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APPROVED PLN BLD FIR Architectural_Plans+11.8.2022_2.07.58_PM+3209847A project of X.11 I lac e Life 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425) 778-4111 (425) 778-0409 (FAX) Homes City Of Edmonds Building Department Work NEW SFR Address 10234 242ND PL SW Owner VILLAGE LIFE LLC Approved Date 12/30/2022 Building Official POTLOWMLOL W. W 47 a Permit Number BLD2022-0989 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES APPROVED PLANS MUST BE ON JOB SITE Approved D F M Ohrlssvrt South County Fire Date: 12/28/2022 IA separate plumbing permit is required for this project. Please obtain the plumbing permit with the Cit of Edmonds. APPROVED BY PLANNING Mar 24 2023 12-28-2022 PLAN REVIEW NOTES: APPROVED WITH CONDITION: A RESIDENTIAL SPRINKLER SYSTEM IS REQUIRED. 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. DFM BURT PLAN 3132=02A CONTRACTOR: VILLAGE 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 WINDOW MANUFACTURERS. 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 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 2Y4' (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 SHEET INDEX -PER 2018 IRC R602.8, MATERIALS PER R302.11, R302.11.1 & R302.11.1.1(AND 0.0 COVER SHEET WHERE APPLICABLE R1003.19) 0.1 LEGEND SHEET/ENERGY CODE COMPLIANCE IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO 0.2 WSEC COMPLIANCE WSU FORMS CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND ARCHITECTURAL 1A ELEVATION "A"- FRONT/LEFT BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN 2A ELEVATION "A"- REAR/RIGHT THE FOLLOWING LOCATIONS: 2.1A ELEVATION "A"- STONE OPTION 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING 3 FIRST FLOOR PLAN FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED 4 SECOND FLOOR PLAN STUDS, AS FOLLOWS: 1.1. VERTICALLY AT THE CEILING AND FLOOR LEVELS FOUNDATION/FRAMING 5 FOUNDATION PLAN 1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 mm) 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND 6 FIRST FLOOR FRAMING PLAN HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, 7 FIRST FLOOR WALL PLAN COVE CEILINGS. 8 SECOND FLOOR FRAMING PLAN 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND 9 SECOND FLOOR WALL PLAN BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL 10A ROOF FRAMING PLAN TYPE "A" COMPLY WITH SECTION R302.7 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT 11 BUILDING SECTIONS CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST ARCHITECTURAL DETAILS FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO D1 ARCHITECTURAL DETAILS MEET THE ASTM E136 REQUIREMENTS. D2 ARCHITECTURAL DETAILS 5. FOR FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION D3 ARCHITECTURAL DETAILS R1003.19. D4 ARCHITECTURAL DETAILS 6. FIREBLOCKING OF CORNICES & EAVES OF A TWO-FAMILY DWELLING IS D5 ARCHITECTURAL DETAILS REQUIRED AT THE LINE OF THE DWELLING SEPARATION. STRUCTURAL FLASHINGS1.0 GENERAL STRUCTURAL NOTES S3.1 S4.1 CONCRETE DETAILS WOOD FRAMING DETAILS 2018 IRC, SECTION 703.4 APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION S4.2 WOOD FRAMING DETAILS IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED ELECTRICAL/MECHANICAL MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. FLUID APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. E1 FIRST FLOOR ELECTRICAL/UTILITY PLAN THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. E2 SECOND FLOOR ELECTRICAL/UTILITY PLAN APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT THE MI SECOND FLOOR MECHANICAL DUCTING PLAN 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 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 SYMBOL STATE ENERGY CODE 122 S JACKSON ST JEFFREY C. McNAUGHTON 19020-33RD AVE. W. 19020-33RD AVE. W. D1 DETAIL CALLOUT PER PAGE SUITE 210 12098-W. LONE TREE TRAIL SUITE #450 SUITE #450 SHEET NUMBER PRESCRIPTIVE PATH PER WSEC SHEET SEATTLE, WA 98104 PEORIA, AZ 85383 LYNNWOOD, WA 98036 LYNNWOOD, WA 98036 OPTION NUMBER (206) 789-6038 (425) 830-2753 (425) 778-4111 (425) 778-4111 SECTION NUMBER E OPTION DETAIL SYMBOL 10 (206) 789-6042 FAX (425) 778-0409 (FAX) (425) 778-0409 (FAX) A SECTION CALLOUT # SHEET NUMBER SHEET NUMBER 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 1,400 SF SECOND FLOOR 1,732 SF TOTAL DWELLING 3,132 SF GARAGE AREA 594 SF COVERED PORCH 98 SF COVERED OUTDOOR LIVING 183 SF EXPOSED TERRACE 49 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 2022 McNAUGHTON ASSOCIATES, Inc., ALL RIGHTS RESERVED. LL J �J ENGINEERED BY: Malsam-Tsang Engine&g Job No.: 0186.2022.03.01 2018 International Residential Code w U z =O o wooLtE JL!ZIn U MZ LM-11 aaoo�Qoo Lo oo¢N Q Z J 2 Z w 0 l n F lan w U W Z U w OF w� � O wZwUW. F-F-w xwo Lu .. U R� ! �O- � �'--'xmPw-�xZxWV� w V7,-n F- alnxwF ,F000> '�,Zzo8o3: izUa>m D222a _,i,,, Jbz-'zn �-o� n d z Z W O m wa�mo� m��>o =� ozzn�u-Noo===pc zzo==t~_� in �(nw w�o�o�� ooa�'zc�� n¢ mawazzw ccF,paz F-V U, m 2,L �owLLNo wo �O c�a � >cnUwm�cn ab�n0oooz FgZ oFz w9�wWU�zOno zwxO -nz zOzQVwx w�0¢wpU>wxZ 0wUU wTwV w= .Sm00� 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 RECEIVED Nov 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 2022 © COPYRIGHT McNAUGHTON ASSOCIATES, Inc. 3132-02A Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) COVER SHEET JOB NO. 22-022 DATE: July 05, 2022 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: 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.: 0186.2022.03.01 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 G] DWELLING UNIT FLOOR AREA (Square feet) NUMBER OF BEDROOMS 0-1 2 3 4 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 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 65 120 1 80 1 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): 33,029 BTUh SYSTEM SIZE: 40,000 BTUh MAXIMUM SIZE @ 150%: 41,286 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 80 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 80 CFM WHOLE HOUSE FAN. LU LL z O � o >� _ =wooa�0o�` ==Z'OI- J J� ZInU�Z �Fo�"0 a¢oo�Qoo FwmUZO oo¢ gg Oz=�oo�n Qo Z J� d OF wz�UmF-mow Lu u��wZ --mm LU �cc=z=wc�p LU V7 U7 O K m -oou-> lzo-�oi�; wva>m DOO�¢p�W w�oOoF-pjme===0c0z Zv"U ,(nC0== a0�LU LU �z=��.ULP0w >.3o Nap m¢w2azzw �am'-cc"Fwm�p¢Lz �wF o�o a Cu o.'-V� pFd=�id�ozopaowz ,- U_zLnw p inp �Cz LLUU QO,n")= = W 2: T WID Uww- z c oWu�aa�aOM<L2: 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 RECEIVED Nov 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I2022 © COPYRIGHT I McNAUGHTON ASSOCIATES, Inc. 3132-02A Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) LEGEND/WSEC JOB NO. 22-022 DATE: July 05, 2022 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: SHEET: 0.1 Window, Skylight and Door Schedule Project Information Contact Information Plan 3132-02A Village Life Homes ICity of Edmonds 119020-33rd Ave. W. #450 Lynnwood, WA 98036 425-778-4111 Width Height Ref. U-factor Qt. Feet Inch Feet InCh Area UA Exempt Swinging Door (24 sq. ft. max.) 11 10.31 11 13 11 8 ° 24.01, 7.44 Exempt Glazed Fenestration (15 sq. ft. max.) I I 0.0 F 0.00 Vertical Fenestration (Windows and doors) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet Inn Area UA MEN ME 36.0 10.08 9.0 2.52 48.0 13.44 48.0 13.44 64.�01_ 17.92 MMEMOE'177.0 21.56 MMEMO E 21.0 5.88 E 16.0 4.48 MMEME E 4.5 IE 1.26 E' 0.0 h 6.00 EINE ME 4.5 1.26 35.0 9.80 20.0 5.60 24.0 6.72 32.0 .96 6.0 24.0 �168 72 - ° 0 36.0 10.08 =MEMO�� 8.0 2.24 20.0 5.60 d 0.0 0.00 =MEMO0 17.8 i56 EIMEEI 0.0 7 .00 tMMEME ° 0.0 0.00 MMEME 0.0 ).00 MMEME°° 0.0 0.00 0.0 0.00 n �© 0.0 0.00 � o ma 0.0 0.00 8 ° MEMME o t5 0.0 0.00 IEMEMO 0.0 „_.Ij,0.00 a. 0.0 0.00 �� 0.0 ).00 0.0 ).00 0.0 ).00 Den/Bedrm. #5 0.28 Butler Pant 0.28 Kitchen 0.28 Dining 0.28 Dining 0.28 Great Rm. 0.28 Great Rm. 0.28 Great Rm. 0.28 Bath 0.28 Laund Sum of Vertical Fene$ra6t7n Area and UA Vertigal Fenestration Area blighted U = UA/Area Overhead Glazing (Skylights) Component Width Height Description Ref. U-factor Qt. Feet 'ncn Feet Incn Sum otLOverhead Giazii►�g Area and UA Overhead Glazing Area Wqigh d U = UA/Area Total Sum of Fenestration Area and UA (for heating systei al `ing calculations) 0.0 0.00 0.0 0.00 0.0 0.00 0:0 0.00 A�. 050.00 0.00 �. 0.00 550.8 [,!152.80 - 0.28 Area UA 0.0 0.00 0.0 ).00 0.0 0.00 0.0 0.00 0.0 3.00 0.0 0.00 0.0 0.00 0.00 574.8 16).24 Simple Heating System Size: Washington State LU0.025 , F0.303 F This heating system sizing calculator is based on the Prescriptive Requirements of the 2C18 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 of energycodeCenergy.wsu.edu or (360) 956-2042 for assistance. Project Information Contact Mformation Plan 3132-02A Vili.age Life Homes City of Edmonds 19020-33rd Ave. W. k450 Lynnwood, WA 98036 425a78-4111 :.. Other Systems Qotlait pump To see detailed instructions for each section, place your cursor on the word "Instructions" De g` Te perafure Design Temperature Difference (& 46 lrwoor pD dvgreesl - O✓tdcor Oesgn T Conditioned Floor Area ° ,rudiionsl Conditioned Floor Area (sq ft) 3.132 Average Calling Height m Conditioned Volume - - Average Ceiling Height (ft) 9.1 28,448 r' U•FZctor X Area = UAI gaze IO BO 575 1 60 P4l, Skyligh - U-Factor X Area = ° 0.50 n ;!tall Attic U-Factor X Area = �Ukl 0.026 1,732 146a53 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UAL No Vaulted Ceilings in this p'ojed. � ""- Above Grade Walls rsee F;g- al U-Factor X Area UA 0A55 2.884 161:50 i Floors Sum of UAL 410.78 Envelope Heat Load 18.896 Btu/Hour 0 U of Sum Of UA X .� T Alr Leakage Heat Load 14,133 Btu /Hour Volume x O 6 X AT x 0.078 Ae-erade . Building Design Heat Load 33,029 Btu 1. our, Air leakase *envelope heat loss Building and Duct Heat Load 33,W9 Btu I Hour - Ducts in unconditioned sAace� sum of building heat loss x 1.10 Ducts in cgnddyoned space: sum of building heat foss x 1 Maximum Heat Equipment Output 41,286 Btu! Hour Building and duct heat loss x 1.40 for forced air furnace Building and duct heat loss x 1.25 for heat pump (07/2i1`/irJ 2018 Washington State Energy Code -Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family -New &Additions (effective February 1, 2021) These requirements apply to all IRC building types, including'detdched one- and two-fam�l l' dwellings and multiple single-family dwellings (townhouses). Project Information Contact Information Plan 3132-02A Village Life Homes.. LLC - (425) 778-4111 �CIty of Edmonds 1902C-33rd Ave. W 9450 Lynnwood, WA 98036 �nstructions: This single-family project will use the requirements of tho Prescriptive Path below and Incorporate the minimum values listed. Based on they size of the stru#We�appropriate numberof [aadditional credits are checked as chosen by the permit applicant. fprovide all information from th�'fwing tables as building permit drawings: Table R402. ��Insulation and enestration Requirements�lbyComponent, Table R406.2 -Fuel Normalisation Credits and�406`�3 -Energy Credits. Authorized Representative � Date f 05/26/2022 I L _ All Climate Zones (Table R402 1.1) _ R-Value U-Factor a Fenestration U-Factor 6 n/a - - 0.30 Skylight U-Factory n/a 0.50 Glazed Fenestration SHGC y'e n/a n/a Ceiling e � 491 0.026 Wood Frame Wall 9' 21 int 0.056 Floor 30 0.029 Below Grade Wall `h t7-10/15/21 int+TB 0.042 Slab d.r R-Value &Depth 10, 2 ft n/a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity that is less a 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. b The fenestration U-factor column excludes skylights. "10/15/21 +STB" 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 ba$em'ent;wall at c the interior of the basement wall. "10/15/21 +STB" 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. "STB" means R-5 thermal break between floor slab and basement wall. _ d R l0ocontinuous insulation is required under heated slab on grade floors. See Section R402.2.9511. For single rafter- orjoist-vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth e extends over the top plate of the exterior wall. 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.'ilf'Ifoam plastic is usbi}! lif'shall 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 ]CC 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 of R-10 insulation. Prescriptive Path -Single Family 2018 Washington State Energy e!RI 1 2018 Washirigi6n15tate 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 (ener "credits) to achieve the following minimum number of credits. To claim this credit, the building per ,icedrawings shall sped fXthe option[lected and the maximum tested building air leakage, and shdw>tttrhia,Qualifying ventilation systeg and its control sequence of operation. 1. Small Dwelling Unit: Dwelling units less than 1,500 sf in co oar area with less than 400 sf of fenestration;;area. Additions to existing building that are gr 'than 500 sf of heated flooi�larea but less than 1,500 sf. 2. Medium Dwelling Unit: 6 credits All dwelling units that are not included�[Irl or #3 3. Large Dwelling Unit: -redits ° Dwelling units exceeding 5,000 sf of conditioned floor area 4. Additions less than 500 square feet: 6 qr§di:, A)IAothe6additions shall meet�I;t=3-abov�l ° Before selecting your credits n t Ih s Summary tab e, review the details in Table 406.3 (Single Family), on page 4. Summary of Table R406.2 Heating Fuel Normalization Descriptions 1 � Options _ - Credits -select ONE heating option User Notes 1 Combustion heating minimum NAECA' 0.0 ❑ _ 2 Heat pump` 1.0 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 Energy Credit Option Descriptions � Credits -select ONE energy option from each Options e category d 1.1 OffE"®©m2y,_ m � � 30 0.51 ❑ 1.2 Efficient Building Envelope � 1.0� __ ILA ❑ 1.3 Efficient Building Envelope 0.5 0 1.4 Efficient Building Envelope _ 1.0 ❑ I 1.5 Efficient Building Envelope 2.0 ][ ❑ 1.6 Efficient Building Envelope 3.0 ]( ❑ 1.7 Efficient Building Envelope _ 0.5 ][ ❑ 2.1 Air Leakage Control and Efficient Ventilation OS ]� ❑ 2.2 Air Leakage Control and Efficient Ventilation 1.0 ][ ❑ -� 2.3 Air Leakage Control and Efficient Ventilation 1.5 Air Leakage Control and Efficient Ventilation 2.0 f❑2.4 ❑ 3.1a High Efficiency HVAC 1.0 � ❑ 3.2 High Efficiency HVAC 1.0 ❑ 3.3' High Efficiency HVAC 1.5 ❑ 3.4 High Efficiency HVAC 1.5 � ❑ 3.5 High Efficiency HVAC 1.5 0 3.6' High Efficiency HVAC 2.0 ❑ 4.1 High Efficiency HVAC Distribution System 0.5 ❑ 4.2 High Efficiency HVAC Distribution System 1.0 � (] Prescriptive Path -Single Family 2016 Washington State Energy Code-R 2 0CL 01 2018 Washington State Energy 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 (cant.) Energy Credits -select ONE Options Energy Credit Option Descriptions (cant.) energy option from User Notes each category S.ld Efficient Water Heating 0.5 ❑ 5.2 Efficient Water Heating � 0.5 __ ❑ 5.3 Efficient Water Heating 1.0 `_ ❑ 5.4 Efficient Water Heating _ 1.5 ❑ - 5.5 Efficient Water Heating 2.0 � 5.6 Efficient Water Heating 2.5 ❑ i 6. le Renewable Electric Energy (3 credits max) 1.0 7.1 Appliance Package � 0.5 ❑ 1 Total Credits 6.0 CLEAR FORM a. An alternative heating source sized aka maximum of 0.5 W/sf (equivalent) of heated floor area or 500 W, whichever is bigger, may be installed -in the dwelling unit. b. Equipment listed in Table C403.3.2(4or C403.3.2(5) c �.c. Equipment listed in Table irv403:3:2(1)ior C403.3.2(2) You cannot select more than one option from any category EXCEPT in category 5. Option 5.1 may be combined 'With options 5.2 through 5f6. See Table 406.3. Vie. 1.0 credit„for each 1,200 kWts4of4electricalganeration provided annually, up to 3 credits max. See the;prtplete Table R406 Z r all requirements and option descriptions. 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SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) WASHINGTON ENERGY CODE COMPLIANCE JOB N0. 