAL HEAD CLEARANCE. PROVIDE 54" MIN. HEIGHT GUARD AT OPEN 51DE OF 5TAIRAAY5 WITH A TOTAL R15E OF MORE THAN 50" PER R312.1. 4" SPHERE MAY NOT PA55 THRUOU6H GUARD. 6" SPHERE MAY NOT PA55 THROUGH TRIANGLE FORMED BY RISER, TREAD, 4 BOTTOM RAIL OF GUARD. ENGINEERED BY: Malsam-Tsang Engineerg Job No.: 0186.2023.01.02 2018 International Residential Code W w � z n >0 L 00 _= Z =z toU50z wHOO n0 w30 oo�aoo a � ou�zVO wo Hw -C 0Q >�nu>u u0ga�LKa _-Q cwn9'zwwV-QzwZwI:;-w u2w.maa�U U��OUw=X ¢�-w-- =wwp�mz~W wugWWZ Ok 2 cp0WFW w.-��p�QVHO F '^gym w w�2 v�=w¢Zw�=~z2 W V 003aMFWWF=p- 2waz o0Q0 w 0wLu oz-0 0Qwm0NY~W O (n 2: 5 N Q ; j t z W� w 8 m Fn B (UJ Z� » W QO V.. w¢wmw= mp�E�>3:w=u ¢OZ�w'V wZ�0U,F�`c' z600�- �uw}�0�� m¢w¢Zzw a�NOaz_�Hta Unz¢'~2U 0-'w Muo =zmo ;tn< o0wv �wm�u F mw,wz,��< aO0 0Lnnu¢ Q wp wZoz OH-<Lu gazVQ�apoO ww�ItE _ z�o2o0w�� _ Z. w 0 0 = OV > _ W V w= Ln W V W� w r w Z w0m�¢w0 FaaQFair0� ASSOCIATES McNAUGHTON 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 2023 © COPYRIGHT McNAUGHTON ASSOCIATES, Inc. 3874-12B RECEIVED Dec 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) ELEV. TYPE "A" I JOB NO. 23-032.23-026 DATE: November 16, 2023 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: 12/06/23 GARAGE FRONT SCALE: 1/&" = V-mll LEFT ELEVATION TYPE "A" SHEET: RIP DOWN LEDGER FROM 2x10 #2 HEM/FIR ATTACH TO WALL W LL558 LED6ERLOK SCREWS - "ICE d WATER511IELD" BEHIND LEDGER 8'41e," SECOND FLOOR fE DBL. 2x BLOCKIN6------ 7'-0" WINDOW HEAD SOFFIT PER BLDR. SPECIFICATIONS bxb BACKING PER PLAN SOLID FRAMING BEHIND POST. ATTACH POST W — 5/4" THRU BOLT. PLACE "ICE 8 WA7ER5HIELD" BEHIND P05T ON WALL SIDING PER ELEVATIONS o/ VAPOR BARRIER o/ P.W. SHEATHING C75M FLA5HIN& 8 CNTR. III FLASHING. LAP BUILDING PAPER o/ d EXTEND UP II WALL 4" MIN. ROOF'& PER PLAT SPEC'S o/ 30# FELT o/ P.W. SHEATH'& 12 o/ 2xb #2 HEM/FIR RAF. ® 24" O.G. 4.5 SCREENED VENT BLOCKING Qo M L 1'4' 1'-0" s SHIED ROOF DETAIL Ixb PRIMED SPRUCE FASCIA w/ DRIP EDGE SANDWICH RAFTER ON EA. SIDE OF POST 8 ATTACH TO EA. TO P05T w/ (4)I6d 4x12 APPEARANCE GRADE BEAM. ATTACH EACH P05T TO BEAM W (2) 5D5.25-6 2x4 LAID FLAT ® Ib" O.G. ATTACH EA. END W (2) 5D5.25-5.5 BEAM d ALL WOOD USED TO CONSTRUCT THE BRACE TO BE APPEARANCE GRADE P.W. WALL SHEATH'& SIDING o/ BLDG. PAPER (SEE ELEVATION) II II LAP BLDG. PAPER o/ 65M FLASHING 1 4- MIN. 65M FLA5HIN6 LJ SEALANT 5/4xb TRIM BOARD o/ 51-06. PAPER Al NOTCH ® BOTTOM TO--- SEALANT ACCEPT SIDING EXTEND BLDG. PAPER UP BEHIND 65M FLASHING SIDING o/ BLDG. PAPER (SEE ELEVATION) BELLY SANfl 51VIN6 DETAIL SCALE: I"=1'-0" 15# FELT UNDER VALLEY FLASHING 5/4x8 BAR6E BOARD w/ Ix2 TRIM o/ Ix4 TRIM 8'46" SECOND FLOOR fE _ HEADER 7" EXP. HORIZ. BEVEL SIDING o/ FORTIF15ER BUILDING 5Y5TEM5 GROUP "JUMBO-TEX" BUILDING WRAP o/ AALL SHEATHING (TYPICAL AHERE SHOWN) SECOND FLOOR 5UB-FLOOR FIRST FLOOR T --------------------------------------------------- 12 12 4.5� �4.5 FT _J_ r___ L _j L - �-- E � � E -- LLL ------------ I ARCHITECTURAL GRADE COMPOSITION ROOF 5HIN&LE5 o/ -46" 055. 5HT6. w/ —INSTALLATION AND UNDERLAYMENT PER MFG'5. SPECIFICATIONS MAX. HEIGHT=EL. +25.0' 125.55' (EL.=420.379 ACTUAL HEIGHT=EL. 125.14' CONT. ALUM. 6UTTERS o/ Ixb PRIMED SPRUCE FACIA BOARDS 8'-111e" SECOND FLOOR_I i'-O" HEADER OPTIONAL WINDOW TRIM: 2xb HEAD / 5/4xb LE65 / 5/4xb BASE N1 2x3 LAID FLAT( ATOP. SLOPE TOP 5% MIN. AWAY FROM FROM HALL 8 GUT DRIP EDGE INTO BOTTOM FLASHING S GNTR. FLASHING. FIRE5TOP WALL ALON6 ROOF LINE HOLD FA5CIA/5AR6E BOARDS DOFF HALL SHEATH'! 1/2" (TYP) SECOND FLOOR SUS -FLOOR EL.=110.85' - - (EL.=407.67') g'4/a" FIRST FLOOR fE b'-O" HEADER 2x6 HEAD 8'-0" HEADER 5/4x10 BAND w/ 2x3 LAID FLAT ATOP. SLOPE TOP 5% MIN. AWAY F7 i i i i FROM WALL $ GUT DRIP EDGEAll INTO BOTTOM -FLASH o/ TOP 5/4x4-5/4x3 CORNER BOARDS (TYPICAL REAR/SIDE ELEV'S) I IE E X TEMP. TEMP.----------- 6LA55 GLA55 TEMP. TEMP. TEMP. TEMP. GLASS 6LA55 !LASS !LASS FIRST FLOOR SUB -FLOOR EL.=100.18' FIR5T FLOOR SUB -FLOOR — — (EL.=3117.00') -- -- -- -- -- -- — -- — -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- L —L---- L�=J---L—�------- L�=J------------��J--------------------------------------AVERAGE&RAVEF_L.=98.55' — — — — — — — — — — — — — — — — — — — — — — — FOUNFATION VENTS PER PLAN — — — — — — — — — — — — — — — — — — — — — — — — — — — — - 3.5:12 SMOOTH FACE GEM. BOARD 12 12 o/ FORTIFIBER BUILDIN6 SYSTEMS GROUP "JUMBO-TEX" BUILDING WRAP o/ WALL SHEATHING w/ Ix3 BATTS ® 12" O.G. (TYPICAL WHERE SHORN) 646" 5EGOND FLOOR fE -® HEADER — — — — — E3A7 HEADER ONL"r I 1 -1 I L- — — — — — �A�H WIND®W ONLY\ �r_ I �_� � t F ___1 I Hk � fl E FLASHING 8 GNTR. FLASHING. FIRESTOP WALL ALON6 ROOF LINE SECOND FLOOR 5U5-FLOOR 12 q'4%8" FIRST FLOOR 4.51 a'-O" HEADER -I1-011 HEADER - - - - - 5" EXP. HORIZ. BEVEL SIDING o/ FORTIF15ER BUILDING SYSTEMS GROUP "JUMBO-TEX" BUILDING WRAP o/ AALL SHEATHING (TYPICAL AHERE SHOWN) MITER CORNER ® BEVEL SIDING LOCATIONS ONLY FIR5T FLOOR 5UB-FLOOR 2X5 BAND F FF 2'-0" ------ ------ ------ -------------- F7_FF I FT F- cD w 0 EO CV V N 5CALE:1/4" = -0" REAR ELEVATION TYPE "A" ARCHITECTURAL GRADE COMPOSITION ROOF SHINGLES o/ Tfb" 055. 5HT6. W INSTALLATION AND UNDERLAYMENT PER MF&'S. SPECIFICATIONS 15# FELT UNDER VALLEY FLASHING MAX. HEI6HT=EL. +25.0' 123.55' — — — — — — — — — — — — — — — — — — — — — — ----(L.=420.3"f--* ACTUAL HEIGHT=EL. 123.14' (EL.=411IA59 4.5:12 5/4x6 BAR6E BOARD w/ Ix2 TRIM o/ Ix4 TRIM 8'-%" SECOND FLOOR fE u f-O HEADER 7" EXP. HORIZ. BEVEL SIDIN6 o/ FORTIFIBER BUILDING SYSTEMS GROUP "JUMBO-TEX" BUILDING WRAP o/ AALL SHEATHING (TYPICAL WHERE SHOWN) 5/4x10 BAND W 2x3 LAID FLAT ATOP. SLOPE TOP 5% MIN. AWAY FROM WALL d OUT DRIP EDGE 4:12 INTO BOTTOM -FLASH o/ TOP CONT. ALUM. GUTTERS o/ Ixb PRIMED SPRUCE FACIA BOARDS - SECOND FLOOR SUB -FLOOR EL.=110.85' -- -- -- -- -- - (EL.=407.679 g'-I_%a" FIRST FLOC 8'-0" HEADER 2x6 HEAD 5/4xb LE65 OPTIONAL WINDOW TRIM: 2x6 HEAD / 5/4xb LE65 / 5/4xb BASE W 2x3 LAID FLAT e ATOP. SLOPE TOP 5% MIN. AWAY 1 FROM HALL # OUT DRIP EDGE INTO BOTTOM 5/4x4-5/4x3 CORNER BOARDS (TYPICAL REAR/51DE ELEV'S) FIR5T FLOOR 5UB-FLOOR EL.=100.18' (EL.=3g7.009 -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- _-------L=�J--------L=�J-----------L- -L-------------------------AVERA6E6RADEEL.=a8.55' (EL.=395.379 FOUNDATION VENTS PER PLAN 2 w J F- F- U V N 0 w a 0 04 N ENGINEERED BY: Malsam-Tsang Engine&g Job No.: 0186.2023.01.02 2018 International Residential Code W LL � z Lu Lu V) >0 LL 00 >Ln� _ a�a =�OO ==Z�F J J�ZU7 V 5Z WinF�wO �<F>>=U00 U, 0=Wz a=00 <C,Mn Wm�z0 rLnW�m<w- LL OU�zv� wOFOwwww >OaZ 2E >�� 3�cwa ULuLu ZLL �d zwz-00<M �,� U w < z w Z w rq K U=w.%<CO L) UE-Uw" Q F w °a = w w0 � m Z F W LWu�Clwz UOH5 mmWFWW 0= �wZ0�2aZW0W F.. UU)< 0wa �zz0 0E-0 w0a Lu >m �OONQYFW O'��in¢ dtj--z wom F WZ� »W QOU.. w¢�ma= CO <¢0z—w� LUZoLuUFFW~ F�m00�S3w0uF 0z63:w}�-w QwQZwMQzUm OwP iUO HZ¢Ce �wU)-�C�wcDno =zmOcnQ clLu Loll Wmu w�u- >�a OoO~¢ O _<LUnZZo0_WU'000 LLu ZL-LUU0w Fw r) LZ9w ) zuU)w�LLU=U wFwm¢Isa02: CL Lu L-u ASSOCIATES I McNAUGHTON S 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 2023 (C COPYRIGHT McNAUGHTON ASSOCIATES, Inc. 3874-12B RECEIVED Dec 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) ELEV. TYPE "A" I JOB NO. 23-032.23-026 DATE: November 16, 2023 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: 12/06/23 GARAGE FRONT 5CALE: l/4" = V-0" RIGHT ELEVATION TYPE "A" SHEET: 2 5 5:12 5'41a" 5EGOND FLOOR R. u -7 011 HEADER - - -- - 51-43/411 HEADER - - - - 1025 I �111 � M d I = I I 0�1.7410�h�as. _ _ I ■��■■� r� II. I ■1 1 � ■ 1 I 1 - 01.1 II II I I GL 55 I I 0 0 II II II � II 0 0 � G II II >= E � II II - fu FIR5T FLOOR 50-FLOORIL;J, FIRST FLOOR SUB -FLOOR I I ILL -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --J -- -- -- -- -- -- 4 51M. D1 OPTIONAL: 5"(WHETI0 5TONE VENEER PER PLAT SPEGIFIGATION5. IN5TALL PER MANUF. 5PEGIFIGATION5 8 IRG R703.12. IN5TALL o/ P.T. P.W. SHEATHING SCALE: I%'' = V-0n FRONT ELEVATION "A" STONE OPTION Q Ln N I r� 0 Q 0 I co ENGINEERED BY: Malsam-Tsang Engineer'g Job No.: 0186.2023.01.02 2018 International Residential Code Lu >� x5L, w w v z O LL p xw00.. ==00 wv)F-LLO W zmwmz p>2Va0QooF F-0w w m a- amain -i N m< w �-x Z p LL,F-a w 00df� -OW x 22zm 0020�LY >MI-n0>wa LuZLuZ) 0 � 00 zw �o�nFFvaiw Up= w 1' <2: Lu VwCL w—m LL aF-W w{ j W w z M.2MLu =LZ LL�m p F 0 O J O L~ m P LULU LU Ln �Ow ~Q�F-LOU' �Wz xF-p�w> LnZp�O� ZuI-wax zv�Lgm)Q LU 00OF-OF-pw L^z��`^� 0 F-¢0Od ZQZ COm�wOOm Z��VW10 QO.. 20 C zU 2:F- z600H3 zLF_ ui 3:wP3:00-�w zzw -}21mZ o}Zu LZ aU��z xFO}>-VO�aw�=H"O ln mmn}M a0p.pMVLL Q ��za00 ULw� v LU w0Ow�L0m �wu0�>Mo� pLu Zu) >wO�OP 2�ZLu wOm��wo jzOci F-�aaF-aL�o� ASSOCIATES McNAUGHTON u 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 2023 © COPYRIGHT McNAUGHTON ASSOCIATES, Inc. 3874-12B RECEIVED Dec 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) STONE OPTION ELEV. TYPE "A" JOB NO. 23-032.23-026 DATE: November 16, 2023 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: 12/06/23 GARAGE FRONT SHEET: 201 12'-0" 55'-0" 01 01 32'4" 23'-0" 5'-5%" 3'_3Y" 9'-6" 1'-2" 12'-7" 1'_0" 1'-92" 1' 6" 1,42„ 7_82., 6,_�11 6,_42I 70, I I 3 2 I III10 I I I W.G. 111 - Wu uAu \ [w/A] N -- --- MA o 6" ❑ 5'-b" VANITY J 13 lb V.T.O �T . 0 co D2 D4 CARPET © _ - v TYPr rr . _ II 1 H.S. 34"x60 O I a� q "GLG. m SHOWER 2468 cl 00 Zo �w/A� '� EN (XOX) SLIDE -BY _ m +� (XOX) oo � • 8'-0" HEAP - - - - - - - - - - 0 ACTIVE GLG. EGRESS 3060 S.H. IL 2468 2468 E&RE55 0/ d 5016 PIGT. FLR. BRK. LU LR. BRK. 12 v TEMP. 6LA55 - - - - � - - - - 8'-0" HEAD 7 IIOV _ (SEE ELEVATION) "' O ® 6-7" 6-0" 12 SD. IOOV ® Lu FACE 2468 5.V✓GMA ACTIVE - r - JUNIOR- - - - - - 2468 N �, dl M5TR. 5U I T 0 - 2x6 ;,MALL - o bxb P.T. POST WRAPPED d +8'-0" w �I CARPET 4„ 4„ 2668 �I q'-I" GLG. 2' 0" w/ 5/4"x w/ MITERED J� 10 R CORNERS o/ VAPOR C-o J D2 3 H cJz BARRIER-TYP. (5) PLACES c� „ D4 q'-I" GLG. V.T.O. iv (SEE ELEVATIONS) _ 5060 5.H. OI 14-9 56" VANITY - - ^ - _ _ 2040 S.H. _ _ _ _ _ _ _ _ _ in o E&RE55 0/ Y 01 5016 PIGT. ------------------------ 8'-O" HEAD r� I - - - �IL7sV. MI _ TEMP. 6LA55 INSUL. TO R-38 - c:r 8'-O" HEAD 4 INSUL. PER PLATE I "�a'MIR.I W.G. Ln (SEE ELEVATION) SPECIFICATIONS � o N 12 Iq H.B. 2x6 WALL � - +8'-O" +8'-O" "' 0 9_ X� GAS SOFFIT"GLG. w/� A o D4 FIREPL. ` 112" Ix6 T46 CEDAR 1676 PIGT. _CID SET BASE OF FIREPL. 4" 4" 9y2 - _ _ _ _ MATCH ENTRY L - +12" ABV. FIN. FLOOR DOOR DOOR HEAD 14 3060 ENTR 4" CORE, /�" TEMP. GLA55 FACE 13 c�� 6'-5 [6"[6 -0" 6' 1'-4" 4'-8' 6 7 (3 �Q VAULTED- z o N - - - - - - - - - - - - - - - - I rn rn IO m�iiO� DN. TO 5060 SLIDE -BY O r> GRADE 8'-0" HEAD - - - - - - - H.S. z I6i6 PIGT. `N 2-5TORY _ _ _ - _ MATCH ENTRY LINES OF SECOND 4' 0° 4' 0" DOOR HEAD FLOOR ABOVE TEMP. 6LA55 E&A - GTM. 1 5 2 s 4 5 6 7 8 OPTIONAL STONE VENEER +3 55" HNPRAIL PER PLAT SPECIFICATIONS 2C 0 o Ql, H.S. D2 D2 III "p RIP 4 IRG 703.12-5EE STONE q Q0 N 5060 PIGT. sl' OPTION ELEVATION1.0 8'-0" HEAD - - - - - - - q'-1 ° GLG. UP I-R ,' E 10" 1 d' 4' 52" 1 23' 0" 2' 0" C3 J II rn r, LANDING FIN. v t- FLOOR +5'-1/211 2668 C1 u~i ABOVE FIRST FLOOR FIN. FLR. OIQ OIQ OIQ 5060 SLIDE -BY IIOV IS 14 13 I II 10 HEAD - - - - - - - O n r cv r cv r 5D./0MA Q e 1'-6" q li 10V o 6 EL86T. En FIRST FLOOR HEAT - I - b LINES OF SECOND w w REGISTERS SHOWN FLOOR ABOVE 1L '' co W H � N ARE IN THE CEILING 7 g _0 5' 92" I `� 2'4" 3'6 Q 4 1 a`� D4 10 el DININC Qo �I m w4 / _+ �r - 2 8 �' 7 D4 FURR DN. 12" SEE FIRST FLOOR -w- _ D2 Li WALL PLAN FOR 2046 SKYLIGHT w/ STRUCT. COMPONENTS l 2044 FLAIRb OPEN'G 0MER D I CABINET LAYOUT PER - OI A N I Qr I/ I _ BUILDER SPECS c 2668 ENTRY 1 2-G� GARAGE III O O o F - 7 7 H.S. D2 ®r, 4" GONG. SLAB FLOOR OI - p o 5'-5" 9' 0" q'-I" GLG. °_° - 1 2868 SLOPE FLOOR 3 TO DOOR zl N -Xi ,H I /OUOOR LI�/ \ I 1'-0" T-0" 1'-0" d I --" ---- ---- J[�0 Z OPTION lN6/V SHOE CUBBIE5 BLO. 9 IIOV A ° �I�� O c; 00 0KEc1j - 3.1 - 6 I N p` tj EATI 6 BAR END o - - - - - - - - - - - - - - - PANEL STORAGE SHELVES 12050 SL. &L. DR. 3 2 QI _ i C1 �\ �w o - -8'-0" HEAD - - LINE OF 5015WR VAULT- - - - �I V r dl �i � �� d) TEMP. 6LA55 W� o - 2x4 FRAME WALL�B�LO. call 2 0 III x 13 OUT POO > i= �I EQ0.. EQ. III o �_ LIMING Q o ISLAND VENT =N SINK w/ LOOP REQ'D - D.W. -DISP. I i o SOFFIT GLG, PER KITCHEN - PLAT SPECIFICATIONS H•5• _ o = PANTRY / LT -I" GLG. M QI o----------------�- rII II - OPTIONAL GAS D.V. 36' RANGE 7 + - „ w/ HOOD q GLG. LACE. SET BASE _ Qo LINESFOUNDATION ----------------- ------ -\ - ABV. FIN. SURFACE -- = ULL HT. - - - - - - - - - - - - O STEM WALL BELOW +24" .� c� FIREPLACE. o - I� - - - - - UPPERS �i _ _ UPPERS G w/ SHELVES SHELVES WAL SINK a , , cv MICRO N w 00 14 H.B. 42"x36" Ip Ip �I GO G. 2 HEAT U Iq V Q v Q gT P PUMP Q 9 n IY o y w w .3y w0 1 v w w D4 110 410 �10 c0 V I dJ c11i0 cOV dJ 4'-4)/2" 1' 0" w 3'-0" MIN. 6'-8%" 66" 9'_0 4" 01 8 3' „ 4'_12" 3,_72„ 3' �� 2' 01, 8, 3" 5'_92" 01 FIRBT ol 22'-22" T-92" 5'-5" 17'-7° 30'-0" 23'-0" ol 3'-6" 5'-6" T-0" 53'-0" Z-0" 12'-0" 55'-0" FLOOR PLAN GENERAL NOTES FIRST FLOOR NOTES - TYPICAL EXTERIOR WALL CONSTRUCTION: SIDING PER PLAN o/ BLDG. PAPER (7# INTERWOVEN FELT) o/ "[/I6" 055 PLYWOOD SHEATH'& o/ 2x6 H.F. #2 STUDS @ 16" O.G. w/ R-2I (min) BATT IN5UL. w/ V.B. (UNLESS NOTED OTHERWISE). GARAGE WALL5 TO BE 2x4 H/F #2 5TUD5 @ 16" O.G. N.N.O.) - TYPICAL INTERIOR WALL CONSTRUCTION: 2x4 #2 H.F. STUDS @ I6"o.c. 2x6 #2 H.F. STUDS @ 16' O.G. @ BEARING WALL5 SUPPORTING TWO FLOORS AND ROOF LOADS. 1/2" GYPSUM BOARD EACH SIDE. (TYPICAL UNLESS NOTED). - STANDARD PLATE HEIGHT 15 q'-1%g" UNLESS NOTED OTHERWISE ON PLANS. (U.N.O.) - STANDARD HEADER HEIGHT 15 8'-0" AT FIRST FLOOR (U.N.0) - FIRE BLOCK ALL PLUMBING PENETRATIONS. - ALL HANGERS TO BE 5IMFWN OR EQUAL. - EXHAUST VENT5 TO HAVE A MAX. RUN OF 14'-0" w/ NO MORE THAN TWO 10* BENDS. IIOV INDICATES IIOV SMOKE PET. PER IRG SECT. R314 O INTERCONNECTED W BATTERY BACKUP "OR" S.D. WIRELESS INTERCONNECTION PER IRG 314. 110 INDICATES IIOV SMOKE PET. PER IRG SECT. R314 ® COMBINED W CARBON MONOXIDE ALARM PER R315. 5D1GMA INTERCONNECT w/ BATTERY BACKUP "OR" WIRELE55 INTERCONNECTION PER IRG IIOV HEAT DETECTOR w/ POWER SUPPLIED BY HOUSE WIRING O PER IRG R314.2.1, R314.2.3 AND R314.6 H.D. wINDIGATE5 50 GFM FAN VENT TO EXT PER IRG M1506 (SEE ELECTRICAL PLANS) V.T.O. # ) KEY NOTES I. RUPP ULTRA SERIES HYBRID ELECTRIC WATER HEATER MEETING STANDARDS FOR TEIR 3 OF NEEA'S ADVANCED WATER HEATING SPECIFICATIONS HIGH Err ICIENCY-3.55-3.-10 UEF SET WATER HEATER ON +IS" H. METAL PLATFORM. 2. AMERICAN STANDARD PLATINUM SERIES AIR -SOURCE HEAT PUMP w/ MINIMUM HSPF OF 11.0 SET UPON A 36"x36"x4"T. PAD. 3. R-21 INSULATION BETWEEN HOUSE 4 GARAGE. R-55 @ CEILING 4. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2-INCH (12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/5-INCH TYPE "X" ISM OR EG. WHERE THE SEPARATION 15 A FLOOR-GEILIN6 ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2" &AB OR EO. 5. SOLID GORE DOOR 15/s" THICK BTAN. HOUSE 4 GARAGE w/ SELF CLOSER DEVICE PER IRG R302.5.1 6. ELEV. OF FLOOR OR LAND'& I Y2" MAX (or -I 5/4" MAX FOR IN'5AING DR) BELOW THRESHOLD 15 REO'D FROM THE REOV EXIT DOOR. WHERE DOOR IS NOT THE REOV. EXIT DOOR A STAIRWAY OF 2 OR FEWER RISERS IS PERMITTED WHERE DOOR DOES NOT SWING o/ RISER. '7. VENT HOOD w/ LIGHT 4 100 GFM MIN. FAN TO EXT. 5. PROVIDE I" MIN. AIR GAP @ DISHWASHER q. MIN I5"x24" CRAWL ACCESS INSULATE TO R-55 AND WEATHER STRIP. 10. GUARDRAIL: 56" MIN. HIGH, DE516N 50 A5 A 4" MAX. SPHERE MAY NOT PA55 THROUGH. REQUIRED WHERE DROP 15 MORE THAN 50" TO FLOOR OR GRADE BELOW. COMPLY w/ IRG R312.1 4 R312.2. A 42" HI6H HALF WALL w/ M. GAP 15 5TANDARD--RAILING 15 OPTIONAL. II. 5TAIRWAY5/IRG R311.7: -STAIR TREADS AND RISERS: MAXIMUM RISER HEIGHT SHALL BE 7 5/4". MINIMUM TREAD DEPTH SHALL BE 10" TREADS W/ SOLID RISERS TO HAVE %" MIN. TO V4" MAX. NO51N6 OR 11" MINIMUM DEPTH. 4" SPHERE MAY NOT PA55 THRU OPEN R15ER5 -HANDRAIL READ. IF 4 OR MORE RISERS TO BE INSTALLED BETWEEN 34"-38" ABOVE NOSING 4 HAVE A V4"-2" VIA. &RIP CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT. RETURN ENDS TO WALL OR NEWEL. INSTALL 2x10 BLOCKING BETWEEN STUDS TO SUPPORT HANDRAIL BRACKETS. PER IRG R311.1-T -ENCLOSED USABLE SPACE UNDER STAIRS SHALL HAVE WALL5, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED BY THE USE OFY2' G.W.B. ON THE ENCLOSED 51DE IRG R302.-1 -A 6'-8" MIN. HEADROOM CLEARANCE 15 REQUIRV IRG R311.7.2 -FIRESTOP STAIRS AS PER IRG RbO2.8 12. EGRESS SASH SILLS +44" MAX. ABV. FIN. FLR. OPENING MIN: 20"W, 24"H, 5.'1 50. FT. MIN. AREA. EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE OPERATIONAL FROM INSIDE WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. R310.1.1 13. PROVIDE TEMPERED GLAZING PER IRG SECT. R305 14. DIRECT VENT GA5 FIREPLACE. INSTALL PER MFG'S SPEC, FIRE5TOP SURROUND, U.L. APPROV'D 4 LABEL'D - PROVIDE GLA55 DOORS. (IRG CHAP. 10 4 SECT RI006.6/W6EC R402.4.2) 16. -71)55 4 SHOWERS TO COMPLY w/ IRG SECT R301.2 TOILETS. 15" CLEAR SPACE READ. EACH 51DE FROM 4 OF TOILET 4 21" CLEAR SPACE REQUIRED IN FRONT. INSTALL 2x10 BLOCKING FOR TOWEL BARS UP 45" ABOVE FLOOR OR BELOW SILL HEIGHT IF AT WINDOW. INSTALL BLOCKING FOR T.P. HOLDERS. -SHOWER COMP. SIZE MIN 100 50.IN. 4 50" MIN HORIZ. DIM. 22" MIN. WIDTH SHOWER DOOR TO OPEN OUTWARD IF HINGED. 50" WIDE X 24" DEEP CLEAR SPACE REQUIRED OUTSIDE 5HOWER DOOR. ENCLOSURES TO BE 5AF. GLA55. TUB OR SHOWER CONTROL VALVES TO BE PRESSURE BALANCE OR THERMOSTATIC, MIXING TYPE. IRG P2-105.1 -PROVIDE SMOOTH, HARD, NON -ABSORBENT SURFACE o/ 1/2" "AONDERBOARD" OR EO. o/ GRADE "B" PAPER CVR'6 MEMBRANE TO A HEIGHT OF 'I6" MIN. ABOVE DRAIN INLET. VAPOR BARRIER NOT PERMITTED BEHIND W.P. GAB AT EXT. WALL. FIRE5TOP TUBS 4 SHOWERS PER Rb02.5 -I.-15 GPM SHOWER FLOA RE5TRIGTOR. I.6 GAL PER FLUSH MAX. -ENSURE SHOWERS COMPLY w/ UPC, 405.11 11. EXTERIOR HOSE BIE35: PROVIDE w/ NON -REMOVABLE BAGKFLOA PREVENTION DEVICES 4 FREEZE RESIST 20.5YNTHETIG STONE TO BE INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 4 IGG E5R-1364. WEEP 50REED (I502512.1.2, IRG R703.6.2.1) 4 OR GORE -COMPLYING FLASHING SHALL BE INSTALLED @ BOTTOM 4 ALL HORIZONTAL TERMINATION OF STONE VENEER @ EXTERIOR WALL5. WEEP HOLES PROVIDED @ 55" O.G. MAX. LOCATED IMMEDIATELY ABV. FLA5H'& 4 3/16" VIA MIN. (IRG R"103."1.6) RI&V, CORROSION RE515TANT FLA5HIN6 SHALL BE INSTALLED AT ALL WALL PENETRATIONS (PER 200 IBC/IRG) ® = HEAT REGISTER IN FLOOR -HOLD 6" OUT FROM EXTERIOR WALL "OR" 4" OUT FROM INTERIOR WALL. fi �� = TOE KICK HEAT REGISTER @ CABINET. NOTE: VERIFY ALL HEAT REC71STER LOCATIONS WITH MECHANICAL 5UB-CONTRACTOR AND SITE SUPER. PRIOR TO INSTALLATION TOILET PAPER TOWEL BAR HAND TOWEL RING D 15PEN5ER (PROVIDE (PROVIDE @ + I a " A.F.F. 50L I D BACK'G +46 ") 50L I D BAGK'6 +46 ") BUILDING AREA SUMMARY FIRST FLOOR LIVING AREA: 1,801 S.F. SECOND FLOOR LIVING AREA: 2,0"13 55% TOTAL LIVING AREA: 50'14 S.F. &ARA6E AREA: 5q4 S.F. COVERED PORCH AREA: 150 S.F. COVERED OUTDOOR LIVING AREA: 240 S.F. ENGINEERED BY: Malsam-Tsang Engine&g Job No.: 0186.2023.01.02 2018 International Residential Code w wuz o o ==z2H J J�Z,Luu z VwiFFp�wOF aaooFQoo 2 w COMZ0 ��w�m�w•L• oo¢uug >0Ln ozoo�� Q' Z J d Z w z 2 l n F lan W w m V a Z U z� U w w� OU Y-. 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SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) FIRST FLOOR JOB N0. 23-032.23-026 DATE: November 16, 2023 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: 12/06/23 GARAGE FRONT SHEET: WIDTH: 62'-0" W DEPTH: 6-1'-0" D 1'-6" 53'-0" 32'-0" 01 01 11'-7%" 4'_71l, 5 13" 6 -0)/2" 4'_8Y 2" 4'-52" 2 6" 2' 6„ o2„ 4,_1,Y2 1'-02' 2 511 2,_32„ I I N J 132 IL LL SET 6LA55 NEAR 0 0 � 13 r OUTSIDE EDGE OF 1/2 AALL TO 8050 SLIDE -BY Q K 1 1%.11yy I I i.. G�` IEET ` VAULTED I1oV I� LOFT q (XOX) - - - 0 J ® v CARPET E� CIF SD GMI = 6-1" GLG. 4' 32 6' 3 2 ACTIVE J. wI cfl Ip} 2468 IIOV r -- ---------- I�Iw i 5" 5.DJGMA QIII 11'-7%" I T-9 2" --------------- III 01 M �'1 OPEN TO M I I �II BELOW zI1 0 22 2868 FLR. - BRK. I `� n+II 2036 S.H. Q LAU I �1J I� CIO 1 _ _ 1'-0„ HEAD _ V.T.O. H.S. EQ. q � =NGLG. r------r- ---� 1 52" FACE I DRYER II WASHER I OPTIONAL BASE I _ - ------ - _ (V.T.0) jj j L4t 34" 38" HA ly 21 7-1V co Cl)UI.5TANDA SHELF LINENS LPL:0 II�N 0 0 5040 SLIDE -BY 1 T' I" 2 3 4 5 6 - 8 ----- BEDRM. #2 EGRESS CARPET +55" H. WALL L 12 8 -I GLG. FIRE5TOP 10 w/ AD. GAP ALL VOIDS F- 17T------------- (TYPICAL) OPEN TO S, 20" FLEX COLD AIR I a, RETURN, 10'-0" MAX. C/A25 BELOW AOL- 3 LENGTH IN ATTIC OV RETURN z �o , O7 D4 _ _ +34"-38" HANDRAIL GRIP - _ L------------------- -- e__ (�0 28651 L - - - - J +58" H. HALL w/ M. GAP EQ. L E 1' 9" \ to IIOV o W.I .G._F CARPET GAS Q oo O V-1" GLG. FURN % o M 2' 42" g" sD✓cMA IIOV + 26 ® m 5.DMA 40 L ff POLE 5 D O I10 II V 1z \D z L a 2lci >2. 5' aa A 'tu EQ. EQ. _-.1 10 BATH j I T-f c4 r� 6-62" 3'_72" T_6. Cl) � 5" CARPET w in w N CI 0121 V.T.O. iY - �I wU' � w>O" Ib 21'-0" +24" T c� 01 I zo LINE OF FIRST Ib I FLOOR BELOA AKIN& I I 5050 5.H. _ _ _ _ _ _ _ _ _ _ _ _ _ o B PER LDR. TEMP. 45LA55 CIS I 13 co +24" N N �y� II M 2040 PIGT. o _3 I _ l HEAD _ _ _ _ _ _ _ _ _ _ - - r` 6-0" a IIQ 2040 PIGT. -1'-0" HEAD - - - - - - - - - - - - - co II� )" 23'-0" - T-10 2" I I 19'-12" 2040 PIGT.- l'-0" HEAD ol II N E WALL I o cli COO I C? 1 F �j � MULLED UNIT: I - _ 3026 PIGT. ABOVE_ _ - - - - - - - - - - - - 2-1 5056 PIGT. (TEMP. 6L) 10'-V HEAD ABOVE } o Em N STAIR LANDING 13 QIQ Q N y c0 i- w q - o wiA OPTIONAL LINENS 12 13 77_4 I I 151 I --- EQ. . 4'-4" i N I EQ. EQ. LINENS 4'-4" MICRO _ N OPTIONAL BEV. GOOD - LINES OF FIRST FLOOR BELOA d w OPTIONAL �� SINK u 1 630 PIGT. _ 6'-8" HEAD _ OPTIONAL BAR W UPPERS J- -I d 71 FACE -4P I ui LINES OF SHED ROOF %I �ONUCJM. PER ELEVATIONS M 110V O CARPET I I I `V VAULTED ------------ LINE OF SCISSOR 80505LIDE-5Y_ + - b o - - - VAULT RIDGE l'-0" HEAD a, N I I EGRESS III I 12 III I I I III 11- J FACE N 1650 PIGT. _ 6'-8" HEAD nn it -JJ I a dy � olo � 12 I I 9'4" 9'-92" 19'-12" SECOND FLOOR PLAN SCALE: V4" _ I'-0" GENERAL NOTES SECOND FLOOR NOTES - TYPICAL EXTERIOR WALL CONSTRUCTION: SIDING PER PLAN o/ BLDG. PAPER (l# INTERWOVEN FELT) o/ l/I6" 055 PLYWOOD SHEATH'& o/ 2xb H.F. #2 STUDS @ 16" O.G. w/ R-21 (min) BATT IN5UL. w/ V.B. (UNLESS NOTED OTHERWISE). GARAGE AALL5 TO BE 2x4 H/F #2 5TUD5 @ 16" O.G. N.N.0) - TYPICAL INTERIOR WALL CONSTRUCTION: 2x4 #2 H.F. STUDS @ I6"o.c.. 2xb #2 H.F. STUDS @ 16" O.G. @ BEARING AALL5 SUPPORTING TWO FLOORS AND ROOF LOADS. 1/2" GYPSUM BOARD EACH SIDE. (TYPICAL UNLESS NOTED). - STANDARD PLATE HEIGHT 15 V-146" UNLESS NOTED OTHERWISE ON PLANS. (U.N.0) - STANDARD HEADER HEIGHT 15 l'-0" AT SECOND FLOOR N.N.0) - FIRE BLOCK ALL PLUMBING PENETRATIONS. - ALL HANGERS TO BE 51MFWN OR EQUAL. - EXHAUST VENTS TO HAVE A MAX. RUN OF W-O" W NO MORE THAN TWO 90° BENDS. IIOV INDICATES IIOV SMOKE PET. PER IRG SECT. R314 O INTERCONNECTED w/ BATTERY BACKUP "OR" 5.D. WIRELESS INTERCONNECTION PER IRG 514. IlOINDICATES IIOV SMOKE PET. PER IRG SECT. R3I4 ® COMBINED w/ CARBON MONOXIDE ALARM PER R315. SD/cMA INTERCONNECT w/ BATTERY BACKUP "OR" WIRELESS INTERCONNECTION PER IRG INDICATES 50 GFM FAN VENT TO EXT PER IRG M1506 TIE (SEE ELECTRICAL PLANS) V.T.O. O KEY NOTES 9. ATTIC ACCESS: 22"x30" MIN. OPENING-INSUL. 8 AEATHER5TRIP DOOR w/ 12" HIGH IN5UL. DAM 4 60" MIN. CLEAR HEADROOM. 10. GUARDRAIL: 56" MIN. HIGH, DESIGN 50 AS A 4" MAX. SPHERE MAY NOT PA55 THROU614. REQUIRED WHERE DROP 15 MORE THAN 50" TO FLOOR OR GRADE BELOA. COMPLY w/ IRG R312.1 d R312.2. A 3W HIGH HALF HALL w/ WD. GAP 15 STANDARD --RAILING 15 OPTIONAL. I I. STAIRWAYS/IRG R311.1: -STAIR TREADS AND RISERS: MAXIMUM RI5ER HEIGHT SHALL BE l %". MINIMUM TREAD DEPTH SHALL BE 10" TREADS A/ SOLID RISERS TO HAVE %/ MIN. TO IYa" MAX. N051N6 OR II" MINIMUM DEPTH. 4" SPHERE MAY NOT PA55 THRU OPEN RISERS -HANDRAIL READ. IF 4 OR MORE R15ERS TO BE INSTALLED BETWEEN 34"-38" ABOVE NOSING 8 HAVE A Y4"-2" VIA. GRIP CONTINUOUS FOR THE FULL LEN6TH OF THE FLIGHT. RETURN ENDS TO WALL OR NEWEL. INSTALL 2x10 BLOCKIN6 BETWEEN STUDS TO SUPPORT HANDRAIL BRACKETS. PER IRG R311.1.1 -ENCLOSED USABLE SPACE UNDER STAIRS SHALL HAVE WALL5, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED BY THE USE OFY2" 6.A.B. ON THE ENCLOSED SIDE IRG R302.1 -A 6-8" MIN. HEADROOM CLEARANCE 15 REQUIRED IRG R311.1.2 -FIRE5TOP STAIRS AS PER IRG 602.8 12. E&RESS SASH SILLS +44" MAX. ABV. FIN. FLR. OPENING MIN: 20"A, 24"H, 5.1 50. FT. MIN. AREA. EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE OPERATIONAL FROM INSIDE AITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. R310.1.4 13. PROVIDE TEMPERED GLAZING PER IRG SECT. R306 14. DIRECT VENT 6AS FIREPLACE. INSTALL PER MFG'S SPEC, FIRE5TOP SURROUND, U.L. APPROV'D 4 LABEL'D - PROVIDE GLA55 DOORS. (IRG CHAP. 10 4 SECT R1004) 16. -TUBS S SHOWERS TO COMPLY w/ IRG SECT R301.2 TOILETS. 15" CLEAR SPACE READ. EACH SIDE FROM t OF TOILET 8 21" CLEAR SPACE REQUIRED IN FRONT. INSTALL 2x10 BLOCKING FOR TOWEL BARS UP 48" ABOVE FLOOR OR BELOW SILL HEIGHT IF AT WINDOW. INSTALL BLOCKING FOR T.P. HOLDERS. -5HOAER COMP. 51ZF MIN 1100 50.IN. 8 50" MIN HORIZ. DIM. 22" MIN. AIDTH 5HOAER DOOR TO OPEN OUTWARD IF HINGED. 50" AIDE X 24" DEEP CLEAR SPACE REQUIRED OUTSIDE 5HOAER DOOR. ENCLOSURES TO BE SAF. 6LA55. TUB OR SHOWER CONTROL VALVES TO BE PRESSURE BALANCE OR THERMOSTATIC MIXING TYPE. IRG P2108.1 -PROVIDE SMOOTH, HARD, NON -ABSORBENT SURFACE o/ 1/2" "WONDERBOARD" OR EO. o/ GRADE "B" PAPER GVR'G MEMBRANE TO A HEIGHT OF '76" MIN. ABOVE DRAIN INLET. VAPOR BARRIER NOT PERMITTED BEHIND A.P. GWB AT EXT. WALL. FIRE5TOP TU55 8 SHOWERS PER R602.8 -I.15 GPM 5HOAER FLOA RE5TRICTOR. Ih GAL PER FLUSH MAX. -ENSURE SHOWERS COMPLY w/ UPC 408.4 22.DRYER: VENT DUCT SHALL BE OF SMOOTH METAL EXTENDING TO EXTERIOR w/ BACK DRAFT DAMPER PER I.R.G. AND U.M.G. SCREWS ALLOWER PER IRG 1502.4.2 25.POCKE7 DOORS TO HAVE GRASPABLE HARDWARE WHEN IN THE CLOSED POSITION PER IRG 325.4 26.50,000 BTU 95% EFFICIENT NATURAL GAS FURNACE: RHEEM R95PAO401317. MECHANICAL VENTILATION METHOD: WHOLE -HOUSE VENTILATION INTEGRATED AITH A FORGED AIR SYSTEM PER SHEET W5EG 8 IRG MI501.3.5. FRESH AIR DUCT 15 REQUIRED TO HAVE A FLOA TEST PER IRG SECTION MI501.3.5.1 SOUND 5UPPRE55 FURNACE CLOSET AS PER PLAT SPECS. 2-1. OPTIONAL SOUNDPROOFING @ BEDRM. WALL PER BUILDER SPECIFICATIONS. ® = HEAT REGISTER IN FLOOR -HOLD b" OUT FROM EXTERIOR WALL "OR" 4" OUT FROM INTERIOR WALL. fi = TOE KICK HEAT REGISTER @ CABINET. NOTE: VERIFY ALL HEAT REC715TER LOCATIONS WITH MECHANICAL 51,15-CONTRACTOR AND SITE SUPER. PRIOR TO INSTALLATION M❑ n _J,__ TOILET PAPER TOWEL BAR HAND TOWEL RING DISPENSER (PROVIDE (PROVIDE @ + 1 a" A.F.F. SOLID BACK'& +45 ") SOLID BACK'& +45 ") ENGINEERED BY: Malsam-Tsang Engine&g Job No.: 0186.2023.01.02 2018 International Residential Code Lu w Z O o >�a Lu = =w0 LCLI ==Z�F J JZV)U=,Z VwiF00�wOF a¢ooQLu Oo oo¢uug >�VFzo��uia Q Z J d Z W p V)F l¢i)w �awu<0 ¢zUZmU =ww� � U O F J Z W Z w U m F F W u��LL'z U0-owF- w mFw �2=Z=wu wViN00�m ¢ F¢in=wF jFOQo>_ n�'zzo¢>O�o wU>OO2(n¢ D pEniQ J_zz-wz-oOF� i¢nz om 0w�w ca =ci pOZzv7wU �Nz�p===0c ¢w �FzzQ= zO=��Fwv =opF2�H 3: in �Nw F W50POMD 00¢zC7�cn¢ m¢w¢ZZw cCFLn Frj a2:M0 Ln �owwNo wo �O �Ln¢ p >w nuwmzcn Fmwcl��'-'za b'w06zozoz pF9�w�Fn g_ZUF�a000 w U U > _ ijVw=��V wow>w��Fz w0m¢ Lw0 Fraow t 02: ASSOCIATES McNAUGHTON 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 I2023 © COPYRIGHT I McNAUGHTON ASSOCIATES, Inc. • to RECEIVED Dec 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) SECOND FLOOR JOB NO. 23-032.23-026 DATE: November 16, 2023 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: 12/06/23 GARAGE FRONT SHEET: 0 N 1.0 12'-0" UNDER FLOOR DRAINAGE SYSTEM PROVIDED WHEN REQUIRED BY SOIL CONDITIONS - SEE SLOPE INDICATORS (IRC 405.1, TABLE 405.1, & UPC 1101.5 3-1/2" SLEEVE TIE INTO TIGHTLINE 10'-0" 9'-6 4" 32'-0" 12'-5%" 55'-0" -0" 5„ 5'-8Y2' 5'-6,Y2„ 10'-4" T-T 2'-9„ 01 6" SEWER SLEEVE AND 4" I I I WATER SLEEVE �I �I DOTTED LINES INDICATE WALLS w 00I 3 w FIELD VERIFY EXACT ABOVE I S3.1 I LOCATION. I I I 1 o o D1 0 � 23'-0" I °........ . .. ........ D8 T J �...� --------------- --- CD- - - - - - :..=::. EL4:....:.... � - - - - - o _ 1 i [TAti I I ........... CD 1 .... ..:.................... _ :..q . �a...l I 1 1 3 ....: .........................: :::::::::::::::::::::::: .... .�+ - 00 o --STHD1q.:: ......................: :1::::::::::::: .I �.� I 1...... I I D1 S3.1 w c� I 1 ��J L_J M I i•� I IF ANY PIER PAD HAS TO BE 6-0" I 1 1 o I ELEVATED ABOVE ORIGINAL I o 01 - - - - - - - - STHD1¢ '' I zo LOCATION USE 12" SONOTUBE zo 1 I TO EXTEND, THEN BACKFILL 1 I 1 PROVIDE PT �36 I - -1 r SLEEPERS AS N I �4+� �, I �+ I r - - - - - - 1 REQ'D FOR SIDING N - a' PRE-FAB GALV. METAL I ... .. .... .. .... .. .. .. ... .. .... N I I :. I TYP. WHEN REQ'D "' CRAWL SPACE WELL w/ I L J 1 I I 1 :° u nt 4" OF WASHED PEA I GRAVEL IN BOTTOM L - + _ J (TYPICAL) I - - - - - - - --STHD1q o I zo I .. 1 _ 0 10 2'-0" D1 S3.1 01 I D1 :z: TOP OF COFFIN PORCH co 1 1 �4�+TOP OF � - _........ I I 3 TYPICAL FOU D. WALL r36 al• -7 S3.1 (NOT RAISED FND. WALL ::................. .... ....1......... .. l @ PORCH) P FidU5 1 ...............................::.................. ........................ ............ 1 .. ...: TOP OF P RCH 1� - N - - - - �, BLO TOP - o 0 L--- J FOUND. WALL`@ v S3A D1 = 0 co .........::........i ................. I - _ HOUSE -SLOPE m TO FRONT ct 1 1 1 F�H 1 1I�4 :.. 1 1 - 4" CONC. SLAB o/ I24 I GRANULAR FILL +� GRADE - SLOPE AWAY FROM I IO ZI 1 01, 4 0 4 0 HOUSE LL! 1 1 O 5 6 -1 -1 D1 TYP. D1 D1 I q I I I N °° N o � ...,1 - � � 1�4 in I N 1 1 12 LI J I ............... . - � IZq�� s3. L----.... „ 1 ��+ 1 o 1 1 I S O EOPTi---- L J I VENEER I I ZN 1 F0 6� 4 o 1 z i 1.. L-- J 1 I 1 D1 23'-0" 2'-0" L. 1 �4 NV �0 : 6� M 1co PROVIDE PT SLEEPERS AS 1 I I �+....�.................... 1 s � L� 1....................... 1----------- m REQ'D FOR SIDING 1 TYP. WHEN REQ'D 1 1 L - - J I ...................................: ..... ... ORAYC SPACE _ w - - - JJ - - - - --STHD10 ,.. 1 = q I -Emil. POLYETHYLENE V.B. - - - - - - - - - - - - - - - - � _ THD14 _ 1 1 w/ 12" LAP AT SEAMS (BLACK) 1 1 0 0 2 I 1 - 18" MIN. CLEARANCE - 12" BM.'S z z @ I I D1 1 04 - R-38 INSULATION IN JST. SPACES I I I I L36 1 1 6'-1" 8 �a - _ _ $THD14 ° ' 1 �� (30 � oo � S3.1 1 I+....1..1 1 �0 1 8" WIDE RAISED I .... .. 1 1 STEMWALL w/ 4x MUDSILL PER 11/S3 1 �zl L I I 1z TOP OF COFFIN PORCH -`-STLiD1q q I r 1 1 BELOW TOP OF 1 Fp - � 1 10 -5" TYPICAL FOUND. WALL G,�RG + 1 1. (NOT RAISED FND. WALL @ PORCH) _ 1 10 1 1.::.:.: I I I w �4 +� 4r + -� I I 4" CONCRETE SLAB p J 0 IZ p ( 3 1 � I THD14 - - w/ FIBER MESH 1 a �.,, o/GRANULAR FILL 1 00 J i 1 1 SLOPE 3" TO o/HEAD 10 w 10 OUMOOiZ f - I I/ ��II I Y I L I GARAGE DOORS 1 0 L--- 30J...��.................................. I w 1- o I>_ 0 2 8 r q..'CO SLAB o/ - 1 o 1 `� f....... : I + 1 1 FILL & TAMP w/ HANDHELD Y I I I DEVICE WHERE REQUIRED = 1 1 } a o S3.1 D1 GRANULAR FILL w SLOPE AWAY FROM I I L_ J 1 1 3 3 1 1� HOUSE,I, 1 1 I - - -,... 00 I I : Tz4 . TOP OF CONC '1 BLO. - 1 1 \ F0 1 1 o9c I :..... I :+.... .............. o� I - L... 1 ...I :::::::: 1p I TOP OF FOUND. WALL @ HOUSE -SLOPE TO FRONT I 1. 1 9� I 8" WIDE RAISED I _ ��2 L -I J STEMWALL w/ 4x ? I 1 M i i 1 MUDSILL PER 11/S3.1 -ST010 : 1 �0 M $THD14 2 FOUND. I +�O I 1 1 1 r36 -- STHD1 _ - 1 1 VENTS 1 P 1 1 ;- 1 L -I : J o 1 1 TOP OF SLAB -1" BLO. TOP OF 1 THD14 - L M -�� - - - = - - - - - - _ - - - - - - o - --- --- ---� --- ---FOUND_-- WALL REAR OF GARAGE----- - - - - - - - - - - :T ........::................ _.: J _........................................... .. ............. .............................. 0 0 ai ai S3.16 12'-0" 10'-0" x I I 1 � w D1 I w m 3 I ml c0 S3.1 16-8%" 8'-0%" 11'-114" 30'-0" x y PROVIDE PT I SLEEPERS AS REQ'D FOR SIDING TYP. WHEN REQ'D 5-Y 8'-0%" 53'-0" 56-0" 42"x36" CONC. N 2 STOOP D1 ...................... I 8 S3.1 I 10'-4%" 6-Y I5' T- 1 QY2" T-1 161-0Y211 01 fmOUNPATION 12LAN SCALE: 1/4" = V-0" 23'-0" SEE SHEET S4.0 FOR SHEARWALL SCHEDULE AND NOTES 2'-0" GENERAL NOTES - FOUNDATION CONTRACTOR AND FIELD SUPERINTENDENT SHALL VERIFY THE LOCATION AND SPACING OF ANCHOR BOLTS AND HOLDOAN5 PRIOR TO POURING FOUNDATION. - ALL POSTS ARE 4x4 DF#2 OR 4x6 ® BEAM SPLICE UNLESS NOTED OTHERAISE. PROVIDE POSITIVE CONNECTION TO BEAMS AND FOOTIN65. USE 51MPWN P05T BASE (2)A34 w/ RAM5ET5 NAILS ® P05T UNLESS NOTED OTHERWISE. - FIELD GUT END, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED AOOD SHALL BE RETREATED IN THE FIELD IN ACCORDANCE WITH AAPA M4. IRC 51 1.1.1 - PROVIDE 1/2" AIRSPACE OR 30# FELT BETWEEN BEAMS, P05T5 AND PADS. - 1500psf A55UMED 501L BEARING PRESSURE FOR ALL FOOTINGS "OR" PER SOILS REPORT - #4 RE -BAR STUB STEEL ® ALL FLAT WORK LOCATIONS CAN BE INSTALLED AFTER FOOTINGS ARE POURED. INSURE 6"min. EMBEDMENT IN FOOTING AND EPDXY IN PLACE. - INSTALL Emil POLYETHYLENE OR VI5QUEEN BLACK VAPOR BARRIER THROUGHOUT CRAWL SPACES OVER EXPOSED GRADE. LAP ED6E5 12"min. ®SEAMS AND OVER INTERIOR/PERIMETER FOOTINGS. - HOLDOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION - STEP FOOTING PER SITE CONDITIONS. CONFIRM AITH SUPERINTENDENT ALL CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. - CONCRETE TO BE 5 SACK: FG=3,000 P51 ® 28 DAYS OR PER IRC, R402.2 - CONCRETE (5,000 P51 AIR ENTRAINED) CONCRETE BATCH TICKET OR DELIVERY RECEIPT FOR 5,000 PSI CONCRETE SHALL BE ON ON SITE FOR BUILDING INSPECTOR VERIFICATION AT INSPECTION. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LE55 THAN 5 PERCENT OR MORE THAN '7% PER IRC, TABLE R402.2 - REINFORCING STEEL TO BE ASTM A-615 GRADE 60 OR BETTER - MININMUM CONCRETE COVERAGE OF STEEL TO BE: 3" CLEAR ® BOTTOM OF FOOTINGS - PROVIDE 5/8"x-I" ANCHOR BOLTS PER PLAN OR 46" O.G. FOR MORE THAN TWO STORIES. LOCATE BOLTS BETWEEN 4V2" 4 12" FROM ENDS AND SPLICES OR PER 5HEARAALL 50HEDULE/NOTE5. - ALL LUMBER IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. - PROVIDE SOLID BLOCKING OVER SUPPORTS. - ALL SHEAR WALL FRAMING ANCHORS 4 HOLD DOWNS TO BE INSPECTED PRIOR TO COVERING. - PERIMETER DRAINAGE: PROVIDE CONTINUOUS 4" OR 6" (CONFIRM PER JURISDICTION) PERFORATED PERIMETER DRAIN IN GRANULAR FILL w/ FILTER FABRIC OVER FILL, ADJACENT TO FOOTING. REFER TO FOOTING DETAILS. - INSTALL FOOTING OR POSITIVE DRAINS TO CRAWL SPACE -.STORM DRAINAGE/DOWN51FOUT: PROVIDE 4" TIGHT DRAIN LINE REFER TO ROOF FRAMING AND FOUNDATION PLAN FOR DOWNSPOUT LOCATIONS. RUN TIGHT LINE TO DEVELOPMENT STORM WATER SYSTEM OR APPROVED DI5GHARGE. - ALL FTC. BASE TO BE IS" MIN. BELOW GRADE (TYP) - JOISTS, BE AND FOOTING PAD INSPECTION REQUIRED PRIOR TO INSTALLATION OF 5U5 FLR. - GRADE AT FOUNDATION HALL SHALL FALL AAAY A MINIMUM 6 INCHES WITHIN THE FIRST IO FEET. - PER 2018 UPC SECTION 315.12: RAT PROOFING 515.12.1 STRAINER PLATES ON DRAIN INLETS SHALL BE DESIGNED AND INSTALLED 50 THAT THE NO OPENING IS GREATER THAN 1,�" INCH IN THE LEA57 DIMENSION. - 513.12.2: METER BOXES SHALL BE CONSTRUCTED IN SUCH A MANNER THAT RATS CANNOT ENTER A BUILDING BY FOLLOWING THE SERVICE PIPES FROM THE BOX INTO THE BUILDING. - 515.12.5: IN OR ON BUILDING AHERE OPENINGS HAVE BEEN MADE IN A6,LL5, FLOORS OR CEILING FOR THE PASSAGE OF PIPES, SUCH OPENIN65 SHALL CLOSED AND PROTECTED BY THE INSTALLATION OF APPROVED METAL METAL COLLARS SECURELY FASTENED TO ADJOINING STRUCTURE. - 313.12.4: TUB WA5T'E OPENINGS IN FRAMED CONSTRUCTION TO CRAWL SPACES AT OR BELOW THE FIRST FLOOR SHALL BE PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS OR METAL SCREEN SECURELY FASTENED TO THE ADJOINING STRUCTURE AITH NO OPENINGS GREATER THAN V2" IN THE LEAST DIMENSION - SEE APPROPRIATE ROOF PLAN FOR DOWN5POUT LOCATIONS. ELEVATION "B" PORCH DRAWINGS SHOWN ON THI5 SHEET REFLECT ELEVATION TYPE "A" ONLY U.N.O. FOR ELEVATON "B" OPTION PLAN SEE SHEET 3.1 U KEY NOTES I • ELEV. OF FLOOR OR LAND'G 1 142" MAX (or -I 514" MAX FOR IN'SAING DR) BELOA THRESHOLD 15 REQ'D FROM THE REQ'D EXIT DOOR. AHERE DOOR 15 NOT THE REQ'D EXIT DOOR A STAIRWAY OF 2 OR FEWER RISERS IS PERMITTED AHERE DOOR DOES NOT SWING o/ RISER. 2015 IRO R311.3.1 2. 16"x8" SCREENED FND. VENT (TYP) 12" MIN. FROM STRUCTURAL HOLD DOWNS FOR HORIZONTAL FORGES. 3. PROVIDE #4 R/F 5AR5 ® IS" O.G. AT PORCH AND PATIO TYP. 4. BLOCK -OUT FOR FURNACE PLENUM VERIFY SIZE 4 LOCATION 5. DEPRESS FND. @ OPT. GARAGE MAN DR. FINI5H AIDTH + 5" 0-1" FOR A 2'-8" DR.) VERIFY SIZE 6 LOG'N 6. 2"x24" RIGID INSULATION (R-10 MIN. @ HEATED SPACES) FOOTING SCHEDULE r-� ® 8"T. x 18"W. x 18"W. CONC. POST FOOTING w/ (2)#4 R/F BARS EACH WAY @ BOT. L 18 J 7 ® wTING / (2)#4 R F BARS EACH WAY @ BOT. L 24 I- -1 I ® I 12"T. x 30"W. x 30"W. CONC. POST FTG. I I w/ (4) #4 EACH WAY BOTTOM L 30 J I 1 ® I 12"T. x 36"W. x 36"W. CONC. POST FTG. I I w/ (4) #4 EACH WAY BOTTOM L-36-J �---� 1 ® 1 12"T. x 42"W. x 42"W. CONC. POST FTG. i w/ (5) #4 EACH WAY BOTTOM L-42-J NOTE VERIFY TOFOGRAPH I G AND SUE35URFAGE CONDITIONS AND ADAFT FOUNDATION PLANS AGGORD I NGLT. 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SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) FOUNDATION JOB NO. 23-032.23-026 DATE: November 16, 2023 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: 12/06/23 GARAGE FRONT SHEET: 5 F�_ffl= Zvi tTHD14 $THD14 $THD14 I I STHD14 r-IRBT r-LOOR r-RAMIN&_ SCALE: 1/4" = V-0" SEE SHEET S4.0 FOR SHEARWALL SCHEDULE AND NOTES GENERAL NOTES - F : = : � INDICATES BEAMS -ALL BEAMS TO BE HF02 UNLESS NOTED OTHERWISE. - PROVIDE SOLID BLOCKING BELOW ALL BEARING WALLS AND POINTS. - PROVIDE DEL. JOISTS OR SOLID BLOCKING BELOW WALLS ABOVE. - FIRE BLOCK AT ALL PLUMBING PENETRATIONS - TYPICAL FLOOR CONSTRUCTION: 3/4" T86 APA RATED PLYWOOD 5U5FLOOR GLUED 4 NAILED OR GLUED 4 SCREWED o/ FLOOR JOISTS SIZED AND SPACED PER PLAN w/ R-55 BATT INSULATION w/ VAPOR BARRIER (AT GARAGE) OR PER BUILDING SEGTI ON SHT. - STRAP TIES TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS AND 112" FROM CORNERS. STRAPS THAT ARE EQUAL TO OR BETTER THAN THOSE GALLED OUT MAY BE USED UPON APPROVAL OF SUPERINTENDENT. - USE 51MP50N JOIST HANGERS OR EQUAL WHERE REQUIRED AS NOTED ON PLAN. (U.N.O.) - DOUBLE JOIST MEMBERS TO BE NAILED w/ 3 ROW5 OF IOd NAILS STAGGERED ® 16"o.C. - FASTENERS/IBC 2504.10.1 4 TABLE 2504.10.1 FASTENER REQUIREMENTS. CONNECTIONS FOR ROOD MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH APPROPRIATE METHODOLOGY IN SECTION 2501.2. THE NUMBER AND SIZE OF FASTENERS CONNECTING WOOD MEMBERS SHALL NOT BE LE55 THAN SET FORTH IN TABLE 2504.10.1 - FASTENERS/IRG R317.3.1 FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE- RETARDENT-TREATED WOOD SHALL BE OF HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER - FIRE BLOCKING/IRG R&02.5 OR R302.11 IN STUD WALLS AND PARTITIONS VERTICALLY AT CEILING 8 FLOOR LEVELS B HORIZ. AT 10' MAX. AT ALL INTERCONNECTIONS BETWEEN CONGEALED VERT. AND HORIZ. SPACES SUCH AS SOFFITS, DROPPED CEILINGS AND COVE CEILINGS. IN CONGEALED SPACES BETWEEN STAIR STRINGERS AND AT TOP # BOT OF RUN. - BEARING PARTITION SUPPORT IRG R502.4 JOISTS UNDER AND PARALLEL TO BEARING CONDITIONS SHALL BE OF ADEQUATE SIZE TO SUPPORT THE LOAD. DEL J575, SEPARATED TO PERMIT INSTALL'& OF PIPING, SHALL BE FULL DEPTH SOLID BLKED w/ 2x SOLID MATERIAL ® 45" MIN. BEARING PARTITIONS PERP. TO JOIST SHALL NOT BE OFFSET FROM SUPPORTS MORE THAN THE DEPTH OF JOISTS. - SUPPORT BEAM NOTES 1. SHALL BE SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS UNLESS DECAY RE515TANT OR PRESSURE TREATED ROOD 15 USED. 2. PEDESTALS SHALL PROJECT 6" MIN. ABOVE EARTH AND P MIN. ABOVE CONCRETE. 