22-022 DATE: July 05, 2022 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: SHEET: 002 C75M GAP o/ TOP OF EXP. BEAM w/ DRIP EDGE. RETURN UP WALL 4" MIN. 1'-5" 10" 8 LAP BUILDING PAPER o/ C-) I I 6X12 ✓ "ICE 8 WATERSHIELD" BEHIND 0 OUTLOOKER DETAIL SCALE: 3/4-=1',,0-- 2x6 HEAD 5/4x6 LEG5 2x6 BASE TYFICAL WINDOW TRIM META L 2 SCALE: 1/2'*'-0" SIDING o/ BLDG. PAPER P.A. WALL SHEATH'& (SEE ELEVATION) LAP BLDG. PAPER o/ GSM FLASHING LJ 65M FLA5HIN6 SEALANT AT- 2x5 TRIM -RIP TOP TO DRAIN 1/4" MIN. 2x8 TRIM BOARD o/ BLDG. PAPER NOTCH ® BOTTOM TO---' SEALANT ACCEPT SIDING EXTEND BLDG. PAPER UP BEHIND C75M FLASHING SIDING o/ BLD6. PAPER A/\1 (SEE ELEVATION) 6APLE 5E10/52INO DETAIL (�) SCALE: P=l'-O" TYPICAL MAX. HEIGHT EL=422.69' -- -- -- -- - - HI5HE5T RIDGE EL.=422.45' 12 j I CONT. ALUM. GUTTERS o/ Ix6 PRIMED SPRUCE FACIA BOARDS 5'416" SECOND FLOOR fE 2x6 HEAD b BASE 5/4x6 LEGS TYPICAL U.N.O. FLASHING 8 CNTR. FLASHING. FIRE5TOP ALONG ROOF LINE C? CV V SECOND FLOOR 50-FLOOR 9'4%a" FIRST FLOORS T-6" GARAGE 7" EXP. HORIZ. BEVEL SIDING o/ FORTIFIBER BUILD'& SYSTEMS GROUP "JUMBO-TEX" BUILDING ARAP o/ AALL SHEATHING (TYPICAL AHERE SHOWN) TEMP. GLASS o EL.=348.50' co FIRST FLOOR 5UB=FLOOR MEAN GRADE EL.=347h6t' GARAGE TOP OF SLAB (FRONT) 5/4x8 BARGE BOARD w/ Ix2 TRIM o/Ix4 TRIM 15# FELT UNDER VALLEY FLA5H'67 6 %a" SECOND FLOOR F _ VINYL WINDOWS w/ IN5UL'D GLASS PER PLAT 5PEG'5 w/ .28 MAX "U"-VALUE OPTIONAL AINDOA TRIM: 2x6 HEAD/BA5E 5/4x6 LEGS SECOND FLOOR 5UB-FLOOR 4'4%" FIR5T FLOOR f� 5/4x4 / 5/4x3 CORNER BOARDS (TYPICAL) 7" EXP. HORIZ. BEVEL SIDING o/ FORTIFIBER BUILD'& SYSTEMS GROUP "JUMBO-TEX" BUILDING WRAP o/ WALL SHEATHING (TYPICAL WHERE SHOWN) FIR5T FLOOR 5UB-FLOOR 12 TEMP. GLA55 3 1A MENEM ME- NONE 5/4X4 LEG 5/4x8 BARGE BOARD W Ix2 TRIM o/ Ix4 TRIM 15# FELT UNDER VALLEY FLA5H'6 4:12 12 SMOOTH FACE GEM. BOARD 1' 1" SIDING W Ix2 BATTS AS SHORN �4 o/ FORTIFIBER BLDG. 5Y5TEM5 1 GROUP "JUMBO-TEX" BUILDING ARAP o/ P.A. SHEATHING (TYPICAL AHERE 5HOAN) _ a'-Ua" 5F_GOND FLOOR fE 5/4x8 BAND w/ 2x3 LAID FLAT ATOP. SLOPE TOP 5% MIN. AWAY FROM WALL w/ FLA5HIN6 o/ TOP 8 OUT DRIP EDGE INTO BOT. OPTIONAL: E E STANDING SEAM METAL ROOFING w/ SEAMS ® 16" O.G. o/ _i16" 055. SHT6. w/ INSTALLATION AND UNDERLAYMENT PER MF6'5. SPECIFICATIONS 4:12 SECOND FLOOR 5UB-FLOOR 12 _ q'-Up" FIRST FLOOR fE �'- IBC -\LDE F -- -- -- -- -- -- 5/4x6(4)SIDES MITER CORNERS 5/4x12 HEAD i 10"xl0" 50. BUILT UP ENTRY 2x6 HEAD P05T w/ 1/2" SMOOTH FACE GEM. BOARD SIDING o/ VAPOR BARRIER 5/4x6 (4) SIDES MITER CORNERS d � 2x GAP SLOPED 5% MIN. AYVAY 'V E E FROM POST w/ DRIP EDGE GUT INTO BOTTOM 2x4 (4) SIDES MITER CORNERS FIRST FLOOR SUB -FLOOR W-O"x6'-O" OVERHEAD GARAGE DOOR PER PLAT 5PEG'5 12 --4 1 SMOOTH FACE GEM. BOARD SIDING o/ VAPOR BARRIER EXISTING GRADE o/ P.A. SHEATHING LINE 5/4x4 / 5/4x3 CORNER BRD'S 2x6 (4) SIDES MITER CORNERS 1 I�� ------------------------- - ------------------------------------------------------------------------------------------- ------ ------------------------------------------------------------------- EXISTING GRADE LINE SCALE: 1/4" = V-0" FRONT ELEVATION "A" :9P% ARCHITECTURAL GRADE COMPOSITION ROOF SHINGLES o/ 716" 055. 5HTG. w/ — INSTALLATION AND UNDERLAYMENT PER MF65. SPECIFICATIONS CONT. ALUM. GUTTERS o/ Ix6 PRIMED SPRUCE FACIA BOARDS 6-11/6" SECOND FLOOR fE HOLD BAR6E/FA5CIA BOARDS 1/2" OFF P.A. SHEATHING (TYP.) FLASHING 8 CNTR. FLASHING. FIRE5TOP ALONG ROOF LINE SECOND FLOOR 5UB-FLOOR I-- -- -- -- -- 4 a'-I%S" FIRST FLOOR fE +55" H. GUARD RAIL THIS LOCATION ONLY FIRST FLOOR 50-FLOOR -OPTIONAL MAN DOOR PER PLAN GENERAL NOTES I. P05T ADDRE55 50 AS TO BE LEGIBLE FROM STREET PER R3111.1 - #'5 TO CONTRAST FROM BACKGROUND 2. A FLOOR OR LANDING -73/4" MAX. BELOW THRESHOLD 15 REO'D FROM AN EXIT DOOR. / I.R.G. R311.3.1 3. FLASH o/ TOP5 OF WINDOWS 8 o/ TOP OF TRIM. 4. VERIFY ALL DOAN5POUT LOCATIONS PER LOT. 5. AT ALL GABLE END CONDITIONS: ALL PLYAOOD SHEAR PANELS MUST EXTEND CONTINUOUS FROM THE DIAPHRAGM U.N.O. THI5 REQUIREMENT MAY BE ELIMINATED IF THE TRU55 MFR. PROVIDES AN ADEQUATE SHEAR OR DRAG TRU55 IN TH05E LOCATIONS. THE ARCHITECT/DESIGNER AND STRUCTURAL ENGINEER SHALL BE NOTIFIED OF SUCH A DECISION AND BE PROVIDED AITH APPROPRIATE CALCULATIONS PRIOR TO THE START OF AORK. (b. WHEN A SHEAR HALL 15 INDICATED ON THE DRANIN65 FOR A PORTION OF A WALL, THE REMAINING PORTION IN THE SAME PLANE SHALL BE 51MILARLY SHEATHED TO PROVIDE FOR A UNIFORM SURFACE. 1. INSTALLATION OF ALL ROOFING AND AALL FLASHING TO BE PER INDUSTRY STANDARD AND THE 2015 I.R.G. SECTIONS R703.4, R1103.2 AND R405. DRIP EDGE REQUIRED PER R905.2.8.5 8. APPROVED CORROSION RE515TANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOAIN& LOCATIONS: 1) AT THE TOP OF ALL EXTERIOR AINDOA AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT 5ELF-FLA5HIN6 AINDOA5 HAVING A CONTINUOUS LAP OF NOT LESS THAN I-1/6" OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REOUIRE FLASHING; 2) AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION AITH FRAME OR STUCCO AALL5, WITH PROJECTING LIPS ON BOT SIDES UNDER STUCCO COPINGS. 5) UNDER AND AT THE ENDS OF MASONRY, AOOD OR METAL COPINGS AND SILLS. 4) CONTINUOUSLY ABOVE ALL PROJECTING ROOD TRIM. 5) AHERE EXTERIOR PORCHES, DECK5 OR STAIRS ATTACH TO A HALL OR FLOOR ASSEMBLY OF ROOD CONSTR. 6) AT HALL AND ROOF INTERSECTIONS. -1) AT BUILT-IN GUTTERS PER IRC, SECTION RTO5.4. cf. AHERE GRADE 15 GREATER THAN 30" BELOA WALK, LANDING, PATIO OR DECK A +56" HIGH GUARDRAIL 15 REQUIRED AND THE RAILING SHALL BE DESIGNED 50 A 4" DIA. BALL MAY NOT PASS THROUGH. PROVIDE 54" MIN. HEIGHT GUARD AT OPEN 51DE OF STAIRWAYS WITH A TOTAL RISE OF MORE THAN 50" PER R312.1. A 4%" SPHERE MAY NOT PA55 THRUOU6H GUARD. A 6" SPHERE MAY NOT PA55 THROUGH TRIANGLE FORMED BY RISER, TREAD, d BOTTOM RAIL OF GUARD. 10. EXTERIOR STAIRWAYS PER I.R.G. R311.7. 36" MINIMUM 5TAIRAAY AIDTH. LANDINGS SHALL HAVE A 56" MIN. DIMEN51ON IN THE DIRECTION OF TRAVEL. RISERS TO BE "13/4' MAX. HEIGHT, 4 TREADS TO BE 10" MIN. DEPTH, BOTH AITH A MAXIMUM VARIATION OF %". TREA125 A/ 50LID RISERS TO HAVE 5/4' MIN. TO [Y4' MAX. NOSING OR 11" MINIMUM DEPTH. 4" SPHERE MAY NOT PA55 THRU OPEN RISERS ON STAIRWAYS RISING MORE THAN 30". HANDRAIL READ. IF 4 OR MORE RISERS TO BE INSTALLED BETWEEN 34"-38" ABOVE NOSING 8 HAVE A V4'-2" DIA. GRIP CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT. RETURN ENDS TO HALL OR NEWEL. 6-8" MIN. VERTICAL HEAD CLEARANCE. PROVIDE 54" MIN. HEIGHT GUARD AT OPEN SIDE OF STAIRWAYS AITH A TOTAL RI5E OF MORE THAN 50" PER R312.1. 4" SPHERE MAY NOT PA55 THRUOUGH GUARD. 6" SPHERE MAY NOT PA55 THROUGH TRIANGLE FORMED BY RISER, TREAD, 8 BOTTOM RAIL OF GUARD. 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SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) ELEV. TYPE "A" I JOB NO. 22-022 DATE: July 05, 2022 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: SCALE: 1/4" = V-0" LEFT ELEVATION "A" SHEET: 1A 5/4x5 BARGE BOARD w/ Ix2 TRIM o/ Ix4 TRIM 15# FELT UNDER VALLEY FLA5H'& 8'4/6" SECOND FLOOR T. SECOND FLOOR SUB -FLOOR FIRST FLOORI 5/4x6 (4) SIDES MITER CORNERS 2x10 BAND W FLA5H'6 o/ TOP- 9"xcl" 50. BUILT-UP P05T w/ 1/2" SMOOTH FACE GEM. BOARD 51DIN6 o/ VAPOR BARRIER 5/4x6 (4) SIDES MITER CORNERS FIRST FLOOR 5UB-FLOOR CONT. ALUM. 6UTTER5 o/ Ix6 PRIMED SPRUCE FACIA BOARDS 6-I46" SECOND FLOOR FE c:' Hr_= t )E HOLD BAR&E/FA50IA BOARDS 1/2" OFF P.A. SHEATHING (TYPJ SECOND FLOOR 5UB-FLOOR 12 jj� FIRST FLOOR T_ _ HE �1 �E -'76" GARAGE E 5/4x6 (4) SIDES MITER CORNERS 5/4xI2 HEAD 10"xl0" 50. BUILT UP ENTRY POST W 1/2" SMOOTH FACE GEM. BOARD SIDING o/ VAPOR BARRIER 5/4xb (4) SIDES MITER CORNERS 2x CAP SLOPED 5% MIN. AAAY FROM P05T w/ DRIP EDGE CUT INTO BOTTOM 2x4 (4) SIDES MITER CORNERS FIRST FLOOR SUB -FLOOR SMOOTH FACE GEM. BOARD SIDING o/ VAPOR BARRIER —/ P.A. SHEATHING, 5/4x4 / 5/4x5 CORNER BRD'S 2x6 (4) SIDES MITER CORNERS 12 -7 TEMP. &LASS7H TEMP. &LASS 12 F7_ 12 TEMP. &LASS TEMP. CLASS ARCHITECTURAL &RAVE COMPOSITION ROOF SHINGLES o/ '146" 055. 5HTC. W INSTALLATION AND UNDERLAYMENT PER MFC'S. SPECIFICATIONS CONT. ALUM. &UTTERS o/ Ix6 PRIMED SPRUCE FACIA BOARDS 5'-lVa" SECOND FLOOR FE VINYL AINDOA5 w/ IN5ULV - &LASS PER PLAT 5PEC'S w/ .26 MAX "U"-VALUE OPTIONAL AINDOA TRIM: 2x6 HEAD/BA5E 5/4x6 LE&S FLASHING $ CNTR. FLASHING. FIRESTOP ALONG ROOF LINE SECOND FLOOR SUB -FLOOR a' -Up" FIRST FLOOR fE 4 T-6" GARAGE fE 5/4x4 / 5/4x5 CORNER BOARDS (TYPICAL) T' EXP. HORIZ. BEVEL SIDING o/ FORTIFIBER BUILD'6 SYSTEMS GROUP "JUMBO-TEX" BUILDING ARAP o/ AALL SHEATHING (TYPICAL AHERE 5HOA0 FIR57 FLOOR 50-FLOOR SCALE: 1/4" = V-0" REAR ELEVATION "A" I 5/4x6 BARGE BOARD w/ Ix2 TRIM o/Ix4 TRIM 15# FELT UNDER VALLEY FLASH'& 64/j5" SECOND FLOOR fE >.__)EF 5/4x4 / 5/4x5 CORNER BOARDS (TYPICAL) 7" EXP. HORIZ. BEVEL SIDING o/ FORTIFIBER BUILD'& SYSTEMS — CROUP "JUMBO-TEX" BUILDING ARAP o/ AALL SHEATHING, (TYPICAL AHERE 5HOAN) SECOND FLOOR 5UB-FLOOR 9'4/a" FIRST FLOOR fE 5/4x6 (4) SIDES MITER CORNERS —2XIO BAND w/ FLA5H'C o/ TOP 4"x9" 50. BUILT-UP P05T w/ 1/2" SMOOTH FACE GEM. BOARD SIDING o/ VAPOR BARRIER 5/4x6 (4) SIDES MITER CORNERS FIRST FLOOR 5UB-FLOOR ENGINEERED BY: Malsam-Tsang Engine&g Job No.: 0186.2022.03.01 2018 International Residential Code W LL U z Fn >O LL 00 >LU ce =LUo0a15a ==Z F J J�ZtoUmZ winF�wO �aF�i=U�O wF0=Wz ¢=OOFQOM w TLn7 CO�Z0 WUCO<LU w� LL wwOU�ZOFO >O<UU >�, U-) >wLUCL Q OwZLL � U w Q �_ w Z w U=w�aU U�-UwI = QF�w�� =wOWmZFw wu�CIwZ Uk OHO-5 =cmwFw �.��rjQUHO F �CQ UJ � W =Z=w U= �wZ0WF0w :InZF- USo0LUZOOQZZ000.0. wUQ>ca DOpNQYFW 0z�ina wm F(n�ul » Zz w QOU14 w¢0m0= m�E�>�w=u CL QOZ,Ln-,wu a��UpF� wO F_ U~ z�00E-ZwUFo��w awazwOTa~mOWMU0z ZQZ��oJwo�°o�W��W-OucnQ 0WNC7m� LZL OaOZZUNU¢ o- HLUgW2Wz0Z0_<Wn Z'000 LL�wUU0wz0O0w�nw W =7 w O V Q Rw ww_ZU = U TFOw QF�Uw0w0aam¢Fo ASSOCIATES McNAUGHTON 2 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 RECEIVED Nov 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 2022 (9 COPYRIGHT McNAUGHTON ASSOCIATES, Inc. 3132-02A 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. 22-022 DATE: July 05, 2022 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: SCALE: 1/4" = V-0" RIGHT ELEVATION "A" SHEET: 2A 8'-IVa" SECOND FLOOR IE SECOND FLOOR SUS -FLOOR q�I/ FIRST FLOOR f _ _ _ _ 2 HEADS `*I --- --- -- -- T-b" GARAGE 11111101111116 ��l INSTALL PER MANUF. SPECS I I I I I I I 7EN SYNTHETIC STONE VENEER PER FLAT SPECIFICATIONS t IRO • I I'_i � -�_ FLOORFIRST SUB -FLOOR =1111IMM I I I I I I I I EME`�� +� II�III�'!I�'II�I II 1■I I I 1 •- OF - -• 8'-11V SECOND FL00� - - - - - - - - -® HEADER �F7T� �F7T� T �= NONE No —_ .■ MEN Lail 0 1 M7 SECOND FLOOR SUS -FLOOR cl'-Ua" FIRST FLOOD -0 HEADER OUT STONE GAP. SLOPE TOP 5% MIN. AAAY FROM P05T FOR H2O RUN-OFF IS"A.A A. (FIN. DIM.) BUILT-UP SYNTHETIC STONE VENEER PER BLDR. SPEC'S o/ VAPOR BARRIER o/ P.T. 5HEATH'G. INSTALL PER MANUF. SPECIFICATIONS 8 Zh IRC R703.12 FIRST FLOOR SUB -FLOOR SCALE: 1/4" = V-13" FRONT ELEV. TYPE "A" STONE OPTION 4:12 8'-I%e" SECOND FLOOR iE HEADER SECOND FLOOR SUB -FLOOR 4 q'� FIRST FLOOR � _ _ 8'-0" HEADER OUT STONE GAP. SLOPE TOP 5% MIN. AAAY FROM P05T FOR H2O RUN-OFF le)'WA8"A. (FIN. DIM) BUILT-UP SYNTHETIC STONE VENEER PER BLDR. SPECS o/ VAPOR BARRIER o/ P.T. 5HEATH'65. INSTALL PER— MANUF. SPECIFICATIONS $ IRO R705.12 FIRST FLOOR 5UB-FLOOR ENGINEERED BY: Malsam-Tsang Engineer'g Job No.: 0186.2022.03.01 2018 International Residential Code LU >� x w LL V Z O LL p xw0OL5LLLLe ==00 wnF-LLO W zm VQ p>2a0aooF F-0 ww °miZ aLL- >N �p��0 LL,F-a W 00df�Q� OWm<wx 22zm 000�LYn >MI-n0> LUOpzw5 Lua 0� z LUZ) wm �nFF vaiw <2L:U V W 1' CL Q~�w W W W Z M.2MLUZ) =wLL�00 O~W V F 0 p J L~ CO P LLU LU Ln �OW ~Q�F-LOU' �Wz OF-p0LL> �ZOKO� ZuI-wax zLgm)Q WCpp OF -OF-pw L^z��`^� 0 F-O L j OZ mirww ULU ,0m QOrZ. .�. V)ULU— 2 W1002x20C F_ aN 2:F- Z6OOH3� ZZOLU �UwPT�O0-� mZ� zOw o1- 2<�Zu 0U_0 xFO-mmLU LLH . wz.zQ ln >Z mn V> tCE 0Z .OL Q 0 �w�z 000 LU�a0 w 0aCL OOWNwJ00QLU�V 0TV0pV)= ZLU w VZ0W0x�x�DLLC > W 0�QwO F-a CL E1 O2: ASSOCIATES McNAUGHTON r 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 RECEIVED Nov 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 2022 © COPYRIGHT McNAUGHTON ASSOCIATES, Inc. 3132-02A Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) ELEV. TYPE "A" STONE OPTION JOB NO. 22-022 DATE: July 05, 2022 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: SCALE: 1/4" = V-0" LEFT ELEV. TYPE "A" STONE OPTION SCALE: 1/4" = V-0" RIGHT ELEV. TYPE "A" STONE OPTION i 0 SHEET: 201A WINDOW TYPE: VINYL X❑ CLEAR ❑ ARGON ❑ LOW-E ❑ LOW-E/ ARGON QUAN LOCATION I MANUF. I WIDTH HEIGHT TYPE I "U" VALUE I AREA (S.F.) I U.A. (OPT) I NOTES WINDOW SCHEDULE - ELEVATON "A" (BASED ON WORST CASE SCENARIO) FIRST FLOOR 2 DEN / B.R. #5 TBD 3-0 6-0 S.H. .28 36.00 10.08 EGRESS 1 BUTL. PANTRY TBD 2-0 4-6 PICT. .28 9.00 2.52 1 KITCHEN TBD 8-0 6-0 XOX .28 48.00 13.44 1 DINING TBD 8-0 6-0 XOX .28 48.00 13.44 1 DINING TBD 8-0 8-0 SL. GL. DR. .28 64.00 17.92 TEMP. GL. 2 GREAT RM. TBD 7-0 5-6 PICT. .28 77.00 21.56 2 GREAT RM. TBD 7-0 1-6 SLIDE -BY .28 21.00 5.88 TEMP. GL. 2 GREAT RM. TBD 2-0 4-0 PICT. .28 16.00 4.48 1 BATH TBD 3-0 1-6 1 PICT. 1 .28 4.50 1.26 SECOND FLOOR 1 LAUNDRY TBD 2-0 4-0 S.H. .28 8.00 2.24 2 BEDRM. #4 TBD 3-0 5-0 S.H. .28 30.00 8.40 EGRESS 1 BEDRM. #3 TBD 7-0 5-0 XOX .28 35.00 9.80 EGRESS 1 BATH TBD 3-0 1-0 PICT. .28 3.00 0.84 1 MSTR. W.I.C. TBD 3-0 3-0 PICT. .28 9.00 2.52 1 MSTR. BATH TBD 3-0 4-0 PICT. .28 12.00 3.36 TEMP. GL. 1 MSTR. BATH TBD 6-0 4-0 SLIDE -BY .28 24.00 6.72 TEMP. GL. 2 MSTR. SUITE TBD 3-0 5-0 S.H. .28 30.00 8.40 EGRESS 1 BEDRM. #2 TBD 5-0 4-0 SLIDE -BY .28 20.00 5.60 EGRESS 3 BONUS TBD 3-0 2-0 PICT. .28 18.00 5.04 DOORS 1 GAR/DWELL'G TBD 2-8 6-8 STEEL .20 17.78 3.56 20 MIN. FIRE TOTAL: 3132 SF 11 550.80 1 152.80 1 17.59%" EXEMPT DOORS 1 FOYER TBD 1 3-0 1 8-0 1 STEEL 1 .31 1 24.00 1 7.44 1 EXEMPT -"WINDOW MANUFACTURER & CONTRACTOR TO CONFIRM WINDOW SCHEDULE PRIOR TO ORDERING WINDOWS* 0 N V N N 0 v 0 M _ 2046 PICT. 8'-O" HEAD - - 36"x42" GONG. STOOP INCLUDED w/ OPTIONAL DOOR Iq a-� 6 D2 50'-8" r, 5-0" 25-0" 20'-8" T-6" 10' 0" T-6" 4'-9" T_4)/2" 8'-62" 40 I I 16'-8" JI 4'-0" 9., }I }I M tb I}p w w pp wd0 l�l'1dN 11 NI y NI y 13 D2 �pp Q y -ll 0 = � Q YIN = p!p43 pX? aSIXXg? aSIg 1 D4 I I rn 7OLVI_EN CwZA] CwZA] 52" 4' 0" I�. �� IFURR DN. 10 2'-0Y" 11 2" 12„ CABINET LAYOUT 12 BUILDER SPECS - N OUTDOOR 11� 1 1 I LY I I N& I ISLAND 4OOP VENT REG'DI - - 4" GONG. SLAB - - - - ' 56FF1T GLG. 1 OI IK O,INI7 iro _ N ICI iU PER PLAT SPECIFICATIONS - GLG. w U Q � .;I po -- jl XI I (VI [W/A] CWLA] L J- POSTS PER T li - - = N K I TGHEN SOFFIT GLG. o/ H.S. REFER TO +8'-O" HARM AIR VENTS AALL PLAN (5.5.D) ON FIRST FLOOR ARE LOCATED IN THE GLG. 1'-11 1 a 6'-9" '1'-I" GLG. 3' 4" 1�_12" T-8" 6-10" 10 I +34"-38" HANDRAIL w/ IV2"-2" O GRIP -------------- I 5 "7 6 5 4 5 2 I 1 5 Q � O T == - _= 7 UP 17R 11 " E o� - M D2 D2 GREAT RM. J ►� z BUTLER D2 4'_ I "n +3 3 " H ND I H.S. 14 O 13 N d > 6 IL n I "� RI I PAN w/ - q -I GLG. _ _ Q �1 H FIRESTOP ALL--] I I I CRAWL q m r-I' GLG. VOIDS (TYP.) +38" H AAL ACCESS 2468 PANTRY w/ AP $ IIOV I 8 6 C'1 8 � 2668 SD GMA J h 4 10 12 15 14 15 1( 17 + _ 8 A L 6" 01 6'-0" 6 �� 11'-62'. 5 w III 2 G IP I 13 ELBGT. -� v 7_ 3 __4 F DN.1R II I D3 W.H. +38 H. WALL w w IQ 43 `" +8'-O" D4 w w/ WD. GAP 10 43 w 2 5 4 5 6 14 I --- ----------- SHEOI� 4 POLE _ R. W.G. D3 - ' V, 10" 9' �O 1 1' 5" do/ 6'-1/" _ -- _ ---- � 40 8 I-FOL 4'-q" VANITY � . 