3. INDIVIDUAL CONCRETE OR MASONRY PI ER5 SHALL EXTEND 6" MIN. ABOVE EXPOSED GROUND. SOLID BLOCKING OVER SUPPORTS. 4. V2" MIN. AIR SPACE 15 REQUIRED AT TOP, SIDES AND BEAM ENDS ENTERING CONCRETE AALL5. 5. MULTILPLE JOI5T ARE LAM'D TOGETHER WITH IOd 12" O.G. STAGGERED TOP AND BOTTOM WITH 2-I0d EACH END. 6. A POSITIVE CONNECTION SHALL BE USED TO ENSURE AGAINST UPLIFT AND LATERAL DISPLACEMENT. IRG R502.11, R407.3 7. WOOD EXPOSED TO WEATHER TO BE PRESSURE TREATED OR HAVE NATURAL RESISTANCE TO DECAY. CANTILEVERED FLOOR JOISTS ABOVE, INSULATE AND SOFFIT. SUPPLY A CONTINUOUS VENT. - INTERIOR BEARING HALL: 2x4 HEM/FIR #2 STUDS ® 16" O.G. w/ DEL. TOP PLATE. LAP SPLICES 45". "OR.. 2x6 HEM/FIR #2 STUDS Q 16" O.G. w/ DBL. TOP PLATE. LAP SPLICES 48". e INDICATES POINT LOAD FROM ABOVE. FOUNDATION VENTILATION CALCS. CRAWL5PACE VENTILATION UNDER -FLOOR AREAS SHALL HAVE A NET AREA OF NOT LE55 THAN 1 50. FT. OF VENTILATION FOR EACH 150 50. FT. OF UNDER -FLOOR AREA. USING 16"x5" SCREENED VENTS PROVIDES 0.67 S.F. OF VENTING PER VENT UNIT. THE THE OPENINGS SHALL BE COVERED WITH CORROSION - RESISTANT AIRE MESH WITH THE LEAST DIMENSION BEING IA IRG SECTION R405 UNDER -FLOOR SPACE TOTAL CRAWL SPACE AREA (5cL. Ft): 1001 5GREEDED VENT AREA (5cL. Ft. w/ AREA REDUCTION): 0.67 CRAWL SPACE AREA DIVIDED BY 150: 12.10 �u <r -r I�. ENGINEERED BY: Malsam-Tsang Engine&g Job No.: 0186.2023.01.02 2018 International Residential Code W w u z ui Lu.0 w 20 >v2 = =w0pavw _= Z O H J J� Z In U 5 Z 'Lu nFOOw� ¢QOO�QOO 2 w m�z'-' LL�Ln w�m�w.�. ooa6ug >2"noWwa Q Z J d Z w 0 l n F Lo w = n 0 m V E Q Z U Z' U W 2 Ow� O Yp.O F J Z w ZILLU mHFw = Woo' �O�L� mFW �cc=z=WUO w V7 (n 0 K m Q H Q V1 = W F ��oo�> ��zoQ�o� MOwVQ>m Lou 00Q-W ,ZiJ_zz-oO�p��z wOm wQ0m0 mcey�>2= j 0z Zn��U�0==0c QO r. W ti ��zzQ= zz0=��~wv =OOH�� i0; �Nw F Lu P0Ln5 0o zC7wLo:¢ m¢wazzw ccFw0Qz Hu a�m242� �oww�o w0 00��Q 0 >cn2WmDcn ,>,Eu. '�¢ �d0OZOZOz OF9�wwF- gazu��aOno �zw=�oz �oz��paW= w�a��cnW 0inmQOHww(7 0 Lu U w 0 U > _ wVw>=��U wow>w��z w o m>¢w0 F Dd Q Fdl=LO� ASSOCIATES McNAUGHTON 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 STRUCTURAL CONTENTS ONLY I2023 © COPYRIGHT I McNAUGHTON ASSOCIATES, Inc. RECEIVED Dec 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) FIRST FLOOR FRAMING JOB NO. 23-032.23-026 DATE: November 16, 2023 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: 12/06/23 GARAGE FRONT SHEET: REQUIRED FOUNDATION VENTS: (REQU I RED AREA DIVIDED BY FND. VENT AREA) F-ffl= Zvi 0 N m 12'-0" 55'-0" WALL PLAN HEDULE AND NOTES GENERAL NOTES FIRST FLOOR NOTES - TYPICAL EXTERIOR HALL CONSTRUCTION: SIDING PER PLAN o/ BLDG. PAPER ('I# INTERWOVEN FELT) o/ "I/I6" 055 PLYWOOD SHEATHING o/ 2x6 HF#2 STUDS ® 16" O.G. A/ R-2I (min) BATT IN5UL. A/ V.B. (UNLESS NOTED OTHERWISE). GARAGE WALLS TO BE 2x6 HF#2 STUDS ® I6" O.G.(U.N.O.) - TYPICAL INTERIOR WALL CONSTRUCTION: 2x4 HF#2 STUDS ®I6"oz. 2x6 HF#2 STUDS ® 16" O.G. BEARING WALL5 SUPPORTING TWO FLOOR5 AND ROOF LOADS. I/2" GYPSUM BOARD EACH SIDE. (TYPICAL UNLE55 NOTED). - STANDARD PLATE HEIGHT 15 9'-14e" UNLE55 NOTED OTHERWISE ON PLANS. (U.N.0) - STANDARD HEADER HEIGHT 15 5'-0" AT FIRST FLOOR (U.N.0) ALL HEADERS NOT FULL WALL WIDTH TO BE INSULATED. - FIRE BLOCK ALL PLUMBING PENETRATIONS. - ALL HANGERS TO BE 5IMP50N OR EQUAL. - M DENOTES DEL. STUD P05T LAM'D TOGETHER A/ I0642) EACH END THEN 12" O.G. STAGGERED. (CARRIES LOAD FROM ABOVE.) 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SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) FIRST FLOOR WALL PLAN JOB NO. 23-032.23-026 DATE: November 16, 2023 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: 12/06/23 GARAGE FRONT SHEET: 7 0 3/4" T&G SHEATHING GLUED & SCREWED w/ #8 x 2-1/2" SCREW @ 6" O.C. ON EDGE & 12" O.C.— IN FIELD INSUL. TO R-38 & SOFFIT PER PLAT SPECIFICATIONS e8in SOLID LINES INDICATE WALLS BELOW ... . .:� : ::....::::.::.::::.::.::::.::.::::.::.::::.::.. -- DROPPED BEAM — — — --- N II III 3w III _jCn � III x~I lit iiU,Q t III �m I I u— C7 III Ou 00 111 III FA FA III 3 IIIS4.1 I ICI 2x4 FLAT BLOCKING @ 24" O.C. @ FLOOR SHTH'G KEEP THIS BAY CLEAR FOR MECHANICAL �I I .. ......................Z'=5 Z 6'=7. . ti Ln O W rn= �O NW W ------------- (n IF �z rn N ........;.............. J z m J V CS16 x 3'-0" 0o a BEAM TO BEAM CS16:x 3'-A" TOP CHORD TO TOP CHOR D.S. TRUSS .. ..HTS30C BEAM TO PLATE 3 FULL SUPPORT BELOW POINT LOADS FROM ABOVE UU -CS16 ........... CS16 x 3'-0" TIRPSS TOP.C.40M) TO TRUSS TOP C4H(jRD W � I 00 CS16 x X-0" I I BEAM TO TRUSS a. fl O �co II H l Wam II IICnWDim— M I I LL � x x I I 0 N um n r I. r I I m p 0Ni (2)2x4 POST _ LAND'G BM. I _ DN. TO FLOOR I z.. t) ~ SHEATHING LL0 V m 3m D.S. TRU CS16 1111 a N:IrI I I Q W :. �h N: C 6 wcn::�, .. I Jz:4.. II O D:W N :m III N of l 10 3 _ : 11 D4 AS4 LJ lJ �J-CS`16$ III III III III III III Q W m I l0.G III III III III III III III FRAME STAIR LANDING FIN. FLOOR +5'-7 3/4" ABOVE FIRST FLOOR FIN. FLOOR w/ 2x8 HEM/FIR #2 @ 16" O.C. w/ 2x8 HF#2 LEDGER w/ (3)10d @ 16" O.C. & EA. END. USE LUS HANGERS @ LAND'G U.N.O. 11 CHORD TO TOP CHORD CS16 x:3'-0" TOP 2 D2 DOTTED LINES INDICATE WALLS ABOVE BLOCK DIAPHRAGM - PROVIDE 2x4 FLAT BLOCKING w/ 8d AT 4" O.C. AT ALL PANEL EDGES AND 8d AT 20'-7%" 12" O.C. IN THE FIELD D.S. TRUSS TRUSS MANUFACTURER TO DESIGN TRUSS FOR A 2.2 KIP (SEISMIC) POINT LOAD AT HOLDOWN AND PROVIDE VERTICAL MEMBER TO RECIEVE HOLDOWN NAILS CV J �O @z — a CON J J Q U. U CO W } 00 CS16 Lu..................... CS16 co co co (0 rn co U 11 U U N N N VERT. HTS30C BEAM TO POST HANGERS PER TRUSS MANOR VERT. HTS30C BEAM TO POST SEGONI;) f=LOOR r-RAMIN6- SCALE: 1/4" = V-0" SEE SHEET S4.0 FOR SHEARWALL SCHEDULE AND NOTES GENERAL NOTES - Er.�.'-� INDICATES BEAM5-ALL BEAMS TO BE DF#2 UNLESS NOTED OTHERWISE. - PROVIDE SOLID BLOCKING BELOW ALL BEARING WALLS AND POINTS. - PROVIDE DBL. JOISTS OR SOLID BLOCKING BELOW WALLS ABOVE. - FIRE BLOCK AT ALL PLUMBING PENETRATIONS - TYPICAL FLOOR CONSTRUCTION: 3/4" T46 APA RATED PLYWOOD 5UBFLOOR GLUED 4 NAILED OR GLUED 4 SCREWED o/ FLOOR JOISTS SIZED AND SPACED PER PLAN w/ R-55 BATT INSULATION w/ VAPOR BARRIER (AT GARAGE) OR PER BUILDING SECTION 5HT. - STRAP TIES TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS AND Imo" FROM CORNERS. STRAPS THAT ARE EQUAL TO OR BETTER THAN TH05E GALLED OUT MAY BE USED UPON APPROVAL OF SUPERINTENDENT. - USE SIMPSON JOIST HANGERS OR EQUAL WHERE REQUIRED AS NOTED ON PLAN. (U.N.OJ - DOUBLE JOIST MEMBERS TO BE NAILED w/ 3 ROW5 OF 106 NAILS STAGGERED a I2"o.c. - FASTENERS/IBC 2504.10.1 4 TABLE 2504.10.1 FASTENER REQUIREMENTS. CONNECTIONS FOR WOOD MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH APPROPRIATE METHODOLOGY IN SECTION 2301.2. THE NUMBER AND SIZE OF FASTENERS CONNECTING WOOD MEMBERS SHALL NOT BE LE55 THAN SET FORTH IN TABLE 2504.10.1 - FASTENERSARC R5I-I.3.1 FASTENERS FOR PRE55URE PRESERVATIVE AND FIRE- RETARDENT-TREATED WOOD SHALL BE OF HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER - FIRE BLOCKIN&ARC R602.5 OR R302.II IN STUD WALLS AND PARTITIONS VERTICALLY AT CEILING 4 FLOOR LEVELS 4 HORIZ. AT 1O' MAX. AT ALL INTERCONNECTIONS BETWEEN CONGEALED VERT. AND HORIZ. SPACES SUCH AS SOFFITS, DROPPED CEILINGS AND COVE CEILINGS. IN CONGEALED SPACES BETWEEN STAIR STRINGERS AND AT TOP 4 BOT OF RUN. - BEARING PARTITION SUPPORT IRC R502.4 JOISTS UNDER AND PARALLEL TO BEARING CONDITIONS SHALL BE OF ADEQUATE SIZE TO SUPPORT THE LOAD. DBL J5T5, SEPARATED TO PERMIT INSTALLED OF PIPING, SHALL BE FULL DEPTH SOLID BLKED w/ 2x SOLID MATERIAL ® 4a" MIN. BEARING PARTITIONS PERP. TO JOIST SHALL NOT BE OFFSET FROM SUPPORTS MORE THAN THE DEPTH OF JOISTS. - SUPPORT BEAM NOTES I. A POSITIVE CONNECTION SHALL BE USED TO ENSURE AGAINST UPLIFT AND LATERAL DISPLACEMENT. IRO R502A 2. WOOD EXPOSED TO WEATHER TO BE PRESSURE TREATED OR HAVE NATURAL RESISTANCE TO DECAY. CANTILEVERED FLOOR JOISTS ABOVE, INSULATE AND SOFFIT. SUPPLY A CONTINUOUS VENT. - INTERIOR BEARING WALL: 2x4 HEM/FIR #2 STUDS • 16" O.G. w/ DBL. TOP PLATE. LAP SPLICES 24". 110R11 2x6 HEM/FIR #2 STUDS ® 16" O.G. w/ DBL. TOP PLATE. LAP SPLICES 24". - m DENOTES DBL. STUD POST LAM'D TOGETHER w/ I Od-(2) EACH END THEN 12" O.G. STAGGERED. (CARRIES LOAD FROM ABOVE) - DARKER SHADED KALL5 INDICATE BEARING WALL5 INDICATES POINT LOAD FROM ABOVE. D.S. = DRAG STRUT - NAIL w/ 8d @ 4" O.C. 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RECEIVED Dec 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) SECOND FLOOR FRAMING JOB NO. 23-032.23-026 DATE: November 16, 2023 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: 12/06/23 GARAGE FRONT SHEET: 8 co 0 N 1'-6" SW4 o NO HDR. REQ'D SPAN OPENING END TRUSS TO 0 N O CV LO 10 q FACE r— I�— — — — — — — — — — — — — II II II II II II II II II 16'-9" Imo\ � x L� \� 4'-112" 32'-0" 4'-0" 8'-�/2le 1'-4 2". 4'-12" END TRUSS TO SPAN OPENING NO HDR. REQ'D SW4 3-1/Zx9 GLB rn rn 16-10" 4'-0" SW4 0 0 I I I I I III I II 2'-82" 1'-6" 1'-6Y2" END TRUSS TO SPAN OPENING NO HDR. REQ'D I 16 I J ow >> ~0 co m (D Q x N 00 0 Z J (n J 0 J �Zm �T 0 Z 0- 0(0 J Q m HORIZ. CS16 DIRECTLY ABOVE AND BELOW OPENING PER 11/S4.0 23'-0" wa N I I g °6 9'-2Y201 " a= O11-- G x 6" SDWS SCREWS !4" O.C. THRU DBL. STUD; POST - (4) SCREWS MIN. (2)2x8 5'-0" v ?� o (� Cl) m- V F+G N TYPICAL EXTERIOR WALLS TO BE SW6 SHEARWALL UNLESS NOTED OTHERWISE 8'-10" — — 3-1/2x9 GLIB — — ALIGN PANEL EDGE NAILED HOLDOWN STUDS ABOVE G.T. BELOW. BREAK BOT. PLATE FOR HOLDOWN STRAP 3-1/2x9 GLIB 8'-0" 5'-92" 12 D1 II s+ CS16 71— END TRUSS TO I I I I I SPAN OPENING NO HDR. REQ'D I I I I I II II I — — — — — I I I I I s II II roAs�� I I I I I 9ti � II II I ors II II I �h 11— J ---------------- f`r° SW4 `—°j rn rn 5'-92" O o Q M 0 O N 10 O co ch M O 9, 6 N 0 co SECOND r-LOOR HALL PLAN SCALE: 1/4" = V-0" SEE SHEET S4.0 FOR SHEARWALL SCHEDULE AND NOTES GENERAL NOTES SECOND FLOOR NOTES - TYPICAL EXTERIOR WALL CONSTRUCTION: SIDING PER PLAN o/ E1-D6. PAPER (7# INTERWOVEN FELT) o/ 7/I6" 055 PLYWOOD 5HEATHIN6 o/ 2x6 HF#2 STUDS ® 16" O.G. W R-2I (min) BATT INSUL. W V.B. (UNLESS NOTES OTHERWISE). GARAGE WALL5 TO BE 2x6 H/F #2 STUDS ® 16" O.C.(U.N.0) - TYPICAL INTERIOR WALL CONSTRUCTION: 2x4 HF#2 STUDS ® 16"o.c. 2x6 HF#2 STUDS ® 16" O.G. BEARIN6 HALLS SUPPORTIN6 TWO FLOORS AND ROOF LOADS. 1/2" 6YP5UM BOARD EACH SIDE. (TYPICAL UNLE55 NOTED). - STANDARD PLATE HEIGHT 15 UNLESS NOTED OTHERWISE ON PLANS. (U.N.0) - STANDARD HEADER HEI6HT 15 7'-0" AT SECOND FLOOR (U.N.O.) ALL HEADERS NOT FULL HALL WIDTH TO BE INSULATED. - FIRE BLOCK ALL PLUMBING PENETRATIONS. - ALL HAN&ER5 TO BE 51MP50N OR EQUAL. - M DENOTES DEL. STUD P05T LAM'D TOGETHER W I0d-(2) EACH END THEN 12" O.G. 5TA66ERED. (CARRIES LOAD FROM ABOVE) - DARKER SHADED WALL5 INDICATE 5EARIN6 WALL5 ENGINEERED BY: Malsam-Tsang Engine&g Job No.: 0186.2023.01.02 2018 International Residential Code w w'2 o o >�a = =w0pavC' _ zZOH J J ZInU Z vw) 00=w2: a¢oo�Qoo oo¢bug >2"n0W>�uia ozZ)r0oZ� Q Z J d Z w 0 l n F la/ 7 w ggw�m V� ¢WEUZ WU UJ� w� OV Yp.�O g_-. u w�2 wzwVmHFw a �w.-�.. xwo w u��wZ Uu4O�Ow� H""IS mPw �cc==wUp Lunnui rrm ¢ HZ¢in=wF -�Lu O~pLu> ��z0-0 wV¢>DOOpz=p m��Q �¢� "n _p�Lz, Zwa�pO w¢2m0U �2 > to pZ== 0w�m=� vc00Z�Lu— ci z2zn�> �in ~ �=00�zz�= 0awF�N� ¢w wODpPOMD oozzu'):m¢w¢ZZw CcFU =j wm"�0."C-oaZ6O a >nVwM=)<,mEUzAEa Ob-0ozooz Fgz009�wC,00 ZLu �zuwwzOQp w�nw Hww' Lu �w �� UpiZw zV=QwijFwOmw0a¢aO2: Lu ASSOCIATES McNAUGHTON 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 STRUCTURAL CONTENTS ONLY 2023 © COPYRIGHT McNAUGHTON ASSOCIATES, Inc. RECEIVED Dec 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) SECOND FLOOR WALL PLAN JOB NO. 23-032.23-026 DATE: November 16, 2023 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: 12/06/23 GARAGE FRONT SHEET: 9 B 11 8 4 T2A D3 8 4 2 TRUSS TO GIRDER CONN. w/ METAL HANGER SIZE TO 4 BE DETERMINED BY TRUSS 1 D3 MANUFACTURER D3 D.S. GABLE w/ 12" RAKE D.S. I GABLE END TRUSS -TRUSS TO SPAN WINDOW OPE ING vi Ui pC J, Ci G COMMON -4 �., U) O Z O 8' 4" 2' 6" It cjl J CO Z o al 4 1 --- --- /FRAM' w to �l _ 01 I I COMMON 12 D3 / j X \ 4.2 D3 RIDGE I ZI COMMON Z ZI 22"x30" ATTIC ACCESS (4) .� w a HTS30C °N TRUSS TO PLATE Z Y <CM z o a OI cn 3 aLu I �. J (a d' O I o U) rn O �I �I STUB TRUSSES 0 w BACKFOR IN -SET GIRDER a O N HTS30C TRUSS TO PLATE - SOLID SUPPORT BLO. ALL GIRDERS TYPICAL THRU-OUT Clril 5"xx5" PARTIAL SCISSOR ARTIAL SCISSOR RAM_' PARTIAL SCISSOR P AL SCISSOR IAL SC y SSOR I JP PARTIAL SCISSOR I PARTIAL SCISSOR PARTIAL SCISSOR SCIS MSTRI RIDG5 R VAULT o/ SUITE -CENTER ON ROOM �J 05 `I • II. LJ LJ I ■_�\_ II I ■�® �� 11 I ■ F� LjS1 TRUSS TO PLATE lJ • • • • 0 M. COMMON L LA GIKUt ' I U GIKUtK GUNN. w/ SIM 11 . THA-HANGER SIZE TO BE DE ERMINED BY TRUSS COMM p 5"x5" IGIRDER-TRUSS-9-PEY)`-`-`-`-`-7_ _7 _-_-_ __- I II MONO S 2 LOW I 10 MONO D3 LOW I - MONO 12" RAKE MONO I I STUBBED TO CHORD BRG. MONO IV0 hJ STUBBED Lu � 3.5�12 3 STUBBED 4 II LOW 3 D3 D.S. TO GUTTER BLO. STUBBED I I D.S. STUBBED I -- I - - - I STUBBED 2040 SKYLIGHT w/ I STUBBED 2044 FLAIRED OPENING I STUBBED V I V 4'-0" I / \ 14'-0" I / STUBBED I RIDGE II ARS28 ROOF TIE _ STUBBED OFFANCHOR- INSTALL & BLOCK PER MANUFACT. STUBBED (3) TOTAL 11 D4 SIM. SKYLT. 1 III w � D i- r 3 w J J m m Q Q I I f I I It co U w co co U v w co 0 U LOW 11 III STUBBED D3 5 Ix co U) U I O STUBBED w4.2 co 0 U IIU STUBBED p �. GABLE END TRUSS L I 11 I GABLE w/ 12" RAKE D.S. 3 LOW D3 4 8 D3 LJ 10 Y 13 BAY WINDOW D3 D4 ROOF BELOW 4 8 D3 4.2 HIGH D.S. TO ROOF BELOW 10%0" COR-A-VENT ROOF TO WALL VENT 5 y 9 D3 AS4. _ ----- • •D BRG. MONO I Q D.S. TO ROOF ��1r1►�i i� - • �� I� I:� ii�il�l I�I�■ IP20 4 w c DIRECT VENT TO 0 REAR SIDE OF ROOF LLO J42 WHEREVER POSSIBLE w U Q LL 19'-4" ER TO WALL SOLID B CK WALL BEHINDS RAP FOR NAILING FRAME 2x¢ PONY STUB TRUSSES o/ TOP OF GIRDER BACK FOR TRUSS & II SUL. TO IN-,5ET GIRDER 21 PER 1IV.S.E.C. M RIDGE II II Tm�:w II III IMMAGINARY PLATE 12 PLATE LINE FOR ?x1? l 13.5 TRUSS PATTERN 0p CHORD SECOND FLOOR TOP PLATE T--T� ,1 GIRDER TRUSS - PER PLAN PONY WALL FRAMED o/ GIDER BEYOND N M 6'-3%„ 41-011 Alt 01 10'-3%„ V-6„ T1�U55 � I AG1�M "A" TRUSS MANUFACTURER TO VERIFY DIAGRAM 4 S4.2 1 D3 '10' IM ,S4.2 LOW HIGH 8 SCISSOR VAULT o/ S4.2 BONUS RM.-CENTER 4 RIDGE ON ROOM D3, G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CO CO V) V) CO y y y y y y N N y 0 0 o U) U) U) U) U) U) U) T ° 011 U)II I TRUSS MANUFACTURER TO -J DESIGN TRUSS TO TRANSFER 3.6k LATERALLY BETWEEN THE TOP AND BOTTOM CHORDS D.S. 9 TYPICAL TRUSS TO TOP PLATE D3 CONNECTION w/ SIMPS. 1 H2.5A CLIP EA. TRUSS H2.5A EACH SIDE OF D3 MULTIPLE TRUSSES 4 4.2 33'-8" D.S. 11 12" RAKE --- D.S. -- II I r I I I I� I LOW C I I I 3 4 I r D3 S4.2 5: I Ir I SHED ROOF BELOW: PRE-FAB MONO TRUSSES @ 24" O.C. w/ 18" OVER HANG rZ C7 Z I Lo 0- 1 DO � Z 47 LO w a --- �/ 12" RAKE I I R00r- FRAMING PLAN "All SCALE: 1/4" = V-0" NOTE: ROOF TRUSSES TO BE SPACED @ 24" O.C. TYP. GENERAL NOTES TRUSS NOTES - TRUSS LAYOUT TO BE REVIEWED AND APPROVED BY 7RU55 MANUFACTURER PRIOR TO CONSTRUCTION. ALL CHANGES AND OR ADDITIONS TO THI5 PLAN MUST BE SUBMITTED AND APPROVED BY THE BUILDER OR THEIR REPRESENTATIVE PRIOR TO CONSTRUCTION. - FINAL TRUSS DESIGN SHALL BE PREPARED BY A REGISTERED STATE ENGINEER AND BE FABRICATED ONLY FROM PREPARED ENGINEER DRAWINGS. - TRUSS DE516N DRAWINGS, PREPARED IN COMPLIANCE W SECTION R502.11.1, SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION - NON -BEARING WALL5 SHOULD BE HELD DOWN FROM THE TRU55 BOTTOM CHORD WITH AN APPROVED FASTENER TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. FASTENER BY MF&.(SIMP5. STG OR EO.) - ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAMEWORK AND SUPPORTING WALLS SO AS TO FORM AN INTEGRAL PART OF THE WHOLE ROOF. TRUSSES SHALL HAVE JOINT5 WELL FITTED AND 5HALL HAVE ALL THE TEN51ON MEMBERS WELL TIGHTENED BEFORE ANY LOAD 15 PLACED UPON THE TRUSS. DIA60NAL AND SWAY BRACING SHALL BE USED TO BRACE ALL TRUSSES. - o/ FRAMING TO BE STEP TRUSSES ® 24" O.G. (VERIFY w/ TRU55 MANUFACTURER) - INSTALL 2x6 STRONG BACK ON TOP OF BOTTOM CHORD OF TRU55 ® MID -SPAN OR 1/3 POINTS FOR SPANS GREATER THAN 26-0" - ATTIC VENTING/IRC R606.1 I.E. 50% OF VENTED SPACE 15 ® EAVE 8 50% 15 AT LEAST V-O" ABOVE EAVE. VENTING BASED ON 1/500 UNLE55 NOTED OTHERWISE AT 1/150. - VENT USED ARE TYPICAL BIRD BLOCKS AT EAVE (EACH BAY) &ABLE END, 12"xl2" JACKS, OR CONTINUOUS RIDGE. - ALL VENTING BASED ON NET CLEARANCE OF "I5% - LOCATE DOWNSPOUTS PER 517E CONDITIONS - INSTALLATION OF ALL ROOFING AND WALL FLASHING TO BE PER INDUSTRY STANDARD AND THE 2015 I.R.G. CHAPTERS R103.4, R903.2 AND Rg05. ROOF CONSTRUCTION ASPHALTIC COMP051TION ROOFING PER PLAT SPECIFICATIONS o/ 15# INTERWOVEN FELT (ASPHALTIC COMPOSITION) o/ -1116" 0.5.5. SHEATHING o/ ROOF FRAMING PER PLAN W R-44min. INSULATION W VAPOR BARRIER w/ R-88min. INSULATION w/ VAPOR BARRIER ® VAULTED 0L6'S WHERE SINGLE JOIST/RAFTER FRAMING = ROOF VENT (.35 ScL. Ft. NET FREE AREA) �p = GUT -OUT TO ALLOW FOR FAN VENTING ("I"x"I" WHOLE HOUSE VENT - 5"x5" EXHAUST FAN) D.5. = DOWNSPOUT LOCATION PER 51TE CONDITIONS CE_I) (�) = ROOF TIE OFF ANCHOR D.S. = DRAG STRUT - NAIL 8d @ 4" O.C. THRU SHEATHING ENTIRE LENGTH OF MEMBER OVERHANGS (U.N.O.) I. 3.5:12 = IS" TYPICAL OVERHANG (U.N.0) 2. 4:12 = 18" TYPICAL OVERHANG (U.N.0) 3. 4.5:12 = 18" TYPICAL OVERHAN6 (U.N.0) 4. 6.5:12 = IOV2" TYPICAL OVERHANG N.N.0) 5. GABLE ENDS = 12" TYPICAL RAKE (U•N.0) TRU55 MANUF. TO VERIFY o/ HAN65 TO ENSURE 3.5:12 AND 6.5:12 OVERHAN65 MEET FLUSH WITH ONE ANOTHER. KEYNOTES I. G.I. GUTTER PAINTED. 2. DOWNSPOUT 3. DIRECTION INDICATOR OF ROOF SLOPE (DOWNHILL) 4. ATTIC ACCESS: 22"x30" MIN. OPENING-IN5UL. 8 WEATHERSTRIP DOOR w/ 12" HIGH IN5UL. DAM $ 50" MIN. CLEAR HEADROOM. ROOF VENT REQRMN'T-MAIN ATTIC 2015 I.R.G. CHAPTER 6 SECTION R806.2 - VENTILATION THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LE55 THAN I TO 150 OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT THE TOTAL AREA 15 PERMITTED TO BE REDUCED TO I TO 500, PROVIDED AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED NO MORE THAN 3 FEET (914MM) FROM PEAK OF ROOF UNLESS WALL OR FRAMIN6 WILL NOT PERMIT THE OPENIN6 w/ IN 3 FEET OF THE PEAK "AND" AT LEAST 3 FEET ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. AL50 ENSURE COMPLIANCE w/ IRG R506.3 AND RSO6.4 NET 50. IN. MIN. TOTAL REQUIRED (1/300): I,II-7 50. IN. NET (2,326 50. FT. OF ATTIC SPACE) INSTALL II ROOF VENTS x 50.0 50. IN. EA.= 550 50. IN. NET INSTALL 5 ROOF VENTS x 50.0 50. IN. EA.= 250 50. IN. NET INSTALL LOW w/ IN 5'-0" OF TOP PLATE AS 5HOAN INSTALL 48 VENT BLOCKS x i.0 50. IN. EA.= 336 50. IN. NET TOTAL NET FREE VENTILATION PROVIDED: 1,136 50. IN. ROOF VENT - PORCH ATTIC 2016 I.R.G. CHAPTER 8 SECTION RSO6.2 - VENTILATION NET 50. IN. MIN. TOTAL REQUIRED (1/150): 125 50. IN. NET (130 50. FT. OF ATTIC SPACE) INSTALL 10' GOR-A-VENT ROOF TO WALL = 85 50. IN. NET VENT x 8.5 50. IN. PER LINEAR FOOT INSTALL 1 VENT BLOCKS x 7.0 50. IN. EA.= 49 50. IN. NET TOTAL NET FREE VENTILATION PROVIDED: 154 50. IN. ROOF VENT - OUTDOOR LIVING ATTIC 2018 I.R.G. CHAPTER 8 SECTION R806.2 - VENTILATION NET 50. IN. MIN. TOTAL REQUIRED (1/300): 116 50. IN. NET (240 50. FT. OF ATTIC SPACE) INSTALL I ROOF VENTS x 50.0 50. IN. EA.= 50 50. IN. NET INSTALL 10 VENT BLOCKS x 7.0 50. IN. EA.= "IO 50. IN. NET TOTAL NET FREE VENTILATION PROVIDED: 120 50. IN. ROOF VENT - GARAGE ATTIC 2015 I.R.G. CHAPTER 6 SECTION R806.2 - VENTILATION NET 50. IN. MIN. TOTAL REQUIRED (1/300): 41 50. IN. NET (42 50. FT. OF ATTIC, SPACE) INSTALL 10 VENT BLOCKS x -1.0 50. IN. EA.= -10 50. IN. NET TOTAL NET FREE VENTILATION PROVIDED: -10 50. IN. 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SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) ROOF FRAMING TYPE 'A' JOB NO. 23-032.23-026 DATE: November 16, 2023 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: 12/06/23 GARAGE FRONT SHEET: 10 3.5:12 4 PRE- AB ROO 2 TRUS 8'4%6" SECOND FLOOR fE- - - - - _ - - - - - - - - - - -7 011 HEADER 1 / 22 6 10 S4.1 S4.2 D3 f 1 I � I SECOND FLOOR _SUB -FLOOR_ 12 4.5 EIR5T FLOOR fE R-4cf 15UL. ® IG R-55 VAULTED CL6'5 5 w 4.1 L — — _."e , , "�/ 51-011 HEADER BEAM PER PLAN BEAM R-38 GATT INSULATION PER PLAN TYP. ® FLOOR LOCATIONS c OVER UNHEATED AREAS 2—GAR 6ARA &E cv a c 4" GONG. SLAB FLOOR o/ 4" GRANDULAR FILL FIRST FLOOR 5UB-FLOOR R-38 III- - - MA" 4" TIGHT LINE - I11—II11 � I I 4" PERF. FTC. DRAIN = III II -1 II II LI tl FND. TO EEAR ON Ti=1 �I UNIVIST MED SOIL r// IWO PeF CAPACITY MIN "OR, FM SOILS REI�CRT Q3 X 3S33 / II II \ 12 S3. 10 MAX. HEIGHT=EL. +25.0' 125.55' ---------------------------------------------------(EL.=420.37j_ 12 ------------------------------------------------ 12 ACTUAL HEIGHT=EL. 123.14' 5.5 1 4 PRE-FAB ROOF D3 S4.2 TRUSSES ® 24" O.G. IRDER 5 _ 5'4/a° SECOND FLOOR fE -i'-O" HEADER 4 8 TH BMW #3 D3 S4.2 5 4:12 D4 SECOND FLOOR 5UB-FLOOR EL.=110.85' _ _ - - - - (EL_=40"1.6"I9 ZD I I BEAM v -PER PLAN 1'4/6" FIRST FLOOR F 8 '® HEADER `" i III BEAM PER PLAN 0o OUTDOOR ITC LIVING --- - -IT---I----- e 00 00 FF 6 I I o0 00 i ID41I F.J. 51ZE d SPACING PER 5TRUCT. 111 CAAAL SPACE ----------! t='==___� -_ _11 IS MIN. CLEARANCE-141 12" ® BEAMS 6 I ili MIL. VAPOR BARRIER 1 i1 1III=III=1 I 1=11 -' ' i I -1 11 1; III If / \ FIR5T FLOOR 5UB-FLOOR EL.=100.15' III 3 10 1 2 8 S3. D1 D1 S3. D1 cD w 0 CV 5CALE: ,/411 _ V-0II BUILDING SECTION "A"-ELEV. "A" MAX. HEIGHT=EL. +25.0' 123.55' (EL.=420.379 5 5:12 ACTUAL HEIGHT=EL. 123.14' 4 1 12 12 S4. D3 3'S PRE-FAB ROOF 3'S 4.5:12 TRUSSES ® 24" O.G. Ile 090 8'-I%8" SECOND FLOOR fE 5'4/6" SECOND FLOOR fE -7'-0" HEADER - - - - - - - - - - - -- - - - - - - - - R-44T INSUL ®ATTIC E E 4 R-38 ® VAULTED GLG'5 WHERE 51NCLE J015T/RAFTER FRAMING ;� IN L TR MASTER SUITE 5EGOND FLOOR 5UB-FLOOR _ 12_ _ _ _ _ _ _ _ L _ _ _ \ 5 - -/ 4S� r f O WEB a 1' '-O" HEADER - - - - - - - - - - - - - - -- -- -- -- - - - -- - - -- - Ile i'-®" HEADER _ - - - - - - - - - PER PLAN P PO HALL -ooIk - F I R5T FLOOR SUB -FLOOR fi 1IIIMI1I 1IM - - - - - - imrtll nlrtIMI 11� I I I I_I1 II III-1 III III1 11 III-1 11 III � "- ' I III1 I III -III I I-1 I I - III III_ =III 1= IIII IIII�- IIIII�I_I III I 'I. 1 III I 2 7 10 1 3 S3. D1 D1 D1 S3. 5 4:12 D4 g g cD N W D2 S4. SECOND FLOOR 5UB-FLOOR EL.=110.65 J (EL.=407.67) PER 1'4%8" FIRST FLOOR HEADER JUNIOR MASTER SUITE .J. SIZE 8 SPACING PER 5TRUCT. GROWL. SP GE 18' MIN. CLEARANCE 12" ® BEAM5 6 MIL. VAPOR BARRIER 12 S3. TFIR57 FLOOR 5UB-FLOOR EL.=100.15' R-38 — — — — — — — — — — — —I _I AVERAGE GRADE EL.=48.55' 4" TIGHT LINE 4" PERF. FTC. DRAIN FND TO BEAR ON STUBBED 501L w/ 1500 P5F CAPACITY MIN. "OR" 3 1 PER SOILS REPORT S3. D1 F- cD W 0 (V GENERAL NOTES ROOF: ASPHALTIC COMPOSITION ROOFING o/ 15# INTERWOVEN FELT (OR EEO) (PER PLAT SPECIFICATIONS) W/ INSTALLATION AND UNDERLAYMENT PER MFG'S SPEC'S o/ 7/I6" O.S.B. SHEATHING o/ ROOF FRAMING PER PLAN, OR PRE-FAB ROOF TRUSSES @ 24" O.G. TRUSSES TO BE DESIGNED AND STAMPED BY A STATE APPROVED TRUSS MANUFACTURER. W/ R-411 min. INSULATION W/ VAPOR BARRIER OR R-35 min. INSULATION AT VAULTED CEILING WHERE SINGLE JOIST/RAFTER FRAMING SECOND FLOOR WALLS. VERIFY w/ SUPER. SECOND FLOOR EXTERIOR WALL FRAMING TO BE FINGER JOINTED 2x6 HF#2 STUDS 24" O.G. ALIGNED W/ ROOF TRUSSES ABOVE "OR" SPACE @ 16" O.G. W/ R-21 BATT. INSULATION w/ VAPOR BARRIER W/ I/2" PLYWOOD SHEATHING ON OUTSIDE OF WALL 4 I5# FELT W/ 5I D I NG AS PER ELEVATION5 - I/2" G.W.B. ON INSIDE OF WALL. (U.N.O. PER PLAN.) SECOND FLOOR FRAMING: FINISH FLOORING o/ 3/4 T46 SHEATHING (O.S.B. OR EQUAL.) -SUB FLOOR GLUED AND NAILED TO FLOOR JOISTS, 5PAG I NG AND JOISTS AS PER PLAN. INSULATE TO R-55 BETWEEN JOISTS WHEN OVER UNCONDITIONED AIR SPACE (U.N.O. PER PLAN) FIRST FLOOR WALLS: FIRST FLOOR EXTERIOR WALL FRAMING TO BE 2x6 HF#2 STUDS @ 16" O.G. W/ R-21 BATT. INSULATION W/ VAPOR BARRIER W/ I/2" PLYWOOD SHEATHING ON OUTSIDE OF WALL 4 15# FELT W/ SI D 1 N6 AS PER ELEVATIONS - 1/2" G.W.B. ON INSIDE OF WALL. (U.N.O. PER PLAN.) FIRST FLOOR FRAMING: FINISH FLOORING o/ 5/4 T46, 5HEATHINCG (0.5.5. OR EQUAL.) -SUB FLOOR GLUED AND NAILED TO FLOOR JOISTS, 5PAG I NG AND JOISTS AS PER PLAN. INSULATE TO R-55 BETWEEN JO15T5 WHEN OVER UNCONDITIONED AIR SPACE (U.N.O. PER PLAN) GARAGE FLOOR SLAB: 4 CONCRETE SLAB WITH FIBER MESH o/ 4" COMPACTED GRANULAR FILL o/ a5% COMPACTED OR UNDISTURBED EARTH W/ EXPANSION CONTROL JOINTS @ 10' EA WAY CRAWL SPACE & FOUND: IS" MIN. CLEARANCE, 12" MIN. CLEARANCE BEAMS. PROVIDE 6 mil. BLACK VAPOR BARRIER 4 EXTEND UP FOUNDATION WALL TO MUD SILL W/ 12" MIN. LAP @ SEAMS. FOUNDATION: FOUNDATION TO BEAR ON UND 15TURBF-D SO 1 L W/ 1500 PSF MINIMUM GAPAG 1 TY "OR" PER SOILS REPORT. R406.1 CONCRETE AND MASONRY DAMPPROOF'G: EXCEPT WHERE REQU I RED BY SECTION R406.2 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM TOP OF THE FOOTING TO THE FINISHED GRADE. CEILINGS: GE I L I NCG5 TO BE 5/5" GYP. WALL BOARD WHERE FRAMING MEMBERS ARE SPACED AT 24" O.G. "OR" 1/2" G.W.B. WHERE MEMBERS ARE 5PAGED AT 16" O.G. GARAGE CEILING: (1) LAYERS OF 5/8" TYPE "X" G.W.B. BETWEEN GARAGE 4 HABITABLE ROOMS ABOVE. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE SUPPORTING STRUCTURE SHALL ALSO BE PROTECTED W/ 1/2" G.W.B. WINDOWS: VINYL WINDOWS AS PER FLOOR PLANS AND PLAT SPECIFICATIONS W/ .25 MAX. "U"-VALUE GENERAL: 1 • AT ALL GABLE END CONDITIONS: ALL PLYWOOD SHEAR PANELS MUST EXTEND CONTINUOUS FROM THE DIAPHRAGM U.N.O. THIS REQUIREMENT MAY BE ELIMINATED IF THE TRUSS MFR. PROI/IDE5 AN ADEQUATE SHEAR OR DRAG TRUSS IN THOSE LOCATIONS. THE ARCHITECT/DESIGNER AND STRUCTURAL ENGINEER SHALL BE NOTIFIED OF SUCH A DECISION AND BE PROVIDED WITH APPROPRIATE CALCULATIONS PRIOR TO THE START OF WORK. 2• WHEN A SHEAR WALL IS INDICATED ON THE DRAWINGS FOR A PORTION OF A WALL, THE REMAINING PORTION IN THE SAME PLANE SHALL BE SIMILARLY SHEATHED TO PROVIDE FOR A UNIFORM SURFACE. 3. INSTALLATION OF ALL ROOFING AND WALL FLASHING TO BE PER INDUSTRY STANDARD AND THE 2015 I.R.G. SECTIONS R703.4, Ra03.2, Ra05 AND Ra05.2.8.5 ENGINEERED BY: Malsam-Tsang Engine&g Job No.: 0186.2023.01.02 2018 International Residential Code W w z >° LL Oo _= Z C F J J Z to V 5 Z LU LnFRw3: u00 u,1—0Lu ¢xOOF¢0�n rLnW�mwwco '-' wLn LL OUiYZV� wOFw�>Ujw >�� 0�wa � V ¢ V=W,¢.¢[j U�,u8W KxX ¢F�w�� =wo�mzF� wu��wZ Ok OwO�� W ��2 Z2 W V x Lu 1w�OOW =2,F<In LuF. v=a-Owa Cezzo°oho zOQ>m �OpNQYFw Orn�JN¢ iJi1-jZWKd'�m w¢-zmax <¢OZ�w� a0v~io��}U oouwCO, �F � m¢2w—u- nZ¢E4� 81D�HwU >2co�9W-�iO 2Mn�a °avzumu F4-6a 00z0v,uC¢z gwQzo�Hw�nz'00 wa°Z�w2OwwH¢wO 0 WVw� ¢ w v xznW r0Vw=zw Qwij0mw0 Fw_a�FMO2:S=7 ASSOCIATES McNAUGHTON 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 2023 © COPYRIGHT McNAUGHTON ASSOCIATES, Inc. 3874-12B RECEIVED Dec 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) SECTIONS JOB NO. 23-032.23-026 DATE: November 16, 2023 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: 12/06/23 GARAGE FRONT SCALE: 11411 = ,'-/TII BUILDING SECTION "B"-ELEV. "A" SHEET: WATER -RESISTIVE BARRIER / FRAM I N6 FOUNDATI ON DIM. GONNEGTI ONS RE NFORG N6 FRAM I N6 FOUNDATION DIM. CONNECTIONS $ RE I NFORG I N6 7II 1105E SHEATH I N6 OR I FRAMING I$ FOUNDATION DIM. PER STRUCTURAL DETAILS PER SHEARWALL SCHEDULE / W o/ P I/2" TYPE "X" 6.A.5. IN INF N I NN COECTOS � REORCG .. R-21 INSULATION PER W.S.E.C. PER STRUCTURAL DETAILS 2x6 STUDS @ 16" O.G. 2x6 STUDS @ 16�� PER STRUCTURAL DETAILS O.G. FINISH PER ELEVATION / SHEATH'ADHERED MASONRY VENEER S AS REQ'D PER R-21 INSULATION PER W.S.E.G. 12D @ 6" O.G. SOLE PLATE 15# BLDG. PAPER OR LB SERIES HANGER INSTALLED PER MANUF. SPEG'S / s4 „ / T $ 6 / NAILING SHEARWALL SCHEDULE SHEATHING PER PLAN EXCEPT AS NOTED WATER -RESISTIVE BARRIER / 2x6 STUDS ©16" O.G. 4 IRG R703.12 FLOOR FRAMING ON SHEARWALL SCHEDULE 7/I6" 05B SHEATHING 3/4'' T $ 6 / FLOOR 4 GONG. SLAB �� FRAMING GLUED NAILED (2)LAYERS WATER RESISTIVE GLUED, NAILED P.T. MUD SILL 2x STUDS @ 16 O.G. 4 GONG. SLAB F INSUL. PER ED, NAILED P.T. MUD SILL PER BARRIER -LAP o/ WEEP SCREEN INSUL. PER W.S.E.C. 4" MIN. GRANULAR SEE S SHEETS FOR P.T. MUD SILL PER STRUCTURAL 4 MIN. GRANULAR FILL ,, (R-38 U.N.O.) STRUGT. (S.S.D.) MORTAR BED $ METAL LATH (R-38 U.N.O.) STRUCTURAL DETAILS FILL 6 MIL. BLACK V.B. = 4" GONG. SLAB TIGHT FIT a° III - z 6 MIL. BLACK V.B. 4" MIN. GRANULAR FILL SOLID BLOCK'S � �I I FINISH GRADE w Z I u ' TIGHT FIT SOLID 3/2 MIN. ATTACHMENT FLANGE LCIII AY FROM FND. _ 61I 6 MIL. BLACK V.B. @ WEEP SCREEN yI u SLOPE AW IP �o FINISH GRADE = z u II BLOCKING SET IL " 1 II ul SLOPE AWAY FROM FND. — — — — — _ II BACK 12" FROM WALL III 4" MIN. ADHERED LB HANGER a II III 11 �� u — _ _ _ _ _ III III III III III II' II ` ° VENEER TO GRADE 0 z 12 4 DIA. DOWNSPOUT li° III III III III -III, III ,III _III, III - -III - (2) LAYERS BLDS. PAPER u - II - P.T. MUD SILL —III II ° � a > II FINISHED GRADE X " -'' � "OR" (1) LAYER VIGOR SNUG 2 LAYERS BLDS. PAPER "OR" TISHTLINE TO Q — — — — — — II III- - X SEE STRUCTURAL DETAILS =SLOPE AWAY FROM HOUSE O a� APPRV D D I SGHAR6E II X a ° (I) LAYER VIGOR SNUG FIT o z o 4 D I A. DOWNSPOUT ¢ o FOR ADDITIONAL II FIT BTWN. JO I ST GONG. I - II - — °II III —I Z o -III—III II WEEP SCREEN w/ MIN. o/ LAP 4" D I A. DOWNSPOUT TISHTLINE M STEM WALL AND FTS. II TISHTLINE TO APPROVED o o �, "' II STEM WALL AND FTS. BTWN. JOIST I$ CONCRETE II - - _ 1 = - - :� BELOW TOP OF FOUNDATION II DAMP PROOFS WHERE `� AS PER PLAN -III !I� I -III- I�I,SGHAR6E II AS PER PLAN II II I, TO APPROVED DISCHARGE z STEM WALL AND FTC. REQUIRED STRUGT. DETAILS II III °ell ° �, DAMP PROOFS WHERE STRUGT. DETAILS STEM WALL AND FTS. o AS PER PLAN °II —III — z II - — II II II N I � a III I III I AS PER PLAN $ REQUIRED STRUGT. DETAILS °II W Q a a � _ _ ¢ II 6 MIL. "BLACK" V.B. �I _ _ III III Luz —I _ _ �° EXTEND TO MUD SILL STRUGT. DETAILS I I 6 MIL."BLACK"V.B., �°=J a - w J ° a 4 III �� ao o a —I EXTEND TO MUD SILLCfN 4 D I A. PERF. PIPE/PEA GRAVEL FTS. TO REST ON UND I ST. III — — I — FTS. TO REST ON UNDIST. II IIII IIII I -III III III II FTS. TO REST ON UNDIST. 4 DIA. PERF. PIPE PEA 6 AVE L FILL/WRAP w FILTER MEMBRANE 4 D I A. PERF. PIPE PEA GRAVEL SOI w 1500 PSF III IIIIIIIIIIII I- L / SO w 1500 PSF BEAR'G MIN. PER PLAN PER IRG 405.1 4 UPC 1101.5 REQMT'S SO 1 L w/ 1500 PSF BEARS MIN. PER CONNECTIONS I$ RE I NFORG I N6 _III- III FILL/WRAP w/ FILTER MEMBRANE L / FILL/WRAP w/ FILTER MEMBRANE PER PLAN "OR" PER SOILS REPORT PLAN PER STRUCTURAL DETAILS BEARING MIN. OR OR PER IRG 405.1 4 UPC 1101.5 REQM'TS "OR" PER SOILS REPORT PER IRG 405.1 � UPC 1101.5 REQM'TS PER SOILS REPORT SCALE: 5/4" = 1'-0" 8" FOUND. w/ C RAW LS PACE 1 SCALE: 5/4" = 1'-0" FOUND. a@ GARAGE 2 SCALE: 5/4" = 1'-0" GARAGE TO HOUSE 3 SCALE: 5/4" = 1'-O" ADHERED MASONRY VENEER 4 NzZllf CONNECTIONS 4 REINFORCING W.S.E.C. R402.2.7 FLOOR EXEPTION PER STRUCTURAL DETAILS SAME APPLICATION APPLIES WHERE JO 1 STS C� POST PER PLAN HUNG FROM MUD SILL @ FND. VENT LOCATIONS POST PER PLAN WATER -RESISTIVE BARRIER / POST PER STRUGT. 7/16" OSB SHEATHING OR POST PER WALL R-21 INSULATION PER W.S.E.C. OPENING FOR (S.S.D.) 4" - FIELD PER SHEARWALL SCHEDULE / SILL PLAT 14"x7" FND VENT I VERIFY PLAN (S.S.D.) 4" -FIELD 3/q" T S / 2x6 STUDS C� 6" O.G. POST BASE PER I VERIFY FLOOR FRAMING 12D @ 6 O.G. SOLE PLATE FOUND. PLAN POST BASE PER GLUED, NAILED FOUND. PLAN INSUL. PER W.S.E.C. PRE-FAB FOUNDATION VENT WELL (ii U.N.O.) `' �' ' `' ° MAIN FLR. FIN. FLR. FIRST FLR. FIN. FLR. BLOCK AS REQ'D a (L � �_ o 30 ° ouj - ° GONG. WALK V LD GONG. WALK PERMANENT uj a 1 a a II � Sx l 6 SGRN D CRAWL SPACE i � lY =1 I I=i � i I I I 1= = I I FIN. GRADE -SLOPE AWAY n. � - w WIND BAFFLE -III_ U L _ = VENT PRE-FAB $ INSTALLED 1 I � a ° z } �� I I� -, �-� - � �-, I I I � �� " � I � � � � � 1---:1 II -I I I I a �° FIN. GRADE SLOPE AWAY 4 GONG. SLAB -III III 1�= III III III III III III P.T. MUD SILL DURING THE STEM WALL POUR =1I1= II -I I1- 4 GONG. SLAB -III -III-III-III -III-III-III-I SEE "S" SHEETS FOR II = E a O 4" MIN. GRANULAR II II 0 -I bl II - I If' 4" WASHED PEA GRAVEL v FILL =1=1 I I ° " I _ STUB OUT #4 R/F BARS z 4" MIN. GRANULAR III I I I I STRUCTURAL DETAILS II = ° v I I S" O.G.-FRONT OF PORCH FILL ° a 11 I O = STUB OUT #4 R/F BARS to =- - -- -III II _ - II 4 DIA. DOWNSPOUT TISHTLINE z _III -II IS O.G. FRONT OF PORCH - 6 MIL. BLACK V.B. - I I I_I STEM WALL AND FTS. II . - O = - �t 6 MIL. BLACK V.B. - - TO APPROVED DISCHARGE l II u 0 - - _ - lr AS PER PLAN � - L R/F BARS PER - I III I I � I I °II° — _ °°_ - R/F BARS PER a STRUGT. DETAILS - DAMP PROOF 6 WHERE 45o # 4 BAR AROUND STRUCTURAL —1 II 1 REQUIRED STRUCTURAL III d 4 D I A. PERF. PIPE WASHED GRAVEL ,III I I I_ III I I I 6 MIL. "BLACK" V.B. �I� a III- OPENING CORNERS FTS. TO REST ON UNDIST. -' / -' 4" DIA. PERF. PIPE/PEA GRAVEL FF4 4 FILL/WRAP w/ FILTER MEMBRANE FTC. TO REST ON UNDIST. EXTEND TO MUD SILL = _ � FILL/WRAP w/ FILTER MEMBRANE I- SOIL w/ I500 PSF PER IRG 405.I � UFO 1101.5 REAM TS -7 7 a _ BEARING MIN. 6" 6" SEE DETAIL II/D2 FOR ADDITIONAL 501L w/ 1500 PSF .00 8" 4" PER IRG 405.1 $ UFO 1101.5 REQM'TS FTS. TO REST ON UNDIST. 4" D I A. PERF. PIPE/PEA GRAVEL BEARING MIN. OR SO 1 L w/ 1500 PSF FILL/WRAP w/ FILTER MEMBRANE 1' o° PER SOILS REPORT 1' o" BEARING MIN. (UNo) PER IRG 405.1 SCALE: 3/4" = 1'-O" FOUNDATION VENT & BAFFLE 5 SCALE: 3/4" = I'-v FOUNDATION VENT DETAIL 6 SCALE: 3/4" = I'-V COFFIN PORCH FOUND. 6" 7 SCALE: 5/4" = 1'-0'' COFFIN PORCH FOUND. 8" 8 (1)#4 R/F BAR @ EACH STAIR TREAD NOS I N6 GONG. PORCH PER PORCH TO HOUSE DETAIL 1" NOTE: (5) RISERS MAXIMUM. IF MORE THAN (5) RISERS THEN A STAIR RAILING IS REQUIRED. SEE STAIR NOTES ON FLOOR PLAN FOR RAILING FURTHER RAILING REQUIREMENTS. d ° a • 4" GONG. WALK =�x �Ilk" -- - 11 I — a Iilll11� I N IIII��,, �a1j1- Ii II #4 R/F BAR @ 24" O.G.'° 'I- 11-III-11I— (I)#4 GONT. I BAR @ BOT. SCALE: 3/4" = I'-v EXTERIOR CONC. STEPS 1 9 EXTERIOR WALL 2x6 STUDS 2x6 2x4 INTERIOR PARTITION T`rF I GAL WALL NTERSEGT 1 ON FINISH PER ELEVATION / 15# BLD6. PAPER OR WATER -RESISTIVE BARRIER / 7 / 16 " OSB SHEATHING 2x(b STUDS @ 16" O.G. R-21 INSULATION PER W.S.E.G. LB SERIES HANGER 12" 5/4" O.S.B. T 1$ 6 / FLOOR FRAMING GLUED, NAILED I$ INSUL. PER W.S.E.C. (R-38 U.N.O.) TIGHT FIT BLOGK'6 (2) LAYERS BLDS. PAPER "OR" — (1) LAYER VIGOR SNUG FIT BTWN. JO 1ST 4 CONCRETE P.T. MUD SILL PER STRUCTURAL — STEM WALL AND FTS. AS PER PLAN $ STRUGT. DETAILS FRAMING 4 FOUNDATION DIM. TOP OF THRESHOLD MAX. I/2" ABOVE FIN. FLR. METAL FLASH I N6 2x CEDAR Iu, ° aII II II I� 4" GONG. SLAB PORCH o/ 4" 6RANDULAR FILL #4 BARS @ 15" O.G. SCALE: 3/4" = 1'-0" CONC. PORCH TO HOUSE 110 NO NAILS THIS AREA S I MPSON RPS 1 S DBL. TOP PLATES STRAP TYP. (12-16d) FTYPIGAL 2x WALL FRAM'6 @ 16" O.G. °0`r°0 0° 0°1 j °° ° o o 0 1 PIPE PER PLAN FRAMING MAX. NOTCH MAX. DRILLED HOLE 2x4 BEARING $ EXT. 1/2" x 5/2" 1/2" @ 2x4 NONBEARIN6 2/2" x 5/2" 2/2" @ 2x6 BEARING $ EXT. 3/2" x 5/2" 3/2" @ CL 2x6 NON5EARIN6 4" x 5/2" 4" @ SIDING 2x2 G ELEW SPEC'! DETAI (3)2x6 ADDITIONAL STUDS PER PLAN G.W.B. T`rF I GAL I NS I DE CORNER SCALE: N.S.T. INTERIOR WALL CONN. 11 106 @ 12" O.G. SHEARWALL CONNECTIONS PER STRUCTURAL DETAILS 2x CONTINUOUS 6WS BAGKIN6 WIDTH AS REQUIRED JOIST TO PARALLEL WALL GONNEGTION FLOOR TRUSSES PER PLAN IOd @ 12" O.G. TOE NAIL'D INTERIOR WALL PER PLAN CORNER BOARDS PER ELEVATIONS I$ DETAILS (3)2x6 SIDING 6 SHEATHING T`rF I C,AL EXTERIOR CORNER SCALE: N.T.S. EXTERIOR WALL CONN. 121 FLOOR TRUSSES PER PLAN 2-IOd TOE NAIL'D EA. END 2x4 FLAT @ 24" O.G. INTERIOR WALL PER PLAN LADDER 5LOC.,< JOIST TO PARALLEL YNALL ENGINEERED BY: Malsam-Tsang Engineer'g Job No.: 0186.2023.01.02 2018 International Residential Code Lu Lu LL U Z n >0 LL 00 ==Z�F J J�Zt/7 V 5Z w�o�� a=oo�aoo wm�Z~' wU7Z�m�w.-i LLDFa w Kzm z0=clL OQQZVQF >�v~i2 Wd UoaLm2 Z�F�0 w?wmazw�pO0cgai�Mcn �0 Vd' Qzw2M� K DwomVO YeIyu CrI 02w<<V V ,i V 1,=X QF W�izi w.u- .ZFw wu��wZ 0 � =cmwFw �.��HO F' - -'gym w ��2 z2QUw V = �w"o2 = a 0�F"�� v=¢�0uw �zzO�O�p ZVQ>m �OpNQYt iN O-��ZQ Z,zKd'pm w k �w QzIF8 . m�E�>�w=u i o LaZi;w� 0LU}�I�°� z�oo�� ori:� m¢waaz�060Zow � Zwv LQ�4�0 ce D0i 0o>Nu, mwd Fmw�S�� a0zzOu¢ a �w=o� z�z owOj 0 0LnzQ�o�oo wLuwFjwW onoa�FMw� Lu j W v > x wDim <Ln wo �oaaF-a�0Z ASSOCIATES McNAUGHTON 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 I2023 © COPYRIGHT I McNAUGHTON ASSOCIATES, Inc. 3874-12B RECEIVED Dec 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) DETAILS JOB NO. 23-032.23-026 DATE: November 16, 2023 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: 12/06/23 GARAGE FRONT SHEET: D 1 SCALE: N.S.T. EXTERIOR WALL CONN. 13 SCALE: N.S.T. NOTCHED/DRILLED TOP PLATES 14 SCALE: N.T.S. INTERIOR WALL CONN. 15 SCALE: N.T.S. INTERIOR WALL CONN. 16I I/2" GYP. BOARD HANGER © EACH STRINGER 1 115" PLYWOOD TREADS >< >< 1 1 1/5" PLYWOOD TREADS FLOOR T U55 OR 61RDER 10" MIN. 01 2x12 5TRINGER5 w/ PER PLAN. MANUF. TO (3)16d @ 16" O.G. TO BLOCK BBING TO EACH WALL STUD ACCEPT TRINGER HANGERS Q 6" MAX. SPHERE 1" NOSING CEILING LINE MAY NOT PASS PROVIDE STAIRWAY ILLUMINATION THRU TRIANGULAR PER IRC R303.1 OPENING � OPEN SIDE OF RAIL SOLID 2x FIRE5TOPPINCG NOTE: STAIRWAY SHALL BE 0 ASSEMBLY OF 0 2x4 BLOCK 1 NG POSITIVELY ANCHORED TO THE o NEWELL POST EXTEND GYP. BOARD PRIMARY STRUCTURE WITHOUT w (IF OPT. RAIL IS 2x STUD WALL PER TO Ix BACKING BTWN. STRINGERS USING TOE NAILS OR NAILS z SELECTED) PLAN G.W.B. BLOCKIN6 SUBJECT TO WITHDRAWAL 2 4x4 POST 1/2" GYP. BOARD I/2" RISER SHEATHING STA RS AND WALL FOR DRYWALL 2x FRAMING 6 @ ENCLOSED USEABLE INSTALL 2x FIRE STOP APPLICATION SPACE UNDER STAIRS p 1/3 SPANS OF STRINGER HAND RAIL TO BE ATTACHED WALL OPEN GRAIL 1/2" 6YPSUM BOARD AT 3-2x12 57RIN(5ER5 MIN. WITH METAL BRACKETS 0 24'' O.G. 2x BLOCKING FOR USEABLE SPACE UNDER STAIRS RAILING SUPPORT 36" IN HEIGHT Q o �� \ SCALE: I" I'-o" STRINGER AT WALL 3 SCALE: 1 1/2" = 1'-0" STRINGER AT HEADER 4 U) m I CO�� / NOTCH 4x8 I Ile)" PLYWOOD TREADS PER PLAN INTO STRINGER IF WALL IS M OPT. PLYWOOD REMOVED SHEARWALL PER PLAN SKIRT TRIM. 5ULLN05E STAIR 2x STRINGER SIDING o/ 15# FELT o/ R-21 INSUL. PER W.S.E.G. TREADS 1" THK. 11 10" 1/2" RISER SHEATHING 1/2" P.W. WALL SHEATH'G 1/2'' DP MIN. 2x4's 10" MIN. STEEL (A34 OR EQUAL) NAILING PER MANUF. SHEAR PANEL PER CLIP EA. STRINGER SHEARWALL STRUCTURAL SCHEDULE RISER - Ix8 = X FIRE BLOGK Q UTIL 4 BTR MIDSPAN OF M/S 545 2x4 REINFORCEMENT STAIRS 1" NOSING � R-38 INSULATION w/ NAILED TO I" MIN. AIR SPACE 5/4" T 4 G / STRINGER N 2x6 GONT. RIBBON BRD. FLOOR FRAMING 1/2" SHEETROCK WHEN STAIRS TOP BOT. PER STRUGT. INSUL. PER W.S.E.G. ACCESSIBLE THRU HOUSE NOTCHED STRINGER © FINISH PER ELEVATION/ GLUED, NAILED 2x12 STRINGERS 2x6 SILL PLATE w/ IIITYPE 15 BLDG. PAPER OR (R-38 U.N.O.) \� 2x4 THRUST BLOCK SOLID4::,,,—NAILS @ 12 O.G. WATER -RESISTIVE BARRIER/ L OPEN WEB FLR. TRU55 PER PLAN TREADNOSING ANCHOR STAGGERED 7/6" OSB SHEATHING W TO BE /4 2x6 STUDS @ 16 O.G. FRAMING BE L OPER MIN. AND V4" MAX. 2x BLOCK 1 NG OR STRUGT. 