13, I6 1'-32" 5'-2" 5'-0" 9' 62' 6"1 o 1 a uoV w FLR. K. LATH li O_ I { cJ Y.T.O. 34"x&O" 5' 0" 21' 0" 10 S DJGMA q'-I " GLG. 2668 SHOYVER + D2 w [wZA] GLG. \ 0 29 W LF POLE >_ co - STEP o N D4 d ICE s _ 5065 IFOLD 5TOR. 2-GAR G 4" GONG. SLR$ 4" GONG. SLAB FLOOOp I I� I I SLOPE FLOOR 3" TO DO PR I` 2'-10" EQ. EQ. I LINE OF FOUND. STEM 3 4 H.P. q'-I GLG. al 6 7'_62 HALL BELOW I -12" LINE OF GARAGE DOOR IN OPEN POSITION A-------- \ --- PEN #5 1' r� 8 .R. CARPET OPTIONAL � I � � 13 q -I GLG. 3068 1 1 I I GLG. � } z -1------ I LINES OFBA - VE(S.SLJ---- S - m Z w 6 ------------=r------ NO BRIG MOULD ARAP 0AKAGE DOOR OPENING w/ 2x�l�0OD @ EN DOOR q N I TRMFOR NET OPENING OF 16-O"xV-O" THIS DR. = " I I a A%, i � O SOFFIT G n '_ n I6 -O x 8 O o/ HEAD GARAGE DOOR I,G PER FLAT FURRD N. I I 4" CON&. SLR$ SPECIFICATIONS I I 12" OPTIONAL: 10 +56" H. RAIL'& SYNTHETIC STONE VENEER I I I PER BLDR. SPECIFICATIONS o/ VAPOR BARRIER o/ P.T. P.A. WALL SHEATHING. INSTALL 1 10" 10" > PER MANUF. SPECIFICATIONS I I I I 4 IRG R103.12 } pp��ppUU�� v4N4 20 ��dQ pp pp Q Q OL Q0 CONCRETE RETAINING I v I NI N NI N p Q KALL AS NEEDED. SLOPE TOP OF ALL PN. 13 12 12 � m ml� AA AY FROM BUIILDING I w/ GRADE. FINISH TO I I I I I BE POLISHED GONG. I I I I I 3'-3" 2'-9" 1'-8" 16'-3" Z-V 2,_64" I I 2,_72„ 1'-94" I I 5,-14" T-52„ 5'-14-- 6'-0" 20'-0" T-0" 13'-8" 4'-0" 50'-8" FIRST f=LCCR PLAN SGl"�LE: %411 � II_OII 1"xt1" BUILT-UP POST w/ 1/2" SMOOTH FACE GEM. BOARD SIDING o/ VAPOR BARRIER 8080 _SL. GL. DR. _ 8 -O' HEAD TEMP. GLASS 13 _ co 6 � \D2/ *H.B.I Iq (V 2040_PICT. 6'-0" HEAD L9 N v LO N 0 0 M N L9 N O 2040 PICT. _ o 8'-o" HEAD v (V M 3016 PICT. 8'-O" HEAD - 0 N �c i. • 0 0 0 10"xl0" BUILT-UP ENTRY COLS w/ 1/2" SMOOTH FACE GEM. BOARD SIDING o/ VAPOR BARRIER W 18" 50. BUILT-UP BASE PER ELEVATIONS TYPICAL (5) LOCATIONS OPTIONAL: IS" 50. BUILT-UP BASE w/ SYNTHETIC STONE VENEER PER BLDR. SPECS o/ VAPOR BARRIER o/ P.T. P.W. 5HEATH'6. INSTALL PER MANUF. SPECIFICATIONS 4 IRO R703.I2. FRAME BOX FOR IS" FINISHED DIM BASED ON THICKNESS OF SPEOV VENEER 0 v N GENERAL NOTES FIRST FLOOR NOTES - TYPICAL EXTERIOR WALL CONSTRUCTION: SIDING PER PLAN o/ BLDG. PAPER (7# INTERWOVEN FELT) o/ 1/16" 055 PLYWOOD SHEATH'& o/ 2x6 H.F. #2 STUDS @ 16" O.G. w/ R-2I (min) BATT IN5UL. w/ V.B. (UNLESS NOTED OTHERWI5E). 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. 2x6 #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 1'446" UNLESS NOTED OTHERWISE ON PLANS. (U.N.0) - 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 VENTS TO HAVE A MAX. RUN OF W-O" w/ NO MORE THAN TWO 10* BENDS. IIOV INDICATES IIOV SMOKE PET. PER IRO SECT. R314 O INTERCONNECTED W BATTERY BACKUP "OR" 5.n. AIRELE55 INTERCONNECTION PER IRO 314. IIOV INDICATES IIOV SMOKE PET. PER IRO SECT. R3I4 5DIO® COMBINED w/ CARBON MONOXIDE ALARM PER R315. GMA INTERCONNECT w/ BATTERY BACKUP "OR" WIRELE55 INTERCONNECTION PER IRG IIOV HEAT DETECTOR w/ POWER SUPPLIED BY HOUSE AIRING O PER IRO R314.2.1, R314.2.3 AND R314.6 H.D. INDIGATE5 50 GFM FAN VENT TO EXT PER IRG M1506 (5EE ELECTRICAL PLANS) V.T.O. U KEYNOTES I. RUDD ULTRA SERIES HYBRID ELECTRIC RATER HEATER MEETING STANDARDS FOR TEIR 3 OF NEEA'S ADVANCED RATER HEATING SPECIFICATIONS HIGH EFFICIENCY-3.55-3.10 UEF SET RATER HEATER ON +IS" H. METAL PLATFORM. 2. AMERICAN STANDARD PLATINUM SERIES AIR -SOURCE HEAT PUMP w/ MINIMUM HSPF OF ILOSET UPON A 3(6"x36"x4"T. PAD. 3. R-21 INSULATION BETAEEN HOUSE 4 GARAGE. R-38 @ 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 ROOM5 SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8-INCH TYPE "X" GAB OR EQ. INHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2" &WB 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 1 5/4" MAX FOR I N'SW I NG DR) BELOIN THRESHOLD 15 REO'D FROM THE REO D EXIT DOOR. AHERE DOOR IS NOT THE REO'D. EXIT DOOR A 57AIRAAY OF 2 OR FEAER RISERS IS PERMITTED WHERE DOOR DOES NOT 5ANG o/ RISER. '7. VENT HOOD w/ LIGHT 4 100 GFM MIN. FAN TO EXT. 8. PROVIDE I" MIN. AIR GAP @ DI5HAA514ER q. MIN I5"x24" GRAAL ACCESS INSULATE TO R-55 AND WEATHER STRIP. 10. GUARDRAIL: 36" MIN. HIGH, DESIGN 50 AS A 4" MAX. SPHERE MAY NOT PA55 THROUGH. REQUIRED AHERE DROP 15 MORE THAN 50" To FLOOR OR GRADE BELOW. COMPLY w/ IRO R312.1 4 R312.2. A 42" HIGH HALF WALL w/ AP. GAP 15 STANDARD --RAILING 15 OPTIONAL. II. STAIRWAYS/IRG R311.7: -STAIR TREADS AND RISERS: MAXIMUM RISER HEIGHT SHALL BE 1 %4"• MINIMUM TREAD DEPTH SHALL BE 10" TREADS WV SOLID RISERS To HAVE 5/4' MIN. TO V4' MAX. NOSING OR II" MINIMUM DEPTH. 4" SPHERE MAY NOT PASS THRU OPEN RISERS -HANDRAIL READ. IF 4 OR MORE RISERS TO BE INSTALLED BETWEEN 34"-36" ABOVE NOSING 4 HAVE A V4"-2" DIA. GRIP CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT. RETURN ENDS TO HALL OR NEAEL. INSTALL 2x10 BLOCKING BETWEEN STUDS TO SUPPORT HANDRAIL BRACKETS. PER IRO R31I.1.1 -ENCLOSED USABLE SPACE UNDER STAIRS SHALL HAVE AALL5, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED BY THE USE OFY2' G.A.B. ON THE ENCLOSED SIDE IRG R302.7 -A 6-8" MIN. HEADROOM CLEARANCE 15 REQUIR'D IRG R311.1.2 -FIRESTOP STAIRS AS PER IRO R6O2.6 12. E&RES5 SASH SILLS +44" MAX. ABV. FIN. FLR. OPENING MIN: 20"W, 24"H, 5.1 50. FT. MIN. AREA. EMERGENCY ESCAPE AND RE50UE OPENING SHALL BE OPERATIONAL FROM INSIDE AITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. R310.1.1 13. PROVIDE TEMPERED GLAZING PER IRO SECT. R305 14. DIRECT VENT GA5 FIREPLACE. INSTALL PER MFG'S SPEC, FIRESTOP SURROUND, U.L. APPROV'D 4 LABEL'D - PROVIDE 6LA55 DOORS. (IRG CHAP. 10 4 SECT R1006.6/A5EC R402.4.2) 16. -TUBS 4 5HOAER5 TO COMPLY w/ IRG SECT R301.2 TOILETS. 15" CLEAR SPACE READ. EACH SIDE FROM Q OF TOILET 4 21" CLEAR SPACE REQUIRED IN FRONT. INSTALL 2x10 BLOCKING FOR TOWEL BARS UP 48" ABOVE FLOOR OR BELOIN SILL HEIGHT IF AT AINDOW. INSTALL BLOCKING FOR T.P. HOLDERS. -514OINER COMP. 51ZE MIN 1100 50.IN. 4 50" MIN HORIZ. DIM. 22" MIN. AIDTH SHOWER DOOR To OPEN OUTAARD IF HINGED. 30" WIDE X 24" DEEP CLEAR SPACE REQUIRED OUTSIDE 5HOAER DOOR. ENGL05URE5 TO BE TEMP. GLASS. TUB OR SHOWER CONTROL VALVES TO LIMIT INATER D15GHARGING FROM A BATHTUB/ SHOWER TO 120 DEGREES F. BY A DEVICE THAT COMPLIES WITH "A55E 1010/A5ME Al12.1010/GSA 8125.10 PER 2015 UPC, 40q.4. -PROVIDE SMOOTH, HARD, NON -ABSORBENT SURFACE o/ 1/2' "AONDERBOARD" OR EO. o/ GRADE "B" PAPER CVR'& MEMBRANE TO A HEIGHT OF 76" MIN. ABOVE DRAIN INLET. VAPOR BARRIER NOT PERMITTED BEHIND W.P. &WB AT EXT. WALL. FIRE5TOP 71)55 4 5HOWERS PER R602.8 - 1.15 GPM 5HOAER FLOA RE5TRIGTOR. 1.6 GAL PER FLUSH MAX. -ENSURE SHOWER CONTROLS COMPLY w/ UPC 408.q 1q. EXTERIOR HOSE 5155: PROVIDE w/ NON -REMOVABLE BAGKFLOIN PREVENTION DEVICES 4 FREEZE RESIST 20.5YNTHETIC STONE TO BE INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 4 IOC E51R-1364. WEEP SCREED (IBG2512.1.2, IRO R103.6.2.1) 4 OR CODE -COMPLYING FLASHING SHALL BE INSTALLED @ BOTTOM 4 ALL HORIZONTAL TERMINATION OF STONE VENEER @ EXTERIOR HALLS. WEEP HOLES PROVIDED @ 33" O.G. MAX. LOCATED IMMEDIATELY ABV. FLASH'& 4 5/16" VIA MIN. (IRO R103.1.6) RIGID, CORROSION RESISTANT FLASHING SHALL BE INSTALLED AT ALL WALL PENETRATIONS (PER 2016 IBC/IRG) =SOFFIT / HEAD HEIGHT. ® = HEAT REGISTER IN FLOOR -HOLD 6" OUT FROM EXTERIOR HALL "OR" 4" OUT FROM INTERIOR WALL. [& = TOE KICK HEAT REGISTER @ CABINET. NOTE: VERIFY ALL HEAT REGISTER LOCATIONS AITH MECHANICAL SUB -CONTRACTOR AND SITE SUPER. PRIOR TO INSTALLATION TOILET PAPER TOWEL BAR HAND TOWEL RING DISPENSER (PROVIDE (PROVIDE @ + I q " A.F.F. SOLID BAGK'G +48 ") SOLID BAGK'(5 +48 ") BUILDING AREA SUMMARY FIRST FLOOR LIVING AREA: 1,400 S.F. SECOND FLOOR LIVING AREA: 1,132 S.F. TOTAL LIVING AREA: GARAGE AREA: COVERED PORCH AREA: COVERED OUTDOOR LIVING AREA: EXPOSED TERRACE AREA: AIDTH: DEPTH: (ADD 2'-0" FOR FRONT PORCH) 5,152 S.F. 5q4 S.F. q8 S.F. 185 S.F. 4q S.F. ENGINEERED BY: Malsam-Tsang Engine&g Job No.: 0186.2022.03.01 2018 International Residential Code wLUZ o LU W,0 w >�2 = =w0pavw ==Z0E- J J�ZV)UZ 2wiFlppwOF a¢oo�U 0 20 2 w m?z0 �Ln LnLU M Uj �• oQCO�JoF �w>¢Ug �W "0W>uia dZJ-VZzZ � Loll F lan w¢ZwU � U,wWm Op.UO _w U � wzwUmHFw xwo wu��wZ U�LnO-owD wViLn0�m ¢ F-z< XLU �LUoo0> U'�Uiz0Q o0 wUQ>m DOO,7QO�w p0, -L n P Ibz-zat-o� - z Zw UM w a m 0 m y�> 0 = j O Z z V7 V-jU lN� 02==0 c ��zzQ= zzp=��~wv =oo�2�H 20w in �Nw 3 wnoP0MD 006 zU Lo:n m¢w¢ZZw ccFwpa4 1.U L,) 4OW. O.C., Inwo ��Ea bdoo�omua z 0 ww gaz�H�'Qa00 wzwxF-0z z0z�apaw= wwww U,w ZNw�pF_,n") � a W U w O 0 Q w w V w=� oe w= J w ��~ Z wM <w0 Fr)ow O� ASSOCIATES McNAUGHTON 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 RECEIVED Nov 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I2022 © COPYRIGHT I McNAUGHTON ASSOCIATES, Inc. 3132-02A Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) FIRST FLOOR JOB NO. 22-022 DATE: July 05, 2022 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: SHEET: ONEv c v 45'-8" BECCN0 FLOOR PLAN - sr -ALE: t/411 = I1_OII GENERAL NOTES SECOND FLOOR NOTES - TYPICAL EXTERIOR HALL CONSTRUCTION: SIDING PER PLAN o/ BLDG. PAPER (7# INTERWOVEN FELT) o/ l/16" 055 PLYYVOOD SHEATH'& o/ 2x6 H.F. #2 STUDS @ 16" O.G. A/ R-21 (min) BATT IN5UL. w/ V.B. (UNLESS NOTED OTHERWISE). GARAGE AALL5 TO BE 2x4 H/F #2 STUDS @ 16" O.G. N.N.0) - TYPICAL INTERIOR WALL CONSTRUCTION: 2x4 #2 H.F. STUDS @ 16"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 8'-146" UNLE55 NOTED OTHERWISE ON PLANS. (U.N.0) - STANDARD HEADER HEIGHT 15 1'-0" AT SECOND FLOOR (U.N.O.) - FIRE BLOCK ALL PLUMBING PENETRATIONS. - ALL HANGERS TO BE 51MP50N OR EQUAL. - EXHAUST VENTS TO HAVE A MAX. RUN OF 14'-0" A/ NO MORE THAN TWO 10' BENDS. IIOV INDICATES IIOV SMOKE PET. PER IRG SECT. R514 O INTERCONNECTED A/ BATTERY BACKUP "OR" S.D. WIRELESS INTERCONNECTION PER IRG 314. 110 INDICATES IIOV SMOKE PET. PER IRG SECT. R314 ® COMBINED A/ CARBON MONOXIDE ALARM PER R315. SDJGMA INTERCONNECT A/ BATTERY BACKUP "OR" WIRELESS INTERCONNECTION PER IRG WIN INDICATES 50 CFM FAN VENT TO EXT PER IRO M1506 (SEE ELECTRICAL PLAN5) V.T.O. O KEY NOTES I 9. ATTIC ACCESS: 22"x30" MIN. OPENIN6-IN5UL. 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 THROUGH. REQUIRED WHERE DROP 15 MORE THAN 50" TO FLOOR OR GRADE BELOW. COMPLY A/ IRG R312.1 4 R312.2. A 58" HIGH HALF WALL W WD. GAP 15 5TANDARD--RAILING 15 OPTIONAL. 11. STAIRWAYS/IRG R311.1: -STAIR TREADS AND RISERS: MAXIMUM RISER HEIGHT SHALL BE 1 V. MINIMUM TREAD DEPTH SHALL BE 10" TREADS YV SOLID RISERS TO HAVE 5/4' MIN. TO h" MAX. NOSING OR 11" MINIMUM DEPTH. 4" SPHERE MAY NOT PASS THRU OPEN RISERS -HANDRAIL REOD. IF 4 OR MORE R15ER5 TO BE INSTALLED BETWEEN 34"-38" ABOVE NOSING 8 HAVE A �V4"-2" DIA. GRIP 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 R311.1.1 -ENCLOSED USABLE SPACE UNDER STAIRS SHALL HAVE WALL5, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED BY THE USE OF Y2" G.W.B. ON THE ENCL05ED 51DE IRG R302.1 -A 6-8" MIN. HEADROOM CLEARANCE 15 REOUIR'D IRG R311.1.2 -FIRE5TOP STAIRS AS PER IRG 602.8 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 KNOALEDGE. R310.1.4 13. PROVIDE TEMPERED GLAZING PER IRG SECT. R508 16. -TUBS 4 SHOWERS TO COMPLY A/ IRG SECT R307.2 TOILETS. 15" CLEAR SPACE REOD. EACH 51DE FROM t OF TOILET B 21" CLEAR SPACE REOUIRED 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. 51ZE MIN QOO 50.IN. 6 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 TEMP. GLASS. TUB OR 5HOAER CONTROL VALVE5 TO LIMIT WATER DISCHARGING FROM A BATHTUB/ 5HOAER TO 120 DEGREES F. BY A DEVICE THAT COMPLIES WITH "A55E 107O/A5ME A112.1070/05A 5125.10 PER 2018 UPC 404t.4. -PROVIDE SMOOTH, HARD, NON -ABSORBENT SURFACE o/ 1/2" "AONDERBOARD" OR E0. o/ GRADE "B" PAPER GVR'& MEMBRANE TO A HEIGHT OF 16" MIN. ABOVE DRAIN INLET. VAPOR BARRIER NOT PERMITTED BEHIND A.P. GAB AT EXT. HALL. FIRESTOP TUBS 8 SHOWERS PER R602.8 - 1.15 6PM SHOWER FLOA RE5TRICTOR. 1.6 GAL PER FLUSH MAX. -ENSURE SHOWER CONTROLS COMPLY A/ UPC, 405.11 22.DRYER: VENT DUCT SHALL BE OF SMOOTH METAL EXTENDING TO EXTERIOR A/ BACK DRAFT DAMPER PER I.R.G. AND U.M.G. SCREWS ALLOAER PER IRG 1502.4.2 25.POCKET DOOR5 TO HAVE GRASPABLE HARDWARE AHEM IN THE OL05ED P051TION PER IRG 525.4 26.40,000 BTU 95% EFFICIENT NATURAL GAS FURNACE: RHEEM R95PA0401317. MECHANICAL VENTILATION METHOD: AHOLE-HOU5E VENTILATION INTEGRATED AITH A FORGED AIR SYSTEM PER SHEET WSEC 4 IRG M1501.3.5. FRESH AIR DUCT 15 REOUIRED TO HAVE A FLOW TEST PER IRG SECTION M1507.3.5.1 SOUND SUPPRESS FURNACE CLOSET AS PER PLAT SPECS. 21. OPTIONAL SOUNDPROOFING @ BEDRM. #2 AALL PER BUILDER SPECIFICATIONS. +X'-X" =SOFFIT / HEAD HEIGHT. ®= HEAT REGISTER IN FLOOR -HOLD 6" OUT FROM EXTERIOR WALL "OR" 4" OUT FROM INTERIOR WALL 1n [P� = TOE KICK HEAT REGISTER @ CABINET. NOTE: VERIFY ALL HEAT REGISTER LOCATIONS WITH MECHANICAL 5UB-CONTRACTOR AND 51TE SUPER. PRIOR TO INSTALLATION ENGINEERED BY: Malsam-Tsang Engine&g Job No.: 0186.2022.03.01 2018 International Residential Code wLUZ o o >�a = =w0 LCLI ==Z�F- J J�ZIn UZ VwiF0O�wOF a¢oo�Qoo 2 wLL�w"m �, Ln oo¢6U� >2"n0W>�uia oz�r0oz") �� w m V ¢ Z U Z' U w 2 Oww00 F _n�Z w ZIwLUmF-F-w ¢ LU__ =w0 w u�0 w U��O�O>LF- __'--'�mF-w ��=Z=wVO LUViNO�m ¢ F-¢tn=wF C� LU000> ��zo�o� w0Q>m LU DOO�¢0E-w O��inQ JI_i1zatL� O -� z zw m w¢ OZZV7 V�jU cCN�p2==oc 2: w z Z Z d' 2 Z Z LU'. L" �~ Ln Uj =00�2�H 20w in 0Nw F � w<Mp!Ocn� 00¢2zo7 -:n¢ m¢w¢zzw ccFw2¢z F-V ,,, 6 � 0." .0-wo �O A< O �cn-0wmZcn �mwUZ obi bzzozoz OF9�ww gazU��a000 LU LU OALU �ww� U 0 D U > 2 w U w= Lh ce U w LU w T w Z wOm�¢w0 F00-< 02: 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 RECEIVED Nov 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I2022 QC COPYRIGHT I McNAUGHTON ASSOCIATES, Inc. 3132-02A Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) JOB NO. 22-022 DATE: July 05, 2022 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: On - J,__ TOILET PAPER TOWEL BAR HAND TOWEL RING DISPENSER (PROVIDE (PROVIDE @ + 111" A.F.F. SOLID BAGK'G +45") 50LID BACK'& +45") SHEET: 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 Eo _ SEAM _ r` in _ SEAM _ 1 6" SEWER SLEEVE AND 4" �- WATER SLEEVE FIELD VERIFY EXACTC LOCATION. 0 0 cli I OPTIONAL 36"x42" 1 CONC. STOOP WHEN OPTIONAL GARAGE MAN DR. IS INSTALLED I I q 8 2 � i[) o S3.�1D c� I SHEATHING EDGE NAILING EDGE OVER EA. STUD 10d OR 12d NAILING{ PER SCHEDULE V�Y Detail B PLAN VIEW AT ABUTTING PANEL EDGES OF SW3, SW4, SW5 & SW6 0 'v SHEARWALL SCHEDULE000@O@ MARK SHEATHING PANEL EDGE NAILING TOP PLATE CONNECTION BASE PLATE CONNECTION TRUSS RIM/BEAM® AT WOOD AT CONCRETE SW6 1/2" PLY or 7116" OSB 8d @ 6"oc 10d @ 6"oc A35 @ 30"oc 12d @ 6"oc 5/8"0 A.B. @ 48"oc SW4 1/2" PLY or 7/16" OSB 8d @ 4"oc 10d @ 4"oc A35 @ 18"oc 12d @ 4"oc 5/8"0 A.B. @ 42"oc SW3 ® 1/2" PLY or 7116" OSB 8d @ 3"oc (2)rows 10d @ 6"oc A35 @ 16"oc (2)rows 12d @6"oc 5/8"0 A.B. @ 36"oc SW2 ® 1/2" PLY or 7/16" OSB 8d @ 2"oc (2)rows 10d @ 4"oc A35 @ 12"oc (2)rows 12d @ 4"oc 5/8"0 A.B. @ 24"oc SW3-2@ 1/2" PLY or 7/16" OSB EA SIDE 8d AT 3"oc EA SIDE N/A A35 @ 8"oc (2)rows 12d @ 3"oc 5/8"0 A.B. @ 18"oc SW2-2@ 1/2" PLY or 7/16" OSB EA SIDE 8d AT 2"oc EA SIDE N/A A35 @ 6"oc (3)rows 12d @ 3"oc 5/8"0 A.B. @ 12"oc 11) BLOCK PANEL EDGES WITH 2x4 LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d AT 12"oc. (2) 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". (3) 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(S) w/ SHEATHING. AT 2x6 SW3-2 AND SW2-2 WALLS, PROVIDE 4-1/2" x 3" x 0.229" PLATE WASHERS CENTERED ON PLATE. ® 3x STUDS OR DBL STUDS NAILED TOGETHER w/ 10d NAILING IS REQD AT ABUTTING PANEL EDGES OF SW3, SW2, SW3-2, AND SW2-2. REFER TO DETAIL A. WHERE 3x STUDS ARE USED, STAGGER NAILS AT ADJOINING PANEL EDGES. ABUTTING PANEL EDGES SHALL BE OFFSET EACH SIDE OF WALL AT SW3-2 AND SW2-2. © 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. (2) 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 MAYBE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. 50'-8" 5-0" 25-0" 20'-8" JI 6„ 2'- 7Y2 18' 9" 2'_7y„ 6" 16-5%" 4'_2Y4" I I I I 3 I I I I 4 I I S3.1 1 I I S3.1 5 to 0 F42 > > C G - > > O O I 301 -- 1 O �:: .... EL.=-0 0 ::.... O EL.F-0'-4., ABU - L---� 1 1 ... I i I OUTDOOR ' - LSTHD i LIMING I 4" CONC. SLAB o/ 3 " 1 1 GRANULAR FILL 1 I I 1 53.1 SLOPE AWAY FROM ip 4'-9 :'::':.:'. 6'-0" 6'-0" 4'-3" 2'10 I 1 HOUSE O D1 - 7 v I I I I 1 1 I� I °i 0 u 2 F �� F4 � F4 *� �4 �� .. L - w - - t.---=- ------------------- I III III EJ 3 1 1 5.I I 1 1 ' 0" 5-10" 5-10" 6-0" 6-0" 6'-0" 6'-0" 6'L.-0" 2'i0 IL. 1�4 �o r4 - �4 �4 �4 �4 I: 1 �4 R... ! -- ............: ..... _ ........1........ b+6 1 ........ - _.Ir�I-rt:.:::........ -- -�-��- -+ �� -+ �� - -��- -�-��- -�-��- -�- .: 1 L__J ....: I I i1 L__J L__J L__J L__J L__: 3" I --j L-_ J : 1 I; IF ANY PIER PAD HAS TO BE :L ______J: 12 TYP. 1 -- - HDUI5 0 1 ... :..:.... ........ ...... .... : ELEVATED ABOVE ORIGINAL S3.1 1 LOCATION USE 12" SONOTUBE 1 I TO EXTEND, THEN BACKFILL 7 :::::::::::::::::: .. . ORAY�IL 5FA0 1 1 r 64" S3.1 - Emil. POLYETHYLENE V.B. cb 3 w/ 12" LAP AT SEAMS (BLACK) f co II co D1 2- - +`O EL.=-2'-8" +`O - 18" MIN. CLEARANCE - 12" @ BM.-S R-38 INSULATION IN JST. SPACES 1 .................. o-� .......`:'.... ---- = ----------------- -- ------ ---------- - o -- �� --- -- --- I 1 ci 1 M = - - 1�+ Q I Q Q 136 +co I F4 � F4 +� Q! Q! �. F4 +� �... F4 +R J LL LL LL BE.AIL..