4 FRAM I N& PLANS AS PER IRC SMOOTH FIBER GEM. 5.3 JOIST AL I6NED DOUBLE JOIST R-21 INSUL. PER W.S.E.G. R311.-. BD. o/ BLDG. PAPER EACH STRINGER OR BLOCKING EXTEND UP BEHIND GSM GONT. STRIP VENT w/ NON -CORROSIVE INSECT SCREEN SCALE: 3/4" = I'—o" STAIR DETAIL 1 SCALE: 1 1/2" = I'-O" STRINGER AT FLOOR 5 SCALE: 5/4" = 1'-0" CANTILEVER DETAIL @ FRAMING 6 2x STUDS @ 16" O.G. TIE WALLS OVER CORNERS R302.12.1 MATERIALS: DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN Y" 1/2" GYP. WALL BD. w/ DBL . TOP PLATE. GYPSOM BOARD, Na" WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO 1 1/2" MIN. THE FLOOR FRAMING MEMEBER UNLESS OTHERWISE APPROVED BY THE BUILDING 2 MAX. HARDWOOD HANDRAIL - OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED. 1-1/4" MIN. - 2" MAX. WIDTH 4x4 POST AT GORNES AND N 1 1/4" MINA'�'IYT2�@ 8'-0" O.G. TRUSS EDGE VIEW 11KV= L= Nt? I t't Y I t=Y`l TRUSS EDGE VIEW @ GARAGE WALL TRU55 TOP VIEW @ GARAGE WALL SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN GWB @ GLG. PER PLAN SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN GWB @ GL6. PER PLAN SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN LATERAL BLOCK'& PANELS w/ DRAFT5TOPPING GWB @ GLG. PER PLAN FLOOR TRUSS PER PLAN FLOOR TRU55 PER PLAN LATERAL BLOCK'& PANELS w/ DRAFTSTOPPING SCALE: 3/4" = 1'-0" DRAFTSTOPPING DETAIL 2 0 z STEEL SUBRAIL }m DECORATIVE STEEL HANDRAIL BRACKET AT 48" O.G. $ AT 6" — O.G. AT HANDRAIL ENDS - FASTEN w/ 1/2" m DIA. EXPANSION BOLT Ll TO BLOCKING z z �t m BEARING/EXTERIOR 2x4 FRAMING 5/8" MIN 0 a" MAX. 1 a' MAX. NONBEARING STEEL SPACER TO MATCH GYP. WALL BOARD DEPTGH 2x 12 GONT. BLOCK I NG AT SUPPORT NOTE: HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS THE FULL OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RI5ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. ALSO 5EE IRC R3111.5 SCALE: N.T.S. RAILING 7 2x6 FRAMING s" MIN. O All 1 s' MAX. le 2 a' MAX. 2x4 FRAMING 2x6 FRAMING 5/8" MIN. 1 8' MAX. 2" MAX. 2 8' MAX. 3 a" MAX. BEARING OR NONBEARING WALLS MAY BE DRILLED 2" FOR 2x4 AND 31/4" FOR 2x6 WALLS 5/8" EDGE DISTANCE. I F STUDS ARE DOUBLED AND NO MORE THAN 2 5000E551 VE DOUBLE STUDS ARE DRILLED. (SECTION R602.6 - 2015 I.R.G.) SCALE: N.T.S. NOTCHED/DRILLED STUDS 9 (V V UNDERLAYMENT OM\N PLY FLOOR SHEATH I N6 FLOOR TRUSS FRAMING NOTCH POST o/ TOP OF RIBBON BOARD ATTACH TO RIBBON BOARD w/ (4)1/4"Ox3" LAG OR SDS SGREWS COUNTERSUNK INTO POST FOR FULL PENETRATION INTO RIBBON BOARD. NOTE: ALL HALFWALLS/OPEN RAILS TO COMPLY w/ R312 PER FLOOR PLANS. DESI6N TO RESIST 200 PSF MIN. $ TO RESIST 50 PSF MIN. @ ALL IN -FILL COMPONENTS AS PER IRO TABLE R301.5 REF. FOOTNOTE f SCALE: N.T.S. HALF WALL CORNER POST DTL. 8 ROOF FRAMING P�� ' ^ "' CEILING INSULATI, PER W.S.E.G. FIRE / DRAFTSTC SUBSTRATE GONG SPACES AT 10'-G INTERVALS HORI: AND VERTIGALLI GE I L I N6 SUBSTRA 1/2" GYP. BOARD 1/2" PLYWOOD/O� 2x STUDS AT 16" (WHERE OCCURS) NOTE: AT CURVED LOW WALLS, USE (2) REFER LAYERS 1 /4" SHEATH I N6 KERF TO PLAN BAGK51 DE OF GYP. BOARD PRIOR TO INSTALLATION AS REQUIRED TO PREVENT CRAGKIN6 SCALE: I" = 1'-0" INTERIOR CEILING SOFFIT 10 RESIDENTIAL COMP. ROOFG (SEE ELEVS 4 ROOF PLAN) TYPE 151* FELT / W6" O.S.B. "OR" Y" APA RATED SHEATHING PER SHEAR WALL SCHEDULE / PRE-FAB ROOF TRUSSES PER STRUCTURAL INSUL. PER W.S.E.C.: BLOWN IN R-49 TYPICAL R-35 1w VAULTED SPACES w/ SINGLE JOIST/RAFTER FRAM'G / Yz" SAG RESISTANT G.W.B. "OR" a/a" G.W.B. WHERE — FRAMING a 24" O.C. "OR" Yz" G.W.B. WHERE FRAMING ,a 16 " O.C. INSULATION BAFFLE (CARDBOARD) EXTEND 12" ABV. INSUL. w/ 1" MIN. AIR— SPACE CCX P.W. SHEATHING TYP. 12 Q OVERHANGS PER PLAN CONT. GALV. ALUM. GUTTER w/ FASCIA PER ELEVATIONS Z SIDING PER ELEVATIONS c/ 15# BUILDING PAPER ("OR" TYVEK) SHEATHING PER SHEAR WALL w SCHEDULE / 2x6 STUDS a 111 o6 O.C. PER STRUCTURAL / R-21 Q ELEC, RESIST. INSUL a EXT. w WALLS / Y2" G.W.B. a (DETAIL 15/D3) 0 w Q / FLOOR FINISH PER PLANuj = 3/4'' T 4 G FLOOR SHEATHING w PER STRUCTURAL / 10" a PRE-FAB OPEN WEB FLOOR TRUSSES PER PLAN (S.S.D.) / Y" SAG. RESISTANT G.W.B. "OR"— V G.W.B. WHERE FRAMING a 14" O.C. "OR" Y" GWB WHERE FRAMING III O.C. 4" ROOF DRAIN / RIGID NON -PERFORATED / DISCHARGED INTO THE STORM DRAIN SYSTEM /— TO STORM RETENTION SYSTEM AS DESIGNED BY DR STRONG CIVL ENGINEERS (SEE CIVIL DRAWING'S) SIDING PER ELEVATIONS c/ 15# BUILDING PAPER ("OR" TYVEK) 0 SHEATHING PER SHEAR WALL SCHEDULE / 2x6 STUDS a 16" O.C. PER STRUCTURAL / R-21 J uj ELEC, RESIST, INSUL 6 EXT, Q WALLS / Y2" G.W.B. a (DETAIL 15/D3) w a c� w uj w FLOOR FINISH PER PLAN / 3/4'' T 4 G FLOOR SHEATHING uj PER STRUCTURAL / FLOOR JOISTS PER PLAN a R-38 INSUL. a CRAWL SPACE I 6 MIL BLACK "VISQUEEN" 2x P.T. SILL PLATE PER STRUGT. ALL HEADERS NOT FULL WALL DEPTH TO BE INSULATED PER W.S.E.C. w/ ANCHOR BOLT SIZE SPACING PER STRUGT. FINISHED GRADE SLOPE AWAY FROM HOUSE II �a u� II II �IIII�II JI STEM WALL AND FTGx. o I( AS PER PLAN 4 STRUGT. DETAILS II Jaa =1111 as ;III III„III=III �III�;,III„ �111=III=III ��III,;,III��III 4" MIN. DIA., PERFORATED, RIGID, DRAIN PIPE STEM WALL AND FTG. LAID A FEW INCHES BLO. THE BOTTOM OF THE SIZE PER PLAN 4 PERIM. FOOTINGS OF THE BLDG. PROVIDE STRUGT. DETAILS MIN. GRADIANT OF 0.5io. WRAP IN A NON -WOVEN FILTER FABRIC SOCK 4 COMPLETELY ENCLOSE IN 3/4" TO V2" WASHED GRAVEL. BACKFILL w/ CLEAN ONSITE SOILS OR BETTER. TIGHTLINE SEPARATELY FROM ROOF 4 SURFACE STORMWATER DRAIN LINES 4 DISCHARGE INTO A STORM SEWER OR SUITABLE STORMWATER DISPOSAL FACILITY. SCALE: 5/4" = I'—o" TYPICAL 2-STORY WALL SECTION 11 ILL Lu >�° -, o0 >� _ =pal-j02 _= Z O H J J Z°U= z wcnH°WO F- iJ¢H�Ln ¢=OOH¢° =w}C=70z �z�}Jam Ov¢z�0 >�v~i0>�wa }Oa��ga 6 jwm2 Y�z�� V=wQ¢¢OU pii U8wX ¢~rwn�z ccw U °OJL� JroOQpU p H m W J= Z= W V7¢� W J 2 W Zz O°OOp Lu p��NQYFw °(n�H MUM aoZLn`a"u Z600F-�t 3uLF-U>) [u Lu< 'z� =°��zZ,��,¢ °��,o¢o�z0 �aooZov�uZ mow.. =Zo �� ° lzLU w=Woz F-Oz��Odp= W }Z C w u=z oNp¢p~wwC7 V Zw>wK a'=M wVw=rn�U Wow}W°JFZ wom�¢wij H�a¢HaLOZ ASSOCIATES cNAUGHTON Li 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425) 830-2753 2023 QC COPYRIGHT McNAUGHTON ASSOCIATES, Inc. 3874-12B RECEIVED Dec 28�20022, 3 V I I I EPFEEtARTMEf Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) DETAILS JOB NO. 23-032.23-026 DATE: November 16, 2023 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: 12/06/23 GARAGE FRONT SHEET: D2 CONNECTIONS CONNECTIONS CONNECTIONS TYPICAL ROOF SYSTEM: PER STRUCTURAL DETAILS 12 PER STRUCTURAL DETAILS PER STRUCTURAL DETAILS ROOF I N& PER PLAN / # I5 FELT / 12 ROOFING PER PLAN / TYPE I5 FELT (TYPE 30 ©CEDAR SHAKE) �/6" O.S.B. PER ELEV. ROOFING PER PLAN / TYPE 15 FELT / 1j6" "OR" 7/I6" O.S.B "OR" 1 /2" APA RATED 2x4 OUTLOOK24" PER ELEV. %2" APA RATED SHTH'& /TRUSSES O.S.B. i �� /2 APA RATED SHTH & / TRUSSES 12 ROOFING PER PLAN / TYPE 15 FELT LAID FLAT � 24" O.G. SHTH & / TRUSSES PER PLAN / NOTCH TO LET INSUL. PER W.5.E.C. (R-41 FLAT PER PLAN / INSUL. PER W.S.E.C. (R-41) PER PLAN / INSUL. PER W.5.E.G. (R-4q) aPER ELEV. o/ 741(," O S B "OR" OUTI7LOOKERS THRU R-5& VAULTED) INSULATION BAFFLE (CARDBOARD) %2" APA RATED SHTH'& / TRUSSES EXTEND 12" ABV. INSUL. GGX P.W SHEATHING TYP. PER PLAN / INSUL. PER W.5.E.G. (R-41) I" MIN. CLEAR AIRSPACE @OVERHANGS @ HEATED SPACES ONLY 5/4"x5 BARGE w/ \ 2x VENTED $ SCREENED \ I x4 TRIM o/ EAVE BLOCKING 2x VENTED $ SGREENED P.W SHEATHING TYP. COX P.W SHEATHING TYP. Ll EAVE BLOCKING EAVE @ OVERHANGS 2x4 BRAG ER STRUGT. SHEATH WALL PER S.W. BELOW DASHED LINE @ OVERHANGS DASHED LINE E:4- CONT. 26 &A. ALUM. GUTTER FRONT ELEV. ONLY - DO NO 7 TRUSS PER PLAN 5GI55OR TRUSS GONT. 26 GA. METAL GUTTER SCISSOR TRUSS o/ FASCIA PER ELEVATION C 2x VENTED SCREENED SHEATH TRUSS SIDES/REAR CONDITION - w/ FA5G I A PER ELEVATION CONDITION 2x SOLID BLOGK'G PER STRUGT. EAVE BLOCKING V2" SAG RESIT. OR X HEADER PER PLAN /2" SAG RE51 T. OR X HEADER PER PLAN I ONA OPTIONAL�- CONT. 26 &A. METAL GUTTER RAKE PLATE OR GABLE END TRUSS /8 G.W.B. WHERE _ /a G.W.B. WHERE II TRUSS w/ FASGIA PER ELEVATION PER @ VAULTS FRM'& @ 24" O.G. PER FINISH PER ELEVATION / I5# FRM'& @ 24" O.G. FINISH PER ELEVATION / I5# BEAM PER PLAN (S.S.D.) PLAN CONNECTIONS %2" G.W.B. WHERE PLAN BLDG. PAPER OR WATER- „ _ „ FRM G @ 16 O.G. RESISTIVE BARRIER / /6 O.S.B. %2" G.W.B. WHERE BLDG. PAPER OR WATER- -� „ FRM & @ 16 O.G. RESISTIVE BARRIER / /6 O.S.B. SOFFIT PER PLAT OR FRAME WALL PER FINISH PER ELEVATION / PER STRUCTURAL DETAILS SHEATHING OR PER SHEARWALL SHEATHING OR PER SHEARWALL SPECIFICATIONS PLAN 15# BLDG. PAPER OR WATER -RESISTIVE BARRIER / SCHEDULE / 2x6 STUDS @ 16" O.G. (R-21 INSUL.) SCHEDULE / 2x6 STUDS @ 16" O.G. (R-21 INSUL.) FRAMING FOUNDATION DIM. KD �/6" OSB SHEATHING w/ FULL LENGTH STUDS 2x6 STUDS @ 16" O.G. (R-21 INSUL.) @RAKE WALLS FRAM I N& � FOUNDATION DIM. FRAM I N& � FOUNDATION I ON DIM. SGALE: N.T.S. ROOF EAVE DETAIL 1 SGALE: N.S.T. ROOF EAVE w/ RAISED HEEL 2 SGALE: N.T.S. ROOF EAVE DETAIL 3 SGALE: N.T.S. GABLE RAKE DETAIL 4 TYPICAL ROOF SYSTEM: TYPICAL ROOF SYSTEM: 12 ROOFING PER PLAN / (2x RAF.) ROOFING PER PLAN / (2x8 RAF.) a # I5 FELT PER ELEV. END NAIL STG GL I P # 15 FELT / „ i /6 0.5.5 OR /2 APA RATED � i /6 O.5.B OR /2 APA RATED 2x4 CONTINUOUS VALLEY INSTALLED EVERY SHEATHING SHTH'& / INSUL. PER W.S.E.G. (R-5a) RIBBON w/ (2) Od NAILS PER OTHER TRUSS 1'-6" INSUL. BAFFLE (GARDBOARD) JOIST 12 EXTEND 12" ABV. INSUL. I/2" PLYWOOD SHEATHING 4.5 2x VENTED SGREENED I" MIN. CLEAR A I R5PAGE FULL DEPTH EAVE BLOCKING PER PLAN COX P.W SHEATHING TYP. COX P.W. SHEATHING 5/4" GAP BETWEEN TOP PLATE AND TRUSS BOT. CHORD @ OVERHANGS TYP. @ OVERHANGS ONLY O DO NOT GUT TAILS R-55 INSUL. w/ 2x VENTED $ SCREENED I " M I N. A I R SPACE w/ EAVE BLOCKING PER S.S.D. - TOP PLATE OF NON 00 DOWN VAPOR BARRIER GUT TAIL TO 3%2" BEARING WALL 2x8 RAFTERS PER PLAN (---GONT. METAL GUTTER LENGTH TO MATCH TRUSSES 2x12 RAFTERS PER PLAN 26 &A. TYP. �CONT. METAL GUTTER BOTTOM CHORD Ix6 T$& WOOD GLG. Ix6 PRIMED SPRUCE r/a" G.W.B. WHERE 26 &A. TYP. TRUSSES PER OF TRUSS PER PLAT 5PEG'S FASGIA BOARD �� FASGIA PER ELEVATION FRM & @ 24 O.G. PLAN 5/4x12 SEAT OUT RAFTER @ BEAM !2" G.W.B. WHERE FINISH PER ELEVATION / GYPSUM WALL BOARD 6x10 HF#2 w/ 2x6 5/4X10 FRM'& @ 16, O.G. I5# BLDG. PAPER OR DRILL I "0 HOLES IN SHEATH'& GLG. FINISH PER PLAN ALONG BOTTOM WATER-RESITI\/E BARRIER / @ 12" O.G. FOR VENTING-o/ FRAMING DO NOT GONNEGT TO FRM'& FRAMING $ FOUNDATION DIM. OSB SHEATHING OR VENTING IS INCLUDED IN ROOF VENT w/ IN 16' OF WALL PLATE. BOTTOM FINISH PER TOP PLATES -LAP PER SHEARWALL SCHEDULE / GALULATION5 SHOWN ON ROOF PLAN GONNEGT TO WALL PLATE w/ 00N(2)2x6 RE I N& PLAT SPECIFICATIONS SPLICE $ NAIL 2x6 STUDS @ 16" O.G. (R-2 I INSUL.) WALL BOARD BACKING ANGLE PER 5T Ur TU TA I LS PER STRUCTURAL DETAILS PER STRUCTURAL FRAMING $ FOUNDATION DIM. SGALE: 5/4" = 1-0" 2x8 EAVE DETAIL 5 SGALE: 5/4" = 1-0" TOP CHORD BEARING TRUSS EAVE 6 SGALE: N.T.S. ROOF OVERFRAMING 7 SGALE: N.T.S. SIMPSON STC CLIP DETAIL 8 1'-1 VY (2) LAYERS 60 MIN. BLDG. PAPER LAP o/ FINISH SIDING o/ INSECT SGREEN 1 4 OR 5 &ALV. WIRE MESH GONT. L-FLASH'& BUILDING PAPER PER v (25 &A.) ON BACK SIDE OF BLOCK "BLUE SKIN" OR E0. ELEVATIONS G.W.B. LAPPED o/ TOP OF 2x 12 BAFFLE -� FLASH'& BUILDING PAPER z GONT. PREFINISHED LAPPED o/ FLASHING v R-41 BLOWN -IN TYP. 24 &A. MTL. FLASH'& � 4" MIN o � TRUSS TYP. (3) 2" DIA. HOLES PER BLOCK w/ HEMMED EDGE SHEATHING AND FLASHING $ GNTR. FLASHING E L EVATO N BOUNDARY NAIL PER STRUCTURAL NAILING PER �/b" O.S.B. SHINGLE STARTER COURSE SHEARWALL 5CHED. ROOFING PER ELEV. ® 2x2 FRAME EAVE VENT ° PER RECOMMENIDATI ON OF o/ BUILDING PAPER ° NRGA $ ROOFING MANUF. 2x SOLID BLOCK'& c o ° = - _ _ _ - -- - F I RESTOP ° EXTEND UP WALLL6 MIN. ; NOTE: SOLID BLOCK , IN 2x BLOCK'& PER 31"01" R.O. 1. 5/4" PART I GLE BOARD BLOCKING WALL PER STRUU GT. STRUCTURAL 2. SGREEN STAPED TO BAGK OF BLOCK 5. SEE VENTILATION CALCULATIONS FOR RAFTERS/TRUSSES LEDGER PE WEATHER STRIP VENTILATION REQUIREMENTS AT ROOF PLAN SECTION PER STRUGT. RUGTURAL (S.5.D.) Ix2 TRIM 4. STOP INSULATION FROM BLOCKING HOLES FIREBLOCK'& G.W.B. SGALE: 5/4" = 1'-0" BIRD BLOCKING VENTS 9 SGALE: N.T.S. RAFTER PERP. TO WALL 10 SGALE: N.T.S. ROOF RAKE TO WALL DETAIL 11 SGALE: N.T.S. ATTIC ACCESS 12 EACH STRIP TO EXTEND ° ° 56 WIDE ROLL AT LEAST 12" BEYOND ROOFING LAP BUILDING PAPER o/ CENTER OF VALLEY ° ° ° (50# MIN.) ° LAP BUILDING THERMOPLASTIC PAPER o/ FLASHING BASE NO-GAULK FLASHING ON HIGH SIDE THERMOPLASTIC ° ROOF FLASH N6 ROOF CARRY UNDERLAYMENT o ROOFING PER PLAN FLA H N& ACROSS VALLEY ° ° ° ° ° EXTRA NAIL DO NOT LOGATE NAILS I N END OF ROOF I N& PER CLOSER THAN 6" TO THE ° ° SHINGLE ------------ - ----- -- PLAN VALLEY GENTERL I NE ° ° ° ° ° ° x x I COMPOSITE PIPE OR SHINGLE ROOF'& CONDU I T PIPE OR CONDUIT SGALE: 5/4"=1'-0" WOVEN VALLEY DETAIL 13 SGALE: 1 I/2"=1'-V ROOF PENETRATION -PIPE "A" 14 SGALE: 1 I/2"=1'-V ROOF PENETRATION -PIPE "B" 15 16 ENGINEERED BY: Malsam-Tsang Engine&g Job No.: 0186.2023.01.02 2018 International Residential Code W w � z n >o w o0 >� _ =wooaEw _= Z O F J J Z t o U Z w�0oo�o ¢=zo>'o�Qoo �wM5zp w�nw�mJw� OUQzvQ� >-v~iOwwa u'zw�2 ow�o°0�W J V 8 Q W z W u=w<Qo Ow�=X w u w Z v k O O IS IN J�QOHO > �zz000�o wOQ>m �OpNQY�W o�EnNQ �1-zw��om w¢�uJZ2 E:uJ EQOuw m2= m��>�=u ¢oZ�w� = z O „ � a �owF- wZ�24Lu w<�~Zzv=i o <z u cn¢ CIOz1 0� 0 F--��ao wo =�mo;na OoWv�wm�u o'nC, V o� g nowu Q2 zoz wF- < LU10C� gazc�Q a2�F wwwH¢Uw z�LU Lu�L9 Lu J V K D 00 > _ wOw=in�0 wzwrw0�FZ wom�aWS �sCL F 11, �LM ASSOCIATES McNAUGHTON 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 I2023 © COPYRIGHT I McNAUGHTON ASSOCIATES, Inc. 3874-12B RECEIVED Dec 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) DETAILS JOB NO. 23-032.23-026 DATE: November 16, 2023 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: 12/06/23 GARAGE FRONT SHEET: D 3 OUTSIDE AIR FILM o/ WOOD SIDING PER ELEVATIONS o/ I/2" GWB -MUD/TAPE, FORT I F I BER BUILDING SYSTEMS HABITABLE GARAGE 51 D I N& PER TEXTURE PAINT GROUP "JUMBO-TEX" BUILDING WRAP o/ SPAGE 2x4 STUDS PER STRUCTURAL 16" ELEVATIONS I/2" P.W. WALL SHEATHING o/ O.C. FLOORING PER PLANS o/ WEATHER 2x6 STUD WALL w/ R-21 BATT INSULATION 2x6 STUDS PER STRUGTURAL @ 16 r I/2 GWB, MUD/TAPE, TEXTURE RESISTIVE BARRIER SUB FLOOR: I/2" GDX O G o/ PLYWD PER '� PLYWOOD W/ EXT. GLUE OVER 5/S" TYPE 'X' I-HR RATED 6WB 9A PAINT ACCOUSTIC BATT INSUL. AS REQ'D. STRUCTURAL 3/4" PLYWD FINISH OVER FLOOR TRU55E5 PER 5.5.D. MUD/TAPE, TEXTURE PAINT PER GL I ENT G.G. A 24 6A. METAL FLA5HING, CAULK STUDS PER STRUCTURAL @ 16" 1/2" GWB MUD/TAPE, TEXTURE \ WALL ASSEMBLY R-VALUE PAINT BELLY BAND PER OUTSIDE AIR FILM 0.I-7 _ _ __ PLYWOOD @ SHEAR WALLS PLYWOOD @ SHEAR WALLS ELEYATION5 SIDING 0.48 PER 57RUCT. PLANS PER STRUCT. PLANS "JUMBO—TEX" HOUSE WRAP 0.06 TWOOD I/2" P.W. SHEATHING 0.62 2x6 STUDS @ 16" O.G. PER R-38 BATT INSUL. MIN. U.N.O. INSULATION (5%2 ") 21.00 INSIDE AIR FILM o/ STRUCTURAL _-1/2" GWB, MUD/TAPE, TEXTURE BY WSEG SELEGTI ON o/ GYPSUM WALLBOARD (I/2") 0.45 I/2" GYP. BOARD BATT INSULATION (R-21 MIN. U.N.O. PAINT 2x6 5TUD5 @ 16" O.G. PER UNHEATED SPACES ONLY INSIDE AIR FILM 0.65 o/ 2x(b WALL BY WSEG SELECTION) STRUCTURAL 1/2" 6W5 -MUD/TAPE, TEXTURE TOTAL 23.46 4 PAINT 2x6 WALL CONSTRUCTION V/L SCALE: N.T.S. EXTERIOR WALL ASSEMBLY 1 SCALE: 1%2" = I—O" TYPICAL GARAGE / HOUSE 2x6 WALL 2 SCALE: 1%2" = I—O" TYPICAL INTERIOR 2x4 WALL 3 SCALE: 5/4'' = 1-0" WALL TO FLOOR DETAIL 4 CARPET $ PAD OR OTHER PER PLANS CARPET $ PAD OR SUB FLOOR: 1/2" GDX PLYWOOD NEXT. GLUE OTHER PER PLANS 3/8"x2 1/2" LACx OVER 3/4" PLYWOOD SUB FLOOR: I/2" GDX CONCRETE FILLED SCREW TO STUD 'FEPANSION FINISH OVER FRAMING PER S.E. PLYWOOD NEXT. GLUE OVER 3/4" PLYWOOD PIPE BOLLARD - 1" NON-MET,4LIC TANK SPACERT,4CHED TO WALL FINISH OVER FRAMING o ME AS N.W. TANiG PER S.E. 4" GONG. SLAB FLOOR , „��„ ��.,,,�„� o/ 4" &RANDULAR FILL RAP o/ Q5% COMPACTED FILL STRAP 4T 1/3rd POINTS STRAPS ENCIRCLINCa TANK AND PRE—FAB FLOOR 2x FLOOR JOISTS SHALL BE INSTALLED IN 4 ANCHORED TO WALL FRAMINCa TRUSSES PER �; PER STRUCTURAL —MANNER WHICH WILL NOT STRUCTURAL !I �I, DEPRESS ANY REQUIRED R-38 BATT INSUL., MIN. a a a ENERGY INSULATION BLANiGET R-55 BATT INSUL. MIN. U.N.O. BY WSEG a° U.N.O. BY WSEG SELECTION WHERE III 1 II II II I —III —III l li - TANK SELECTION WHERE o/ UNHEATED SPACED II CONCRETE FOOTIN& =- o/ UNHEATED SPACED _ ANCHORED PLATFORM —1/2" GWB MUD/TAPE, TEXTURE $ PAINT AHEN—// ,f GWB MUD/TAPE, FINISHED SPACE 2 10 2 7 TEXTURE $ PAINT NHEN—Z 71 FINISHED SPACE SCALE: 1�/2" = I-o" TYP. FLOOR ASSEMBLY AT TRUSS 5 SCALE: 1!/2" = I-O" TYP. FLOOR ASSEMBLY AT 2x 6 SCALE: N.T.S. BUMPER GUARD/PIPE BOLLARD 7 SCALE: N.T.S. WATER HEATER STRAPPING DETAILS 8 HOLD BLD. SIDING PER ELEVATIONS N0. 26 6A. FLASH'& 4 DOUBLE PANEL CO2 PLASTIC, PAPER @ o/ VAPOR BARRIER o/ GNTR. FLASH'& 2x6 4:12 MIN PITCH READ. FOR FRONT SIDE 2 FROM P.W. SHEATH'&/GABLE TRUSS CURB TO EXTEND 4" MIN. FLAT OR GORRU&ATED CORNER FOR GONT. SEALANT, TYP. CG5M FLASHING $ GNTR. ABOVE ROOF (SELF FLASH'( PANELS DOME SHAPED BITUTHANE FLASHING. LAP BUILDING PERMITTED FOR 5:12 MIN. SKYLTS TO R15E 10% ADHESION SBS MOD IF. PAPER o/ 4 EXTEND UP PITCH - PROVIDE IGBO OF MAX. SPAN (5" MIN.) SELF-ADHESIVE 22 6A. &ALV. BITUTHENE SPANN'6 2x(b #2 HEM/FIR TIGHT -FIT WALL 4" MIN. REPORT) PRIMED ( ) FROM PAPER TO PRESSURE BLOCKINS 12 ROOF'(5 PER PLAT SPEC 5 FLASH'( PIPE (BEHIND FLANGE) _ q 5 o/ 30# FELT o/ P.W. SHEATH'( 2 LAYERS 60 1/2" POLYURETHANE R-'41 INSUL. o/ 2x6 #2 HF RAF. @ 24" O.G. \� MIN. GRADE D SEALANT AND CLOSED / BLD6 PAPER CELL BACKER ROD, TYP. 1(\ SCREENED VENT BLOCK'( PREFAB TRUSS PER PLAN cl'— 1 a F I R5T FLOOR i SB5 MOD I F I ED 5.5 PIPE ESCUTHEON 1 x6 PRIMED SPRUCE SELF—ADHESIVE TYP. FOR PIPE FASCIA R-21 IN5UL. BITUTHANE PENETRATIONS SPANNING FROM I 8— OII WINDOW HEAD BLD6 PAPER PIPE SCUPPER TO MTL. FLANGE 2x4 G.W.B. BACKIN& EXPOSED TAILS FINISH PER ELEVATION / I5# 1' o° BLD6. PAPER OR WATER - RESISTIVE BARRIER / O.S.B.ja NOTE: COLLAR FLASH'& -ALL FLASHING OF PAPER SIM. SHEATHING OR PER SHARWALL EA JOINTS FULLY SOLDERED TO TYP. WALL OPENING SCHEDULE / 2x6 STUDS @ 16" O.G. 2x4 FRAMING @ 24" O.G. (R-2I I N5UL.) MAX. SCALE: 1�/2"=1'-o" WALL PENETRATION -PIPE 9 SCALE: 3/4" = I-o" BAY WINDOW ROOF FRAMING 10 SCALE: 3/4" = 1'-0" SKYLIGHT DETAIL 11 12 13 14 15 16 w ENGINEERED BY: Malsam-Tsang Engine&g Job No.: 0186.2023.01.02 2018 International Residential Code LL � Z Lu L6 'W, >u-, ° -0LL o0 ce I: ==QJ�ZLnuz;E O ,f00 WCO Z� Ww OU0H LL >0v~ipLu >0 Z w d J V E Q w Z w �wpmVp Ypy.O��Wa Q OF W Jwd'Z W ZILLL UM F- W �.... =wp O�O�LIts =cmwFw J.��QOHO W V- - v=a�Owa .zzo°oho w0Q>m U,OONQYI- u, 0-2: na 2Gzw��om F("-wz� w¢2ma= z�0RH- g°VwH}�p�H mawaZo w =�m�0a Z�g4p �ozJ�o p.54Q Uv) ,.W2� oNum¢ n0�w��Zozp1-QwzzLaOop=Lwuzo-w wOQaWV�ZO F w w U J 5 V > 2 w V w= U) E V w w r w~ Z wom�<wo �saa�a�0Z ASSOCIATES McNAUGHTON 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 I2023 © COPYRIGHT I McNAUGHTON ASSOCIATES, Inc. 3874-12B RECEIVED Dec 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) DETAILS JOB NO. 23-032.23-026 DATE: November 16, 2023 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: 12/06/23 GARAGE FRONT SHEET: EXTEND SILL BEFORE INSTALLATION WALL SHEATHING (WHERE IT FLASHING HORIZONTALLY TO \ RESEAL ALL OUTSIDE \ JOINTS OF EXTEND TO 13mm (2") CONTINUE 5EALAND EXTEND JAMB OCCURS ON) VERIFY PROJECT BEYOND \ MECHANICALLY JOINED BELOW TOP OF HEAD APPROXIMATELY 2I5mm (8 ") FLASHING TO 13mm (2") 2 SHEATHING EDGES ARE FLUSH 4 VERTICAL JAMB \ FRAMES FLASHING TO BE ABOVE THE TOP OF THE LESS THAN THE TOP WITH THE FRAME OPENING FLASHING APPLIED INSTALLED LATER. WINDOW 0OF THE HEAD LATER FLASHING \ ° NOTE: ° ROUGH WINDOW \ IN APPLICATIONS WHERE ROUGH FRAMED OPENING OPENING ° WALL SHEATHING 15 ° SUFFICIENTLY LARGER IN USED, SHEATHING SHALL WIDTH 4 HEIGHT THAN THE ° BE APPLIED PRIOR TO ACTUAL FRAME DIMENSIONS FLASH I N6 AND WINDOW OF THE WINDOW. TO ASSURE ° ° INSTALLATION. ° ADEQUATE CLEARANCE �4 CONSULT THE WINDOW ° ° SHIM $ ADJUST WINDOW TO ° MANUFACTURER'S LITERATURE ACHIEVE SQUARE. PLUMB 4 APPLY CONTINUOUS FOR THE RECOMMENDED 0 LEVEL CONDITION USE SEAL TO THE TOP ROUGH OPENING D I MEN5T1 ONS. APPLY SILL FLASHING HORIZONTALLY ° CORROSION RESISTANT (HEAD) SIDES BELOW THE SILL. FASTEN THE TOP \ FASTENERS. FASTEN WITHIN �.-� JAMB FLASHING AT BOTH SIDES OF (JAMBS) OF WINDOW. EDGE OF THE SILL FLASHING TO THE \ 250mm (10) AND NO CLOSER " OPENING. EXTEND BEYOND SILL o J EMBED JAMB FLASHING ° FRAME, BUT DO NOT FASTEN THE THAN 75mm (5") IN EACH APPLY A CONTINUOUS FLASHING AND ABOVE WHERE HEAD INTO SEALANT AND ° LOWER EDGE SO THE WEATHER SEAL TO THE BACKSIDE DIRECTION FROM EVERY FLASHING WILL INTERSECT. LAP FASTEN IN PLACE. RESISTANT BUILDING PAPER APPLIED (INTERIOR)OF THE CORNER. SECURE WINDOW JAMB FLASHING OVER TOP OF SILL LATER MAY BE SLIPPED UP AROUND FRAME OPENING WITH WINDOW MOUNTING FLASHING LEAVE BOTTOM EDGE EXTEND JAMB FLASHING BEYOND UNDERNEATH THE FLASHING IN A EQUIVALENT OF 6d FASTENERS FLANGES. UNATTACHED. SILL FLASHING AND ABOVE WHERE WEATHERBOARD FASHION. AT 400mm (16") O.G. MAXIMUM THE HEAD FLASHING WILL INTERSECT. ROUGH WINDOW OPENING / SILL FLASHING 1 WINDOW INSTALLATION (METHOD "A") 2 JAMB FLASHING (METHOD "B") 3 JAMB FLASHING (METHOD "A") 4 WHERE RECOMMENDED AS PART OF AN EXTERIOR EXTEND JAMB TO SEAL THE WINDOW METHOD "A": \ ; WALL FINISH SYSTEM, INSTALL BUILDING PAPER. MIN. VERTICAL FLASHING TO 13mm FRAME TO OPENING EMBED BOTTOM OF THE HEAD APPLY I N A WEATHERBOARD FASHION STARTI N6 LAPS PER CODE. CONSULT ALL GENERAL NOTES FOR AAMA-2400-02 (2") BELOW THE APPLY CONTINUOUS FLASHING AGAINST THE FROM BOTTOM TO TOP OF WALL. MANUFACTURER'S ASSOCIATION STANDARD PRACTICE FOR TOP OF THE HEAD SEAL TO THE BACKSIDE PREVIOUSLY APPLIIED SEALANT. INSTALLATION OF WINDOWS WITH A MOUNTING FLANGE IN STUD FLASHING OF THE MOUNTING (FLASHING GOES OVER BY OTHER TRADES: INSTALL / FRAMING CONSTRUCTION. WINDOW INSTALLATION SHOULD NOT \ FLANGE NEAR THE SEALANT) EXTEND HEAD BUILDING PAPER, INSULATION , / TAKE PLACE UNTIL ALL NOTES REGARDING THIS STANDARD \ OUTER EDGE AND I NL I NE WITH ANY PRE -PUNCHED FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN BOARD OR OTHER MATERIALS / \ \ �' MIN. OVER HEAD FLASHING AND / , HORIZONTAL PRACTICE ARE REVIEWED. r HOLES OR SLOTS ON PLACE. OVER TOP OF NAIL-ON-HEA LAPS PER HE MOUNTING FLANGE. FLANGE OF WINDOW FR ° METHOD "B" \ ° APPLY CONTINUOUS SEAL ALONG \ TOP (HEAD) MOUNTING FLANGE. 0 EMBED BOTTOM OF HEAD ° FLASHING AGAINST SEALANT SHIM $ADJUST WINDOW TO (FLASHING GOES OVER ° ACHIEVE SQUARE. PLUMB 4 SEALANT). EXTEND HEAD 3rd COURSE LEVEL CONDITION USE ° GORROS I ON RESISTANT FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. OF BUILDING I PAPER 1 ` \ FASTENERS. FASTEN WITHIN ° 250mm (10") AND NO CLOSER BEF ° THAN 75mm (5") IN EACH ,.- TALL ATION RESEA,4 DIRECTION FROM EVERY CORNER. SECURE WINDOW SLIP BOTTOM OF JAMB FLASHING 2nd COURSE 4 SILL FLASHING OVER BUILDING OUTSIDE JOISTS OF AROUND FRAME OPENING WITH �\ 15t COURSE MECHANICALLY \ OF BUILDING �� PAPER AT BOTTOM OF WINDOW SILL. EQUIVALENT OF 6d FASTENERS JOINED FRAMES. PAPER OF BUILDING AT 400mm (16") O.G. MAXIMUM PAPER � (BY OTHERS) WINDOW INSTALLATION (METHOD "B") 5 HEAD FLASHING 6 PRIMARY WEATHER BARRIER APPLICATION 7 AAMA 2400-02 8 51 D I N6 PER PLAN PLYWOOD SHEATHING AS INSTALL GRADE "D" 60 HARD I -BD. S I D I N6 O 0 REO'D. BY STRUCTURAL MIN. BLDG. PAPER @ HEAD PER WINDOW WRAP m�� O\a 6 " WIDE SELF ADHESIVE MEMB. OVER BLDG. SEQUENCE #6. 5HEATH I NCG PER STRUCTURAL PAPER $ JOINT BTWN. SELF-ADHESIVE MOD. CEDAR TRIM AND SBS BITUTHENE HEAD 5/4x CEDAR TRIM, SIDING. FLASHING PER WINDOW I LAYERS 60-MIN. PRIMED ALL SIDES WRAP SEQUENCE #Q. BUILDING PAPER (ELIMINATE WHERE NOT NO BREAKS W/IN SHOW ON ELEVATIONS) III = _ _ _ _— E-F TL 16" OF CORNER _ — NDO WRAP PER W W O III SEQUENGE #5. \ SEALANT SET TRIM IN SEALANT, TYP. HARD SIDING %8" TO %4" %ll TO %4" 5/4x CEDAR TRIM, TOOLED POLYURETHANE I PLYWOOD SHEATHING AS PRIMED ALL SIDES (ELIMINATE 5/4X4-5/4X3 OUTSIDE CORNER J SEALANT OINT, TYP. II REO'D. BY STRUCTURAL TOOLED POLYURETHANE ON ELEVATIONS) J SEALANT O I NT, TYP. 6 WIDE SELF ADHESIVE HARD SIDING MEMB. OVER BLDG. SET TRIM IN SEALANT, 5/4x CEDAR TRIM, I. BLDG. PAPER, LAP CORNER 16" II PAPER $ JOINT BTWN. TYP. PRIMED ALL SIDES 2. COMPLETE SIDING PER ELEV. CEDAR TRIM AND II (ELIMINATE WHERE NOT \ SIDING. SHOW ON ELEVATIONS) 0 SCALE: N.T.S. SCALE: N.T.S. WINDOW SILL a@ FIBER -CEMENT SIDING 9 WNDW. SIDE JAMB @ FIBER -CEMENT SIDING 10 SCALE: N.T.S. WINDOW HEAD @ FIBER -CEMENT SIDING 11 SCALE: NTS OUTSIDE CORNER HARDI-PANEL 12 2 1. ATTACH VERTICAL 12" WIDE MOISTOP ON 2ND EA. SIDE OF OPN'6. THE MO I STOP SHOULD EXTEND A MIN 12" ABOVE THE BOT. OF HDR. 3RD 2. ATTACH HORIZONTAL 12" WIDE M015TOP ALONG 3 THE HEADER. THE MO I STOP SHOULD EXTEND A MIN. OF 12'' BEYOND 15T 15T EACH JAMB. 2 3. APPLY (5) CONT. BEADS 2 115" TOOLED POLYURETHANE OF SEALANT ALONG FACE OF THE OPENING SEALANT TYP. 1 BEFORE THE INSTAL - SELF ADH'G W.P. MEMB. @ LATION OF THE DOOR EA. BUILDING CORNER 4. FOURTH ATTACH 12" WIDE EXTEND 6" BEYOND _ FIN. FLR. _ MO I STOP FLUSH WITH THE CORNERS, TYP. BOT. OF HDR. EXTENDING (2)LAYERS 60 MIN. NOTE: 12" BEYOND EA. JAMB PROVIDE SOLID BACKING AND LAP OVER WINDOW BLDG. PAPER, TYP. TO SUPPORT MO I STOP FLANGE PAPER. STAPLE THE 5. FIFTH INSTALL BLDG. PERIMETER OF MO I STOP PAPER SHIP LAP TO FRAMING MEMBERS ALLOWING FOR THE I" FROM OUTSIDE EDGE MO I STOP AT THE SILL TO PREVENT WIND TO SHIP LAP OVER THE DAMAGE BLDG. PAPER SCALE: 3"=1'-0" TYP. INSIDE CORNER DETAIL 13 SCALE: 5/4" = I'-v TYP. DOOR FLASHING 14 15 16 w N ENGINEERED BY: Malsam-Tsang Engine&g Job No.: 0186.2023.01.02 2018 International Residential Code w Lu w U Z >° w Oo ==ZCF J J� z(n z winF�LL wF0=�z ¢=OOF¢�in wm�Z� raw Ln co Lu " w OUiY?V� wOF2wEUj Ujw VOzw,a �wgr;00:¢m V ¢ z w Z w abi K V =w,¢.¢(j U�,�8w K 2X Q F w� Z = E o 8 m Z F H wu��wZ Vk 0w0�� =cmwFw 0H0 LUV"m w Z2w V= �w�OOw =2iF¢�F�.F. v=a�Owa mezzo°oho EVQ>m LCU)2R tE F-w w¢2ma= 0 ZO Z'Ln-'wu aZwU�H°~ 2 z 0R �ow�Z�� w5, Lznw F��¢z�pv vZa��„� �� o°JE O�wNC�7wm� oLO VV ¢v 0Ln w��zoz w Fa..wrCF aZVQ a0�� wLu Ew=a°E Z�E�o°M�= � V > x wVw=Ln.V w�wrw�_Fz wom�aWS F-0cL< o� ASSOCIATES McNAUGHTON 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 I2023 © COPYRIGHT I McNAUGHTON ASSOCIATES, Inc. 3874-12B RECEIVED Dec 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) DETAILS JOB NO. 23-032.23-026 DATE: November 16, 2023 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: 12/06/23 GARAGE FRONT SHEET: Q GENERAL STRUCTURAL NOTES THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC) 2018 EDITION. 2. DESIGN LOADING CRITERIA FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF FLOOR LIVE LOAD (RESIDENTIAL DECKS AND BALCONIES) 60 PSF SNOW 25 PSF WIND METHOD - DIRECTIONAL PROCEDURE Kzt=1.0, GCpi=0.18, 110 MPH (RISK CATEGORY II), EXPOSURE "B" EARTHQUAKE ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS SDC D, SITE CLASS D - GEO, le=1.0, Ss=1.600, S1=0.500, Sds=1.280, Shc=NULL, Cs=0.197, R=6.5, SEISMIC DESIGN BASE SHEAR Vsx=27.3 KIPS 3. 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 4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTIONS, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-14 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION." 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTOR'S 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 TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7. 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. 8. 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. 9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. MANUFACTURERS INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THE JOB SITE AT THE TIME OF INSPECTION FOR THE INSPECTORS USE AND REFERENCE. GEOTECHNICAL IO.ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE. FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE, LINO. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) TRAFFIC SURCHARGE COEFFICIENT OF FRICTION CONCRETE 1500 PSF 50 PCF/35 PCF 70 PSF 0.35 1 1.CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH ACI 318 AND ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f'c = 3000 PSI. SLUMP OF CONCRETE SHALL NOT EXCEED 6". STRUCTURAL DESIGN IS BASED ON A CONCRETE STRENGTH OF f'c = 2500 PSI, THEREFORE NO CONCRETE STRENGTH TESTING REQUIRED. CONCRETE EXPOSURE CATEGORIES ARE Fl, SO, WO, AND Cl. 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. 12.REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, fy = 60 KSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy = 40 KSI. WELDED WIRE WIRE FABRIC SHALL CONFORM TO ASTM A1064. SPIRAL REINFORCEMENT SHALL BE DEFORMED WIRE CONFORMING TO ASTM A615, GRADE 60, fy = 60 KSI. 13.DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITH ACI 315-99 AND 318-14. LAP ALL CONTINUOUS REINFORCEMENT #6 AND SMALLER 48 BAR DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 48 BAR DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318-14, CLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 14.CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER) 2" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER) 1-1/2" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1-1/2" SLABS AND WALLS (INT FACE) GREATER OF BAR DIAMETER PLUS 1 /8" OR 3/4" ANCHORAGE 15.EPDXY-GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "SET-XP" EPDXY ADHESIVE AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT ESR-2508. SUBSTITUTIONS PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH CURRENT ICC REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. RODS SHALL BE ASTM A36, UNO. 16.HEAVY DUTY THREADED CONCRETE ANCHORS SPECIFIED ON THE DRAWINGS SHALL BE "TITEN HD SCREW ANCHOR" AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT ESR-2713 AND ESR-1056, INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS. SUBSTITUTIONS PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH CURRENT ICC REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. 17.EXPANSION BOLTS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE "STRONG -BOLT 2" ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY. INSTALL IN STRICT CONFORMANCE TO ICC-ES REPORT ESR-3037 AND IAPMO-UES REPORT ER-240, INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS. SUBSTITUTIONS PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH CURRENT ICC REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. 18.DRIVE PINS AND OTHER POWDER -ACTUATED FASTENERS SHALL BE LOW VELOCITY TYPE (PDPWL- 300MG, 0.145" DIAMETER, UNO) AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY OR AN APPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT. INSTALL IN STRICT ACCORDANCE WITH ICC- ES REPORT ESR-2138. MINIMUM EMBEDMENT IN CONCRETE SHALL BE 1 ", UNO. MAINTAIN AT LEAST 3" TO NEAREST CONCRETE EDGE. WOOD 19.ALL 2x LUMBER SHALL BE KILN DRIED OR MC-19, AND ALL LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER NO 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2x AND 3x MEMBERS) HEM -FIR NO 2 OR SPRUCE -PINE -FIR NO 2 AND BEAMS MINIMUM BASE VALUE, Fb = 850 PSI (4x MEMBERS) DOUGLAS FIR -LARCH NO 2 MINIMUM BASE VALUE, Fb = 900 PSI BEAMS (6x AND LARGER) DOUGLAS FIR -LARCH NO 2 MINIMUM BASE VALUE, Fb = 875 PSI POSTS (4x MEMBERS) DOUGLAS FIR -LARCH NO 2 MINIMUM BASE VALUE, Fc = 1350 PSI (6x AND LARGER) DOUGLAS FIR -LARCH NO 2 MINIMUM BASE VALUE, Fc = 600 PSI STUDS, PLATES AND MISC FRAMING HEM -FIR NO 2 OR SPRUCE -PINE -FIR NO 2 20.GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND ANSI/AITC STANDARDS. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC OR APA-EWS CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN GLULAM BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb = 2400 PSI, Fv = 265 PSI, E = 1800 KSI, UNO. ALL CANTILEVER GLULAM BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fb = 2400 PSI, Fv = 265 PSI, E = 1800 KSI, UNO. GLUED LAMINATED COLUMNS SHALL BE DOUGLAS FIR COMBINATION 3, L2D GRADE, Fc = 2300 PSI, Fb = 2000 PSI, E = 1900 KSI. 21.MANUFACTURED LUMBER, PSL, LVL, AND LSL, SHALL BE MANUFACTURED UNDER A PROCESS APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL PSL, LVL, AND LSL LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH ICC-ES REPORT ESR-1387 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. THE MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: PSL (2.OE) Fb = 2900 PSI E = 2000 KSI Fv = 290 PSI LVL (2.OE) Fb = 2600 PSI E = 2000 KSI Fv = 285 PSI LSL (1.55E) Fb = 2325 PSI E = 1550 KSI Fv = 310 PSI PSL COLUMN (1.8E) Fc = 2500 PSI E = 1800 KSI Fv = 190 PSI DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE TRUS-JOIST CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%. EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE. 22.PREFABRICATED PLYWOOD WEB JOIST DESIGN SHOWN ON PLANS IS BASED ON JOISTS MANUFACTURED BY THE TRUS-JOIST CORPORATION. ALTERNATE PLYWOOD WEB JOIST MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH PLYWOOD WEB JOIST PROVIDED. 23.PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS-1 OR PS-2. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. WALL SHEATHING SHALL BE 7/16" or 1 /2" (NOMINAL) WITH SPAN RATING 24/0 FLOOR SHEATHING SHALL BE 3/4" T&G (NOMINAL) WITH SPAN RATING 48/24 WATERPROOF DECK SHEATHING SHALL BE 3/4" T&G (NOMINAL) WITH SPAN RATING 48/24 FLAT ROOF SHEATHING SHALL BE 3/4" T&G (NOMINAL) WITH SPAN RATING 48/24 ROOF SHEATHING SHALL BE 1 /2" or 7/16" (NOMINAL) WITH SPAN RATING 32/16 FOR ROOFS WITH A PITCH GREATER THAN 2:12 REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 24.ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE OR (2)LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. 25. PRESSURE TREATED WOOD (INCLUDES PRESERVATIVE AND FIRE TREATED) SHALL BE TREATED PER AWPA STANDARDS. PRESSURE TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO RETENTION OF 0.25 PCF. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO A RETENTION OF 0.40 PCF. SODIUM BORATE (SBX) TREATED WOOD SHALL NOT BE USED WHERE EXPOSED TO WEATHER. FASTENERS AND TIMBER CONNECTORS WITHOUT AMMONIA IN DIRECT CONTACT WITH ACQ-A TO A RETENTION LEVEL OF 0.40 PCF), CBA-A (UP TO A RETENTION LEVEL OF 0.41 PCF), CA-B (UP TO A RETENTION LEVEL OF 0.21 PCF), SHALL BE G185 OR A185 HOT DIPPED OR CONTINUOUS HOT - GALVANIZED PER ASTM A653. FASTENERS AND TIMBER CONNECTORS WITH AMMONIA IN DIRECT CONTACT WITH ACQ-A (OVER A RETENTION LEVEL OF 0.40 PCF), CBA-A (OVER A RETENTION LEVEL OF 0.41 PCF), CA-B (OVER A RETENTION LEVEL OF 0.21 PCF), OR WITH ACZA TREATED WOOD SHALL BE TYPE 304 OR 316 STAINLESS STEEL. 26.TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2019. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL 2x JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "IUS" SERIES JOIST HANGERS. ALL DOUBLE -JOISTS BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "MIU" SERIES JOIST HANGERS. WHERE CONNECTOR STRAPS CONNECT (2)MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. 27.WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE TYPE LENGTH DIAMETER 8d COMMON 2-1/2" 0.131" 10d GUN 3" 0.131" 12d GUN 3-1/4" 0.131" 16d GUN 3-1/2" 0.131" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG SCREWS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (2015 EDITION) WITH A LEAD BORE HOLE OF 60-70% OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALLER LAG SCREWS. BOLT HOLES SHALL BE A MINIMUM OF 1 /321, TO A MAXIMUM OF 1 /16" LARGER THAN THE BOLT DIAMETER. HOLES SHALL BE ACCURATELY ALIGNED IN MAIN MEMBERS AND SIDE PLATES/MEMBERS. BOLTS SHALL NOT BE FORCIBLY DRIVEN. C. SDS AND SDWS SCREWS CALLED OUT ON PLAN ARE TIMBER SCREWS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. SCREWS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. EQUIVALENT SCREWS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. LAG SCREWS ARE NOT AN EQUIVALENT SUBSTITUTION. 28.WOOD FRAMING NOTES - THE FOLLOWING APPLY UNLESS NOTED OTHERWISE ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE IBC, THE AITC "TIMBER CONSTRUCTION MANUAL", AND THE AF&PA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION". MINIMUM NAILING, SHALL CONFORM TO TABLE 2304.10.1. OF THE IBC, UNO. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. B. WALL FRAMING: REFER TO ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SHALL BE SPACED AT 16"oc, UNO. (2)STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. (2)2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS IN STRUCTURAL WALLS, UNO. NAIL MULTI -MEMBER HEADERS WITH (2)ROWS IOd AT 12"oc. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER 10'-0" IN HEIGHT. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE AND BOTTOM PLATE TO EACH STUD WITH (3)1 Od NAILS. FACE NAIL DOUBLE TOP PLATES WITH 1 Od AT 12"oc AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE (12)1 Od NAILS AT 4"oc EACH SIDE OF JOINT. AT TOP PLATE INTERSECTIONS PROVIDE (3)1 Od FACE NAILS. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH (2)ROWS OF 12d NAILS AT 16"oc, OR ATTACHED TO CONCRETE BELOW WITH 5/8" DIAMETER ANCHOR BOLTS AT 4-0"oc EMBEDDED 7" MINIMUM, UNO. THERE SHALL BE A MINIMUM OF (2)BOLTS PER PLATE SECTION WITH (I) BOLT LOCATED NOT MORE THAN 12" OR LESS THAN 4-1/2" FROM EACH END OF THE PLATE SECTION. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH (2)ROWS OF 10d AT 16"oc. UNLESS NOTED OTHERWISE, GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH #6 x 1-1/4" TYPE S OR W SCREWS AT 12"oc. UNLESS NOTED OTHERWISE, 7/16" OR 1/2" (NOMINAL) APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAILS AT 6"oc AT PANEL EDGES AND TOP AND BOTTOM PLATES (BLOCK UN -SUPPORTED EDGES) AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS AT 12"oc. ALLOW 1 /8" SPACING AT ALL PANEL EDGES AND PANEL ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS, LINO. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL TIMBER JOISTS TO SUPPORTS WITH (3)1 Od NAILS AND NAIL TJI JOISTS TO SUPPORTS WITH (2)1 Od NAILS. ATTACH JOISTS TO BEAMS WITH SIMPSON JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH (2)ROWS 1 Od AT 12"oc. TOENAIL RIM JOIST TO TOP PLATE WITH 1 Od AT 6"oc. TOENAIL BLOCKING BETWEEN JOISTS TO TOP PLATE WITH (3)1 Od NAILS. UNLESS NOTED OTHERWISE ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED, AND NAILED AT 6"oc WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND AT 12"oc TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G 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 1 Od AT 12"oc, UNO. 29.NOTCHES AND HOLES IN WOOD FRAMING: A. SAWN LUMBER JOISTS AND RAFTERS: NOTCHES AT THE ENDS OF JOISTS SHALL NOT EXCEED 1 /4 THE JOIST DEPTH. NOTCHES IN THE TOP OR BOTTOM OF JOISTS SHALL NOT EXCEED 1 /6 THE JOIST DEPTH, BE LONGER THAN 1 /3 THE JOIST DEPTH, OR BE LOCATED IN THE MIDDLE 1 /3 OF THE SPAN. HOLES SHALL NOT BE WITHIN 2" OF THE TOP OR BOTTOM OF THE JOIST AND THE DIAMETER SHALL NOT EXCEED 1 /3 THE JOIST DEPTH. SPACING BETWEEN HOLES SHALL BE A MINIMUM OF (2)TIMES THE DIAMETER OF THE LARGEST HOLE OR 2" AND SHALL BE LOCATED A MINIMUM OF 2" FROM ANY NOTCH. B. EXTERIOR AND BEARING WALLS: WOOD STUDS ARE PERMITTED TO BE NOTCHED TO A DEPTH NOT EXCEEDING 1 /4 OF ITS WIDTH. A HOLE NOT GREATER IN DIAMETER THAN 40% OF THE STUD WIDTH IS PERMITTED IN WOOD STUDS. HOLES SHALL NOT BE WITHIN 5/8" TO THE EDGE OF THE STUD. SPACING BETWEEN HOLES SHALL BE A MINIMUM OF (2)TIMES THE DIAMETER OF THE LARGEST HOLE OR 2" AND SHALL NOT BE LOCATED AT THE SAME SECTION AS A NOTCH. C. CUTS, NOTCHES, AND HOLES IN MANUFACTURED LUMBER, PREFABRICATED PLYWOOD WEB JOISTS, AND PREFABRICATED TRUSSES ARE PROHIBITED EXCEPT WHERE NOTED ON STRUCTURAL PLANS OR PERMITTED BY MANUFACTURER'S RECOMMENDATIONS. 