{ I --- - - - - - - - - - ......... .- li 1 5'-11%" 11'-1%" 1 i 1 6 6 4 0" 4' 0" 4' 0" ..... 4'-2" 2' 0 . 01 LM 9" 11' 10%" 2 p II 6' 4 Z11 I 211-01, I �4+ �4 J - J :.. CONT. 8"T.x18"W. CONC. �Cr BEAM I i .. R� .. ::=:::::::....-..�= �4. Ri� ... - FOOTING w/ (2) CONT. _ � � I 1 #4 R/F BARS FOR STAIR \ I J J U+ - - - & LANDING ABOVE CD 4" CONCRETE SLAB 1 w/ FIBER MESH o/ GRANULAR FILL i I 6'-3" 6'-3" 6'-2" 20 1 SLOPE 3" TO o/HEAD 41 i 1 GARAGE DOORS 1 v 1 FILL $TAMP w/ HANDHELD 3 I 1 J DEVICE WHERE REQUIRED \ p1 1 1 1 I D1 w I I TOP OF SLAB -1" BLO. TOP OF 7 I I 1 1 1 3 FOUND. WALL @REAR OF GARAGE S3.1 I I I I I I S3.1 I I I I I I I yli,. 17u 5 i I 4�" 2'-10Y4" T-2%" Z-10Y41 �1 , EL.=-2'�2 I L - -1 L F30 I II I I - - - - 1 - - - - - - 1 7 3 I 1 I EL;- 0'-0" ... D1 D1 S3.1 I ------ L J 1----� I L--I 1 ............... .... "..I.............J.... 8 2 iv o T _ pEL.- 0 -0:, 'I- H I w ------------- vEL.=-0'-0" __ _ - - - - - - �- I I= 1 _ 1 GRANULAR FILL FROM c THICKEN SLAB EDGE SLOPE AWAY CUNT. 8" DEEP BY 16" WIDE CONC. FOOTING HOUSE 1 w .,L: .... A U - EL=-0,,4„ „ ABU ABU . 1 9 I 5 Z I D1 D1 ow I I 4 W I S3.1 �w 1 LLw I I O co as 1 Ow aW I I 1 cn '3 I I I L- I 11" 1'-2" 2'-1" 1' 8" 16'-3" 8%" I 12'-11%" 01 6'-0" 20'-0" 01 T-0" 01 13'-8" 01 4'-0" 50'-8" i r ISTHD10 - - I _ ABEAM _ I 1 1 3 D1 53.1 tTHD10 - - 1 6 10 D1 D1 T�C� BEAM _ f=0UNDATION FLAN SCALE: 1/4" = V-0" 80 0 EO L o o M N u9 CV 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 OTHERAI5E. - FIELD GUT END, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED AOOD SHALL BE RETREATED IN THE FIELD IN ACCORDANCE WITH AAPA M4. IRC 511.1.1 - 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 V15GUEEN BLACK VAPOR BARRIER THROUGHOUT CRAWL SPACES OVER EXPOSED GRADE. LAP EDGES 12"min. ® 5EAM5 AND OVER INTERIOR/PERIMETER FOOTINGS. - HOLDOAN 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 A57M A-615 GRADE 60 OR BETTER - MININMUM CONCRETE COVERAGE OF STEEL TO BE: 3" CLEAR o BOTTOM OF FOOTINGS - PROVIDE 5/8"x 7" ANCHOR BOLTS PER PLAN OR 46" O.G. FOR MORE THAN TWO STORIES. LOCATE BOL75 BETWEEN 4/2" 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 HALL 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 CRAAL 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 RATER SYSTEM OR APPROVED DI5GHAR&E. - ALL FTC. BASE TO BE IS" MIN. BELOW GRADE (TYP) - JOISTS, BEAMS 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 o 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 OPENINGS SHALL CLOSED AND PROTECTED BY THE INSTALLATION OF APPROVED METAL METAL COLLARS SECURELY FASTENED TO ADJOINING STRUCTURE. - 313.12.4: TUB AA5TE 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 "BII PORCH DRAAING5 SHOWN ON THI5 SHEET REFLECT ELEVATION TYPE "A" ONLY U.N.O. FOR ELEVATON "B" OPTION PLAN SEE SHEET 3.1 o M U KEY NOTES 1 ELEV. OF FLOOR OR LAND'& 1 142" MAX (or 7 514" MAX FOR IN'SAINC DR) BELOW 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 5AIN& o/ RISER. 2015 IRC, 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. a OPT. GARAGE MAN DR. FINI5H AIDTH + 5" (3'-I" FORA 2'-8" DR) VERIFY SIZE 4 LOG'N 6. 2"x24" RIGID INSULATION (R-10 MIN. @ HEATED SPACES) 0 v 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 ® 8"T. x 24"W. x 24"W. CONC. POST FOOTING w/ (2)#4 R/F BARS EACH WAY @ BOT. L 24 I- 1 El1 12"T. x 30"W. x 30"W. CONC. POST FTG. 1 w/ (4) #4 EACH WAY BOTTOM L 30 J I 1 El 1 12"T. x 36"W. x 36"W. CONC. POST FTG. w/ (4) #4 EACH WAY BOTTOM I I L-36--1 F----1 1 1 ® 12"T. x 42"W. x 42"W. CONC. POST FTG. 1 1 w/ (5) #4 EACH WAY BOTTOM L-42-J NOTE VERIFY TOFOGRAFH I G AND SUE35URFAGE GOND 1 TI ONS ANID ADAFT FOUNDATION FLAN5 AGGORD I NGLT. 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SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) FOUNDATION JOB NO. 22-022 DATE: July 05, 2022 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: SHEET: 5 3/4" T&G SHEATHING GLUED i SCREWED w/ #8 x 2-1/2" SCRE' @ 6" O.C. ON EDGE & 12" O.C. I SHEATHING EDGE NAILING EDGE OVER EA. STUD 10d OR 12d NAILING{ PER SCHEDULE )M Detail B PLAN VIEW AT ABUTTING PANEL EDGES OF SW3, SW4, SW5 & SW6 SHEARWALL SCHEDULE000@O@ MARK SHEATHING PANEL EDGE NAILING TOP PLATE CONNECTION BASE PLATE CONNECTION TRUSS RIM/BEAM® AT WOOD AT CONCRETE SW6 1/2" PLY or 7116" OSB 8d @ 6"oc 10d @ 6"oc A35 @ 30"oc 12d @ 6"oc 5/8"0 A.B. @ 48"oc SW4 1/2" PLY or 7/16" OSB 8d @ 4"oc 10d @ 4"oc A35 @ 18"oc 12d @ 4"oc 5/8"0 A.B. @ 42"oc SW3 ® 1/2" PLY or 7116" OSB 8d @ 3"oc (2)rows 10d @ 6"oc A35 @ 16"oc (2)rows 12d @6"oc 5/8"0 A.B. @ 36"oc SW2 ® 1/2" PLY or 7/16" OSB 8d @ 2"oc (2)rows 10d @ 4"oc A35 @ 12"oc (2)rows 12d @ 4"oc 5/8"0 A.B. @ 24"oc SW3-2@ 1/2" PLY or 7/16" OSB EA SIDE 8d AT 3"oc EA SIDE N/A A35 @ 8"oc (2)rows 12d @ 3"oc 5/8"0 A.B. @ 18"oc SW2-2@ 1/2" PLY or 7/16" OSB EA SIDE 8d AT 2"oc EA SIDE N/A A35 @ Voc (3)rows 12d @ 3"oc 5/8"0 A.B. @ 12"oc 11) BLOCK PANEL EDGES WITH 2x4 LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d AT 12"oc. (2) 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". (3) 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(S) w/ SHEATHING. AT 2x6 SW3-2 AND SW2-2 WALLS, PROVIDE 4-1/2" x 3" x 0.229" PLATE WASHERS CENTERED ON PLATE. ® 3x STUDS OR DBL STUDS NAILED TOGETHER w/ 10d NAILING IS REQD AT ABUTTING PANEL EDGES OF SW3, SW2, SW3-2, AND SW2-2. REFER TO DETAIL A. WHERE 3x STUDS ARE USED, STAGGER NAILS AT ADJOINING PANEL EDGES. ABUTTING PANEL EDGES SHALL BE OFFSET EACH SIDE OF WALL AT SW3-2 AND SW2-2. © 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. (7) 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. ONEv L - J FIRST FLOOR r-RAMIN6- SCALE: 1/4" = V-0" 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 ® I6"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 R3I7.3.1 FASTENERS FOR PRE55URE PRESERVATIVE AND FIRE- RETARDENT-TREATED WOOD SHALL BE OF HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER - FIRE BLOCKING/IRG R&02.5 OR R302.11 IN STUD HALLS AND PARTITIONS VERTICALLY AT CEILING 8 FLOOR LEVELS 4 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 I" 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. AOOD EXPOSED TO WEATHER TO BE PRESSURE TREATED OR HAVE NATURAL RE51STANCE 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 VENT5 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 1/5' IRG SECTION R405 UNDER -FLOOR SPACE TOTAL CRAWL SPACE AREA (5c),. Ft): 1,400 5GREEDED VENT AREA (5cL. Ft. w/ AREA REDUCTION): 0.67 CRAWL SPACE AREA DIVIDED BY 150: 4i.33 REQUIRED FOUNDATION VENTS: (REQU I RED AREA DIVIDED BY FND. VENT AREA) TOTAL VENT5 REQUIRED (ROUNDED UP): ENGINEERED BY: Malsam-Tsang Engine&g Job No.: 0186.2022.03.01 2018 ILu.nternational Residential Code w � z Uj p w 20 >�2 = =LOU 0pavLCLI� _= Z O H J J� Z In U 5 z �LU nFOOw' ¢QOQOO 2 w m(5z'-' LL�w�m FLU w0W a,U>-O¢9 ~v0�ui QLZ o�r-") J�Vdz0 'zQ OMFmw ZV ww Um0Yr)_p g_CL V-w� wVmHFw Q Fr dZ Z 2-0'=w0 w u : 'z UO�Ow� �'--'�mF-w w V7 vl O K m Q H Q V) = W F ��oo�> ��zoQ�o� ZUQ00 >CO 0�QOF-W LU ,ZiQ ;2bz-Wzin-o�p��z wpUM wQ0m0 m��>==(n Wj 0 z Zvv-6�NO==0c QO_-LU_ z��~ ��zzE= z00=_'a-vi =00�_3:t F � w=) O H 0 Ln 5 0 O Q 2 z U Lo:n Q m¢wazzw ccFL0Qz HV a�m�� 0owLLNo-wo 00 cLnQ O w LnwmZcn Fmwcl�z-'z¢ ba. o-oZOz pFd�!LUW gazU��Qa000 wzw=FOz z0z�apaw= LU LUw nW 0,n Wp¢DH Ln 'n 0 ' U 0 U > _ w V w= U w w T w Z wOm�¢wC F00- F_0 2: ASSOCIATES McNAUGHTON RECEIVED Nov 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 STRUCTURAL CONTENTS ONLY I2022 © COPYRIGHT I McNAUGHTON ASSOCIATES, Inc. 3132-02A 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. 22-022 DATE: July 05, 2022 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: SHEET: 6 ONEv I SHEATHING EDGE NAILING EDGE OVER EA. STUD 10d OR 12d NAILING{ PER SCHEDULE )M Detail B PLAN VIEW AT ABUTTING PANEL EDGES OF SW3, SW4, SW5 & SW6 c N SHEARWALL SCHEDULE000@O@ MARK SHEATHING PANEL EDGE NAILING TOP PLATE CONNECTION BASE PLATE CONNECTION TRUSS RIM/BEAM® AT WOOD AT CONCRETE SW6 1/2" PLY or 7116" OSB 8d @ 6"oc 10d @ 6"oc A35 @ 30"oc 12d @ 6"oc 5/8"0 A.B. @ 48"oc SW4 1/2" PLY or 7/16" OSB 8d @ 4"oc 10d @ 4"oc A35 @ 18"oc 12d @ 4"oc 5/8"0 A.B. @ 42"oc SW3 ® 1/2" PLY or 7116" OSB 8d @ 3"oc (2)rows 10d @ 6"oc A35 @ 16"oc (2)rows 12d @6"oc 5/8"0 A.B. @ 36"oc SW2 ® 1/2" PLY or 7/16" OSB 8d @ 2"oc (2)rows 10d @ 4"oc A35 @ 12"oc (2)rows 12d @ 4"oc 5/8"0 A.B. @ 24"oc SW3-2@ 1/2" PLY or 7/16" OSB EA SIDE 8d AT 3"oc EA SIDE N/A A35 @ 8"oc (2)rows 12d @ 3"oc 5/8"0 A.B. @ 18"oc SW2-2@ 1/2" PLY or 7/16" OSB EA SIDE 8d AT 2"oc EA SIDE N/A A35 @ 6"oc (3)rows 12d @ 3"oc 5/8"0 A.B. @ 12"oc 11) BLOCK PANEL EDGES WITH 2x4 LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d AT 12"oc. (2) 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". (3 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(S) w/ SHEATHING. AT 2x6 SW3-2 AND SW2-2 WALLS, PROVIDE 4-1/2" x 3" x 0.229" PLATE WASHERS CENTERED ON PLATE. ® 3x STUDS OR DBL STUDS NAILED TOGETHER w/ 10d NAILING IS REQD AT ABUTTING PANEL EDGES OF SW3, SW2, SW3-2, AND SW2-2. REFER TO DETAIL A. WHERE 3x STUDS ARE USED, STAGGER NAILS AT ADJOINING PANEL EDGES. ABUTTING PANEL EDGES SHALL BE OFFSET EACH SIDE OF WALL AT SW3-2 AND SW2-2. © 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. (7) 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. Sm-R" FIRST FLOOR WALL PLAN GENERAL NOTES FIRST FLOOR NOTES - TYPICAL EXTERIOR HALL CONSTRUCTION: SIDING PER PLAN o/ BLDG. PAPER ('7# INTERWOVEN FELT) o/ "I/I6" 055 PLYWOOD SHEATHING o/ 2x6 HF#2 STUDS ® IV' O.G. A/ R-21 (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 &-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 51MP50N OR EQUAL. - M DENOTES DEL. STUD P05T LAM'D TOGETHER A/ 10642) EACH END THEN 12" O.G. STAGGERED. (CARRIES LOAD FROM ABOVE.) DARKER SHADED WALL5 INDICATE BEARING WALLS ELEVATION "B" PORCH DRAWINGS SHOWN ON THIS SHEET REFLECT ELEVATION TYPE "A" ONLY U.N.O. FOR ELEVATON "B" OPTION PLAN SEE SHEET 3.1 ENGINEERED BY: Malsam-Tsang Engine&g Job No.: 0186.2022.03.01 2018 International Residential Code w�Z Uj o o vwiFFp�wOF a¢ooiQoo 2 w m�z'-' L�L�Ln w�mJ -4 �oW>-"0>uia Q do�rz") gwZwp ZzZ00Fanw .wUC zUZwU, Op.Ogwa wzwmwh F- =wo w Z O�Ow� �'--'=co mF-w ��==wVp wvicnO�m HZ ¢ Qin=wF �W000> U'zo-off pzzN LU0Zca 0--< F-w iQ J_ZzatL�p��z1 mw>oUMw a m 0 U _== j inLO =0c ¢O w zzp=� ;�zzQ�0=oo�Vain 3� ��~�N vV¢w m�0Pocnj 002z7cn ¢w<Zzw 'wH "m2�0.".0-oaiO A< >cnVwmZn UZAEa Ob-0ozozoz p..gM0 ww0-00 ZLUI. Qpw=�zOZ�wwWa�nw iU Upaa�j w U> _ZTw V w= w w w wo�w0 F-m¢F00-0Z ASSOCIATES McNAUGHTON RECEIVED Nov 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 STRUCTURAL CONTENTS ONLY I2022 © COPYRIGHT I McNAUGHTON ASSOCIATES, Inc. 3132-02A Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) FIRST FLOOR WALL PLAN JOB NO. 22-022 DATE: July 05, 2022 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: SHEET: 7 I SHEATHING EDGE NAILING EDGE OVER EA. STUD 10d OR 12d NAILING PER SCHEDULE Y Detail B PLAN VIEW AT ABUTTING PANEL EDGES OF SW3, SW4, SW5 & SW6 SHEARWALL SCHEDULE000@O@ MARK SHEATHING PANEL EDGE NAILING TOP PLATE CONNECTION BASE PLATE CONNECTION TRUSS RIM/BEAM® AT WOOD AT CONCRETE SW6 1/2" PLY or 7116" OSB 8d @ 6"oc 10d @ 6"oc A35 @ 30"oc 12d @ 6"oc 5/8"0 A.B. @ 48"oc SW4 1/2" PLY or 7/16" OSB 8d @ 4"oc 10d @ 4"oc A35 @ 18"oc 12d @ 4"oc 5/8"0 A.B. @ 42"oc SW3 ® 1/2" PLY or 7116" OSB 8d @ 3"oc (2)rows 10d @ 6"oc A35 @ 16"oc (2)rows 12d @6"oc 5/8"0 A.B. @ 36"oc SW2 ® 1/2" PLY or 7/16" OSB 8d @ 2"oc (2)rows 10d @ 4"oc A35 @ 12"oc (2)rows 12d @ 4"oc 5/8"0 A.B. @ 24"oc SW3-2@ 1/2" PLY or 7/16" OSB EA SIDE 8d AT 3"oc EA SIDE N/A A35 @ 8"oc (2)rows 12d @ 3"oc 5/8"0 A.B. @ 18"oc SW2-2@ 1/2" PLY or 7/16" OSB EA SIDE 8d AT 2"oc EA SIDE N/A A35 @ Voc (3)rows 12d @ 3"oc 5/8"0 A.B. @ 12"oc 11) BLOCK PANEL EDGES WITH 2x4 LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d AT 12"oc. (2) 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". (3 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(S) w/ SHEATHING. AT 2x6 SW3-2 AND SW2-2 WALLS, PROVIDE 4-1/2" x 3" x 0.229" PLATE WASHERS CENTERED ON PLATE. ® 3x STUDS OR DBL STUDS NAILED TOGETHER w/ 10d NAILING IS REQD AT ABUTTING PANEL EDGES OF SW3, SW2, SW3-2, AND SW2-2. REFER TO DETAIL A. WHERE 3x STUDS ARE USED, STAGGER NAILS AT ADJOINING PANEL EDGES. ABUTTING PANEL EDGES SHALL BE OFFSET EACH SIDE OF WALL AT SW3-2 AND SW2-2. (S 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. Q) 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. START JOIST LAYOUT HERE 4 FULL SUPPORT S4.' BELOW POINT LOADS 4 FROM ABOVE D4 3/4" T&G SHEATHING GLUED & SCREWED w/ #8 x 2-1/2" SCREW @ 6" O.C. ON EDGE & 12" O.C.FA�� IN FIELD / /j/ / 118" FA WEB FLR. TRUSSES @ 19.2" O.C. (TYPICAL UNLESS NOTED OTHERWISE) to to H S4.1 .... : 11'- 1 .......... C 6x3'-0' ............................. ...................... ...::........ ....... . T T I JSS TO I RUSS DOTTED LINES I T INDICATE WALLS l ABOVE O GIR ER TRL E S w/ TC F CHOR DROF ED BE BEARING TRUSSES J co L J rFA (2)CS16IM p I'v Q 2x8 LANDING LEDGER w/ (2)16d 0- 16" O.C. I RPM 4 4.1 FRAME FIN. FLR. OF LANDING +5'-3 3/16" ABO\ FIRST FLOOR FIN. FLOOR DRAG TRUSS: TRUSS MANUF. TO DESIGN TRUSS BLOCK'G TO TRANSFER 100 PLF LATERALLY FROM TOP TO BOTTOM CHORD 'I: 4'-1 0 cwof .7 w I ' ........... .......... w F w Qa_ w:3a o o k:::::::::: m J W O 0 U_ 0 co J LL X00- N o00LL 10 MOVE THESE TWO TRUSSES OFF PATTERN FOR PLUMBING OPTIONAL DOOR PER PLAN V DRAG TRUSS: BELOW -DESIGN END TRUSS TRUSS MANUF. TO DESIGN TO SPAN OPENING A TRUSS TO TRANSFER 3,700 LBS LATERALLY FROM TOP TO BOTTOM CHORD DROPPED BEAM AT GARAGE TOP PLATE CS16x3'-0" BEAM TO RIBBON BOARD 7 S4.1 3-1/2x15 GLB BOT. FLUSH w/ TOP CHORD BEARING TRUSSES - - _ :III INSUL. TO R-38 o/ y I 12 UNHEATED SPACES All & SOFFIT PER PLAT CO IIIw SPECIFICATIONS II�a. � a o I0 ............... ,lo II :III :III ' \-(2�S16x3'-Pl' TRUSS TO TRL U) co n c� Q U) D H w G M HANGfPER TRUSIMANUFI r/ FOI2 M BAY CHA1LEAR CAL 5 �II .... II II II� 1i �i 2 6 D2 S4.1 18''. WEB FLR. TRUSSES @ 19.2" O.C. (TYPICAL UNLESS NOTED OTHERWISE) ALIGI I TRUSS o/ WA L L BLO. JBLD TxN WA 3 1/2x12 GLB RI 4 VU) U 3 U) S4.1 S4.1 I I I I 1' 0" 2'-0" 1'4" 1'4" 1'4' 2'-0" O.C. TYP. 0 U 4 0 U :-.-.-.-.-.-.-.-.-.-.-.-.-. _ S4.1 CS16x3'-0" BEAM TO RIBBON BOARD 11 SEGON17 FLOOR FRAMIN& SCALE: 1/4" = V-0" 11 SOLID LINES INDICATE WALLS BELOW DRAG TRUSS: TRUSS MANUF. TO DESIGN TRUSS BLOCK'G TO TRANSFER 300 PLF LATERALLY FROM TOP TO BOTTOM CHORD GENERAL NOTES -- 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" T86 APA RATED PLYWOOD 5UBFLOOR GLUED 8 NAILED OR GLUED 8 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 ROH5 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-1.3.1 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 8 FLOOR LEVELS 8 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 # 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 ® 48" 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. IRG R502A 2. WOOD EXPOSED TO HEATHER 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 a 16" O.G. w/ DBL. TOP PLATE. LAP SPLICES 24". 110R11 2x& 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. THRU SHEATHING ENTIRE LENGTH OF MEMBER ENGINEERED BY: Malsam-Tsang Engine&g Job No.: 0186.2022.03.01 2018 International Residential Code w � z O w 0 >�a = =w00a15a ==Z0E- J J�ZIn U 5z U') 0 LL '0¢QOO�QO0 2 w m�z"' LL�w�m�w.�. 'Mug >2"noW�wa Qm Z J� d Z w� 0 l n F lan w =0 w 0 m V E a Z U Z' U W 2 Ow� O Yp.O F J�Z w ZIwLUmF-F-w Q �w.,.. =w0 W u��Wz V��O�O�L � �_ =)caF- W �cc=z=WVO �7(nO Kmw UoLLU�o> Q �F-zQoInQ�= 0W F� 0mOwUQ>m 00zQ-W ,ZiJ_z-o�p��z wOUM wQ0m0 mcey�>_= j 0 Z Zo �� N � 0== p c Q O r. W ti ��zzQ= zz0=U. =OOH�� i 0; 'n �Nw F w�OF-OLn5 0o zU Lo:n¢ m¢wazzw ccFwo<z F-V a�m242� OowLLNowo oo��a 0 >cn2WmDcn ,>,Eu. a b,,.0ozozoz OF9�ww.2 gzU��QaOno wzw=F-Oz �Oz�apaW= w�a��cnW ZOinWQOF-ww(7 LZU T ZU LU wV = QwwwOw0am¢FrlF_MOZ ASSOCIATES McNAUGHTON RECEIVED Nov 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 STRUCTURAL CONTENTS ONLY 2022 © COPYRIGHT McNAUGHTON ASSOCIATES, Inc. 3132-02A 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. 22-022 DATE: July 05, 2022 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: SHEET: 0 V I SHEATHING EDGE NAILING EDGE OVER EA. STUD 10d OR 12d NAILING{ PER SCHEDULE V�Y Detail B PLAN VIEW AT ABUTTING PANEL EDGES OF SW3, SW4, SW5 & SW6 SHEARWALL SCHEDULE000@O@ MARK SHEATHING PANEL EDGE NAILING TOP PLATE CONNECTION BASE PLATE CONNECTION TRUSS RIM/BEAM® AT WOOD AT CONCRETE SW6 1/2" PLY or 7116" OSB 8d @ 6"oc 10d @ 6"oc A35 @ 30"oc 12d @ 6"oc 5/8"0 A.B. @ 48"oc SW4 1/2" PLY or 7/16" OSB 8d @ 4"oc 10d @ 4"oc A35 @ 18"oc 12d @ 4"oc 5/8"0 A.B. @ 42"oc SW3 ® 1/2" PLY or 7116" OSB 8d @ 3"oc (2)rows 10d @ 6"oc A35 @ 16"oc (2)rows 12d @6"oc 5/8"0 A.B. @ 36"oc SW2 ® 1/2" PLY or 7/16" OSB 8d @ 2"oc (2)rows 10d @ 4"oc A35 @ 12"oc (2)rows 12d @ 4"oc 5/8"0 A.B. @ 24"oc SW3-2@ 1/2" PLY or 7/16" OSB EA SIDE 8d AT 3"oc EA SIDE N/A A35 @ 8"oc (2)rows 12d @ 3"oc 5/8"0 A.B. @ 18"oc SW2-2@ 1/2" PLY or 7/16" OSB EA SIDE 8d AT 2"oc EA SIDE N/A A35 @ 6"oc (3)rows 12d @ 3"oc 5/8"0 A.B. @ 12"oc 11) BLOCK PANEL EDGES WITH 2x4 LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d AT 12"oc. (2) 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". (3) 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(S) w/ SHEATHING. AT 2x6 SW3-2 AND SW2-2 WALLS, PROVIDE 4-1/2" x 3" x 0.229" PLATE WASHERS CENTERED ON PLATE. ® 3x STUDS OR DBL STUDS NAILED TOGETHER w/ 10d NAILING IS REQD AT ABUTTING PANEL EDGES OF SW3, SW2, SW3-2, AND SW2-2. REFER TO DETAIL A. WHERE 3x STUDS ARE USED, STAGGER NAILS AT ADJOINING PANEL EDGES. ABUTTING PANEL EDGES SHALL BE OFFSET EACH SIDE OF WALL AT SW3-2 AND SW2-2. © 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. Q) 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. 0 in N 0 N 0 N zo v v 12 D1 END TRUSS TO SPAN OPENING NO HDR. REQ'0 3 Cr 4'-2;/2„ 'v 6'-102" T-1" (2)2x8 T-0" f[92111]Y 5'-9" 1'4' T-0" D TRUSS TI AN OPENIN HDR. REQ' 5'-92" 3'-42" 45'-8" 41'-8" 6'-5" T-0" )TRUSS LN OPEN HDR. RE END TRUSt fO SPAN OPEVIOG NO HDR. REQ'D 6'-6" 5'-0" END TRUSS TO SPAN OPENING NO HDR. REQ'D 4'-0" T-9 2" ------------- L` P-----9P-----T II I I III I I II I IIII I L----- JL ----- J CD w END TRUSS TO SPAN OPENING U) NO HDR. REQ'D v I UI C7 II k+ — — — — — — — T — — — — — — — — — — — — — T L1— — — — — — — — — — — — — — — — — — — — J T-0" 4'-72" 15-0" 45'-8" 3'-7%" I 6'-42" 13'-8" T-7%" x6 4'-0" SECOND FLOOR WALL PLAN TYPICAL EXTERIOR WALLS TO BE SW6 SHEARWALL UNLESS NOTED OTHERWISE END TRUSS TO SPAN OPENING NO HDR. REQ'D II II II co M 0 0 ih N 0 F_ V GENERAL NOTES SECOND FLOOR NOTES - TYPICAL EXTERIOR WALL CONSTRUCTION: SIDING PER PLAN o/ ELD6. PAPER (7# INTERWOVEN FELT) o/ 7/16" 055 PLYWOOD 5HEATHIN6 o/ 2x6 HF#2 STUDS @ 16" O.G. W R-21 (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 HEIGHT 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 WALLS INDICATE 5EARIN6 AALL5 ELEVATION "B" PORCH DRAWINGS SHOWN ON THI5 SHEET REFLECT ELEVATION TYPE "A" ONLY U.N.O. FOR ELEVATON "B" OPTION PLAN SEE SHEET 5.1 ENGINEERED BY: Malsam-Tsang Engine&g Job No.: 0186.2022.03.01 2018 International Residential Code wLUZ LU W,0 L O >v3a = = =JLOpJ v w Z0F- �ZInZ==U wF0=w<'vi02:a000 wZ~Lnw m M LL mwz ,��Uz Wb,<g>�"0>�Ouwia Q do�rz"�F)w Z Z) Zwz 0 Lon Foan w 9JV�azUZwU 9 wwWm 0-r).09_w JUF�wz0 wzU VMwP w a LU 0 Luu�..VO '-'LU L-z �pm�w U wLn n013�m FZan=ww "�oou> U' -�zo - off iz0a>m DOOaO'w p,,z JI_izzzato ins 1 z w O Om w a m 0 m 2 > = j pZzv7LOU �t �p=Z T0c ¢ O w �I-zzQ= zzp=��~wv =001.— i 0; in �'ucnw F w�p�Ocnj 00azzu):¢ mawazzw Cc -Ln z F V QzumY'4 -w 0..' �z �0 c�a O >U) 2 2w:cUi) �mwu. bFce�Ln 0aozFoazwoO z OF.g�0009�wU zwuzz0Qpawww�awnL i�-= �U 0QLU o WU �_�Z0zUw0LLVL�=�Qwo�mw0 � ASSOCIATES McNAUGHTON RECEIVED Nov 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 STRUCTURAL CONTENTS ONLY 2022 © COPYRIGHT McNAUGHTON ASSOCIATES, Inc. 3132-02A Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) SECOND FLOORI WALL PLAN JOB NO. 22-022 DATE: July 05, 2022 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: SHEET: GIRDER TRUSS PER PLAN 12 5%" 12 41, 12 13'-5" TRUSS V I AG1Z/W "A" TRUSS MANUFACTURER TO VERIFY DIAGRAM 15-9%" T1�USS � I �G1��1� IV' TRUSS MANUFACTURER TO VERIFY DIAGRAM 12 14 12 14 14'-9%" 1'-F INSTALL CONT. METAL FLASHING PAN AS SHOWN (SHADED AREA) & EXTEND UP WALL 6" MIN. 'v TRUSS TO TOP PLATE CONNECTION 4 w/ SIMPS. H1 CLIP (TYPICAL) S4., 1 D3 O O O 0 2 0 O O O N_ v 'WARM HIGH LOV 4 7 S4. S4.; 1 9 D.S. T ROOF D3 D3 BELO D.S. __ - ___1 - -_ I? ?I I ... I�Ir r E.J. w w .. A I I E.J. JIII ,III II F E.J. I ,III N v 9� I E.J. E.J. JIII RIDGE E.J. , ,,.,, ,... I III E.J. ; .. N J IIIR o c a o E.J. J W W W w III B o B co E.J. JL=JI FRA 'G GIRDER TRUSS E.J. ;III 412 w O BELOW III ui li - C= E.J. - I I I E.J. 11 I w w w w D.S. -- -� TRUSS TO GIRDER CONN. w/ METAL HANGER SIZE TO BE DETERMINED BY TRUSS MANUFACTURER TRUSS MANUF. TO DESIGN TRUSS TO TRANSFER 100 PLF LATERALLY FROM TOP TO BOTTOM CHORD ARS28 ROOF TIE OFFANCHOR- INSTALL & BLOCK - I I all, I I I r.� I - LJ I. I LJ -- I�� I I I Ii1 r1 E Fall► lJ LJ LJ 4 Y10 D3 S4. LOW AXA 22"x30" ATTIC 4 ACCESS W (7 D3 S4. HIGH 4:12 /r� o LOW D3 OOF 7 SIM. S4. LOW GABLE END R SS , r r r r 4 I I GAE E w/ 16 R KE I O O O O 1 8 o 0 0 o I I D3 D3 w � � II I 8 11 S4. S4. cl) w -1-0 O HIGH -O O LOW - -O O - - w 1 M M M D3 4 r0� I�FA l \mi1 LJ 4:1 3 GABLE ENDS: END TRUSS TO SPAN OPEN'G-NO WINDOW HEADER REQ'D (TYPICAL ALL GABLE ENDS U.N.O.) i A PARTIAL PARTIAL 0 PARTIAL PARTIAL A) PARTIAL PAR A M D3 S4. HTS30C TRUSS TO PLATE IIM o D CI O U LOU w II a -R II v O 115„x5„ II� II I RIDGEI ,III I II D II p CNI - `N TRUSS MANUF. TO DESIGN -TRUSS TO TRANSFER 100 PLF LATERALLY FROM TOP TO BOTTOM CHORD 4 8 D3 S4. DRAG TRUSS: TRUSS MANUF. TO DESIGN - TRUSS TO TRANSFER 3,500 LBS LATERALLY FROM TO TO BOTTOM CHORD DIRECT VENT TO REAR SIDE OF ROOF WHEREVER POSSIBLE DRAG TRUSS: TRUSS MANUF. TO DESIGN TRUSS TO TRANSFER 2,200 LBS LATERALLY FROM TO TO BOTTOM CHORD MMON \ SOLID SUPPORT BLO. ALL GIRDERS TYPICAL THRU-OUT MMON HTS30C TRUSS TO PLATE M D.S. TO ROOF BELO --- --- -� D.S. - r , r p --� GAB](E --- END tOus GAB w/ 12" ZAK N 6'-0" C:)R-A-VEI,IT ROOF- -WALL ENT y w T Y Z O -t - O - -O - 0 - O w E 11 M I I ROOF FRAMING PLAN "q" 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 5UBMITTE12 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 DRAWIN65. - TRUSS DESIGN DRAWINGS, PREPARED IN COMPLIANCE W SECTION R502.11.1, SHALL BE SUBMITTED TO THE 5UILDIN6 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&.(SIMPS. 5TG OR EQ.) - ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAMEWORK AND SUPPORTING WALLS 50 AS TO FORM AN INTEGRAL PART OF THE WHOLE ROOF. TRU55E5 SHALL HAVE JOINT5 WELL FITTED AND SHALL 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-5PAN OR Ira 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 15% - 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 COMPOSITION ROOFING PER PLAT 5PECIFICATION5 o/ 15# INTERWOVEN FELT (ASPHALTIC COMPOSITION) o/ 1/16" 0.5.5. 5HEATHIN6 o/ ROOF FRAMING PER PLAN W R-441I INSULATION W VAPOR BARRIER A/ R-88min. INSULATION A/ VAPOR BARRIER ® VAULTED 0LG'5 WHERE SINGLE JOIST/RAFTER FRAMING = ROOF VENT (.35 ScL. Ft. NET FREE AREA) = GUT -OUT TO ALLOW FOR FAN VENTING (1"x1" WHOLE HOUSE VENT - 5"x5" EXHAUST FAN) D.5. = DOWNSPOUT LOCATION PER 51TE CONDITIONS = ROOF TIE OFF ANCHOR D.S. = DRAG STRUT - NAIL 8d @ 4" O.C. THRU SHEATHING ENTIRE LENGTH OF MEMBER OVERHANGS (U.N.O.) I. 4:12 = IS" TYPICAL OVERHANG (U.N.0) 2. 6ABLE ENDS = 12" TYPICAL RAKE (U.N.0) KEYNOTES I. G.I. &UTTER PAINTED. 2. DOWNSPOUT 3. DIRECTION INDICATOR OF ROOF SLOPE (DOWNHILL) 4. ATTIC ACCESS: 22"x30" MIN. OPENIN6-IN51)L. $ WEATHERSTRIP DOOR A/ 12" HIGH INSUL. DAM 8 50" MIN. CLEAR HEADROOM. ROOF VENT REQRMN'T-MAIN ATTIC 2018 I.R.G. CHAPTER 8 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 300, PROVIDED AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA 15 PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED NO MORE THAN 3 FEET (914MM) FROM PEAK OF ROOF UNLESS WALL OR FRAMING WILL NOT PERMIT THE OPENING A/ IN 3 FEET OF THE PEAK "AND" AT LEAST 3 FEET ABOVE EAVE OR CORNICE VENT5 WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. AL50 ENSURE COMPLIANCE A/ IRG R806.3 AND R806.4 NET 50. IN. MIN. TOTAL REQUIRED (1/300); 832 50. IN. NET (1,132 50. FT. OF ATTIC SPACE) INSTALL 6 ROOF VENTS x 50.0 50. IN. EA.= 400 50. IN. NET INSTALL 5 ROOF VENT5 x 50.0 50. IN. EA.= 250 50. IN. NET INSTALL LOW W IN V-O" OF TOP PLATE AS SHOWN INSTALL 30 VENT BLGK5 x 1.0 50. IN. EA.= 210 50. IN. NET TOTAL NET FREE VENTILATION PROVIDED: 860 5Q. IN. ROOF VENT - PORCH ATTIC 2018 I.R.G. CHAPTER 8 SECTION R806.2 - VENTILATION NET 50. IN. MIN. TOTAL REQUIRED (1/150): 98 50. IN. NET (102 50. FT. OF ATTIC SPACE) INSTALL 6GOR-A-VENT ROOF-2-WALL ROOF= 45 50. IN. NET VENT x 1.5 NET FREE VENT PLF. INSTALL 9 VENT BLGK5 x 1.0 50. IN. EA.= 63 50. IN. NET TOTAL NET FREE VENTILATION PROVIDED: 105 50. IN. ROOF VENT - GARAGE ATTIC 2015 I.R.G. CHAPTER 8 SECTION R806.2 - VENTILATION NET 50. IN. MIN. TOTAL REQUIRED (1/150): 215 50. IN. NET (445 50. FT. OF ATTIC SPACE) INSTALL 2 ROOF VENTS x 50.0 50. IN. EA.= 100 50. IN. NET INSTALL IS VENT 51_01<5 x 1.0 50. IN. EA.= 126 50. IN. NET TOTAL NET FREE VENTILATION PROVIDED: 226 50. IN. ENGINEERED BY: Malsam-Tsang Engineer'g Job No.: 0186.2022.03.01 2018 International Residential Code �Z w o >"i= ¢=wOO±-QoO � _a Z 0pav Z In 5 Z W"=0O0 �Uo 2 E mU0 - L�L�Ln w�mJw4 � z� �o�oo6>¢U-"0woLL�wl a dDQw Z lanVa'¢UZUwmQwp.O 9wa zw Um Hew w = w 0 OLdz: z O -'�mILLl �z U wViLn0�m =LwLU �oU-�Qo�o> U'Uiz0�w Il EV¢>m D000¢OIw o(n�nin< Sbz-zat-o� n z z w O m w¢Im01 m y�>o =ci 0 Z Z V7 Vaj U K N � 0=== o c a0--LU ��zzQ= zz0=�I~v =001 i 0; � nw 3 LU P0U)5 00<MzC7wcnQ m¢w¢ZZw ccFwo¢z HV a�< L 0owLLNo Eo CO c_a 0 >cnUwmzcn =mwz-za ba-bozozoz 0Fd�ww gazU��Qa000 wzw=Foz z0z�a00w= LU UjJ nw 0,nwp¢DHww(� 0 U 0 0 U > _ wVE=8oeU LULU w��Z wOm¢w0 F00- 0-R0U ASSOCIATES McNAUGHTON RECEIVED Nov 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 STRUCTURAL CONTENTS ONLY 2022 © COPYRIGHT McNAUGHTON ASSOCIATES, Inc. 3132-02A Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) ROOF FRAMING TYPE W JOB NO. 22-022 DATE: July 05, 2022 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: SHEET: 1 OA GENERAL NOTES ROOF: ASPHALTIC COMPOSITION ROOFING o/ 15# INTERWOVEN FELT (OR EEO) (PER PLAT SPECIFICATIONS) w/ INSTALLATION AND UNDERLAYMENT PER MF6'5 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 12 ROOF 12 APPROVED TRUSS MANUFACTURER. 4� TRUSSES ® 2.1 o.G. �4 1 4 w/ R-411 min. INSULATION w/ VAPOR BARRIER R-411 IN5UL. ® ATTIC D3 S4.2 OR R-35 min. INSULATION AT VAULTED CEILING R-58 @ VAULTED GL6'S w/ SINGLE WHERE SINGLE JOIST/RAFTER FRAMING J0I5T/RAFTER FRAMING v-i!/e SECOND FLOOR fE 5'-1�8" SECOND FLOOR iE SECOND FLOOR WALLS. VBRIFY w/ SUPER. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SECOND FLOOR EXTERIOR WALL FRAMING TO 71_0" HEADER / 71-0" HEADER - - - - - - - - - - - - - / - - - 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/ 1/2" PLYWOOD SHEATHING ON OUTSIDE . I .G. OF WALL $ 15# FELT w/ S 1 D I N6 AS PER 0 ELEVATIONS - 1/2" G.W.B. ON INSIDE OF WALL. e 4 4 (U.N.O. PER PLAN.) 0o a oo a e D4 D4 S4.1 SECOND FLOOR FRAMING: SECOND FLOOR SUB -FLOOR _ _ _ _ _ _ - - 12 _ 12 _ _ _ _ _ e '' 4� �4 SECOND FLOOR SUS -FLOOR FINISH FLOORING o/ 3/4 T$G SHEATHING 4:12 _FAB ROOF 4:12 F N I (0.5.5. OR EQUAL.) -SUB FLOOR GLUED AND q'-lie"FIRST FLOOR If- TRUSSES ® 24" O.G. 1'-1!a"FIRST FL00� NAILED TO FLOOR JOISTS, 5PAGING AND _ _ _ 12 HEADE5,� 4� _ _ _ _ GIRDER i TRU55 - - - - - - HEADER - - - - - - - - - JOISTS AS PER PLAN. - INSULATE TOR 38 BETWEEN JOISTS WHEN OVER �i -6" GARAGES _ _ UNGOND I T I ONED AIR SPACE (U.N.O. PER PLAN) FIRST FLOOR WALLS: FIRST FLOOR EXTERIOR WALL FRAMING TO 00 BEAM PER PLAN o0 00 00 00 00 0o TL 0 BE 2x6 HF#2 STUDS @ 16" O.G. BEAM PER PLAN _ KITCHEN III w/ R-21 BATT. INSULATION w/ VAPOR BARRIER w/ 1/2" PLYWOOD SHEATHING ON OUTSIDE / o0 0 00 00 �� OF WALL $ 15# FELT w/ 51 D 1 N6 AS PER ELEVATIONS - 1/2" G.W.B. ON INSIDE OF WALL. 6 - � D4 III 2 GAR 6�R�6E U.N.O. PER PLAN. ( ) FLOOR SUB -FLOOR FIRST FLUB-_ III _IIr __ __ __ __ R-56 2XI2 FLOOR JOISTS PER PLAN FLOOR B-F FIRST OR 5ULOOR -- -- -- FIRST FLOOR FRAMING: FINISH FLOORING o/ 3/4 T G SHEATHING 4" GONG. SLAB_ FLOOR FIBER MESH __�1171 � w% o/ ;III; =I =I -' "-"'-"'- GRANULAR FILL I I G'I (O.S.B. OR EQUAL.) -SUB FLOOR GLUED AND I I M1 SPACE 12 ® BEAMS I NAILED TO FLOOR JOISTS, SPAC 1 N6 AND GARAGE TOP OF SLAB FRONT I b MIL. VAPOR BARRIER Ail II1 JOISTS AS PER PLAN. _ II --I ♦ / -I 1=I -I 1=I -I = = = 1 1 -T I . I I �fi=l %"' I NSULATE TO R-55 BETWEEN JO 1575 WHEN OVER 4 TIGHT LINE 1 1I' 1 I 1 I" 1 1-1 1 1 1 1 1 I 1-1 1-1 1 1 1 I'1 1 1 I"-' I- I-III-1 IIII-I 1=1 1-1 =1 Po I - UNCONDITIONED AIR SPACE (U.N.O. PER PLAN) I II 4" PERF. FTC. DRAIN - _ -111j=1 ,I �I I III. II - GARAGE FLOOR SLAB: 1 END. TO BEAR ON 1I 1I I Ill 12 1 UNDISTURBED 501L w/ 1500 S3.1 D1 4" CONCRETE SLAB WITH FIBER MESH P5F CAPACITY MIN. "OR" o/ 4" COMPACTED GRANULAR FILL PER SOILS REPORT 3 3 3 0/ a5% COMPACTED OR UNDISTURBED EARTH S3.1 w/ EXPANSION CONTROL JOINTS @ 10' EA WAY Ill 7 CRAWL SPACE & FOUND: S3.1 IS" MIN. CLEARANCE, 12" MIN. CLEARANCE BEAMS. PROVIDE 6 mil. BLACK VAPOR BARRIER 4 EXTEND UP FOUNDATION WALL "A' TO MUD SILL w/ 12" MIN. LAP O SEAMS. - SCALE: 1/4" - 1 �-0" BUILDING SECTION FOUNDATION: FOUNDATION TO BEAR ON UNDISTURBED SO 1 L w/ 1500 P5F MINIMUM CAPACITY "OR" PER SOILS REPORT. R406.1 CONCRETE AND MASONRY DAMPPROOF'6: 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 N65 TO BE 5/5" GYP. WALL BOARD 4:12 4:12 WHERE FRAMING MEMBERS ARE SPACED AT 12 PRE-FAB ROOF 12 4F 14 24" O.G. "OR" 1/2" G.W.B. WHERE MEMBERS ARE 5PACED AT 16" O.G. TRUSSES ® 24" O.G. 1 4 GARAGE GE I L I N6: (1) LAYERS OF 5/8" TYPE R-49 IN5UL. ® ATTIC D3 S4. X G.W.B. BETWEEN GARAGE 4 HABITABLE R-56 ® VAULTED CLG'S w/ SINGLE JOI5T/RAFTER FRAMING ROOMS ABOVE. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE SUPPORTING 8'-lie" SECOND FLOOR _ 8'-lie" SECOND FLOOR i� - - - - - - STRUCTURE SHALL ALSO BE PROTECTED \ 7'-0" HEADER 7'-0" HEADER ` WINDOWS: VINYL WINDOWS AS PER FLOOR PLANS AND PLAT SPECIFICATIONS w/ .25 MAX. "U"-VALUE Bel . #5 L BEDSM. #4 GENERAL: 1 • AT ALL GABLE END GOND I TI ON5: ALL N � 2 6 ` 5 11 4 PLYWOOD SHEAR PANELS MUST EXTEND 4:12 D2 S4.1 D4 S4.1 D4 CONTINUOUS FROM THE DIAPHRAGM U.N.O. THIS 4� REQU 1 REMENT MAY BE ELIMINATED 1 F THE SECOND FLOOR SUB -FLOOR - - - - - - - SECOND FLOOR SUB - FLOOR - - - TRU55 MFR. PROVIDES AN ADEQUATE SHEAR FPRE-fAB ROOff OPEN B FL OR TRUSSES PER PLAN I OR DRAG TRUSS IN THOSE LOCATIONS. THE q=lie"FIRST FLOOR i� TRUs 24" o.G_. a'-14e" FIRST FLOOR�1 ARCHITECT/DESIGNER AND STRUCTURAL _ _ _ _ _12_ _ _ _ 4 4 _ _ _5_® _ _ C71RDM - _ _ - - - - F-NC71 NF-ER SHALL BE NOTIFIED OF SUCH A 8'-o" HEADER TRUSS I I 51-011 HEADER DECISION AND BE PROVIDED WITH 7'-6GARAGE " _ _ _ - � - - - - - - - - - APPROPRIATE CALCULATIONS PRIOR TO THE \ BEAM PER PLAN 2. WHEN A SHEAR WALL 15 I ND I GATED ON THE R-55 BATT INSULATION A DRAAIN65 FOR A PORTION OF A WALL, THE 10 TYP. ® FLOOR LOCATIONS REMAINING PORTION IN THE SAME PLANE OVER UNHEATED AREAS SHALL BE SIMILARLY SHEATHED TO PROVIDE S4.1 A UNIFORM SURFACE. VFOR NCR N 3 • INSTALLATION OF ALL ROOFING AND WALL FLASHING TO BE PER INDUSTRY STANDARD AND THE 2015 I.R.G. SECTIONS R703.4, R6103.2, Rci05 AND R105.2.8.5 2-GAR 6ARA6E D4 \ \ / / FIRST FLOOR 5UB-FLOOR- _ _ _ _ _ _ _ _ _ _ _ � _ _ / _ _ _ _ FIRST FLOOR SUS -FLOOR R-3e 4" GONG. SLAB FLOOR -- - - - LLo/ J. SIZE I __ I I II 11w1 11, II I l II II II I=I I=I I 1-1.IIII-I 1I I - III r GRANULAR FILL 1I z - CRAWL SPACE I i- - -II 1 1511 MIN. CLEARANCE =1 I- rI 1 i4a TIGHT LINE 1 6 MIL APO _ 5ARRIER1I=I1 �Ii111G1111i r1 Ii1 1 1 I I llmffimfImmmffimil—I = =I f I- l II I l i 4" PERF. FT6. DRAIN 111 - I I II i II i 11 i II i I� - =lll-11i1111 i,l FND. TO BEAR ON 1 UNDISTURBED 501L w/ 1500 2 "OR" D1 P5F CAPACITY MIN. PER SOILS REPORT D1 3 7 3 S3.1 S3.1 D1 7 S3.1 SCALE: 1/4"=V-0" BUILDING SECTION "B" ENGINEERED BY: Malsam-Tsang Engineer'g Job No.: 0186.2022.03.01 2018 International Residential Code w w (U Z L" >O - Ro _Z C Z to Up Z Lu �Qoomo�Qow mpZp w V) LU co wg OUQZUF >�v~i2>�wa �pwzw�a pzw�p��jvaiw pw p�m Vo UO �mq U2a< wUw=X Q�Z=wwFZ�w =cmwFw �.��OQOHO w LuW�OOW =F¢_F Ln oWa czz000�o wUQ jm= OF�FO�� Fw Q O J M Q iJi (J Z W 2 O m FQ wZ Lu m0= 0ZZLnwu wzO�U��0 zoo��J �0w�;�o4� w- 20,6 <z Lu � m Zv7 E2,: L d. CC JZO =�mju,)< o�w )L" z o�a,w�� -z Q� poo ww�Lu �a°w Z.7iL �Lu � pawUwp > 2 wULzu n�V w=wT w0�FZ wom�awo F-oaaF- -R0 ASSOCIATES MCNAUGHTON S 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 RECEIVED Nov 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I2022 © COPYRIGHT I McNAUGHTON ASSOCIATES, Inc. 3132-02A Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) SECTIONS JOB NO. 22-022 DATE: July 05, 2022 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: SHEET: WATER -RESISTIVE BARRIER / FRAMING 4 FOUNDATION DIM. 5/4" T 4 6 / FLOOR CONNECTIONS I$ REINFORCING 7/16" OSB SHEATHING OR I —�` FRAMING BLUED, NAILED CONNECTIONS RE NFORGING FRAMING FOUNDATION DIM. PER SHEARWALL SCHEDULE / FRAMING FOUNDATION DIM. $ INSUL. PER W.S.E.G. PER STRUCTURAL DETAILS 2x6 STUDS @ 16" O.G. PER STRUCTURAL DETAILS CONNECTIONS � REINFORCING R-21 INSULATION PER W.S.E.G. 2x6 STUDS @ 16" O.G. PER STRUCTURAL DETAILS FINISH PER ELEVATION / (R-55 U.N.O.) ADHERED MASONRY VENEER R-21 INSULATION PER W.S.E.G. 12D @ 6" O.G. SOLE PLATE 15# BLDG. PAPER OR INSTALLED PER MANUF. SPEC'S 3/4'' T l$ 6 / NAILING EXCEPT AS NOTED WATER-RE51 STI VE BARRIER / SHEATHING PER PLAN 4 I RG R-103.12 FLOOR FRAMING ON SHEARWALL SCHEDULE 4" GONG. SLAB 7/16" OSB SHEATHING (2)LAYER5 WATER RESISTIVE GLUED, NAILED 4 P.T. MUD SILL 2x STUDS @ 16" O.G. 1/2" TYPE "X" G.W.B. o/ P.W. 66 P.T. MUD SILL PER BARRIER -LAP o/ WEEP SCREEN INSUL. PER W.5.E.G. 4" MIN. GRANULAR P.T. MUD SILL PER STRUCTURAL Q MORTAR BED $ METAL LATH SEE S SHEETS FOR z SHEATH'6 AS REQ'D PER STRUGT. (S.S.D.) (R-55 U.N.O.) STRUCTURAL DETAILS FILL w z a SHEARWALL SCHEDULE / TIGHT FIT II 6 MIL. BLACK V.B. o w 2x6 STUDS @ 16" O.G. 41I GONG. SLAB u Z z 4" GONG. SLAB 4 MIN. GRANULAR FILL 3%2" MIN. ATTACHMENT FLANGE SOLID BLOGK'G aI FINISH GRADE - SLOPE AWAY FROM FND. 6 MIL. BLACK V.B. p IP FINISH GRADE _ z 4 MIN. GRANULAR FILL P.T. MUD SILL @ WEEP SCREEN SEE "5" SHEETS FOR Ib a II II II II - -I - --1-I -III II ul SLOPE AWAY FROM FND. 6 MIL. BLACK V.B. III 4" MIN. ADHERED LB HANGER - II STRUCTURAL DETAILS a ° a I VENEER TO GRADE z 12 r 4 DIA. D II 4 � 01 II II II I OWNSPOUT III III III III _III, III ,III _III, III„ - - ° � � -, � � � � �� F � FINISHED GRADE T 16HTL I NE TO X If I I ° (2) LAYERS BLDG. PAPER "OR" II =1I I= � I1 III X a 16� II SLOPE AWAY FROM HOUSE �' I III I I APPRV D D I SCHAR6E _ _ i I I 4" D I A. DOWNSPOUT � � u II I (I) LAYER VIGOR SNUG FIT _ o Z _ 411 - - = 11 III Il TI6HTL I NE TO APPROVED o _ lip 6 MIL. BLACK Y.B. WEEP SCREEN w/ MIN. o/ LAP I 4" D I A. DOWNSPOUT T GHTL I NE BTWN. JOIST $ CONCRETE co STEM WALL AND FTC. o III M EXTEND TO MUD SILL BELOW TOP OF FOUNDATION II - TO APPROVED DISCHARGE z IF DAMP PROOF G WHERE - AS PER PLAN 1 II, I III IDJSGHAR&E STEM WALL AND FT6. III III o---e11DAMP PROOF 6 WHERE REQUIRED STRUGT. DETAILS II o STEM WALL AND FT6. STEM WALL AND FT6. �° oAS PER PLAN - z - - II ° If a REQU I RED STRUGT. DETAILS - a J - _ -III=Z - col II AS PER PLAN 4 AS PER PLAN III III Q -III-I STRUGT. DETAI S STRUGT. DETAILS6 MIL. "BLACK" V.B.•III - a L EXTEND TO MUD SILL -- I 4„ III I D A. PERF. PIPE/PEA GRAVEL FT6. TO REST ON UND IST. - FT6. TO REST ON UND I ST. -FT6. TO REST ON UNDI:T4 IIII I I III, II 4 DIA. PERF. PIPE/PEA GRAVEL FILL/WRAP w/ FILTER MEMBRANE I I I � � I I I I i IIISOIL w/ 1500SO1L w/ 1500 PSF BEALAN FILL/WRAP w/ FILTER MEMBRANE PER PLAN PER IRG 405.1 4 UPC 1101.5 REQMTS SO1L w/ 1500 PSF BEAR6 MIN.PER PLAN BEARING MIN. (UNO) "OR" FILL/WRAP w/ FILTER MEMBRANE "OR" PER SOILS REPOPER I RG 405.1 4 UPG 1101.5 REQM'T5 "OR" PER SOILS REPORT PER STRUCTURAL DETAILS PER SOILS REPORT PER RG 405.1 l$ UFO 1101.5 REQM'TS SCALE: 3/4" = I'-0" 6" FOUND. w/ CRAWLSPACE 1 SCALE: 3/4" = 1'-0" FOUND. a@ GARAGE 2 SCALE: 3/4" = I'-0" GARAGE TO HOUSE 3 SCALE: 3/4" = 1'-0" ADHERED MASONRY VENEER 4 NzZlf CONNECTIONS $ REINFORCING W.5.E.C. R402.2.1 FLOOR EXEPTION POST PER PLAN PER STRUCTURAL DETAILS SAME APPLICATION APPLIES WHERE JOISTS HUNG FROM MUD SILL @ FND. VENT LOCATIONS FINISH PER ELEVATION / WATER -RESISTIVE BARRIER / 15# BLDG. PAPER OR FRAMING FOUNDATION DIM. POST PER WALL 7/16" OSB SHEATHING OR WATER -RESISTIVE BARRIER / #4 R/F BAR @ 36" O.G. R-21 INSULATION PER W.S.E.G. PLAN (S.S.D.) I 4" - FIELD % PER SHEARWALL SCHEDULE / 7 / 16" 055 SHEATHING VERIFY 3/4" T l$ 6 / 2x6 STUDS @ 16" O.G. 2x6 STUDS @ 16" O.G. #4 R/F BAR GONTIN. POST BASE PER TOP OF THRESHOLD MAX. FOUND. PLAN FLOOR FRAMING 12D ®6 O.G. SOLE PLATE 4" GONG. PORCH SLAB ®PERIMETER OF GLUED, NAILED 4 "C�R-21 INSULATION PER W.S.E.O. I%2" ABOVE FIN. FLR. INSUL. PER W.S.E.C. NAILING EXCEPT AS NOTED LB SERIES HANGER SLOPE /4" PER L I N. FT. PORCH SLAB FIRST FLR. FIN. FLR. (R-38 U.N.O.) ` % ON SHEARWALL SCHEDULE 12" METAL FLASHING MAX. BLOCK AS REQ'D Spy FOUNDATION PENT CLOSURE 3/4" O.S.B. T 6 / 2x CEDAR 10° 1° �Jz 1.o FLOOR FRAMINGJAV GONG. WALK z PERMANENT GLUED, NAILED II WIND BAFFLE p 11 Ll 4 D I A. DOWNSPOUT TI &HTL I NE = z INSUL. PER W.5.E.O. _ _ _ a FIN. GRADE -SLOPE AWAY I u M III -I I TO APPROVED DISCHARGE `� (R-55 U.N.O.) c x < 4" GONG. SLAB IIIII 11 11 ° I I I I-111 ILI -1-I l i III P.T. MUD SILL 11 II III II II �- SEE 5 SHEETS FOR Ih 4 MIN. GRANULAR 1 ° a 11 ° I - STUB OUT #4 R/F BARS z STRUCTURAL DETAILS ° p TIGHT FIT BLOGK'6 p °II FILL -III 11 a II I. IS" O.G.-FRONT OF PORCH II _ I- q °Gii FINISH GRADE III -II -III-II - STEM WALL AND FT6. II Z (2) LAYERS BLDG. PAPER OR 4 GRANDULAR FILL 6 MIL. BLACK Y.B.-III - - II ll �I 11 III I� ,III„ I III �I I- I I -I I ll� ' I - AS PER PLAN 11 r _ (1) LAYER VIGOR SNUG FIT R/F BARS PER I III a a � -III- � �11� I I I� 4" GONG. SLAB PORCH III 11' STRUCTURAL � I I I I I I I I I I I I ' ' '- II _ -, _ DAMP PROOF'6 WHERE � P.T. MUD SILL PER STRUCTURAL o/ 4" GRANDULAR FILL -1 I I I I I STRUGT. DETAILS BTWN. JO 1ST l$ CONCRETE li REQUIRED 111 4" DIA. PERF. PIPE/PEA GRAVEL 6 MIL. "BLACK" V.B. 11' a FT6. TO REST ON UND 1ST. FILL/WRAP w/ FILTER MEMBRANE EXTEND TO MUD SILL I L = = i_ STEM WALL AND FT6. #4 BARS @ 15" O.G. 6" SOIL w/ 1500 PSF 8" �" PER I RG 405.1 $ UPC, 1101.5 REAM T5 BEARING MIN. "OR" - AS PER PLAN FTC. TO REST ON UND15T. - - " -1I 4" DIA. PERF. PIPE/PEA GRAVEL STRUGT. DETAILS PER SO I L5 REPORT I —o SO 1 L w/ 1500 PSF FILL/WRAP w/ FILTER MEMBRANE BEARING MIN. (UNO) PER IRO 405.1 SCALE: 3/4'' = I'-o" COFFIN PORCH FOUND. 8" 5 SCALE: 3/4" = 1'-0" FOUNDATION VENT BAFFLE (SIM.) 6 SCALE: 3/4" = 1'-o" CONC. PORCH TO HOUSE 7 SCALE: 3/4" = 1'-o" PORCH SLAB EDGE 8 (1)#4 R/F BAR @ EACH STAIR TREAD NOSING GONG. PORCH PER PORCH TO HOUSE DETAIL 1" NOTE: (5) RISERS MAXIMUM. IF MORE THAN (5) RISERS THEN A STAIR RAILING 15 REQUIRED. SEE STAIR NOTES ON FLOOR PLAN FOR RAILING FURTHER RAILING REQUIREMENTS. 4 a a • d 4" GONG. WALK 'k? 11I- I - , #4 R/F BAR @ 24„ O.G. II a (I)#4 CONT. R/F BAR @ BOT. SCALE: 3/4" = 1'-o" EXTERIOR CONC. STEPS 1 9 EXTERIOR WALL 2x6 STUDS 2x6 2x4 INTERIOR PARTITION T`rF I GAL NALL I NTERSEGT 1 ON OPENING FOR SILL PLATES 14"x7" FND VENT �r x II 45[01 #4 BAR AROUND OPENING $ CORNERS �O mz SCALE: 3/4" = 1'-0" FOUNDATION VENT DETAIL 110 NO NAILS THIS AREA S I MPSON RPS I S DBL. TOP PLATES STRAP TYP. (12-16d) F-TYPICAL 2x WALL FRAM'& @ 16" O.G. o °I o o 01I PIPE PER PLAN FRAMING MAX. NOTCH MAX. DRILLED HOLE 2x4 BEARING $ EXT. I%2" x 5%2" 1%2" @ CL 2x4 NONBEARIN6 2%2" x 5%2" 2%2" @ C)✓ 2x6 BEARING $ EXT. 3%2" x 5%2" 3%2" @ CL 2x6 NONBEARIN6 4" x 5%2" 4" @ SIDING 2x2 G ELEW SPEC'! DETAI (3)2x6 ADDITIONAL STUDS PER PLAN G.W.B. T`I'i= I GAL INSIDE CORNER SCALE: N.S.T. INTERIOR WALL CONN. 111 106 @ 12" O.G. SHEARWALL CONNECTIONS PER STRUCTURAL DETAILS 2x CONTINUOUS &WB BAGKIN& WIDTH AS REQUIRED JOIST TO PARALLEL WALL CONNECTION FLOOR TRUSSES PER PLAN 10d @ 12" O.G. TOE NAILED INTERIOR WALL PER PLAN CORNER BOARDS PER ELEVATIONS $ DETAILS (3)2x6 SIDING $ SHEA7HIN6 7"rF I GAL EXTERIOR CORNER SCALE: N.T.S. EXTERIOR WALL CONN. 121 FLOOR TRUSSES PER PLAN 2-IOd TOE NAILED EA. END 2x4 FLAT @ 24" O.G. INTERIOR WALL PER PLAN LADDER 5LOC,< JOIST TO PARALLEL NALL ENGINEERED BY: Malsam-Tsang Engine&g Job No.: 0186.2022.03.01 2018 International Residential Code W w � Z n >o LL o0 >� _ =wooa�w ==ZOF J JN 3z:4 U�Z w�,H�w0 �aF>>=V�O woo=�Z ¢ wm�Z•-' >U, w-mew.. w 0UQZ6 >�1,-2W>�uia LZJ�zO1-J (n W U=w<V8 6�u8w-=X wu��wz Vk OjO�� =cmwFw �.��QVHO F'--'moo] w ��T 2!w V = Ww"�oW =�~a"FwF- Z�w U, LnZ v=¢_�Owa_ .zzp2Opp wOQ>m LuOONQYF-W OM—.<, �Z wKd'po� w � ¢oZ_w - aZ��°� mawaZow ��oaz��v v,ZQ��v,� aim o UW� v FMw�'--'�Q �,-0o.,o�,Vz 0zw=foz �ozQ�o�oo nw �� Vo�o>a-w LUUw To_ �Zw= LUw0FaQFaDOM � ASSOCIATES McNAUGHTON 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 RECEIVED Nov 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I2022 QC COPYRIGHT I McNAUGHTON ASSOCIATES, Inc. 3132-02A Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) DETAILS JOB NO. 22-022 DATE: July 05, 2022 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: SHEET: D1 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 PLYWOOD 5UBFLOOR NOTE: STRINGERS SHALL BE AT 16" O.G. MAX. I/2" GYP. BOARD HANGER @ EACH STRINGER I I/8" PLYWOOD TREADS 1 115" PLYWOOD TREADS FLOOR TRUSS OR GIRDER 10"MIN. RESIDENTIAL COMP. ROOF'G (SEE 2x12 STRINGERS w/ PER PLAN. MANUF. TO ELEV'S 4 ROOF PLAN) (3)16d @ 16" O.G. TO BLOCK W BBINS TO TYPE 15# FELT oSB "OR" EACH WALL STUD ACCEPT STRINOER HANGERS 2" APA RATED SHEATHING PER SHEAR 6" MAX. SPHERE 1" NOSING WALL SCHEDULE / PRE-FAB ROOF CEILING LINE MAY NOT PASS TRUSSES PER STRUCTURAL PROVIDE STAIRWAY ILLUMINATION THRU TRIANGULAR OPENING 'a OPEN INSUL. PER W.S.E.C.: PER IRC R3031 SIDE OF RAIL SOLID 2x FIRESTOPPINS BLOWN IN R-49 TYPICAL R-38 'a VAULTED SPACES w/ SINGLE NOTE: STAIRWAY SHALL BE o ASSEMBLY OF 2x4 BLOGKINS JOIST/RAFTER FRAM'G / Y" SAG 0 POSITIVELY ANCHORED TO THE o NEWELL POST EXTEND GYP. BOARD BTWN. STRINGERS RESISTANT G.W.B. "OR" V GWB WHERE PRIMARY STRUCTURE WITHOUT w (IF OPT. RAIL IS 2x STUD WALL PER TO Ix BACKING FRAMING 6 24'' O.C."OR" Y" GWB WHERE USING TOE NAILS OR NAILS z SELECTED) PLAN G.W.B. BLOCKING FRAMING e 16" O.G. SUBJECT TO WITHDRAWAL 4x4 POST %4" I/2" GYP. BOARD 1/2" RISER SHEATHING INSULATION BAFFLE (CARDBOARD) -ALLOW SPACINGS BETWEEN 2x FRAMING STAIRS AND WALL FOR DRYWALL @ENCLOSED USEABLE SPACE UNDER STAIRS INSTALL 2x FIRE STOP EXTEND 12" ABV. INSUL. w/ 1" MIN. AIR SPACE APPLICATION WALL BELOW @ 1/5 SPANS OF STRINGER HAND RAIL TO BE ATTACHED OPT. OPEN RAIL 3-2x12 STRINGERS MIN. CCX P.W. SHEATHING TYP. 12 WITH METAL BRACKETS 6 24'' I/2" GYPSUM BOARD AT OVERHANGS - nnnCX O.C. 2x BLOCKING FOR SPACE UNDER STAIRS USEABLE6 PER PLAN RAILING SUPPORT a 36" IN HEIGHT o ��' = _ �� SCALE: I - 1 -o STRINGER AT WALL 3 _ SCALE: 1 1/2 - I -O STRINGER AT HEADER 4 GU TERSE ASCIA PER � ALL HEADERS NOT �ti N m 1 ELEVATIONS FULL WALL DEPTH TO M \ COOTCH 4x5 I 1/5" PLYWOOD TREADS HOLD BLD. WS.E C INSULATED PER �9 INTO STRINGER M PAPER @ Cl) IF WALL 15 OPT. PLYWOOD REMOVED FRONT SIDE 2" FROM U) 0 SIDING PER ELEVATIONS o/ 15# KD o SKIRT TRIM. ER R GONT. SEALANT, TYP. BUILDING PAPER (OR TYVEK) SHEATHING PER SHEAR WALL BULLNOSE STAIR 2x STRINGER B�U HANE ADHESION 5B5 MODIF. w I ; SCHEDULE / 2x(o STUDS 6 1(o" TREADS 1" THK. 11 10° I/2" RISER SHEATHING SELF-ADHESIVE z O.C. PER STRUCTURAL / R-21 1/2" DP. MIN. 2x4 s STEEL (A34 OR EQUAL) 10" MIN. 22 GA. GALV. BITUTHENE SPANN'G ELEC. RESIST. INSUL 6 EXT. GL I P EA. STRINGER (PRIMED) FROM PAPER TO WALLS / Y" G W B RISER - lx8 = X FIRE BLOCK FLASH'G PIPE (BEHIND FLANGE) a (DETAIL 15/D3) UTIL 4 BTR � MIDSPAN OF 2 LAYERS 60 �' I/2 POLYURETHANE 0 M/S .54.5 2x4 STAIRS x Q " MIN. GRADE "DSEALANT AND CLOSED RE INFORGEMENT 1" NOSING BLDG PAPER CELL BACKER ROD, TYP. o' NAILED TO Q FLOOR FINISH PER PLAN / STRINGER = 3/4" T 4 G FLOOR SHEATHING 555 MODIFIED 5.5 PIPE ESCUTHEON w PER STRUCTURAL / 18" 1/2'' SHEETROCK WHEN STAIRS NOTCHED STRINGER @ SELF-ADHESIVE TYP. FOR PIPE J PRE-FAB OPEN WEB FLOOR ACCESSIBLE THRU HOUSE 2x12 STRINGERS 2x6 SILL PLATE w/ 16d BITUTHANE PENETRATIONS TRUSSES PER PLAN / \� 2x4 THRUST BLOCK SOLID NAILS @ 12" O.G. SPANNING FROM BLDG PAPER PIPE SCUPPER y" SAG. RESISTANT G.W.B. "OR" Na" WHERE FRAMING a 14" TREAD NOSING ANCHOR STAGGERED TO MTL. FLANGE GWB O C "OR" Yz" GWB WHERE TO BE 3/4" FRAMING 16 O.C. MIN. AND V4" MAX 2x BLOCKING OR AS PER IRC R3111.5.3 JOIST ALIGNED @ DOUBLE JOIST EACH STRINGER OR BLOCKING NOTE: COLLAR FLASH'6-ALL FLA5HIN6 OF PAPER 51M. 4" ROOF DRAIN / RIGID JOINTS FULLY SOLDERED TO TYP. WALL OPENING NON -PERFORATED / DISCHARGED INTO THE STORM DRAIN SYSTEM / TO STORM RETENTION SYSTEM AS DESIGNED BY DR STRONG CIVL SCALE: 3/4'' = I'-o" EXTERIOR CONC. STEPS 1 SCALE: 1 1/2" = 1'-0" STRINGER AT FLOOR rj SCALE: 1%2"=1'-0" WALL PENETRATION -PIPE 6 ENGINEERS (SEE CIVIL DRAWING'S) 2x STUDS @ IIl O.G. TIE WALLS OVER CORNERS R302.12.1 MATERIALS: DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN Yz" 1/2" GYP. WALL BD. w/ DBL . TOP PLATE. KD KD GYPSOM BOARD, 3/a" WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS SIDING PER ELEVATIONS o/ 15# ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO 1 1/2" MIN. U) BUILDING PAPER ("OR" TYVEK) THE FLOOR FRAMING MEMEBER UNLESS OTHERWISE APPROVED BY THE BUILDING 2" MAX HARDWOOD HANDRAIL- o SHEATHING PER SHEAR WALL OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED. I-I/4" MIN. - 2" MAX. WIDTH 4x4 P05T AT CORNE5 AND a SCHEDULE / 2x(o STUDS 6 1�o" I I/4„ MIN. II @ 8 -o O.G. O.C. PER STRUCTURAL / R-21 w ELEC. RESIST. INSUL 6 EXT. Cq Q WALLS / Yz" G.W.B. SUB -FLOOR PER PLAN (DETAIL 15/D3) z NOTCH P05T o/ TOP OF RIBBON BOARD w SL ks) UNDERLAYMENT ATTACH TO RIBBON BOARD w/ (4)1/4"(P x3" z0 STEEL SUBRA I L STEEL SPACER TO MATCH OM\N PLY FLOOR LAG OR 5D5 5GREW5 COUNTERSUNK INTO FLOOR 7RU55 PER PLAN m DECORATIVE STEEL GYP. WALL BOARD DEPTGH SHEATHING POST FOR FULL PENETRATION w HANDRAIL BRACKET 2x12 GONT. BLOCKING AT INTO RIBBON BOARD. o a FLOOR FINISH PER PLAN / Q AT 45" O.G. $ AT 6" SUPPORT 3/4" T G FLOOR SHEATHING GWB @GL6. PER PLAN x O.G. AT HANDRAIL oo PER STRUCTURAL /FLOOR NOTE: ENDS - FASTEN w/ 1/2" NOTE: HANDRAILS FOR STAIRWAYS I Q JOISTS PER PLAN di m D I A. EXPANSION BOLT SHALL BE CONTINUOUS THE FULL ALL HALFWALLS/OPEN RAILS TO R-38 INSUL. CRAWL SPACE / TRUSS EDGE VIEW Ll TO BLOCKING OF THE FLIGHT, FROM A POINT COMPLY w/ R512 PER FLOOR PLANS. 6 MIL BLACK "VISQUEEN" z 17I REGTLY ABOVE THE TOP RISER OF SUB -FLOOR PER PLAN THE FLIGHT TO A POINT DIRECTLY DESIGN TO RESIST 200 PSF MIN. 2x P.T. SILL PLATE PER STRUCT. ? ABOVE THE LOWEST RISER OF THE TO RESIST 50 PSF MIN. @ALL w/ ANCHOR BOLT SIZE FLIGHT. HANDRAIL ENDS SHALL BE IN -FILL COMPONENTS AS PER I RG SPACING PER STRUCT. m RETURNED OR SHALL TERMINATE IN FLOOR TRUSS FRAMING TABLE R301.5 REF. FOOTNOTE f FLOOR TRUSS PER PLAN NEWEL POSTS OR SAFETY TERMINALS. FINISHED GRADEr7 ALSO SEE IRG R311.1.8 SLOPE AWAY FROM HOUSE SCALE: N.T.S. RAILING 7 SCALE: N.T.5. HALF WALL CORNER POST DTL. 8 i4ROOF All TRUSS LENGTH VIEW GWB @GL6. PER PLAN BEARING/EXTERIOR FRAMING PER PLAN — - II Q GEILIN6 INSULATION III O a i STEM WALL AND FTG. II 2x4 FRAMING 2x6 FRAMING SUB -FLOOR PER PLAN PER W.S.E.G. o AS PER PLAN 4 II z - I( STRUCT. DETAILS — II III= 5/8"MIN. a" Mw. FIRE / DRAFTSTOP®olI' O SUBSTRATE CONGEALED - -III II FLOOR TRUSS PER PLANSPACES .0. AT 10'-0" w ? II II a Oaa a' MAX. 1 s" MAX. 1 s" MAX. 2 a' MAx. INTERVALS HORIZONTALLYlz LATERAL BLOGK'6 PANELS AND VERTICALLY ;III w/ DRAFTSTOPPING = N O N B EARI N G >< 4" MIN. D IA., PERFORATED, RIGID, DRAIN PIPE STEM WALL AND FTG. GWB @ GL6. PER PLAN 2x4 FRAMING 2x6 FRAMING GEILIN6 SUBSTRATE w LAID A FEW INCHES BLO. THE BOTTOM OF THE SIZE PER PLAN 4 TRUSS EDGE VIEW ®GARAGE WALL w o PERIM. FOOTINGS OF THE BLDG. PROVIDE STRUCT. DETAILS I/2" GYP. BOARD OVER MIN. GRADIANT OF 0.5%. WRAP IN A FLOOR TRUSS PER PLAN 5/8"MIN. a"MIN. 1/2" PLYWOOD/OSB NON -WOVEN FILTER FABRIC SOCK 4 COMPLETELY ENCLOSE IN 3/4'' TO 1Y" WASHED FLOOR TRUSS PER PLAN 2x STUDS AT 16" O.G. II GRAVEL. BACKFILL w/ CLEAN ON51TE SOILS s' e" a" (WHERE OGGURS) III OR BETTER. TIGHTLINE SEPARATELY FROM 1 MAX. 2" MAX. 2 MAX. 3 MAX. ROOF 4 SURFACE STORMWATER DRAIN LINES II 1 4 DISCHARGE INTO A STORM SEWER OR NOTE: SUITABLE STORMWATER DISPOSAL FACILITY. BEARING OR NONBEARIN6 WALLS MAYBE DRILLED 2 FOR AT GURVED LOW WALLS, USE (2) LATERAL BLOCK'S PANELS w/ DRAFTSTOPPIN6 2x4 AND 3/4 FOR 2x6 WALLS /8 EDGE DISTANCE. REFER 01 LAYERS 1/4" SHEATHING KERF TRUSS TOP VIEW @GARAGE WALL IF STUDS ARE DOUBLED AND NO MORE THAN 2 SUCCESSIVE TO PLAN BACKSIDE OF GYP. BOARD DOUBLE STUDS ARE DRILLED. PRIOR TO INSTALLATION AS (SECTION R602.6 - 2018 I.R.G.) REQUIRED TO PREVENT GRAGKIN6 SCALE: 5/4" = 1'-0'' DRAFTSTOPPING DETAIL 2 SCALE: N.T.S. NOTCHED/DRILLED STUDS 9 SCALE: I" = 1'-0" INTERIOR CEILING SOFFIT 10 SCALE: 3/4" = I'-v TYPICAL 2-STORY WALL SECTION 11 ENGINEERED BY: Malsam-Tsang Engineer'g Job No.: 0186.2022.03.01 2018 International Residential Code W LL � z n >o E o0 _= Z O F J J l Z" U 5 Z LUpI LO J¢F�=UpO w0 W m�Z^' TV7 w"m JWH LL U CL -ZV10wOH�w�uiw J�wa 9,w?w�0 ow�o° mow O F J Z W Z l L m Z F W w wz Vk o�8 Its =cmwFw J.��¢VHO F '--'gym M J�2 Z=w U= �w"ooW =�~¢"�C� v=iLu LuL �zz( !l Ocn��cn¢ zw��pm F" E w Z k >> w ¢ O V R w¢wmw= m��w=u ¢oZ�w� aZ°~ mawaZow 0Mu <z Z-v "ZQ54R- ��-w pJW, =�m2 oo>"0Wm�� mmw4J� a00 gzU00~nC�H_u � O =L0- "wWwaww2z0w .-a0"Fi) 0Ctf _V� U ¢ww, ww~zw U Uww Ta0 C F01U�o�<w—¢= IVK ASSOCIATES IMCNAUGHTON 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 RECEIVED Nov 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I2022 © COPYRIGHT I McNAUGHTON ASSOCIATES, Inc. 3132-02A Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) DETAILS JOB NO. 22-022 DATE: July 05, 2022 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: SHEET: D2 CONNECTIONS CONNECTIONS 1'-10Y2" TYPICAL ROOF SYSTEM: PER STRUCTURAL DETAILS ROOF I NG PER PLAN / PER STRUGTURAL DETAILS INSECT SCREEN 4 OR 8 6ALV. W IRE MESH # 15 FELT / 12 ROOFING PER PLAN / TYPE 15 FELT / a PER ELEV. � Ic O.S.B. "OR" (23 GA.) ON BA K SIDE OF BLOCK 7/16" 0.5.5 "OR" I/2" APA RATED �� SHTH'G /TRUSSES PER PLAN / 5/16 FIBER CEMENT BOARD %2" APA RATED 5HTH'6 / TRUSSES 12 o/ 2x4 OUTLOOKER5-LAY INSUL. PER W.5.E.G. (R-4q FLAT PER PLAN / INSUL. PER W.S.E.G. (R-41) ROOFING PER PLAN /TYPE 15 FELT a PER ELEV. �/6" O.S.B. "OR.. o/ 24�� O.G.-38 VAULTED) FLAT .G. INSULATION BAFFLE (GAR)BOAR-)) %2" APA RATED 5HTH'G / TRUSSES \—(3) 2" DIA. HOLES PER BLOCK \ EXTEND 12 ABV. INSUL. PER PLAN / INSUL. PER W.5.E.0. (R-41) ELEVATON " BARGE w/ 3/4x5 I MIN. CLEAR AIRSPACE © HEATED SPACES ONLY I x3 TRIM o/ TRUSS PER PLAN EAVE VENT 2x VENTED $ SCREENED 2X TRIM DASHED L I NE SAVE BLOCKING SHEATH WALL PER S.W. BE ON SG I SSOR TRUSS N26 GA. ALUM. GUTTER 7. 2 CONDITION GOT. 2x VENTED $ SCREENED FRONT ELEV. ONLY - DON T SHEATH TRUSS SIDE5/REAFZ _ o/ FASCIA PER ELEVATION � EAVE BLOCKING RAKE PLATE OR %2" SAG RESIT. OR X HEADER PER PLAN] \ R D TRUSS Rxkz 5/6"SOFFIT G.W.B. WHERE FRM'G � 24" O.G. FINISH PER ELEVATION / 15# PER PLAT — w �FASG FASCIA PER ELEVATION SPECIFICATIONS NOTE: VAULTS le PER PLAN %2" G.W.B. WBLDG. PAPER OR WATER- BEAM PER PLAN (S.S.D.) I. 3/4" PARTICLE BOARD BLOCKING CONNECTIONSHERE FINISH PER ELEVATION / FRM'G © 16" O.G. RESISTIVE BARRIER / 1/6" O.S.B. 2. SCREEN STAPED TO BACK OF BLOCK 15# BLDG. PAPER OR KD PER STRUCTURAL DETAILS SHEATHING OR PER 5HEARWALL PER PLAN 3. SEE VENTILATION CALCULATIONS FOR xD WATER -RESISTIVE BARRIER / SCHEDULE / 2x6 STUDS @ 16" O.G. (R-21 INSUL.) VENTILATION REQUIREMENTS AT ROOF PLAN SECTION OSB SHEATHING w/ KD FULL LENGTH STUDS FRAMING $ FOUNDATION DIM. 4. STOP INSULATION FROM BLOGKIN& HOLES 2x6 STUDS © 16" O.G. (R-21 INSUL.) @ RAKE WALLS FRAMING $ FOUNDATION DIM. SCALE: N.T.S. ROOF EAVE DETAIL 1 SCALE: N.T.S. ROOF EAVE DETAIL 2 SCALE: 3/4" = 1'-0" BIRD BLOCKING VENTS 3 SCALE: N.T.S. GABLE RAKE DETAIL 4 (2) LAYERS 60 MIN. END NAIL BLDG. PAPER LAP o/ GONT. L-FLASH'6 _ V2 II G W B 2x4 CONTINUOUS VALLEY RIBBON w/ (2) I Od NAILS PER 5TG GL I P "BLUE SKIN" OR Ea. N 2x12 BAFFLE JOIST INSTALLED EVERY LAPPED o/ TOP OF v R-41 BLOWN- I N TYP. 1 /2 " PLYWOOD SHEATH I NG OTHER TRUSS FLASH'6 CD GONT. PREF I N I SHED < TRUSS TYP. 24 6A. MTL. FLASH'6 o V2 n 6-N.B. w/ HEMMED EDGE O.S.B. BOUNDARY NAIL PER STRUCTURAL 2x2 FRAME SHINGLE STARTER COURSE TOP PLATE OF NON- ° ° PER RECOMMENDATION OF BEARING WALL-0 NRGA $ ROOFING MANUF. 0 / 30# ROOFING FELT ° EXTEND UP WALL 6" MIN. / \/ TRUSSES PER PLAN 31"01" R.O. BOTTOM CHORD C SOLID BLOCK'6 IN 401 DRILL 1 "41) HOLES IN SHEATH'S OF TRUSS WALL PER STRUGT. © 12" O.G. FOR VENTING-o/ FRAMING WEATHER STRIP VENTING 15 INCLUDED IN ROOF VENT RAFTERS/TRUSSES Ix2 TRIM GALULATIONS SHOWN ON ROOF PLAN PER STRUGT. G.W.B. FIREBLOCK'G SCALE: N.T.S. ATTIC ACCESS 5 SCALE: N.T.S. ROOF OVERFRAMING 6 SCALE: N.T.S. SIMPSON STC CLIP DETAIL 7 SCALE: N.T.S. RAFTER PERP. TO WALL 8 FINISH SIDING o/ EACH STRIP TO EXTEND ° ° 36 WIDE ROLL BUILDING PAPER PER ELEVATIONS AT LEAST 12" BEYOND IROOFING LAP BUILDING PAPER o/ BUILDING PAPER CENTER OF VALLEY ° ° ° (50# MIN.) LAP BUILDING THERMOPLASTIC PAPER o/ FLASHING BASE NO -CAULK FLASHING ON HIGH SIDE LAPPED o/ FLASHING // ° ROOF FLASHING BASETHERMOPLASTIC-ULK ]�7 T MIN. CARRY UNDERLAYMENT 10 ROOFING PER PLAN ROOF F�A H NG ACROSS VALLEY ° SHEATHING AND / FLASHING $ GNTR. FLASH I N6 NAILING PER ��/4 °° EXTRA NAIL / / SHEARWALL SGHED. ROOFING PER ELEV. DO NOT LOCATE NAILS ° ° IN END OFIlr - ROOFING PER / ,--- o/ BUILDING PAPER CLOSER THAN 6" TO THE SHINGLE - - - - - - - - - - - - - PLAN 2x SOLID BLOCK'S VALLEY GENTERL I NE ° ° x x F I RESTOP O O / / / / COMPOSITE PIPE OR / SHINGLE ROOF'(5 CONDUIT 2x BLOGK'6 PER PIPE OR STRUCTURAL CONDUIT LEDGER PE RUCTURAL (53.1;).) SCALE: N.T.S. ROOF RAKE TO WALL DETAIL 9 SCALE: 3/4"=1'-O" WOVEN VALLEY DETAIL 10 SCALE: 1 I/2"=1'-O" ROOF PENETRATION -PIPE "A" 11 SCALE: 1 I/2"=1'-O" ROOF PENETRATION -PIPE "B" 12 3/8"4 1/2" LAG SCREW TO STUD CONCRETE FILLED 1" NON-METALIC N.W. TANK EXPANSION TANK PIPE BOLLARD SPACER ATTACHED TO WALL SAME AS N.W. TANK o 4" GONG. SLAB FLOOR �2� CxA.X 1/2' STRAP o/ 4" GRANDULAR FILL ENC I RGL INCx TANK AND o/ 15% COMPACTED FILL STRAP AT 1/3rd POINTS STRAPS ANCHORED TO WALL FRAMING SHALL BE INSTALLED IN A MANNER WHICH WILL NOT DEPRESS ANT REQUIRED a ENERr_3Y INSULATION BLANKET 1a ° TANK III II II = = III o CONCRETE FOOTING ANGHORED PLATFORM �III�IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII — - 2" 1'-01, 2" SCALE: N.T.S. WATER HEATER STRAPPING DETAILS 13 SCALE: N.T.S. BUMPER GUARD/PIPE BOLLARD 14 15 16 ENGINEERED BY: Malsam-Tsang Engine&g Job No.: 0186.2022.03.01 2018 International Residential Code w w z Uj LL Oo ==ZOF J J� ZLull UpZ w�o,2p ¢=oo�aSo �wm5zp wv�w�mJw� w aLQ W EZp=CC 0sg:zU m zA >�v~i0>�uia U z ui�2 pz0cai�w �wU C. Q z W z w UpmYp.U.O��wa V 2!U.QUpaU U LLUw =X wu��wz Uk00�0�� =cmwFW � y2iUW V =O H W ��z Ww-00w =2i~a�F�.~. v=¢2-we �zzoZ2CO, �o zUQ>m �OpNQY�w 00, J V1Q •J-'�z W <�om F��wz >>W QOU.. w¢wm�= ¢0w� = z a �UOwHZ�2 m¢w¢Zow 8 1UQz_�HiJ "N54R. �� pJwO =2m0Dl< O�W' UU mzw0 �mwUZS � aozzW��¢ �Ha�w�� zU 0-000 w wLU Low oho LUw ; p V 0 p U > 2 w V w= U w w> w o Z LUOM <w0 ISaQFa�O� MO,L ASSOCIATES McNAUGHTON =' 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 RECEIVED Nov 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I2022 © COPYRIGHT I McNAUGHTON ASSOCIATES, Inc. 3132-02A Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) DETAILS JOB NO. 22-022 DATE: July 05, 2022 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: SHEET: D3 OUTSIDE AIR FILM o/ WOOD SIDING PER ELEVATIONS o/ I/2" GWB -MUD/TAPE, FORT 1 F I BER BUILDING SYSTEMS HAB I TABLE 16ARA6M 51 D I N6 PER TEXTURE PAINT GROUP "JUMBO-TEX" BUILDING WRAP o/ SPACE 2x4 STUDS PER STRUCTURAL @ 16" ELEVATIONS I/2" P.W. WALL SHEATHING o/ O.G. FLOORING PER PLANS o/ WEATHER 2x6 STUD WALL w/ R-21 GATT INSULATION 2x6 STUDS PER STRUCTURAL ® 16" 1/2 GWB, MUD/TAPE, TEXTURE RESISTIVE BARRIER SUB FLOOR: 1/2" COX O G o/ PLYWD PER 7 PLYWOOD W/ EXT. GLUE OVER 5/8" TYPE 'X' I-HR RATED GWB PAINT ACCOUSTIC BATT INSUL. AS REO'D. STRUCTURAL 3/4" PLYWD FINISH OVER KD FLOOR TRU55E5 PER 5.5.0. MUD/TAPE, TEXTURE PAINT PER CLIENT G.G. 24 GA. METAL FLA5HIN67, CAULK 6 2x4 STUDS PER STRUCTURAL © 1' 1/2„ GWB MUD/TAPE, TEXTURE O.C.BELLY WALL ASSEMBLY R-VALUE \ PAINT BAND PER OUTSIDE AIR FILM 0.17 _ _ _/ PLYWOOD® SHEAR WALL5 PLYWOOD ® SHEAR WALL5 ELEVATIONS WOOD 51 D I N& 0.48 PER STRUCT. PLANS PER 5TRUCT. PLANS "JUMBO-TEX" HOUSE WRAP 0.06 1/2" P.W. SHEATHING 0.62 T 2x6 STUDS ® 16" O.G. PER K) R-38 BATT INSUL. MIN. U.N.O. I NSULAT 1 ON (5/2 ") 21.00 I N51 DE AIR FILM o/ STRUCTURAL —1/2" 6WB, MUD/TAPE, TEXTURE BY W5EG SELECTION o/ GYPSUM WALLBOARD (I/2") 0.45 1/2" GYP. BOARD BATT INSULATION (R-21 MIN. U.N.O. PAINT 2x6 5TUD5 ® I6" O.G. PER UNHEATED SPACES ONLY INSIDE AIR FILM 0.68 0/ 2x6 WALL BY WSEG SELECTION) STRUCTURAL I/2" GWB -MUD/TAPE, TEXTURE TOTAL 23.46 PAINT 2x6 WALL CONSTRUCTION V/L SCALE: N.T.5. EXTERIOR WALL ASSEMBLY 1 SCALE: iv2" = i-v 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 OTHER PER PLANS PLYWOOD NEXT. GLUE OVER 3/4" PLYWOOD SUB FLOOR: 1/2" GDX F I N 15H OVER FRAM I N6 PLYWOOD W/EXT. GLUE PER S.E. „ , OVER 5/4" PLYWOOD FINISH OVER FRAMING PERS.E. PRE-FAB FLOOR _ 2x FLOOR JOISTS TRUSSES PER `, PER STRUCTURAL — STRUCTURAL R-55 BATT INSUL., MIN. R-38 BATT INSUL., MIN. U.N.O. BY WSEG U.N.O. BY WSEG SELECTION WHERE SELECTION WHERE o/ UNHEATED SPACED o/ UNHEATED SPACED " 1/2" GWB MUD/TAPE, 7 TEXTURE $ PAINT WHEN GWB MUD/TAPE, FIN 15HED SPACE TEXTURE $ PAINT NHEN77 FIN 1 SHED SPAGE SCALE: 1�/2" = 1-v TYP. FLOOR ASSEMBLY AT TRUSS 5 SCALE: 1v2" = 1-v TYP. FLOOR ASSEMBLY AT 2x 6 7 8 9 10 11 12 13 14 15 16 ENGINEERED BY: Malsam-Tsang Engine&g Job No.: 0186.2022.03.01 2018 International Residential Code w � n >0 w z o0 ==ZC F J� ZLnWZ -n� ow�o¢=o- H Ln Ln Z0 wW Z m OW u(nia OQ�Q Uj ZZW- RJ8Wd ZQ ww JmVV YS.U.O��wa W O gy�Jm ZZ UUw=U�2_�ZQ2zwF~HV�wF wO�u..w '02~aIn 1-0w L �zz000�o wJ= w0 w�Qwm, YF-w 0-2:5n F w Z >> w Q O U .. ¢oZLnLU z�oo,3� ��w� m¢w¢ZZw 2pnpaz-~v �ZQ�� =�m0 CcnQ 0-w>-Uwm��n �mw��aozzU��¢ �Ha�w�� gzU 000 U U > _ w V w=� 0 U w iz w T w R Z w0m�¢w0 rSaara�oZ IL A4hL ASSOCIATES IMCNAUGHTON 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 RECEIVED Nov 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I2022 © COPYRIGHT I McNAUGHTON ASSOCIATES, Inc. 3132-02A Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) DETAILS JOB NO. 22-022 DATE: July 05, 2022 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: SHEET: e EXTEND SILL BEFORE INSTALLATION WALL SHEATHING (WHERE IT FLASHING HORIZONTALLY TO \ RESEAL ALL OUTSIDE \ JOINTS OF EXTEND TO 15mm (2") CONTINUE SEALAND EXTEND JAMB OCCURS ON) VERIFY PROJECT BEYOND \ MECHANICALLY JOINED BELOW TOP OF HEAD APPROXIMATELY 2I5mm (82") FLASHING TO 15mm (2") SHEATHING EDGES ARE FLUSH VERTICAL JAMB \ FRAMES FLASHING TO BE o 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 ° WALL SHEATHING IS ° SUFFICIENTLY LARGER IN USED, SHEATHING SHALL WIDTH 4 HEIGHT THAN THE ° BE APPLIED PRIOR TO ° 4OPENING ACTUAL FRAME DIMENSIONS FLASHING AND WINDOW ° OF THE WINDOW. TO ASSURE ° INSTALLATION. ° ADEQUATE CLEARANCE CONSULT THE WINDOW ° SHIM ADJUST WINDOW TO � ° MANUFACTURER'S LITERATURE ACHIEVE SQUARE. PLUMB 4 APPLY CONTINUOUS FOR THE RECOMMENDED ° LEVEL CONDITION USE SEAL TO THE TOP ROUGH OPENING DIMEN5TION5. 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 EMBED JAMB FLASHING FRAME, BUT DO NOT FASTEN THE \ 0 THAN 75mm (5") IN EACH APPLY A CONTINUOUS FLASHING AND ABOVE WHERE HEAD o 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 CORNER. SECURE WINDOW (INTERIOR)OF THE 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 (I6") 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 15mm FRAME TO OPENING B EMBED OTTOM OF THE HEAD APPLY IN A WEATHERBOARD FASHION STARTI N6 LAPS PER GODS. 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 FLASH N6 BEYOND EACH JAMB FLASHING. FASTEN IN BOARD OR OTHER MATERIALS MIN. OVER HEAD FLASHING AND / / HORIZONTAL PRACTICE ARE REVIEWED. OLES OR SLOTS ON PLACE. OVER TOP OF NAIL-ON-HEA / LAPS PER HE MOUNTING FLANGE. FLANGE OF WINDOW FR �'� CODE. ° METHOD "B" ' \ ° APPLY CONTINUOUS SEAL ALONG TOP (HEAD) MOUNTING FLANGE. EMBED BOTTOM OF HEAD / ° FLASH I N6 A6A I N5T SEALANT ' SHIM ADJUST WINDOW TO (FLASHING GOES OVER ° ACHIEVE SQUARE. PLUMB SEALANT). EXTEND HEAD 5rd COURSE \� LEVEL CONDITION USE °CORROSION RESISTANT FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. OF BUILDING PAPER I FASTENERS. FASTEN W 1 TH I N ° 250mm (10 ") AND NO CLOSER / / BEF E ° THAN 75mm (5") IN EACH TALLATI ON DIRECTION FROM EVERY RESEA�AL CORNER. SECURE WINDOW SLIP BOTTOM OF JAMB FLASHING 2nd COURSE / 4 SILL FLASHING OVER BUILDING OUTSIDE JOTS O\ AROUND FRAME OPENING WITH �\ Ist COURSE MECHANICALLY OF BUILDING �� PAPER AT BOTTOM OF WINDOW SILL. JOINED FRAMES. EQUIVALENT OF 6d FASTENERS PAPER OFFB LD I NG AT 400mm (16) O.G. MAXIMUM RUI (BY OTHERS) WINDOW INSTALLATION (METHOD "B") 5 HEAD FLASHING 6 PRIMARY WEATHER BARRIER APPLICATION 7 AAMA 2400-02 8 SIDING PER PLAN PLYWOOD SHEATHING AS INSTALL GRADE "D" 60 HARD I -BD. S I D I N6 O REQ'D. BY STRUCTURAL MIN. BLDG. PAPER @ HEAD PER WINDOW WRAP �O\a 6" WIDE SELF ADHESIVE MEMB. OVER BLDG. SEQUENGE #6. SHEATHING PER STRUCTURAL PAPER $ JOINT BTWN. SELF—ADHESIVE MOD. CEDAR TRIM AND SB5 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 \ PE—FBMTL. E R� 16" OF CORNER _ _ _ _ _ _ PER DOR W W WAP III SEQUENGE #5. \ SEALANT SET TRIM IN SEALANT, 7YP HARD I SIDING %8" TO 1/4" V 3/811 TO %4" 5/4x CEDAR TRIM, TOOLED POLYURETHANE I PLYWOOD SHEATHING AS I 141 PRIMED ALL SIDES (EL 1 M 1 NATE WHERE NOT 5/4X4-5/4X5 OUTSIDE CORNER JREQ'D. BY STRUCTURAL SEALANT JOINT, TYP. II D TOOLEPOLYURETHANE SHOW ON ELEVATIONS) SEALANT JOINT, TYP. 6" WIDE SELF ADHESIVE HARD I SIDING MEMB. OVER BLDG. SET TRIM IN SEALANT, 5/4x CEDAR TRIM, 1. BLDG. PAPER, LAP CORNER 16" II PAPER $ JOINT BTWN. TYP. PRIMED ALL SIDES \ 2. COMPLETE SIDING PER ELEV. CEDAR TRIM AND II (EL I M I NATE WHERE NOT \ SIDING. SHOW ON ELEVATIONS) 0 SCALE: N.T.S. SCALE: N.T.S. WINDOW SILL a@ FIBER -CEMENT SIDING Nz.2 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 1. ATTACH VERTICAL 12" WIDE MOISTOP ON 2ND EA. SIDE OF OPN'G. THE MO I STOP SHOULD EXTEND A MIN 12" ABOVE THE BOT. OF HDR. 5RD 2. ATTACH HORIZONTAL 12" WIDE MOISTOP ALONG 3 THE HEADER. THE MO I STOP SHOULD EXTEND A MIN. OF 12'' BEYOND 15T 15T EACH JAMB. 2 5. APPLY (5) CONT. BEADS 21 1/5" 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)LAYER5 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: 5'*'-0" TYP. INSIDE CORNER DETAIL 13 SCALE: 3/4" = 1'-0" TYP. DOOR FLASHING 14 15 16 ENGINEERED BY: Malsam-Tsang Engine&g Job No.: 0186.2022.03.01 2018 International Residential Code W w U Z n >o >� _ =Luooa�a _= Z O F J J Z to U Z w�HOLL wH0=�z ¢u=, 1, in �wmZ0 win W�mJw� 0ELz wOHuwCw >0a: >in� J�uia Q �wZW-a �zw��0j:a L V� ¢ z W Z Wq K LU ¢~.w__ =wp�mZ~H wu��wZ Vk 0w0�� = cmWFW �.��¢VHO F m W �w`n0ow =�FL,mz w- v=¢0wa Cezz000�o Z0Q>m Y-w p2E�cn¢ Jil-zw��pm F�n�wZ� w¢�m�= < 'wm'— aZ��u��°~ z�oo�3� zow�Z�2�2 mawaZow �p�¢z�pv am°�`�`n� �Ow��0�w0 =>o2c�<, 0�>zzUm�a r,aoo.onVz �Ha�w�� 9,UE 'a000 wwwil_!,°w Z�OccO�wwC=7 U, V w 0U > 2 w V w= V w o w> w w�� Z wom�aWS �oaa�a0 kK ASSOCIATES IMCNAUGHTON 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 RECEIVED Nov 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I2022 © COPYRIGHT I McNAUGHTON ASSOCIATES, Inc. 3132-02A Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) DETAILS JOB NO. 22-022 DATE: July 05, 2022 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: SHEET: Q ;_ a CN 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 - DEFAULT, le=1.0, Ss=1.600, S1=0.500, Sds=1.280, Sd 1=.500, Cs=0.197, R=6.5, SEISMIC DESIGN BASE SHEAR Vsx=21.8 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 AC -A OVER A RETENTION LEVEL OF 0.40 PCF CBA-A OVER A RETENTION LEVEL Q ( )- ( 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. 2CDaZ own �Qz�� (nQw Q��(D 1rn z LLIv! 122 S JACKSON ST - SUITE 210 SEATTLE, WA 98104 - 206.789.6038 RECEIVED Nov 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT xk C. 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z = SHEATHE AND 00 w NAIL TO MATCH N SHEARWALL BELOW HEADER/BEAM LEAVE ONE END OF LEAVE ONE END OF — STRAP UN -NAILED UNTI JUST PRIOR TO COVERT SHEARWALL PER PLAN PANEL EDGE NAILING OVER ALL HOLDOWN STUDS HOLDOWN PER PLAN NAILING PER SHEARWALL SCHEDULE 2x6 CONT RIBBON BOARD TOP AND BOT w/ (2)1 Od EA O FLOOR TRUSS ? z = SHEATHE AND 00 w NAIL TO MATCH N SHEARWALL BELOW HEADER/BEAM LEAVE ONE END OF i PER PLAN STRAP UN -NAILED UNTIL / JUST PRIOR TO COVERING / SHEATHE AND NAIL / / BOTH SIDES WHERE OCCURS SHEARWALL PER PLAN 1 2 3 ;A MATCH �D POSTS PANEL EDGE NAILING OF SHEARWALL BELOW ALIGN FLOOR TRUSS OVER SHEARWALL, TRUSS MFR TO DESIGN TO TRANSFER LOAD PER PLAN LATERALLY BETWEEN TOP AND BOT CHORD F` —----------------------------------al SHEARWALL PANEL EDGE NAILING HEADER/BEAM PER PLAN SHEARWALL PER PLAN SHEARWALL PER PANEL EDGE NAI OVER ALL HOLD( NAILING PER SHE SCHEDULE 2x PLATES AS RE( w/ (2)1 Od AT 12 BEAM PER PLAN CS HOEDOWN PLi. w/ (16)8d EACH END OF STRAP INTO HOLDOWN STUDS AND BEAM BELOW V TOP PLATE CONNECTION PER SHEARWALL SCHEDULE FLOOR TRUSSES AND SHEATHING PER PLAN y-----------------®--------------------® -- D \N SHEARWALL PER PLAN PANEL EDGE NAILING OVER ALL HOLDOWN STUDS NAILING PER SHEARWALL SCHEDULE BEAM PER PLAN CS HOLDOWN PER PLAN w/ (16)8d EACH END OF STRAP INTO HOLDOWN STUDS AND BEAM BELOW 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 1 /2" MAX SPACE 2x BLKG w/ (4)1 Od (2)1 Od TOENAILS EA TRUSS TOP CHORD BEARING FLOOR TRUSSES AND SHEATHING PER PLAN ri VERT GRAIN BLKG TO MATCH HOLDOWN STUDS AND POSTS TOP PLATE CONNECTION PER SHEARWALL SCHEDULE FLOOR TRUSSES AND SHEATHING PER PLAN \L� ,fir �l--------------- ____________________ __________ HEADER/BEAM PER PLAN PANEL EDGE NAILING OVER ALL HOLDOWN STUDS HOLDOWN PER PLAN NAILING PER SHEARWALL — SCHEDULE VERT STUD OF END TRUSS AT 16"oc �� z z = SHEATHE AND 00 w NAIL TO MATCH = SHEARWALL BELOW \L� -------------- CS HOLDOWN PER PLAN w/ (16)8d EACH END OF STRAP INTO HOLDOWN STUDS AND BEAM BELOW VERT GRAIN TRUSS BEARING BLOCK VERT GRAIN BLKG TO MATCH HOLDOWN STUDS AND POSTS A35 PER SHEARWALL SCHEDULE FLOOR TRUSSES AND I SHEATHING PER PLAN HEADER/BEAM PER PLAN L VERT GRAIN BLKG TO MATCH HOLDOWN STUDS AND POSTS TOP PLATE CONNECTION PER SHEARWALL SCHEDULE FLOOR TRUSSES AND SHEATHING PER PLAN -------------------- - HEADER/BEAM PER PLAN TRUSS MFR TO DESIGN FLOOR TRUSS TO BEAR ON WALL PANEL EDGE NAILING FLOOR TRUSSES AND OF SHEARWALL BELOW SHEATHING PER PLAN i SHEARWALL PANEL EDGE / TRUSS BLKG, TRUSS MFR TO NAILING DESIGN TO TRANSFER LOAD PER PLAN LATERALLY BETWEEN HEADER/BEAM TOP AND BOT CHORD PER PLAN TOP PLATE CONNECTION SHEARWALL PER PLAN PER SHEARWALL SCHEDULE (10d AT 6"oc ELSEWHERE) (ZD �Qz�� 0 < LWLJ JU)0z az V) LLl 122 S JACKSON ST - SUITE 210 SEATTLE, WA 98104 - 206.789.6038 Q w N U. O J cal w M Q M J Z 1 Q J RECEIVED Nov 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT �N C. TSB pF WAS A hQ O _ Z �PFS43968 `�a s�ONAL PROJECT NO 0186.2022.03.01 PROJECT MANAGER RAF DRAWN DWB ENGINEER NATE MOORE 206.602.9537 NATEM@MALSAM-TSANG.COM REV DESCRIPTION DATE PERMIT SET 7.5.22 ARCH McNAUGHTON ASSOCIATES 425.830.2753 CLIENT VILLAGE LIFE WOOD FRAMING DETAILS E 10 12 • SCALE - NTS Q 2x BLKG A w/ (2)1 Od E Q cN c2 N 0 N �Lo wo 6 T O �o oo 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 A 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 6"oc 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 PRE-MFR TR( SHEATHING 8d AT Coc 2x BLKG w/ HANC,FR PF 5 6 7 E 8d AT 6"oc 2x6 LEDGEF (3)1 Od EAC PRE-MFR TR SHEATHING 2x PLATES F w/(2)1 Od A FOR CALLOUTS IN COMMON REFER 1 1 /S4.1 10 8d AT Coc 1 Od AT 6"o( PRE-MFR TR SHEATHING HANGER PI DE PER ARCH (1'-6" MAX) FASCIA PER ARCH A34 (BRACE - TO TOP PLATE) SHEARWALL PER PLAN PANEL EDGE NAILING ^� SHEARWALL BELOW PRE-MFR TRUSSES AN SHEATHING PER PLAN SHEARWALL PER PLAI PANEL EDGE NAIL" SHEARWALL BELO' PRE-MFR TRUSSES, SHEATHING PER PI 2x NAILER w/ 1 Od NAILING PER SHEARWALL BELO' 7/16" OSB OR PLY) OVER WALL - FULL OF SHEARWALL SHEARWALL PER Pam„., 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 BUSS TO BE DESIGNED D TRANSFER LOAD PER PLAN ATERALLY BETWEEN TOP AND OT CHORD FOR ENTIRE LENGT )F TRUSS 35 PER SHEARWALL CHEDULE RUSS TO BE DESIGNED D TRANSFER LOAD PER PLAN ATERALLY BETWEEN TOP ND BOT CHORD FOR NTIRE LENGTH OF TRUSS ANEL EDGE NAILING PER HEARWALL BELOW 12 M 2CDa(ZD �Qz�� coQw JU)0z a�0�z V ! LJI 122 S JACKSON ST - SUITE 210 SEATTLE, WA 98104 - 206.789.6038 Q w N U. O J cal w Mr. Q M J Z 1 Q J RECEIVED Nov 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT �N C. TSq l pF WAS A z O _ Z �Fs43968 S�a s�ONAL PROJECT NO 0186.2022.03.01 PROJECT MANAGER RAF DRAWN DWB ENGINEER NATE MOORE 206.602.9537 NATEM@MALSAM-TSANG.COM REV DESCRIPTION DATE PERMIT SET 7.5.22 ARCH McNAUGHTON ASSOCIATES 425.830.2753 CLIENT VILLAGE LIFE WOOD FRAMING DETAILS S492 SCALE - NTS GENERAL NOTES 110UNTING HEIG4T5 FOR ELECTIRICAL EQU I F1 IENT 1) ALL HEIGHTS INDICATED ARE ABOVE SUBFLOOR UNLESS 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. z 0 M 0 5'_0/ 16" DUPLEX RECEPTACLES 1(o" 220V SINGLE RECEPTACLE AT RANGE 483" 220V SINGLE RECEPTACLE AT DRYER ILI 40" SWITCHES Nil 50" THERMOSTAT 4— . 16" TABLE PHONE JACK 45" WALL PHONE JACK (WHERE NOT ABOVE COUNTERTOP) 16" PHONE / GABLE COMBO JACK -12" WALL -MOUNTED LIGHTS (INTERIOR) . 05" 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 48" SECURITY SYSTEM CONTROL PANEL -12" CARRIAGE LIGHTS ADJACENT TO DOORS 12" CARRIAGE LIGHTS ABOVE SLAB AT GARAGES 12" STEP LIGHTS (HEIGHT ABOVE NOSING$) 84" 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) ELECTi,ICAL i=L,4N 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. FIRST FLOOR ELECTRICAL PLAN 5MURF TUBE TO GABLE/POWER ABOVE FIREPL. IIOV HEAT DETECTOR W/ POWER O SUPPLIED BY HOUSE WIRING PER H.D. IRG R314.2.1, R314.2.3 4 R314.6 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, CRAWL SPACES OR UNFINISHED BASEMENTS, AND FOR NON -DEDICATED OUTLETS ABOVE THE COUNTER TOP AND WITHIN V OF THE KITCHEN SINK. 3. RECEPTACLE OUTLETS ARE REQUIRED AT ANY WALL SPACE 24" OR WIDER. 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 DWELLING UNIT. THEY SHALL BE WATERPROOF AND G.F.0.1. PROTECTED. b. TWO MINIMUM SEPARATE 20 AMP. CIRCUITS TO KITCHEN APPLIANCES ARE REQUIRED. 7. LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURES SHALL BE LABELED "SUITABLE FOR DAMP LOCATIONS". 8. MI505.4.2: CONTROLS FOR WHOLE HOUSE SYSTEM: 1. THE WHOLE HOUSE VENTILATION SYSTEM SHALL BE CONTROLLED WITH MANUAL SWITCHES, TIMERS OR OTHER MEANS THAT PROVIDE FOR AUTOMATIC OPERATION OF THE VENTILATION SYSTEM WITH READY ACCESS BY THE OCCUPANT. I. WHOLE HOUSE 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 51MILAR TO THE FOLLOWING: "LEAVE ON UNLE55 OUTDOOR AIR QUALITY 15 VERY POOR." MANUAL CONTROLS SHALL BE READILY ACCESSIBLE BY THE OCCUPANT. 2. WHOLE HOUSE VENTILATION SYSTEMS SHALL BE CONFIGURED TO OPERATE CONTINUOUSLY EXCEPT WHERE 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 WITH AN ALARM-51LENGING 5WITGH 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 DETEGTOR55HALL BE INSTALLED NOT LESS THAN V-O" HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A TUB OR SHOWER. L16HT1146 W.5.E.C.: R404.1 LIGHTING EQUIPMENT (MANDATORY): A MINIMUM OF a0 PERCENT OF PERMANENTLY INSTALLED LAMP5 IN LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. W.5.E.C.: R404.1.1 LIGHTING EQUIPMENT (MANDATORY): FUEL GAS 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 TU55/5HOWERS TO BE WATER RE515TANT 5. ALL INCANDESCENT LIGHT FIXTURES IN CLOTHES CLOSETS TO MAINTAIN A 12" CLEARANCE FROM COMBUSTIBLES 6. PROGRAMMABLE THERMOSTAT i. AIR 5WITGH 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 CG.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 GEILIN6 MOUNTED INCANDESCENT RECESSED CAN RECE55ED 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 GEILIN6 FAN W/ LIGHT FIXTURE 110V IIOV SMOKE DETECTOR 0 INTERCONNECTED W/ s.D. BATTERY BACK-UP "OR" WIRELESS INTERCONNECTION PER IRG R314 (SEE GEN. NOTES ABOVE) PHA TELEPHONE OUTLET TV® TELEVISION OUTLET SWITCH 3 3-WAY 5WITGH T4 4-WAY 5WI70H DIMMER 5WITGH D 0 PUSH BUTTON © DOOR CHIMES GAS STUB 110 IIOV SMOKE DETECTOR INTERCONNECTED W/ 5DJGMA BATTERY BACK-UP "OR" WIRELESS INTERCONNECTION COMBINED W/ CARBON MONOXIDE DETECTOR PER RG R514 4 IRG R315 (SEE GEN. NOTES ABOVE) ENGINEERED BY: Malsam-Tsang Engine&g Job No.: 0186.2022.03.01 2018 International Residential Code L. w U z LU O w O >�a = =w00avLCLI� ==Z�F- J J�ZIn U 5Z mFOOw� Qa00_-Q00 =w>-00 -' >-Lnw�M —4 OZ UYp~�.O.~~0.olWn �ooU>¢g-V0oF�u�Ia_nia Q -O g Zz 5JUE a2UZwUW2wOw0F JZ cw�n UZIwLUmF-F-w a Lou xw0 w u��wU��OO>LF- z �'--'=)mF-w ��=Z=wVO LUViLn0�m a F-a-n=wF �F-ooLL> U'.Uizo�o- zUa>m DOOmaO-w OLU �Z�inQ J1_i�za�� Ln 0' Z Zw 0m waIm01 m >O =j 0 Z Zv7�U �N�O===Oc aO_—LU ��Zz�= Zo =L,—. v =OO��t ?>Ow 0Nw w�OHOLn5 00<MzU Lo< mawaZzw ccFm0az F-0 a�m�_�� 0owLLNo-wo OO U-a O >cnOwm�cn �mw11�z-za b�Onid0ozozoz 0-9�ww.2 gazU��QaO00 wzw=F-0z zOz�a0aw= LU LU nw �inmQOHwwo wVw=�0 tQ) w�wTw0��z w0m�¢w0 F�aQFaMO2: 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 RECEIVED Nov 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I2022 © COPYRIGHT I McNAUGHTON ASSOCIATES, Inc. 3132-02A 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. 22-022 DATE: July 05, 2022 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: SHEET: El F- — — — — — L r- — — — — — L -Z S- LIB OPTIONAL GAS ® DRYER 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, CRAWL SPACES OR UNFINISHED BASEMENTS, AND FOR NON —DEDICATED OUTLETS ABOVE THE COUNTER TOP AND WITHIN V OF THE KITCHEN SINK. 3. RECEPTACLE OUTLETS ARE REQUIRED AT ANY WALL SPACE 24" OR WIDER. 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 DWELLING UNIT. THEY SHALL BE WATERPROOF AND G.F.0.1. PROTECTED. b. TWO MINIMUM SEPARATE 20 AMP. CIRCUITS TO KITCHEN APPLIANCES ARE REQUIRED. 7. LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURES SHALL BE LABELED "SUITABLE FOR DAMP LOCATIONS". 8. MI505.4.2: CONTROLS FOR WHOLE HOUSE SYSTEM: 1. THE WHOLE HOUSE VENTILATION SYSTEM SHALL BE CONTROLLED WITH MANUAL SWITCHES, TIMERS OR OTHER MEANS THAT PROVIDE FOR AUTOMATIC OPERATION OF THE VENTILATION SYSTEM WITH READY ACCESS BY THE OCCUPANT. I. WHOLE HOUSE 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 51MILAR TO THE FOLLOWING: "LEAVE ON UNLE55 OUTDOOR AIR QUALITY 15 VERY POOR." MANUAL CONTROLS SHALL BE READILY ACCESSIBLE BY THE OCCUPANT. 2. WHOLE HOUSE VENTILATION SYSTEMS SHALL BE CONFIGURED TO OPERATE CONTINUOUSLY EXCEPT WHERE 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 WITH AN ALARM-51LENGING 5WITGH 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 DETEGTOR55HALL BE INSTALLED NOT LESS THAN V—O" HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A TUB OR SHOWER. L16HT1146 A.5.E.C.: R404.1 LIGHTING EQUIPMENT (MANDATORY): A MINIMUM OF a0 PERCENT OF PERMANENTLY INSTALLED LAMP5 IN LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. A.5.E.C.: R404.1.1 LIGHTING EQUIPMENT (MANDATORY): FUEL GAS LIGHTING SYSTEMS 5HALL 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/SHOWERS TO BE WATER RE515TANT 5. ALL INCANDESCENT LIGHT FIXTURES IN CLOTHES CLOSETS TO MAINTAIN A 12" CLEARANCE FROM COMBUSTIBLES 6. PROGRAMMABLE THERM05TAT i. 5WITGH 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 CG.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 GEILIN6 MOUNTED INCANDESCENT RECESSED CAN RECESSED 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 GEILIN6 FAN W/ LIGHT FIXTURE 110V IIOV SMOKE DETECTOR 0 INTERCONNECTED W/ 5D BATTERY BACK—UP "OR" WIRELESS INTERCONNECTION PER IRG R314 (SEE GEN. NOTES ABOVE) PHA TELEPHONE OUTLET TV® TELEVISION OUTLET 5WITGH 3 3—WAY 5WITGH BECOND r-LOOR ELECTRICAL FLAN �4 4—WAY 5WITGH DIMMER 5WITGH sc,ALE: j411 _ I1_O11 0 PUSH BUTTON © DOOR CHIMES GAS STUB 110 IIOV SMOKE DETECTOR INTERCONNECTED W/ 5DJGMA BATTERY BACK—UP "OR" WIRELESS INTERCONNECTION COMBINED W/ CARBON MONOXIDE DETECTOR PER IRG R514 4 IRG R315 (SEE GEN. NOTES ABOVE) ENGINEERED BY: Malsam-Tsang Engine&g Job No.: 0186.2022.03.01 2018 International Residential Code w w u z Uj O w O >�a = =w0pav� ==Z0E- J J�ZInU5z U,i —0�wOF aa001-Q2LU O 2wm�z'-' LLLnw�m�wz Z UoUo¢g >- t�n0�0 olW> n oF u�Iania Q -o g zz 5JVE azUzwUw2wOm0 -r)w8m9_> OF JZUZILF-F-wwn a Lou � xw0 w u��wz VOO�F- ca �'--'=mF-w ��=Z=wUO wvicn0�m ¢ F-a�n=wF �F-ooLL> U'�Uizo�o� zUa>m DOOmaO-w OLU ��inQ JI_i�za�� Ln 0' LU Z Zw 0m waIm0 m y�>O =j 0 Z Zv7�U �N�0===0c aO_—LU ��zzQ= zZO=��~v =oo�2�H i 0in �Nw 3 wa �OPOcn5 OO2zC70Lo:¢ mawazzw ccFm0az F-V a�m�_�� 0owLLNo-wo OO U_a O >cnVwm�cn �mwz-za bid0ozozoz OFd�w�Fn _ZU��QC,000 - wzw=F-0z zOz�a0aw= LU LU nw �inmQOHwwo 0 J U d 0 U > _ w V w= � V w w T w Z w0m�¢w0 F�aQFaMO2: ASSOCIATES McNAUGHTON 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 RECEIVED Nov 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I2022 © COPYRIGHT I McNAUGHTON ASSOCIATES, Inc. 3132-02A 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. 22-022 DATE: July 05, 2022 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: SHEET: E2 :..................: 1 I TxI(5--1 ITN T: l: �I III�II ,I II ,I II EI] x10-6 U :III I :III :III A y I t :III I I -- — -- — — ili it — I 4AO-Ti I N I I I I 4XI0- -- � I I I I � 1 I -- 4x10-"I UP DN UP SECOND FLOOR MECHANICAL DUCTING PLAN SCALE: 1/4" = 1'-0" GENERAL NOTES I. ALL JOINTS, SEAMS AND CONNECTIONS SHALL BE SECURELY FASTENED BY MEANS OF WELDS, 6ASKET5, MASTICS, MASTIC -PLUG, EMBEDDED FABRIC OR TAPES. * DUCT TAPE SHALL NOT BE PERMITTED. 2. DUCTS SHALL BE SUPPORTED ACCORDING TO THE MANUFACTURERS 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 ADJUSTING THE SUPPLY AND RETURN BOXE5. 6. LABEL INFORMATION: A PERMANENT FACTORY -APPLIED NAMEPLATE(5) SHALL BE AFFIXED TO APPLIANCES ON AHICH SHALL APPEAR, IN LEGIBLE LETTERING, THE MANUFACTURER'S NAME OR TRADEMARK, THE MODEL NUMBER, SERIAL NUMBER AND THE SEAL OR MARK OF THE TE5TIN6 AGENCY. -1. APPLIANCE ACCESS FOR INSPECTION, SERVICE, REPAIR AND 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 SIDE TO SERVICE THE APPLIANCE. 8. INSTALLATION: HEATING AND COOLIN6 EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE AITH THE MANUFACTURER'S INSTALLATION IN5TRUCTION5 AND THE REQUIREMENTS OF THIS CODE. 41. WHERE THE WINTER DE516N TEMPERATURE IN IRG TABLE R301.20) 15 BELOW 60 DE64;EE5 F (I6 DE&REE5 0), EVERY DAELLIN6 SHALL BE PROVIDED AITH HEATING FACILITIES CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF NOT LESS THAN 68 DEGREES F (20 DE6REE5 O) AT A POINT 3 FEET (,114mm) ABOVE THE FLOOR AND 2 FEET (blOmm) FROM EXTERIOR WALLS IN HABITABLE ROOMS AT THE DES16N TEMPERATURE. THE INSTALLATION OF ONE OR MORE PORTABLE SPACE HEATERS SHALL NOT BE USED TO ACHIEVE COMPLIANCE AITH THI5 SECTION. (IRO R305A) 10. VERIFY MECHANICAL DESIGN vw/ MECHANICAL CONTRACTOR (BOB'S HEATING (425) b8cl-1118). NOTE: SEE.. ..-- - SECOND FOR -. LAN 6. II fi®i®iririri®iririiiiiiii®ice 7) <r ENGINEERED BY: Malsam-Tsang Engineer'g Job No.: 0186.2022.03.01 2018 International Residential Code w >� x w w U zp Ci _O >° xw°Oa�jw ==ZOO J J�zV) Z)z w~OOo �Z Q=00HQ00 rwmxZo Q w �wcnmww.. oCzmcn ¢�� >R=oW>0wa >°>oaU UOZWm2 ZwR�roFOQI�/l w 0 m U 0 W 0 Q z_ V Z U W Y ° gxa E wzu- 2� w W H 4 0< 0 6 wviv=i000m ¢wHav=i=w0 °poa wr~'a>m2 oNczzzo�o3 pLxn-Ln¢ OOOMa°gym db zz 2a� - waOmOx m�2�>�Wm 0zz Vlmv a��p0=xxOc <0--w= x�zz� zz0wj��w.. �UwQO4H Z500��t w50�0inx mQwQzOw 0°VxZ0LL oe -U�p¢z ~V CC avgo--MiQ �OwLLMWxo HmmzS�a aME a0648mdQ 21'- w�F ww�H,H¢,0w MZVpga0a0 ZmLU L'w2 Z ^.' 0 0 O ¢� w W U> V) � Q w U U >Owxvvl!�O W x�mzx� j w0m�¢w0 HOa QI.- U 0x ASSOCIATES McNAUGHTON = RECEIVED Nov 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 wasy,� %i � z A � 43968STIE p � FFSS�ONAL E�G\� STRUCTURAL CONTENTS ONLY 2022 © COPYRIGHT McNAUGHTON ASSOCIATES, Inc. 3132-02A 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. 22-022 DATE: July 05, 2022 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: SHEET: M 1