30.ELECTRICAL, MECHANICAL, PLUMBING, AND DRAINAGE SYSTEMS SHALL BE DESIGNED TO ACCOMMODATE THE DIFFERENTIAL SHRINKAGE OR MOVEMENT OF THE WOOD STRUCTURE (3/8" PER FLOOR). A 31.DEFLECTION OF CANTILEVERS SHALL BE CLOSELY MONITORED BY THE CONTRACTOR DURING CONSTRUCTION. CONTRACTOR TO VERIFY AND ENSURE ALL POST CAPS AND POST BEARING CONDITIONS ARE INSTALLED IN STRICT CONFORMANCE TO THE STRUCTURAL PLANS. CANTILEVERS IN WOOD FRAMING CAN DEFLECT UP TO 1 /8" PER FOOT (I.E. 4' CANTILEVER MAY DEFLECT 1 /2"). IF DEFLECTION EXCEEDS 1 /8" PER FOOT NOTIFY STRUCTURAL ENGINEER IMMEDIATELY. BEFORE FINISHES ARE INSTALLED, FLOORS AT OR ABOVE CANTILEVERS MAY REQUIRE LEVELING COMPOUND AND SOFFITS FURRED TO MAKE THEM LEVEL. 32.PREFABRICATED CONNECTOR PLATE WOOD FLOOR TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH THE "NATIONAL DESIGN STANDARD FOR METAL PLATE - CONNECTED WOOD TRUSS CONSTRUCTION", ANSI/TPI 1 BY THE TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. LOADING SHALL BE AS FOLLOWS: TOP CHORD LIVE LOAD 40 PSF TOP CHORD DEAD LOAD 10 PSF BOTTOM CHORD DEAD LOAD 5 PSF TOTAL LOAD 55 PSF REFER TO PLAN FOR ADDITIONAL LOADING. ALL FLOOR TRUSSES SHALL BE DESIGNED FOR A MAXIMUM LIVE LOAD DEFLECTION OF THE SPAN DIVIDED BY 480. WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL). SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BE STAMPED AND SIGNED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. PROVIDE FOR SHAPE BEARING POINTS, INTERSECTIONS, ETC, SHOWN ON THE DRAWINGS. 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. 33.PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH THE "NATIONAL DESIGN STANDARD FOR METAL PLATE - CONNECTED WOOD TRUSS CONSTRUCTION", ANSI/TPI 1 BY THE TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. LOADING SHALL BE AS FOLLOWS: TOP CHORD LIVE LOAD 25 PSF TOP CHORD DEAD LOAD 10 PSF BOTTOM CHORD DEAD LOAD 5 PSF TOTAL LOAD 40 PSF WIND UPLIFT (TOP CHORD) 10 PSF BOTTOM CHORD LIVE LOAD 10 PSF (BOTTOM CHORD LIVE LOAD DOES NOT ACT CONCURRENTLY WITH THE ROOF LIVE LOAD) REFER TO PLAN FOR ADDITIONAL LOADING TRUSSES SHALL BE DESIGNED TO NOT ALLOW LIMITED STORAGE PER IBC TABLE 1607.1. WEBS SHALL BE CONFIGURED SO THAT ALL OPENINGS ARE SMALLER THAN 24" WIDE x 42" HIGH. WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL). SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BE STAMPED AND SIGNED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. 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, ROOF OVER -FRAMING, 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. FOR ABBREVIATIONS SEE 1 /S3.1 2CDaZ own �Qz�� (nQw Q��(D 1rn z LLIv! 122 S JACKSON ST - SUITE 210 SEATTLE, WA 98104 - 206.789.6038 co W ('N lL � J W 00 Q M J J Q / J �N C. TS4 pF WAS hQ O _ z •p ,p assss o ki � F�/STERO S�oNA�E� RECEI\ Dec 28 2( PROJECT NO 01 86.2023.02.OJTY OF EDMOl PROJECT MANAGER DRAFtOPMENTSE DRAWN JSDDEPARTMEN ENGINEER NATE MOORE 206.602.9537 NATEM@MALSAM-TSANG.COM REV DESCRIPTION DATE PERMIT SET 1 2.6.23 ARCH McNAUGHTON ASSOCIATES 425.830.2753 CLIENT VILLAGE LIFE GENERAL STRUCTURAL NOTES sloo SCALE - NTS Q SEE PLAN FOR SL THICKNESS AND REINFORCING (1 CUT ALTERNATE WIRES AT JOINT SEE PLAN FOR SLAB THICKNESS AND REINFORCING (TYP) NOTE: CONTROL JOINT „ SECOND POUR �I, FIRST POUR CONSTRUCTION JOINT -1 /2" PRE -MOLDED OASTIC JOINT STRIP MAY BE SAW CUT JTRACTOR'S OPTION) I LllJllV VAPOR BARRIER AND COMPACTED GRANULAR FILL PER PLAN KEYKOLD" JOINT. =1NF 1-1/2"CLEAR JT EACH SIDE PLASTIC VAPOR BARRIER AND COMPACTED GRANULAR FILL PER PLAN PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF 200 SQUARE FEET OR LESS. AREAS TO BE APPROX SQUARE AND HAVE NO ACUTE ANGLES. JOINT 1 LOCATIONS TO BE APPROVED BY THE ARCHITECT. TYPICAL SLAB JOINTS N w o_ Q z_ LU o' Q F—. O - .. .. o a - 4 a ° dl d PIPE SLEEVES a ° a ° AS REQ 97 I I I ' I a I I I I I 1-1 l l I a — — I I —I 111- Aill d a 11 M 10 a. d III=1 2'-0" MIN PROVIDE PANEL EDGE NAILING OVER ALL HOLDOWN STUDS OR (2)ROWS AT POST HOLDOWN STUDS/POST PER SCHEDULE HDU HOLDOWN w/ SIDS 1 /4" 0 x 2-1/2" SCREWS SHEARWALL PER PLAN —\ .L- CONT #4 x 6-0" EA SIDE OF ° AB (WRAP AROUND CORNER a AS REQD) AT HDU8 SB PER SCHEDULE ' HDU HOLDOWN SCHEDULE ALLOWED BELOW THIS LINE PIPE AND TRENCH LOCATIONS NAIL MULTIPLE HOLDOWN STUDS w/ (2)1 Od AT 6"oc HOLDOWN CAN BE ATTACHED TO BEARING (TRIMMER) STUDS FRAMING CONT WHERE OCCURS 4, a d O d Q 1111 SSTB PER SCHEDULE ALL -THREAD PER SCHEDULE PLATE WASHER PER SCHEDULE CORNER BARS TO — MATCH HORIZ REINF CORNER BARS TO MATCH EXTERIOR HORIZ REINF d d a a ------------- d d 4 4� 1 4 d ADDITIONAL VERT BARS Q a a SINGLE CURTAIN CORNER BARS TO MATCH CROSS WALL HORIZ REINF 24 TYP CORNER BARS:NF— CROSS WALL CORNER BARS TO MATCH CROSS WALL HORIZ REINF a O d O d d a ADDITIONAL TYP COR VERT BARS � a a d CROSS V DOUBLE CURTAIN 24 \,IER BARS:NF TALL 3 TYP CORNER BARS AT CONCRETE WALLS AND FTGS D , 4'-0" MIN CONCRETE WALL ADD (2)#4 DIAGONAL IN WALL C a X =III—III=III=III a _ I1 M MII III„IIII ,ill I I � NORMAL FOOTING - REINFORCING -1111 a ADD BARS TO MATCH NORMAL IIIIIIII REINFORCING —�=I d LINE OF EXCAVATION - _ a NORMAL FOOTING REINFORCING 7 TYPICAL STEPPED FOOTING MIN 2 STUDS (MIN (3)STUDS WHERE NAIL MULTIPLE CORNER OR END OCCURS) HOLDOWN STUDS { l I w/ (2)1 Od AT 6"oc PROVIDE PANEL EDGE { I I s NAILING OVER ALL HOLDOWN EXTRA STUD AT CORNER STUDS OR (2)ROWS AT POST { OR END CONDITION HOLDOWN PER PLAN HOLDOWN CAN BE INSTALL OVER SHEATHING ;I ATTACHED TO BEARING (TRIMMER) STUDS LEAVE STRAP UN -NAILED JUST PRIOR TO COVERING FRAMING CONT WHERE OCCURS SHEARWALL PER PLAN PLAN AT STEMWALL AT FOOTINGO HD POSTOO MARK AB EMBED ALL -THREAD WASHER EMBED 4x WALL 6x WALL HDU2 5/8" 0 - SSTB16(L) 12-5/8" 5/8" 0 1-3/4"SQ x 1 /2 9" (2)2x4 (2)2x6 HDU4 5/8" 0 - S135/8 x 24 18" 5/8" 0 1-3/4"SQ x 1 /2 9" (2)2x4 (2)2x6 HDU5 5/8" 0 - S135/8 x 24 1 18" 5/8" QS 1 1-3/4"SQ x 1 /2 9" (2)2x4 (2)2x6 HDU8 7/8" 0 - S137/8 x 24 18" 7/8"0 2-1 /2"SQ x 1 /2 12" 4x6 6x6 0 pa 1-1/2" MIN, UNC I0IJ ° a A I 1.1 � 101I d �L LSTHD/STHD HOLDOWN SCHEDULE PLAN MARK NAILS Q HD POST Q LSTHD8(RJ) (20)16d SINKERS DBL STUD STHD10(RJ) (28)16dSINKERS DBL STUD STHD14(RJ) (30)16dSINKERS DBL STUD CORNER OR END OF FDN WHERE OCCURS 2 0az v!Q~W J(f��Z a�z U) W 122 S JACKSON ST - SUITE 210 SEATTLE, WA 98104 - 206.789.6038 CID W N U. � J � W V 00 Q M J J Q / J CL r C. TSl pF WAS A z O _ z � F�/STERN RECEI\ Dec 28 2( PROJECT NO 0186.2023.02.O1TYOF EDM01 PROJECT MANAGER DRA tOPMENTSE DRAWN JSDDEPARTMEN ENGINEER NATE MOORE 206.602.9537 NATEM@MALSAM-TSANG.COM REV DESCRIPTION DATE PERMIT SET 1 2.6.23 ARCH McNAUGHTON ASSOCIATES 425.830.2753 CLIENT VILLAGE LIFE TYPICAL CONCRETE DETAILS 9 10 A307 ALL -THREAD w/ PLATE WASHER PER SCHEDULE AND DOUBLE NUT BOTTOM OR EQUIVALENT SIMPSON PAB Q MINIMUM SIZE OF POST UNO ON FRAMING PLANS Q 16d SINKERS = 0.148" O x 3-1 /4" O MINIMUM SIZE OF POST UNO ON FRAMING PLANS 12 S3,oO SCALE - NTS ABBREVIATIONS SHEARWALL PER PLAN ± PLUS OR MINUS GL GLUE LAMINATED OSB ORIENTED STRAND 0 DIAMETER TIMBER BOARD PANEL EDGE NAILING o AB ANCHOR BOLT GR GRADE PLF POUNDS PER LINEAR OVER HOEDOWN STUDS SHEATHE AND NAIL w ADDL ADDITIONAL GT GIRDER TRUSS FOOT ALT ALTERNATE GWB GYPSUM WALLBOARD PLY PLYWOOD BOTH SIDES APPROX APPROXIMATE HD HOLDOWN PREFAB PREFABRICATED HOEDOWN PER PLAN WHERE OCCURS ARCH ARCHITECT, HDR HEADER PSF POUNDS PER ABU POST BASE a ARCHITECTURAL HF HEM FIR SQUARE FOOT w/ 5/8" O EXP ANCHOR, z BLKG BLOCKING HGR HANGER PSI POUNDS PER EMBED 5"INTO STEMWALL g POST PER PLAN PT 2x PLATE w/ AB a BM BEAM HM HIP MASTER SQUARE INCH o BOE BOTTOM OF HORIZ HORIZONTAL PSL PARALLEL STRAND PER SHEARWALL SCHEDULE o EXCAVATION HT HEIGHT LUMBER NAILING PER SHEARWALL (5/8" O AT 48"oc ELSEWHERE) BOT BOTTOM IBC INTERNATIONAL PT PRESSURE TREATED SLAB ON GRADE SCHEDULE PER PLAN I I JOIST DIRECTION AND W CL CENTERLINE BUILDING CODE LUMBER SLAB ON GRADE I I SHEATHING PER PLAN z CLR CLEARANCE INT INTERIOR REINF REINFORCING UL— z CONT CONTINUOUS IRC INTERNATIONAL REQD REQUIRED II° d WHERE OCCURS II I o DBL DOUBLE RESIDENTIAL CODE SOG SLAB ON GRADE a DF DOUGLAS FIR JST JOIST SQ SQUARE x ° II III I —III —III —III —III —III II Q #4 AT 18"oc w/ ^^ I1=1 I —III —I I1=1I1=1 I1=1I1=1I1=1I1=1 IAl — a DP DEEP, DEPTH K KIPS (1000 LBS) STD STANDARD Z =III=III-III-III-III-III-III-III-III-III a DN DOWN KP KING POST SW SHEARWALL o STANDARD HOOK ° 00 (2)#4 CONT TOP DS DRAG STRUT L LENGTH T&G TONGUE AND GROOVECo -11I �I I� III=11I-11I �I I� III —I al o DWGS DRAWINGS LBS POUNDS THIRD THREADED STUB OUT #4 AT IIIII O (E) EXISTING LONG LONGITUDINAL TPL TRIPLE 18 oc III— Q Q #4 AT 48"oc VERT =1 LB SERIES HANGER = III =1I � Z � ALT HOOKS) =1I=1 EA EACH LSL LAMINATED TRANSV TRANSVERSE —III—III—III -III—III—I =III= 1 #4 TOP AND BOTTOM HORIZ ( d O o o II —III EMBED EMBEDMENT STRUCTURAL LUMBER TYP TYPICAL o EQ EQUAL LVL LAMINATED VENEER UNO UNLESS NOTED Z =1 4" 1 III "' 'O `�'—i—III (2)LAYERS OF BLDG PAPER -III=III SNUG FIT BETWEEN JOISTS EQUIV EQUIVALENT LUMBER OTHERWISE=111:1 AND WALL EW EACH WAY MAX MAXIMUM VERT VERTICAL - (2)#4 CONT --- 1I=I II=III=III EXP EXPANSION MB MACHINE BOLT W WIDE OR WIDTH IIII -1I a ° IIII III EXT EXTERIOR MFR MANUFACTURER w/ WITH MEN-III=II—I—III—I1=—III- FDN FOUNDATION MIN MINIMUM w/o WITHOUT 1= II=111 III —III III III —I FRMG FRAMING MISC MISCELLANEOUS WHS WELDED HEADED II IIII III III III 1I— FT FEET NO NUMBER STUD „111111-III-III=III 8" 4" FTG FOOTING NTS NOT TO SCALE WTS WELDED THREADED 6" OR 8" 4" GA GAUGE oc ON CENTER STUD 121, PER ARCH2 3 GALV GALVANIZED OPP OPPOSITE WWM WELDED WIRE MESH !� PANEL EDGE NAILING OVER ALL HOLDOWN STUDS SHEARWALL PER PLAN PT 2x PLATE w/ AB 7_1 PER SHEARWALL SCHEDULE HOLDOWN PER PLAN I (5/8" O AT 48"oc ELSEWHERE) II SLAB ON GRADE I I SLAB ON GRADE PER PLAN WHERE OCCURS I ---—— — — — — —— 00 (2)#4 CONT TOP ° -III—III—III—III—III—III III I ; I _ 1=1 11=1 11=1 11=1 11=1 11=1 I I —III I;; I 1=1 11=1 I I-1 11=1 11=1 I I-1 I I=1 11=1 11=1 I I- -III—III—III—III—III—III—I � I —I d ; -III—III—III—III—III—III—III—III—III—I Q —III I- III III III III II III III III � Z IIIIII I d Illlllll o � II —I III —I —I 11= I I III- #4 AT 48"oc VERT II = �I II II l (ALT HOOKS) I I I_I 11= 10 I-11 �- -d III=1 #4 CONT III= — - (2 ) a III —I =1 I =1 I I= = I 1—I F I I— I I III III —III III III —I =1 I I —III III Ili III=1 I I=1 11= 4" 8" 4" 5 6 7 8 A35(4 LOCH .. dl II d I� I I I1 °II 1 41 Ir II 1 1 n.. I 1 °.. a 1°1 u° as . d u a (2)ROWS OF PANEL EDGE NAILING INTO HEADER SHEARWALL PER PLAN 4x6 POST EACH SIDE HOLDOWN PER PLAN (2)5/8" 0 AB EMBED 7" 4x PT SILL PLATE 1 /2" EDGE DISTANCE 8" CONCRETE WALL w/ #4 AT 10"oc EA WAY AND (2)#4 VERT EACH END OF WALL (2)1 Od TOENAILS EA BLOCK JOISTS AND SHEATHING PER PLAN A34 EA SIDE OF --\ Z POST w/ POWDER ACTUATED ANCHOR Z I L o (2)LAYERS OF BUILDING PAPER CID [ d ' ° d d ° a d d O 8d AT 6"oc INTO 2x BLOCKING (2)1 Od TOENAILS THRU EA JOIST HEADER/BEAM PER PLAN 2x4 x 1'-6" EA SIDE w/ (8)1 Od POST PER PLAN FOOTING SIZE AND REINF PER PLAN z v!Q~W JUz a�-�z (n W 122 S JACKSON ST - SUITE 210 SEATTLE, WA 98104 - 206.789.6038 r C. TSl pF WAS A z O Z 43968 p (V F�/STERN s'0NAIL RECEI\ Dec 28 2( PROJECT NO 01 86.2023.02.O6 OF EDMOI PROJECT MANAGER DRA tOPMENTSE DRAWN JSDDEPARTMEN ENGINEER NATE MOORE 206.602.9537 NATEM@MALSAM-TSANG.COM REV DESCRIPTION DATE PERMIT SET 1 2.6.23 ARCH McNAUGHTON ASSOCIATES 425.830.2753 CLIENT VILLAGE LIFE CONCRETE DETAILS S3,ol SCALE - NTS Q EARWALL PER PLAN EARWALL PER PLAN O PANEL EDGE NAILING PER SHEARWALL SCHEDULE 02 1 Od NAILING PER SHEARWALL SCHEDULE 03 1 Od NAILING PER SHEARWALL SCHEDULE OF HIGHER CAPACITY SHEARWALL or 1 Od AT 12"oc AT NON-SHEARWALLS 2WALL PER PLAN 2WALL PER PLAN 2WALL PER PLAN SCALE: 1-1 /2" = 1'-0" TYPICAL SHEARWALL INTERSECTIONS ECCQ SERIES COLUMN CAP AS REQD TO FIT BEAM AND POST BEAM PER PLAN SPLICE WHERE SHOWN ON PLAN ----------------- -- ----------- 4 ------------- -----------� NO WALL PLATES ALLOWED BETWEEN POST AND CAP CCQ SERIES COLUMN CAP AS REQD TO FIT BEAM AND POST 'LAN ;A TRUSS BLK BETWEEN FLOOR TRUSSES PANEL EDGE NAILING OF SHEARWALL BELOW FLOOR TRUSS PER PLAN SHEATHE AND NAIL TO MATCH SHEARWALL BELOW y' _____--'��_________________ ------------ TRUSS MFR TOP PLATE CONNECTIOo TO DESIGN TRUSS PER SHEARWALL SCHEDU FOR INTERIOR BEARING POINT PANEL EDGE NAILING SHEATHING PANEL JOINT w/ PANEL EDGE NAILING 2x4 BLOCKING BETWEEN STUDS PANEL EDGE NAILING- ][a BOTTOM PLATE BEARING WALL CONNECTION NON -BEARING WALL NOTE: SEE SHEARWALL SCHEDULE FOR ALL NAILING AND CONNECTIONS, NOT OTHERWISE NOTED 8d AT 6"oc TRUSS MFR T DESIGN FLO TO BEAR O� BEAM PER P 8d AT 6"oc GIRDER TRU TYPICAL SHEARWALL CONSTRUCTION TRUSSES AND PER PLAN 1CK BETWEEN USS BLOCK INTO BEAM USSES AND 3 PER PLAN l'ER TRUSS MFR TYPICAL DROPPED BEAM AND GIRDER TRUSS SHEATHING EDGE EDGE NAILING OVER EA STUD 10d NAILING PER SCHEDULE DETAIL A PLAN VIEW AT ABUTTING PANEL EDGES OF SW3 AND SW2 SHEARWALL SCHEDULE000000 MARK SHEATHING PANEL EDGE NAILING TOP PLATE CONNECTION BASE PLATE CONNECTION TRUSS RIM/BEAM® AT WOOD AT CONCRETE SW6 1 /2" PLY or 7/16" OSB 8d AT 6"oc 1 Od AT 6"oc A35 AT 30"oc 12d AT 6"oc 5/8" Q AB AT 48"oc SW4 1 /2" PLY or 7/16" OSB 8d AT 4"oc 1 Od AT 4"oc A35 AT 18"oc 12d AT 4"oc 5/8" 0 AB AT 42"oc SW3 ® 1/2" PLY or 7/16" OSB 8d AT 3"oc (2)ROWS IOd AT 6"oc A35 AT 16"oc (2)ROWS 12d AT 6"oc 5/8"0 AB AT 36"oc SW2 OQ 1 /2" PLY or 7/16" OSB 8d AT 2"oc (2)ROWS l Od AT 4"oc A35 AT 12"oc (2)ROWS 12d AT 4"oc 5/8" 0 AB AT 24"oc BLOCK PANEL EDGES WITH 2x4 LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d AT 12"oc. Q 8d NAILS SHALL BE 0.131"0 x 2-1/2", 10d NAILS SHALL BE 0.131"0 x 3", AND 12d NAILS SHALL BE 0.131"0 x 3-1 /4". EMBED ANCHOR BOLTS AT LEAST 7". ALL BOLTS SHALL HAVE 3" x 3" x 0.229" PLATE WASHERS. THE PLATE WASHER SHALL EXTEND TO WITHIN 1 /2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING. 04 3x STUDS OR DBL STUDS NAILED TOGETHER w/ 1 Od NAILING IS REQD AT ABUTTING PANEL EDGES OF SW3 AND SW2. REFER TO DETAIL A. WHERE 3x STUDS ARE USED, STAGGER NAILS AT ADJOINING PANEL EDGES. 05 TWO STUDS MINIMUM OR POST PER PLAN ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND ALL END STUDS SHALL RECEIVE PANEL EDGE NAILING. © ALL EXTERIOR WALLS SHALL BE SW6, UNLESS NOTED OTHERWISE. 0 NAILS SHALL NOT BE SPACED LESS THAN 3/8" FROM EDGES OF SHEATHING. SHEATHING NAILS SHALL BE DRIVEN SO THEIR HEADS ARE FLUSH WITH SHEATHING (NOT COUNTERSUNK). ® LTP4's INSTALLED OVER SHEATHING WITH 8d (0.131"0 x 2-1/2") NAILS MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. 10d AT 12"oc STAGGERED ELSEWHERE BOTTOM CHORD SPLICE 4-0" MIN BETWEEN SPLICES SPLICE TO OCCUR AT OF VERT STUD TYPICAL NOTE: 1. NAILING AT TOP PLATE SPLICES MAY BE ELIMINATED w/ CS 16 x 30" 2. WHERE VERTICAL PENETRATIONS THRU PLATE EXCEED 1" FOR A 4x WALL OR 3" FOR A 6x WALL - PROVIDE CS16 x 30" AT TOP PLATE 3. MINIMUM EDGE DISTANCE FOR VERTICAL PENETRATIONS THRU TOP PLATE IS 1-1/4" AT SHEARWALLS TYPICAL TOP PLATE SPLICE PANEL SHEAR\ FULL HEIGHT STUDS AROUND WALL OPENING (TYP) ri HEADER LOCATED DIRECTLY OVER OPENING CS16 STRAP OVER SHEATHING (TYP) 2x4 FLAT BLOCKING (TYP AT STRAP LOCATIONS) NAIL SHEATHING TO BLKG w/ PANEL EDGE NAILING PER SHEARWALL SCHEDULE (TYP) DOUBLE TOP PLATE A35 AT TOP AND BOTTOM OMIT AT OPENINGS < 6-0" AT EXTERIOR WALLS ONLY (6)1 Od INTO HEADER TYPICAL STUDS DOUBLE KING STUD WHERE OPENING > 8'-0" BOTTOM PLATE NAIL MULTIPLE HOLDOWN STUDS w/ (2)1 Od AT 6"oc SHEARWALL PER PLAN SHEATHING PER PLAN FLOOR TRUSS DIRECTION PER PLAN LEAVE HOLDOWN — UN -NAILED UNTIL JUST PRIOR TO COVERING HEADER OR BEAM PER PLAN WHERE OPENING > 8'-0" LOCATE DIRECTLY OVER OPENING \\\\\\\\ \ HEADER BE TIGHT AGAINST NST EXT SHEATHING II II ♦— — — — — — — — — — — im ADDITIONAL BEARING 'TRIMMER' I STUDS WHERE SPECIFIED ON PLAN I 1. PROVIDE (2)BEARING (TRIMMER) I STUDS AT ENDS OF ALL HEADERS T OR BEAMS 6-0" OR OVER IN LENGTH T I DOUBLE SILL PLATES WHERE OPENING > 6-0" ---- 1T----- II II II II II II II II �I II TYPICAL HEADER SUPPORT H HOLDOWN CAN BE ATTACHED TO BEARING Z 'TRIMMER' STUD CS HOLDOWN PER PLAN INSTALLED OVER SHEATHING w/ (16)8d EA END OF STRAP \ -- ;- --� I ' I Z_ — � I I� -' Z � II II � II II FULL WIDTH VERT GRAIN 2x BLKG TO MATCH HOLDOWN STUDS HEADER/BEAM PER PLAN REFER TO PLAN FOR LOCATIONS WHERE WALL CONTINUES BEARING (TRIMMER) STUD BELOW HEADER/BEAM - Pl az ' �QzLu �� v!Q~W JU�z U) W 122 S JACKSON ST - SUITE 210 SEATTLE, WA 98104 - 206.789.6038 �N C. TS4 pF WAS A z O Z � F�/STERN RECEI\ Dec 28 2( PROJECT NO 0186.2023.02.O1TYOFEDM01 PROJECT MANAGER DRA tOPMENTSE DRAWN JSDDEPARTMEN ENGINEER NATE MOORE 206.602.9537 NATEM@MALSAM-TSANG.COM REV DESCRIPTION DATE PERMIT SET 1 2.6.23 ARCH McNAUGHTON ASSOCIATES 425.830.2753 CLIENT VILLAGE LIFE TYPICAL WOOD FRAMING DETAILS E 10 TYPICAL CS16 HOEDOWN 12 S490 SCALE - NTS VERT GRAIN TRUSS o III I III I III I / BEARING BLOCK SHEARWALL PER PLAN 2x BLKG w/ (4)1 Od SHEARWALL PER PLAN 2x BLKG w/ (4)1 Od w VERT GRAIN BLKG TO MATCH PANEL EDGE NAILING (2)1 Od TOENAILS EA TRUSS PANEL EDGE NAILING (2)1 Od TOENAILS EA TRUSS PANEL EDGE NAILING HOEDOWN STUDS AND POSTS 0 OVER ALL HOLDOWN STUDS OVER ALL HOLDOWN STUDS OVER ALL HOLDOWN STUDS a A35 PER SHEARWALL Z HOLDOWN PER PLAN SCHEDULE 0 o NAILING PER SHEARWALL TOP CHORD BEARING NAILING PER SHEARWALL TOP CHORD BEARING NAILING PER SHEARWALL FLOOR TRUSSES AND o SCHEDULE FLOOR TRUSSES AND SCHEDULE FLOOR TRUSSES AND SCHEDULE SHEATHING PER PLAN SHEATHING PER PLAN SHEATHING PER PLAN z 1 Od AT 6"oc AT EA ADDITIONAL 2x6 CONT RIBBON Z 2x PLATE ABOVE BEAM BOARD TOP AND 0 BOT w/ (2)1 Od EA w FLOOR TRUSS z 0 BEAM PER PLAN z BEAM PER PLAN z 7- SHEATHE AND O N 1 /2" MAX SPACE 1 /2" MAX SPACE U Q NAIL TO MATCH = SHEARWALL BELOW N N Co CS HOLDOWN PER PLAN CS HOLDOWN PER PLAN O w/ (16)8d EACH END OF STRAP w/ (16)8d EACH END OF STRAP LEAVE ONE END OF /\ HEADER/BEAM INTO HOLDOWN STUDS AND INTO HOLDOWN STUDS AND STRAP UN -NAILED UNTIL / — PER PLAN o BEAM BELOW BEAM BELOW JUST PRIOR TO COVERING v SHEARWALL PER NAILING PER SHE SCHEDULE USSES AND PER PLAN Z-A`t Lr L".... IC IKI G BELOW SHEARWALL SHEARWALL PER PLAN 1 2 3 4 PANEL EDGE NAILING OVER ALL HOLDOWN STUDS HOLDOWN PER PLAN — NAILING PER SHEARWALL SCHEDULE VERT STUD OF END TRUSS AT 16"oc O � z z = SHEATHE AND 00 w NAIL TO MATCH = SHEARWALL BELOW V) / LEAVE ONE END OF /\ STRAP UN -NAILED UNTIL / JUST PRIOR TO COVERING / / SHEARWALL PER PLAN rAA VERT GRAIN BLKG TO MATCH HOLDOWN STUDS AND POSTS TOP PLATE CONNECTION PER SHEARWALL SCHEDULE FLOOR TRUSSES AND SHEATHING PER PLAN \L� ,>r _________ _______________----__ HEADER/BEAM PER PLAN SHEARWALL PER PLAN NAILING PER SHEARWALL SCHEDULE 2x6 CONT RIBBON BOARD TOP AND BOT w/ (2)1 Od EACH FLOOR TRUSS TRUSS BEARING BLOCK TRUSS MFR TO DESIGN — FOR 240 PLF FROM ROOF AND WALL ABOVE TRUSS BLKG, TRUSS MFR TO DESIGN TO TRANSFER 100- LBS/FT LATERALLY BETWEEN TOP AND BOT CHORD PANEL EDGE NAILING - OF SHEARWALL BELOW SHEARWALL PANEL EDGE NAILING HEADER/BEAM PER PLAN SHEARWALL PER PLAN PANEL EDGE NAILING OF SHEARWALL BELOW TOP PLATE CONNECTION PER SHEARWALL SCHEDULE (I Od AT 6"oc ELSEWHERE) FLOOR TRUSSES AND SHEATHING PER PLAN (2)1 Od TOENAILS EA TRUSS /\ HEADER/BEAM PER PLAN I TRUSS MFR TO DESIGN FLOOR TRUSS TO BEAR ON WALL FLOOR TRUSSES AND SHEATHING PER PLAN TRUSS BLKG, TRUSS MFR TO DESIGN TO TRANSFER 190- LBS/FT LATERALLY BETWEEN TOP AND BOT CHORD TOP PLATE CONNECTION PER SHEARWALL SCHEDULE (10d AT Coc ELSEWHERE) � z - � �Qz1:1:�' E v!Q~W J�0z a��z (n W 122 S JACKSON ST - SUITE 210 SEATTLE, WA 98104 - 206.789.6038 �N C. TS-'-'N pF WAS hQ O _ Z 43968 p (V F�/STERN s'0NAIL RECEI\ Dec 28 2( PROJECT NO 0186.2023.02.O1TYOF EDM01 PROJECT MANAGER DRA tOPMENTSE DRAWN JSDDEPARTMEN ENGINEER NATE MOORE 206.602.9537 NATEM@MALSAM-TSANG.COM REV DESCRIPTION DATE PERMIT SET 1 2.6.23 ARCH McNAUGHTON ASSOCIATES 425.830.2753 CLIENT VILLAGE LIFE WOOD FRAMING DETAILS 9 10 12 S4,01 SCALE - NTS Q 2x BLKG A w/ (2)1 Od 8d AT 6"oc 2x6 LEDGES (3)1 Od EAC PRE-MFR TR SHEATHING RAFTERS AND SHE/ PER PLAN FULL DEPTH 2x BLO (DRILL TO VENT AS w/ 8d AT Coc FASCIA PER ARCH E a M POST AND POST C, N PER PLAN 0 -o ' L C, i3 is o �o 00 ad "RE-MFR TRUSSES ANI HEATHING PER PLAT STC CLIP AT 48"oc IL MID -HEIGHT OF SL YPSUM WALL BOAR WHERE OCCURS AND CONN PER AF IOT CONNECT TO FF HIN 16" OF WALL PL, NECT TO WALL PLA- BOARD BACKING ION -BEARING WALL PER ARCH PRE-MFR TRUSSES F SHEATHING PER PL FULL DEPTH 2x BLO DRILL TO VENT AS F w/ 8d AT 6"oc FASCIA PER ARCH POST AND POST C, PER PLAN SCISSOR TRUSS WHERE OCCURS H2.5A EACH TRUSS H2.5A EACH SIDE OF MULTIPLE TRUSSES HEADER/BEAM PER PLAN PRE-MFR TRUS` !` " "'^ SHEATHING PE RBC AT 36"oc FULL DEPTH 2x DRILL TO VENT w/ 8d AT Coc FASCIA PER A SHEARWALL P SCISSOR TRUSS WHERE OCCURS H2.5A EACH TRUSS H2.5A EACH SIDE OF MULTIPLE TRUSSES HEADER/BEAM PER PLAN PARALLEL PERPENDICULAR NON-STRUCTURAL WALL CONNECTION TO ROOF TRUSSES 2 3 35 AT 36"oc 12.5A EACH RAFTER 12.5A EACH SIDE OF 4ULTIPLE RAFTERS IEADER/BEAM ER PLAN ;A E 8d AT Coc 1 Od AT 6"o< PRE-MFR TR SHEATHING HANGER PE 2x LEDGER SDS SCREW LUS/LSU SEF HANGER RAFTERS A� PER PLAN SHEARWAL T 10 PRE-MFR TRUS: SHEATHING PE RBC AT 36"oc 2x BLOCKING DRILL TO VEN1 w/ 8d AT 6"oc FASCIA PER A SHEATHING TC SHEATHE AND SHEARWALL P PANEL EDGE NAILING ^� SHEARWALL BELOW PRE-MFR TRUSSES ANI SHEATHING PER PLAN SHEARWALL PER PLAI PANEL EDGE NAIL" SHEARWALL BELO PRE-MFR TRUSSES, SHEATHING PER PI 2x NAILER w/ 1Od NAILING PER SHEARWALL BELO 7/16" OSB OR PLY' OVER WALL - FULL OF SHEARWALL SHEARWALL PER F__ 2x4 BLOCKING w/ 1 Od AT Coc SCISSOR TRUSS WHERE OCCURS H2.5A EACH TRUSS H2.5A EACH SIDE OF MULTIPLE TRUSSES HEADER/BEAM PER PLAN ri RUSS TO BE DESIGNED D TRANSFER LOAD PER PLAN 4,TERALLY BETWEEN TOP AND OT CHORD FOR ENTIRE LENGTH )F TRUSS 35 PER SHEARWALL -_HEDULE RUSS TO BE DESIGNED D TRANSFER LOAD PER PLAN A,TERALLY BETWEEN TOP ND BOT CHORD FOR NTIRE LENGTH OF TRUSS ANEL EDGE NAILING PER HEARWALL BELOW PER ARCH (1'-6" MAX) FASCIA PER ARCH A34 (BRACE - TO TOP PLATE) SHEARWALL PER PLAN 8d AT 6"oc 2x4 OUTLOOKERS LAID FLAT AT 24"oc NOTCH TO LET OUTLOOKERS THRU (2)1 Od EA OUTLOOK GABLE END TRUSS SHEATHE AND NAIL PER SW6 A35 AT 36"oc PRE-MFR TRUSSES AND SHEATHING PER PLAN — 2x4 BLKG w/ (2)1 Od THRU TRUSS TOP CHORD EA END AND (5)8d THRU SHEATHING (6)1 Od THRU BLOCK INTO BRACE 2x4 ((2)2x4 WHERE LENGTH EXCEEDS 6-0") BRACE REQD ONLY AT 8'-0"oc MAX NAIL (2)2x4 w/ (2)1 Od AT 12"oc 12 M 2CDa(ZD �Qz�� CoQw JU)0z z f U) UJI 122 S JACKSON ST - SUITE 210 SEATTLE, WA 98104 - 206.789.6038 �N C. TS4 pF WAS A z O _ Z 43968 p (V F�/STERN s'0NAIL RECEI\ Dec 28 2( PROJECT NO 0186.2023.02.01 CITY OF EDMOI PROJECT MANAGER DRA tOPMENTSE DRAWN JSDDEPARTMEN ENGINEER NATE MOORE 206.602.9537 NATEM@MALSAM-TSANG.COM REV DESCRIPTION DATE PERMIT SET 1 2.6.23 ARCH McNAUGHTON ASSOCIATES 425.830.2753 CLIENT VILLAGE LIFE WOOD FRAMING DETAILS S492 SCALE - NTS N L 5, 0„ T-60 10 VIA 1V Y1 IV . V /V �` A I fi LIVIN6 OUTDOOR A � OPTIONAL GA5°FIREPL. IF 71 TYPICAL: INSTALL BATHROOM OUTLETS 5" MIN. FROM ANY MIRROR OR HALL CORNER. PLUMB REFER FOR H2O m 1'-11" 5-0" 5-0" 5-0 fr II I / al III q ---- /I �M PH� i I I /a -loc�ineur- a 7 OPTIONAL T.J. JACK CHECK w/ SITE SUPER. BEFORE INSTALLATION WHEN OPTIONAL FIREPL. 15 CHOSEN PROVIDE GA5 4 POWER TO FIREPL -RELOCATE OUTLETS SHOWN d PROVIDE OPT. 5MURF TUBE TO POWER 4 T.V. ABOVE FIREPLACE 7 DEN 5'-6" T-2" T-8" ' OPTIONAL 6 A5 RANGE I 5-4-5'-0' 5'-0" 4'-42' 4'-0" 1'-6" 2 1 ( 3 +48" GFI 9'-0" 1„I0UNTINC_-; HEIGHTS FOR, ELECTFICAL EQUIF1 IENT 1) ALL HEIGHTS INDICATED ARE ABOVE 5U5FLOOR UNLE55 NOTED OTHERWISE. 2) HEIGHTS TO HANGING FIXTURES ARE TO THE BOTTOM OF THE FIXTURE. 3) ALL HEIGHTS FOR WALL -MOUNTED EQUIPMENT ARE TO THE CENTER OF MOUNTING BOXES. 16" DUPLEX RECEPTACLES 16" 220V SINGLE RECEPTACLE AT RANGE 48" 220V SINGLE RECEPTACLE AT DRYER 48" SWITCHES 50" THERMOSTAT 16" TABLE PHONE JACK 48" WALL PHONE JACK (WHERE NOT ABOVE COUNTERTOP) 16" PHONE / GABLE COMBO JACK -12" WALL -MOUNTED LIGHTS (INTERIOR) 85" BATHROOM WALL LIGHTS LOCATED ABOVE VANITIES 05" POWDER ROOM WALL LIGHTS LOCATED ABOVE VANITIES 44" RECEPTACLES LOCATED ABOVE KITCHEN COUNTERTOPS 44" WALL PHONE JACKS LOCATED ABOVE KITCHEN COUNTERTOPS 16" MEDIA DROP 16" SPEAKER DROP 45" SECURITY SYSTEM CONTROL PANEL -12" CARRIAGE LIGHTS ADJACENT TO DOORS -12" CARRIAGE LIGHTS ABOVE SLAB AT GARAGES 12" STEP LIGHTS (HEIGHT ABOVE NOSINGS) 04" DOOR CHIME 36" DOOR BUTTON 60" BOTTOM OF HANGING FIXTURES - DINING 4 BREAKFAST -12" BOTTOM OF HANGING FIXTURES 132" STAIRWELLS 4 2-5TORY SPACES (HEIGHT ABOVE 1st FLOOR) ELECTF,ICAL FLAN NOTES LOCATE RECEPTACLES PER CODE WHERE NOT SHOWN. USE 50CFM EXHAUST FANS IN POWDER ROOM AND MAIN BATH* 100CFM FAN IN MASTER BATHROOM. PROVIDE POWER SOURCE PER MANUFACTURERS REQUIREMENTS FOR HVAC EQUIPMENT, APPLIANCE, CONTROL AND MOTORS. PROVIDE STAIR ILLUMINATION PER IRC R303.6. 6FI I \ KEYLESS II V H . GARAGE DOOR OPENER POWER I � � NOTE FOR A NEC 2020 HOURS, i THE GARAGE DOOR OUTL�T(5) \ I RILL BE ON A 20A DEDICATED CIRCUIT AS OTHER GARArzE KEYLE55 OUTLETS, IN5TAL,L THE ,GDO GFGI OUTLET IN THE GARAGE NEXT TO PANEL.I I � � ----------------�---\ / 6FI A, ELTOT. Gt5 A/C EUBPANEL I I ® OPT A/C U 3' 0" MIN. 4' 0" 220V OPT. A/C, Level II or Level III electric vehicle charging station installed per ECDC 17.115 fEIRIBT FLOOR ELECTRICAL PLAN SCALE: %" = I'_O" IIOV HEAT DETECTOR W/ POWER OO SUPPLIED BY HOUSE WIRING PER H.D. IRC R314.2.1, R314.2.3 $ R314h GENERAL NOTES I. A GROUNDING ELECTRODE AT ELECTRICAL SERVICE 15 REQUIRED CONSISTING OF (OR CONNECTED TO) A MINIMUM 20' LENGTH OF 1/2" DIAMETER STEEL REINFORCEMENT OF FOOTING5. ELECTRODE SHALL EXTEND 12" MINIMUM ABOVE THE PLATE LINE. IT SHALL BE LOCATED WITHIN AND NEAR THE BOTTOM OF A CONCRETE FOUNDATION OR FOOTING THAT 15 IN DIRECT CONTACT WITH THE EARTH. IT SHALL BE BARE OR ZING -GALVANIZED OR OTHER ELECTRICALLY CONDUCTIVE COATED STEEL. 2. G.F.G.I. PROTECTED OUTLETS ARE REQUIRED IN GARAGE, BATHROOMS, CRAAL SPACES OR UNFINISHED BASEMENTS, AND FOR NON -DEDICATED OUTLETS ABOVE THE COUNTER TOP AND AITHIN V OF THE KITCHEN SINK. 3. RECEPTACLE OUTLETS ARE REQUIRED AT ANY HALL SPACE 24" OR RIDER. 4. HALLS OF 10' IN LENGTH OR MORE SHALL INCLUDE A RECEPTACLE OUTLET. 5. OUTDOOR OUTLETS SHALL BE PROVIDED AT THE FRONT AND BACK OF EACH DAELLING UNIT. THEY SHALL BE WATERPROOF AND G.F.0.1. PROTECTED. b. TY40 MINIMUM SEPARATE 20 AMP. CIRCUITS TO KITCHEN APPLIANCES ARE REQUIRED. 7. LIGHT FIXTURE5 IN TUB OR 5HOAER ENCLOSURES SHALL BE LABELED "SUITABLE FOR DAMP LOCATIONS". 8. MI505.4.2: CONTROLS FOR AHOLE HOUSE SYSTEM: 1. THE WHOLE HOUSE VENTILATION SYSTEM SHALL BE CONTROLLED AITH MANUAL 5AITCHE5, TIMERS OR OTHER MEANS THAT PROVIDE FOR AUTOMATIC OPERATION OF THE VENTILATION SYSTEM AITH READY ACCESS BY THE OCCUPANT. I. AHOLE HOUSE VENTILATION 5Y5TEM SHALL BE PROVIDED AITH CONTROLS THAT ENABLE MANUAL OVERRIDE OFF OF THE 5Y5TEM BY THE OCCUPANT DURING PERIOD5 OF POOR OUTDOOR AIR QUALITY. CONTROLS SHALL INCLUDE PERMANENT TEXT OR A SYMBOL INDICATING THEIR FUNCTION. RECOMMENDED CONTROL PERMANENT LABELING TO INCLUDE TEXT 51MILAR TO THE FOLLOAING: "LEAVE ON UNLE55 OUTDOOR AIR QUALITY 15 VERY POOR." MANUAL CONTROLS SHALL BE READILY ACCESSIBLE BY THE OCCUPANT. 2. AHOLE HOUSE VENTILATION SYSTEMS SHALL BE CONFIGURED TO OPERATE CONTINUOUSLY EXCEPT AHERE INTERMITTENT OFF CONTROLS AND SIZING ARE PROVIDED PER SECTION MI505.4.3.2. 8. R514: SMOKE DETECTORS: -IONNIZATION SMOKE ALARMS: SHALL NOT BE INSTALLED LE55 THAN 20'-0" HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. IONIZATION SMOKE ALARMS AITH AN ALARM -SILENCING 5AITGH SHALL NOT BE INSTALLED LE55 THAN 10'-0" HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. -PHOTO ELECTRIC, SMOKE ALARMS: SHALL NOT BE INSTALLED LESS THAN 6-0" HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. -SMOKE DETEGTORSSHALL BE INSTALLED NOT LESS THAN V-O" HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A TUB OR 5HOAER. L16HTIN& W.5.E.C.: R404.1 LIGHTING EQUIPMENT (MANDATORY): A MINIMUM OF 10 PERCENT OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMP5. W.5.E.G.: R404.I.I LIGHTING EQUIPMENT (MANDATORY): FUEL GA5 LIGHTING 5Y5TEM5 SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS. KEYNOTES I. OUTLET FOR DISPOSAL 2. OUTLET FOR HOOD ABOVE 3. OUTLET FOR MICRO ABOVE 4. FIXTURES OVER TUBS/SNORERS TO BE RATER RE515TANT 5. ALL INCANDESCENT LIGHT FIXTURES IN CLOTHES CLOSETS TO MAINTAIN A 12" CLEARANCE FROM COMBU5TIBLE5 6. PROGRAMMABLE THERMOSTAT -1. AIR 5AITGH FOR DISPOSAL 8. 24 HR. TIMER FOR MAKE-UP AIR FROM FURNACE THRU DUCTING SYSTEM. TIMER TO BE SET TO RUN 2.0 HR5 PER EVERY 4 HR5 MIN. FOR A TOTAL RUN TIME OF NO LE55 THAN 12 HR5 MIN. IN EVERY 24 HR PERIOD. UTILITY LEGEND G.F.1. GROUND FAULT I NTERUPTER + 42" G.I WATER-PROOF/G.F.I OUTLET DUPLEX OUTLET 220v 220v OUTLET SPL I T 1/2 DUPLEX WALL MOUNTED INCANDESCENT CEILING MOUNTED INCANDESCENT REGE55EP CAN RF-CE55ED EYEBALL CAN LIGHT SURFACE MOUNTED STRIP FIXTURE (BEAUTY BAR) 50 GFM FAN/LIGHT COMBO V.T.O. VENT TO EXTERIOR 50 GFM EXHAUST FAN v.T.o. VENT TO EXTERIOR 4' FLUORE5GENT LIGHT CEILING FAN w/ LIGHT FIXTURE 110V IIOV SMOKE DETECTOR 0 INTERCONNECTED A/ s.D. BATTERY BACK-UP "OR" WIRELESS INTERCONNECTION PER IRC R314 (SEE GEN. NOTES ABOVE) PHA TELEPHONE OUTLET TV® TELEVISION OUTLET 5AITGH 3 3-WAY SWITCH T4 4-WAY SWITCH DIMMER 5AITGH D 0 PUSH BUTTON © DOOR CHIMES GAS STUB 110 IIOV SMOKE DETECTOR INTERCONNECTED A/ 5DJGMA BATTERY BACK-UP "OR" WIRELESS INTERCONNECTION COMBINED W/ CARBON MONOXIDE DETECTOR PER I RC, R514 4 1 RG R315 (SEE GEN. NOTES ABOVE) ENGINEERED BY: Malsam-Tsang Engine&g Job No.: 0186.2023.01.02 2018 International Residential Code w u z o w o >�a = =w0 LCLI _=Z0E- J J ZInU Z "-,0,-�wRo aaoo�QOo 2 w muz'-' o�o6¢uVg >a"0>uia d0-z2E002<anwQLuZw Z Zw w ZD Ln F In U O w O w CVJF w<wzwVmFw H a �wQ,z =w0 w diw-wZ U��O�OEn w� m�LU WUO wVLn0q�m ¢ Hain=wF ��0o > ��zo�o3: wU>m Lu COoO2�OC70waEolDEz-zp-0O� �Lu m-w>0m w a m 0U ==n j 0Z Zv��N�03=0c aO w �_2�OpLVi W=00��H �waz04aw SOPOMD mawazzw ccFmOaz H j z. aum�'�" �owLLNowo �O ��a 0 >cnVwm�cn F-m�a �id0ozozoz 0Fd�w�Fn gazU��Qa000 wzw_FOz z0z 00 w=a��cnw 00.niLU Pww(7 0 w Uw 2: 0 U > Lu 2 W V w= V WLu W i w F- Z w0m�¢w0 F0aQFaRO2: ASSOCIATES McNAUGHTON 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 I2023 © COPYRIGHT I McNAUGHTON ASSOCIATES, Inc. r 0 RECEIVED Dec 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) FIRST FLOOR ELECTRICAL JOB NO. 23-032.23-026 DATE: November 16, 2023 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: 12/06/23 GARAGE FRONT SHEET: E 1 —fh I 1I— Sr=GON1;) FLOOR ELECTRICAL PLAN GENERAL NOTES I. A GROUNDING ELECTRODE AT ELECTRICAL SERVICE 15 REQUIRED CONSISTING OF (OR CONNECTED TO) A MINIMUM 20' LE:NGTH OF 1/2" DIAMETER STEEL REINFORCEMENT OF FOOTING5. ELECTRODE SHALL EXTEND 12" MINIMUM ABOVE THE PLATE LINE. IT SHALL BE LOCATED WITHIN AND NEAR THE BOTTOM OF A CONCRETE FOUNDATION OR FOOTING THAT 15 IN DIRECT CONTACT WITH THE EARTH. IT SHALL BE BARE OR ZING -GALVANIZED OR OTHER ELECTRICALLY CONDUCTIVE COATED STEEL. 2. G.F.G.I. PROTECTED OUTLETS ARE REQUIRED IN GARAGE, BATHROOMS, GRAAL SPACES OR UNFINISHED BASEMENTS, AND FOR NON -DEDICATED OUTLETS ABOVE THE COUNTER TOP AND AITHIN V OF THE KITCHEN SINK. 3. RECEPTACLE OUTLETS ARE REQUIRED AT ANY HALL SPACE 24" OR RIDER. 4. HALLS OF 10' IN LENGTH OR MORE SHALL INCLUDE A RECEPTACLE OUTLET. 5. OUTDOOR OUTLETS SHALL BE PROVIDED AT THE FRONT AND BACK OF EACH DAELLING UNIT. THEY SHALL BE WATERPROOF AND G.F.0.1. PROTECTED. b. TY40 MINIMUM SEPARATE 20 AMP. CIRCUITS TO KITCHEN APPLIANCES ARE REQUIRED. 7. LIGHT FIXTURES IN TUB OR 5HOAER ENCLOSURES SHALL BE LABELED "SUITABLE FOR DAMP LOCATIONS". 8. MI505.4.2: CONTROLS FOR AHOLE HOUSE SYSTEM: 1. THE AHOLE HOUSE VENTILATION SYSTEM SHALL BE CONTROLLED AITH MANUAL 5WITGHE5, TIMERS OR OTHER MEANS THAT PROVIDE FOR AUTOMATIC OPERATION OF THE VENTILATION SYSTEM AITH READY ACCESS BY THE OCCUPANT. I. AHOLE HOUSE VENTILATION SYSTEM SHALL BE PROVIDED AITH CONTROLS THAT ENABLE MANUAL OVERRIDE OFF OF THE SYSTEM BY THE OCCUPANT DURING PERIODS OF POOR OUTDOOR AIR QUALITY. CONTROLS SHALL INCLUDE PERMANENT TEXT OR A SYMBOL INDICATING THEIR FUNCTION. RECOMMENDED CONTROL PERMANENT LABELING TO INCLUDE TEXT 51MILAR TO THE FOLLOAING: "LEAVE ON UNLE55 OUTDOOR AIR QUALITY 15 VERY POOR." MANUAL CONTROLS SHALL BE READILY ACCESSIBLE BY THE OCCUPANT. 2. AHOLE HOUSE VENTILATION SYSTEMS SHALL BE CONFIGURED TO OPERATE CONTINUOUSLY EXCEPT AHERE INTERMITTENT OFF CONTROLS AND SIZING ARE PROVIDED PER SECTION MI505.4.3.2. 8. R514: SMOKE DETECTORS: -IONNIZATION SMOKE ALARMS: SHALL NOT BE INSTALLED LE55 THAN 20'-0" HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. IONIZATION SMOKE ALARMS AITH AN ALARM -SILENCING 5AITGH SHALL NOT BE INSTALLED LE55 THAN 10'-0" HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. -PHOTO ELECTRIC, SMOKE ALARMS: 5HALL NOT BE INSTALLED LESS THAN 6-0" HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. -SMOKE DETEGTORSSHALL BE INSTALLED NOT LESS THAN V-O" HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A TUB OR 5HOAER. L16HTIN& W.5.E.C.: R404.1 LIGHTING EQUIPMENT (MANDATORY): A MINIMUM OF 10 PERCENT OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMP5. W.5.E.G.: R404.I.I LIGHTING EQUIPMENT (MANDATORY): FUEL GA5 LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS. KEYNOTES I. OUTLET FOR DISPOSAL 2. OUTLET FOR HOOD ABOVE 3. OUTLET FOR MICRO ABOVE 4. FIXTURES OVER TUBS/SHOAERS TO BE RATER RE515TANT 5. ALL INCANDESCENT LIGHT FIXTURES IN CLOTHES CLOSETS TO MAINTAIN A 12" CLEARANCE FROM COMBUSTIBLES 6. PROGRAMMABLE THERMOSTAT i. 5AITGH FOR DISPOSAL 8. 24 HR. TIMER FOR MAKE-UP AIR FROM FURNACE THRU DUCTING SYSTEM. TIMER TO BE SET TO RUN 2.0 HR5 PER EVERY 4 HR5 MIN. FOR A TOTAL RUN TIME OF NO LE55 THAN 12 HR5 MIN. IN EVERY 24 HR PERIOD. UTILITY LEGEND G.F.1. GROUND FAULT I NTERUPTER + 42" G.I WATER—PROOF/G.F.I OUTLET DUPLEX OUTLET 220v 220v OUTLET SPL I T 1/2 DUPLEX WALL MOUNTED INCANDESCENT CEILING MOUNTED INCANDESCENT REGE55EP CAN RF-CE55ED EYEBALL CAN LIGHT SURFACE MOUNTED STRIP FIXTURE (BEAUTY BAR) 50 GFM FAN/LIGHT COMBO v.T.o. VENT TO EXTERIOR 50 GFM EXHAUST FAN v.T.o. VENT TO EXTERIOR 4' FLUORE5GENT LIGHT CEILING FAN w/ LIGHT FIXTURE 110V IIOV SMOKE DETECTOR 0 INTERCONNECTED A/ 5D BATTERY BACK-UP "OR" WIRELESS INTERCONNECTION PER IRG R314 (SEE GEN. NOTES ABOVE) PHA TELEPHONE OUTLET TV® TELEVISION OUTLET 5AITGH 3 3—WAY SWITCH T4 4—WAY SWITCH DIMMER 5AITGH D 0 PUSH BUTTON © DOOR CHIMES GAS STUB 110 IIOV SMOKE DETECTOR INTERCONNECTED A/ 5DJGMA BATTERY BACK—UP "OR" WIRELESS INTERCONNECTION COMBINED W/ CARBON MONOXIDE DETECTOR PER I RC, R514 4 1 RG R315 (SEE GEN. NOTES ABOVE) ENGINEERED BY: Malsam-Tsang Engine&g Job No.: 0186.2023.01.02 2018 International Residential Code w w u z 0 w o >Lu = 00a15LCLI� z H Z In z=�O -0OUQoo U)Oo 2 w CO z0 �Ln Ln w�m�wz uwU-.. ooU�¢U>x-0ww�tn 0W> o uia o�r<wnQ - 0Fa gwZw- z0lnIn 5-UE azUzwULL2wOw0 -r)�8m9_> OF �JzUZLLHFw a oO� � wvicn0�m ¢ Hain=wF �F-ooLL> `).uiz0Qo0 >OmOwUa>mDOna -w o�O_LL Ln 0Z0mI1 wO wam0U y�>==w j 0 Z Z to Lan � N � 0 = = 0c aO_—Lu =L,.v��Zz�= Zo —0 w=OOH2t ?<w 0Nw~=)P0 n5 002zUcn¢ mawazzw ccFm0az HV Ln 0" 0owLL�;w-wo �O U-a 0 >cnUwmzcn �mwz-za b 0ozozoz OF9�wwF gazU��a000 �Zw=Foz FOZ�-�a'Odw2 Lu Lu nw �inmQOHwwo 0 U 0 U > _ ijVw=ooeV wow>w��z wOm�¢w0 IN_Q_ MOB ASSOCIATES I McNAUGHTON 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 I2023 © COPYRIGHT McNAUGHTON ASSOCIATES, Inc. RECEIVED Dec 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) SECOND FLOOR ELECTRICAL JOB NO. 23-032.23-026 DATE: November 16, 2023 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: 12/06/23 GARAGE FRONT SHEET: 4x10-8 UP SECOND FLOOR MECHANICAL DUGTIN6 PLAN SCALE: 1/4" = 1'-0" GENERAL NOTES I. ALL JOINTS, 5EAM5 AND CONNECTIONS SHALL BE SECURELY FASTENED BY MEANS OF WELD5, 6A5KET5, MA5TIC5, MASTIC -PLUG, EMBEDDED FABRIC OR TAPES. * DUCT TAPE SHALL NOT BE PERMITTED. 2. DUCTS SHALL BE SUPPORTED ACCORDIN6 TO THE MANUFACTURER5 SPECIFICATIONS. 3. COOLING DUCTS WITH EXTERIOR INSULATION SHALL BE COVERED WITH A VAPOR RETARDER. 4. AIR FILTERS SHALL BE REQUIRED AT RETURN LOCATIONS. 5. AIR DISTRIBUTION SHALL BE ABLE TO BE BALANCED BY ADJU5TIN6 THE SUPPLY AND RETURN BOXES. 6. LABEL INFORMATION: A PERMANENT FACTORY -APPLIED NAMEPLATE(5) SHALL BE AFFIXED TO APPLIANCES ON WHICH SHALL APPEAR, IN LEGIBLE LETTERING, THE MANUFACTURER'S NAME OR TRADEMARK, THE MODEL NUMBER, SERIAL NUMBER AND THE SEAL OR MARK OF THE TESTING AGENCY. APPLIANCE ACCESS FOR INSPECTION, SERVICE. REPAIR AND 1. REPLACEMENT: APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION. 56" OF WORKING SPACE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE THE APPLIANCE. 8. INSTALLATION: HEATING AND COOLING EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION IN5TRUCTION5 AND THE REOUIREMENT5 OF THI5 CODE. 11. WHERE THE WINTER DESIGN TEMPERATURE IN IRC TABLE R301.2(I) 15 BELOW 60 DE&REE5 F (I6 DE&REE5 C), EVERY DWELLING SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF NOT LE55 THAN 68 DEGREES F (20 DE6REE5 C) AT A POINT 3 FEET (1114mm) ABOVE THE FLOOR AND 2 FEET (610mm) FROM EXTERIOR WALLS IN HABITABLE ROOMS AT THE DESIGN TEMPERATURE. THE INSTALLATION OF ONE OR MORE PORTABLE SPACE HEATERS SHALL NOT BE USED TO ACHIEVE COMPLIANCE WITH THI5 SECTION. (IRC R305A) 10. VERIFY MECHANICAL DESIGN W MECHANICAL CONTRACTOR (5065 HEATING (425) 68q-1118). NOTE: SEE SECOND FLOOR PLAN FOR RETURN AIR LOCATION AT SECOND FLOOR CL6. 77 �u <r -r ENGINEERED BY: Malsam-Tsang Engine&g Job No.: 0186.2023.01.02 2018 International Residential Code W w u z ui 0 w o >v3a = Lu =w0pavw _= z o n U J J Z I5 z ULu nFOOw� ¢QOO�QOO 2 w m? z 0 � Ln w� m - w z oo¢6ug >2"n0W>�uia Oz��oo�u) �a zw�pnFvaw 0 OQ�.-..waUzUw Lu U CLVm OwF wwLmHFw =w0 Qe Lu'j Z U��O�Ow� ISmFw �c[=z=WUO Lu V7Ln O d'm �F-ooLL> `) uiz0Q 0 wUQ>m 0~O000 (00QH-O�niQ bzZ�O�mz�mce=w>0mwQ0o�2= j 0z ZnLU �U7�0==0c Q0 r. W ti ��zzQ= zzp=��~wv =00�2�f- i 0; in �(nW F w0H0Ln5 00Q�zC70cn~Q mQw¢zzw ccFmOQz HV Q�m24O� �OwwN� w0 00 c-Q O >cnUwM=)u) �mwz-Za b-0ozozoz OFdwWFn -ZuU 0 000 Lzw=!oz z0z��00 w=aurcnw zpinWpQOHww(7 0 U 0 U > _ ijVw=8�V wow>w0�Fz wCm�¢w0 F-00- a�O� 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 I2023 © COPYRIGHT I McNAUGHTON ASSOCIATES, Inc. RECEIVED Dec 28 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) SECOND FLOOR DUCTING PLAN JOB NO. 23-032.23-026 DATE: November 16, 2023 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: 12/06/23 GARAGE FRONT SHEET: