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APPROVED BLD RESUB2 BLD2024-0289+ARCH & STRUC Plans+4.17.2024_12.25.34_PM+4202578294 293 C D rA1 HEIGHT CALCULATION :�y I" = zoo GROUND FLR EL. 292 B 11.5 HEIGHT CALCULATION A= 292 B= 291 .5 C= 294 D= 293 TOTAL= 1 170.5 GRADE=292.G ACTUAL=3 I G.3 MAXIMUM=317.3 NORTH EAST ELEVATION 3/3 2" = I -0" LOT DEPTH 87'-6" i / i 10'-0" — + E Sf l ; Ib5 I I I I �I MOOD FENCE �7 / I \\ / 45'-10" #00418800001501 COVERED PORChi LOT WIDTH I �' 114'-6" I � � I 46-10" it / /I j CONC.I WOOD 4` 7 5, FENCE � I I I25'-211 SETBACK 29 1 10'-0" C al DRIVXWAY 400 5F \- 291.5 ____� 2ND STORY PROPOSED EXG.HOU5E ADDITION 179G 51' 447 SF i PORCH 285 51' -------------293 LOT DEPTH 143'-0" I I 1 1 I 1 1 I li (:: V VICINITY PLAN 1 1 1 1 i I I I LOT V IDTH I \14'-9" All, I 1 I I I \\ I♦ I I I I j \ i ♦ I I I GRAVL ` j ♦1 1 P55 I � I ENCE \ % ♦ ®SITE PLAN 1" = 20' ACCE55 AND UTILITY EASEMENT 18800001502 6"P55 ZONING DATA LOT DATA LOT COVERAGE PROJECT DESCRIPTION: LOT WIDTH 127 FT 2ND FLOOR ADDITION LOT DEPTH 143 FT •-• LOT SIZE 13,200 SF 1; 35% 4,G20 SF PROJECT ADDRESS: s EXISTING STRUCTURES 1,990 51' 18210 88TH AVE W TOTAL 1,990 5F EDMONDS, WA 9802G ►; �r r 15.08 % PARCEL#: 00415500001501 •L " EXISTING STRUCTURES LEGAL DESCRIPTION: DRIVEWAY 400 SF SECTION 18 TOWNSHIP 27 RANGE 4 MAIN HOUSE 1 345 5F QUARTER NW DOBSON PARK BILK 00 EXISTING GARAGE 450 SF D-0 I -TH PTN LOT 15 DAF- BEG SW r COP, SD LOT TH NO 1 *02 1 GE ALG W FRONT COVERED PORCH I G4 SF LN LOT 15 1 15FT TO I NT WITH N LN COVERED PORCH 392 5F OF 5 1 1 5FT 5D LOT TH 589* 17 34E y" CONCRETE PATIO 477 SF PLW5 LN 5D LOT 87.71 FT TH -924*44 SHED 90 5F 55E 1 27.3G FT TO INT WITH 5 LN 5D SHED 105 5F LOT TH N89* 17 34W ALG 5D 5 LN TOTAL 3,423 5F 1 43. 1 1 FT TO FOB AKA LOT B PER 2G % CITY OF ED 5P NO 5-25-75 REC UND AFN 2415827 BEING A PTN OF LOT • ° , ''I' r FAR 15 OF EX5PLAT ZONE: R5-10 EXISTING FIRST FLOOR 1310 5F LOT 5F: 12,G30 5F EXISTING GARAGE 409 SF EX15TING 2ND FLOOR 9G4 SF 2ND FLOOR ADDITION 41 G 5F TEAM NOTES TOTAL 3099 5F APPLICANT: ADDITION EILEEN KELLY 241 13 5GTH AVE W SECOND STORY ADDITION 4G0 SF MOUNTLAKE TERRACE, WA 98043 EILEEN.KATELIEP,@OUTLOOK.COM SETBACKS REQUIRED OWN ER: FRONT 25 FT REAR 20 FT ZACHARY * DANIELLE PETSCHL 51DE 10 FT 18210 88TH AVE W 51DE 10 FT EDMONDS, WA 9802G DANI ELLEPETSH CH L@ COMCAST. NET HEIGHT REQUIREMENTS MAX HEIGHT 25 FT DESIGNER EILEEN KELLY 241 13 5GTH AVE W MOUNTLAKE TERRACE, WA 98043 EILEEN.KATELIEK@OUTLOOK.COM STRUCTURAL ENGINEER SOUND STRUCTURAL SOLUTIONS 241 13 5GTH AVE W MOUNTLAKE TERRACE, WA, 98043 425.778. 1023 Inbox@555encg.com i Fh r292 ` DRAWING INDEX 5 SITE PLAN ' N GENERAL NOTES A I .0 EXG. FLOOR PLANS - - ' A 1 . 1 EXG. FLOOR PLANS \ A2.0 EXG. ELEVATIONS \ \ -- -- A I .2 PROPOSED MAIN FLOOR PLAN Lu Q A 1.3 PROPOSED SECOND FLOOR PLAN A 1.4 ROOF PLAN A2. I PROPOSED ELEVATIONS A3.0 SECTIONS A4.0 DETAILS .--------_____ _ _-- 5 5TRUCTURAL5 REFER TO SHEET N I/N2 FOR GENERAL NOTES CONDITIONS A T E L I E R PROJECT PET5CHL ADDITION ADDRE55 18210 88th AVE W EDMOND5, WA 9602G DATE 24-04-17 KA-C-O I GENERAL NOTES (THE FOLLOWING APPLY UNLESS NOTED OTHERWISE ON THE PLANS) I IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME FULLY AWARE OF ANY AND ALL CONDITIONS RELATED TO THE SITE AND EXISTING CONDITIONS THAT MAY EFFECT THE COST OR SCHEDULING OF CONSTRUCTION ACTIVITIES PRIOR TO SUBMITTING BID. 2 ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE FOLLOWING APPLICABLE CODES USED IN THE DESIGN: 2018 INTERNATIONAL RESIDENTIAL CODE 2018 WASH INGTON STATE ENERGY CODE 2016 SRC M 1 507 WHOLE HOUSE VENTILATION SEATTLE STORMWATER, GRADING AND DRAINAGE CONTROL CODE. 3 CONTRACTOR: SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND 4 DO NOT SCALE DRAWINGS OR DETAILS - USE GIVEN DIMENSIONS. CHECK DETAILS FOR LOCATION OF ALL ITEMS NOT DIMENSIONED ON PLANS. DOOR AND CASED OPENINGS WITHOUT DIMENSIONS ARE TO BE SIX (G) INCHES FROM FACE OF ADJACENT WALL OR CENTERED BETWEEN WALLS UNLESS NOTED OTHERWISE. 5 INSTALL DUST BARRIERS AND OTHER PROTECTION AS REQUIRED TO PROTECT INSTALLED FINISHES AND FACILITIES. G PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE INSTALLATION OF THEIR WORK. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND THE CONSULTING ENGINEER(S) OR OTHER SUPPLEMENTARY DRAWINGS SHALL BE BROUGHT TO THE OWNERS ATTENTION IN WRITING. 7 CONTRACTOR: SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURAL COMPONENT5 UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 8 CONTRACTOR: SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. 9 DRAWINGS: INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. 10 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/DESIGNER. I I ALL WOOD PLATES: IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE. PROVIDE 2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. 12 THERE SHALL BE NO EXPOSED PIPE, CONDUITS, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS NOTED AS EXPOSED CONSTRUCTION ON THE DRAWINGS. OFFSET STUDS WHERE REQUIRED, SO THAT FINISHED WALL SURFACE WILL BE FLUSH. 13 PRESSURE TREATED LUMBER: ALL FASTENERS AND CONNECTORS THAT ARE IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED WITH A MINIMUM COATING OF G90 (.90oz/sf) PERASTM AI 23 AND/OKASTM AI 53. 304 OR 31G 14 STAINLESS STEEL MAY BE SUBSTITUTED IN LIEU OF GALVANIZED PRODUCTS. NO STAINLESS STEEL PRODUCTS SHALL COME IN CONTACT WITH GALVANIZED PRODUCTS. 15 CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. I G ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR EXPOSED WEATHER SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE UNLE55 DECAY RESISTANT HEARTWOOD OF CEDAR OR REDWOOD 15 USED. FASTENERS FOR PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. 17 PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS. 18 STRUCTURAL, ELECTRICAL, MECHANICAL AND ENERGY NOTES ARE LOCATED WITHIN THIS SET OF DRAWINGS. 19 THE CONTRACTOR IS TO VERIFY THE LOCATION OF ALL UTILITIES AND SERVICES TO THE 51TE PRIOR TO BEGINNING ANY SITE IMPROVEMENTS. 20 NO MATERIALS FROM THE WORK ARE TO BE STOCK PILED ON THE PUBLIC RIGHT-OF-WAYS. ALL RUBBISH AND DEBRIS IS TO BE REMOVED FROM THE SITE. 2 1 ADJACENT PROPERTIES, 5TREET5 AND WALKS ARE TO BE PROJECTED FROM DAMAGE AT ALL TIMES. 22 CONSTRUCTION BARRICADES: PROVIDE CONSTRUCTION BARRICADE AS REQUIRED TO KEEP PUBLIC AND EMPLOYEES SAFE, FOLLOWING ALL APPLICABLE FEDERAL, STATE AND CITY CODES AND REGULATIONS. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES DURING THE COURSE OF THE PROJECT. 23 APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY ANY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, AGENDA AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. SAID PLANS ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. 24 CONTRACT DOCUMENTS WHICH DESCRIBE EXISTING CONSTRUCTION HAVE BEEN BASED ON FIELD INSPECTION AND OWNER SUPPLIED DOCUMENTS, BUT NOT BASED ON EXTENSIVE FIELD MEASUREMENTS, OPENING OF CONCEALED CONDITIONS OR EXCAVATED OF BURIED ITEMS. EXISTING CONDITIONS DO NOT ACCURATELY FOLLOW THE ORIGINAL CONSTRUCTION DRAWINGS. THESE DRAWINGS ARE INTENDED AS A GUIDE TO THE CONTRACTOR WHO SHALL VERIFY DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH WORK. 25 CONTRACTOR TO MAINTAIN IN FORCE AT ALL TIMES, INSURANCE AS REQUIRED BY ARTICLE II OF THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, AIA DOCUMENT A201 . CERTIFICATES EVIDENCING SAID INSURANCE SHALL BE PROVIDED TO THE OWNER, PRIORTO COMMENCEMENT OF ANY WORK. 2G THE CONTRACTOR AND/OR THE 5UB-CONTRACTOR5 SHALL APPLY FOR, OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND FEES EXCEPT FORTHE BUILDING PERMIT. 27 PLAN DIMENSIONS ARE TO FACE OF EXTERIOR STUD; INTERIOR WALLS ARE DIMENSIONED TO THE FACE OF INTERIOR STUD UNLESS NOTED OTHERWISE. CONTRACTOR IS TO REFER TO STRUCTURAL PLANS FOR FRAMING DIMENSIONS AND WILL ACCOUNT FORTHE REQUIRED CLEARANCES tTOLERANCES. 28 VERIFY LOCATION OF ALL EXISTING UTILITIES. CAP, MARK t- PROTECT AS NECESSARY TO COMPLY WITH THE WORK. 29 ALL ANGLES ARE 90 OR45 DEGREES OR MATCH EXISTING, UNLESS OTHERWISE NOTED. 30 REPETITIVE FEATURES MAY BE DRAWN OR NOTED ONLY ONCE, BUT SHALL BE PROVIDED AS IF DRAWN IN FULL. 31 PLACE ALL MECHANICAL OR ELECTRICAL WALL AND ROOF PENETRATIONS AT LOCATIONS AS INDICATED ON DRAWINGS. REVIEW WITH ARCHITECT ALL LOCATIONS PRIOR TO INSTALLATION. 32 ALL FLASHING AND SHEET METAL SHALL COMPLY WITH S.M.A.C.N.A. STANDARDS AND ALL APPLICABLE CODES. 33 REFERTO STRUCTURAL DRAWINGS FOR ADDITIONAL NOTES AND SYMBOLS. LAY OUT FRAMING TO ACCEPT ALL LIGHT FIXTURES, GRILLS AND DUCTS. PROVIDE FURRING AS REQUIRED TO CONCEAL MECHANICAL AND ELECTRJCAL WORK IN FINISHED AREAS. CONSULT ARCHITECT BEFORE COVERING ALL MECHANICAL AND ELECTRICAL WORK. 34 CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 35 REFERENCING OF GENERAL AND KEY NOTES 15 FOR CONTRACTOR CONVENIENCE ONLY AND DOES NOT LIMIT OR RESTRICT THEIR APPLICATION. 3G COORDINATION: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND COORDINATION OF THE WORK OF ALL TRADES TO ASSURE COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS. 37 THESE NOTES ARE IN ABBREVIATE FORM. THE INTENT IS TO FURTHER DEFINE THOSE AREAS OF WORK NO CLEARLY DELINEATED ON THE DRAWINGS. THE QUALITY OF WORKMAN5HIPTHKOUGHOUT SHALL BE FIRST CLASS AND ALL MATERIALS SHALL MEET OR EXCEED THE NORMAL INDUSTRY STANDARDS APPLICABLE IN EACH CASE. 38 BUILDING ENCLOSURE: RCW G4.55.010 - THE BUILDING ENCLOSURE INCLUDES, BUT 15 NOT LIMITED TO, PORTIONS OF ROOFS, WALLS, BALCONY SUPPORT COLUMNS, DECKS, WINDOWS, DOORS, VENTS, AND OTHER PENETRATIONSTHROUGH EXTERIOR WALLS WHICH WATERPROOF, WEATHERPROOF, OR OTHERWISE PROTECT THE BUILDING OR ITS COMPONENTS FROM WATER OR MOISTURE INTRUSION. 39 ALL SIDING METHODS MUST HAVE A WEATHER RESISTIVE BARRIER THAT MEETS THE REQUIREMENTS OF 2015 IRC R703.2. GENERAL WEATHER PROTECTION FOKTHE ENTIRE PROJECT MUST MEET THE REQUIREMENTS OF IRC 2016 R903. 40 ALL CEILING HEIGHTS MUST MEET THE REQUIREMENTS OF 2015 IRC R305. 501 L5 * 51TE WORK I PER 401 .4 (SITE -SPECIFIC GEOTECHNICAL REPORTS SHALL GOVERN) 2 EXCAVATION CUTS ARE TO BE NO STEEPER THAN 1 : 1 , HORIZONTAL TO VERTICAL. [H I :V I ] U.N.O. ADDITION MIN. I' HORIZONTAL DISTANCE FOR WORKING CLEARANCE. 3 3. FILL TO BE FREE OF DEBRIS, ORGANIC CONTAMINANTS AND ROCK FRAGMENTS LARGERTHAN G INCHES. USE FREE -DRAINING SAND OR SAND AND GRAVEL CONDITIONED TO APPROPRIATE MOISTURE CONTENT FOR ADEQUATE COMPACTION. FILL SHALL CONTAIN NO MORE THAN 5% FINES RELATIVE TO THE FRACTION PASSING THE 3/4" SIEVE. FOR HOUSE, SLAB OR PAVEMENT AREAS, COMPACTION OF FILL TO BE AT LEAST 95% OF THE MAXIMUM DRY DENSITY (MDD) PER ASTM D-1557 TESTING PROCEDURES. UTILITY TRENCH BACKFILL IN SETTLEMENT -SENSITIVE AREAS TO BE COMPACTED AT LEAST 90% OF THE MDD, EXCEPT FOR THE TOP 2 FEET WHICH SHOULD BE COMPACTED TO 95% OF THE MDD. 4 4. STRUCTURAL FILL TO BE PLACED IN LOOSE LAYERS OF NOT MORE THAN 8" LAYERS FOR HEAVY EQUIPMENT, OR 4" FOR LIGHTWEIGHT COMPACTION EQUIPMENT. FILL SHOULD BE CONDITIONED TO THE PROPER MOISTURE CONTENT FOR COMPACTION. COMPACT EACH LIFT BEFORE PLACING SUBSEQUENT LAYERS 5 5. FOR FOOTINGS SUPPORTED ON STRUCTURAL FILL, THE ZONE OF STRUCTURAL FILL SHOULD EXTEND LATERALLY OUT FROM THE LOOTING EDGES A DISTANCE AT LEAST EQUAL TO THE THICKNESS OF THE STRUCTURAL FILL. STRUCTURAL FILL PLACED BENEATH FOOTING SHOULD BE COMPACTED TO AT LEAST 95% OF THE MDD IN ACCORDANCE WITH ASTM D-I 557. G G. ALL EXTERIOR AND INTERIOR FOOTINGS TO BE AT LEAST 18" AND 12" RESPECTIVELY BELOW THE LOWEST FINISHED ADJACENT GRADE. 7 7. CRAWL SPACE PER R408. R302.5 OPENING PROTECTION R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION I OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5. 1 THROUGH R302.5.3. 2 OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 1 3/ 8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 3 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 2G GAGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4 PENETRATIONS THROUGH THE SEPARATION REQUIRED IN SECTION R302.G SHALL BE PROTECTED AS REQUIRED BY SECTION R302. 1 1, ITEM 4. R302. 1 1 SOLID EI REBLOCKI NG IN COMBUSTIBLE CONSTRUCTION, SOLID FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. SOLID FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS: 1 IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: 2 VERTICALLY AT THE CEILING AND FLOOR LEVELS. 3 HORIZONTALLY AT INTERVALS NOT EXCEEDING I 0 FEET (3048 MM). 4 AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 5 IN CONCEALED SPACES BETWEEN STAIR STKINGER5 AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. G AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 1 3G REQUIREMENTS. 7 FORTHE SOLID FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION RI 003.1 9. 8 SOLID FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION R302.G DWELLING / GARAGE EIRE SEPARATION I THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.G. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5. THIS PROVISION DOES NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULARTO THE ADJACENT DWELLING UNIT WALL. SEPARATION a. FROM THE RESIDENCE AND ATTIC b. FROM ALL HABITABLE ROOMS ABOVE THE GARAGE c. STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS SECTION d. GARAGES LOCATED LESS THAN 3 FEET FROM A DWELLING UNIT ON THE SAME LOT. MATERIAL A. NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE B. NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT C. NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT D. NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA R302.7 UNDER -STAIR PROTECTION I ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (I 2.7 MM) GYPSUM BOARD. U.N.O R303 LIGHT, VENTILATION t- HEATING ALL HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE MINIMUM OPEN -ABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. EXCEPTIONS: a. THE GLAZED AREAS NEED NOT BE OPENA13LE WHERE THE OPENING IS NOT REQUIRED BY SECTION R31 0 AND AN APPROVED MECHANICAL VENTILATION SYSTEM CAPABLE OF PRODUCING 0.35 AIR CHANGE PER HOUR IN THE ROOM IS INSTALLED OR A WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM IS INSTALLED CAPABLE OF SUPPLYING OUTDOOR VENTILATION AIR OF 1 5 CUBIC FEET PER MINUTE (CFM) (78 L/5) PER OCCUPANT COMPUTED ON THE BA515 OF TWO OCCUPANTS FOR THE FIRST BEDROOM AND ONE OCCUPANT FOR EACH ADDITIONAL BEDROOM. b. THE GLAZED AREAS NEED NOT BE INSTALLED IN ROOMS WHERE EXCEPTION I ABOVE IS SATISFIED AND ARTIFICIAL LIGHT IS PROVIDED CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF G FOOTCANDLES (G5 LUX) OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES (7G2 MM) ABOVE THE FLOOR LEVEL. c. USE OF SUNKOOM ADDITIONS AND PATIO COVERS, AS DEFINED IN SECTION R202, SHALL BE PERMITTED FOR NATURAL VENTILATION IF IN EXCESS OF 40 PERCENT OF THE EXTERIOR SUNROOM WALLS ARE OPEN, OR ARE ENCLOSED ONLY BY INSECT SCREENING. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS OF NOT LESS THAN 3 SQUARE FEET (0.3 M2), ONE-HALF OF WHICH MUST BE OPEN -ABLE. EXCEPTION: THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT AND A MECHANICAL VENTILATION SYSTEM ARE PROVIDED. THE MINIMUM VENTILATION RATES SHALL BE 50 CUBIC FEET PER MINUTE (24 L/S) FOR INTERMITTENT VENTILATION OR 20 CUBIC FEET PER MINUTE (10 L/S) FOR CONTINUOUS VENTILATION. VENTILATION AIR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY TO THE OUTSIDE. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS. INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF EACH LANDING OF THE STAIRWAY. REQUIRED GLAZED OPENINGS SHALL OPEN DIRECTLY ONTO A STREET OR PUBLIC ALLEY, OR A YARD OR COURT LOCATED ON THE SAME LOT AS THE BUILDING. EXCEPTIONS: a. REQUIRED GLAZED OPENINGS MAY FACE INTO A ROOFED PORCH WHERE THE PORCH ABUTS A STREET, YARD OR COURT AND THE LONGER SIDE OF THE PORCH IS AT LEAST G5 PERCENT UNOBSTRUCTED AND THE CEILING HEIGHT IS NOT LESS THAN 7 FEET (21 34 MM). I-). EAVE PROJECTIONS SHALL NOT BE CONSIDERED AS OBSTRUCTING THE CLEAR OPEN SPACE OF AYARD OR COURT. c. REQUIRED GLAZED OPENINGS MAY FACE INTO THE AREA UNDER A DECK, BALCONY, BAY OR FLOOR d. CANTILEVER PROVIDED A CLEAR VERTICAL SPACE AT LEAST 3G INCHES (91 4 MM) IN HEIGHT IS PROVIDED. WHEN THE WINTER DESIGN TEMPERATURE IN TABLE R301.2(I) IS BELOW GO°F (IG°C), EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF G8°F (20°C) AT A POINT 3 FEET (914 MM) ABOVE THE FLOOR AND 2 FEET (G I 0 MM) FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS AT THE DESIGN TEMPERATURE. THE INSTALLATION OF ONE OR MORE PORTABLE SPACE HEATERS SHALL NOT BE USED TO ACHIEVE COMPLIANCE WITH THIS SECTION. R304 MIN. ROOM AREAS COMMON ROOM: 120 SF; COOKING + LIVING OR LIVING + SLEEPING: 150 SF KITCHENS ARE EXEMPT FROM MINIMUM AREA AND DIMENSIONS. SRC DEFINITION OF HABITABLE SPACE: K305 CEILING HEIGHT I HABITABLE SPACES/ROOMS, HALLWAYS, CORRIDORS, BATHROOM, TOILET ROOMS, LAUNDRY ROOMS AND BASEMENTS SHALL HAVE A CEILING HEIGHT NOT LESS THAN 7 FEET MEASURED FROM FINISH FLOOR TO FINISH CEILING. BEAMS AT LEAST 4 FEET ON CENTER CAN PROJECT INTO SPACE G INCHES. 2 SLOPED CEILINGS: NOT MORE THAN 50% OF THE REQUIRED FLOOR AREA OF A ROOM/SPACE IS PERMITTED TO HAVE A SLOPED CEILING LESS THAN 7 FEET OR A PORTION LESS THAN 5 FEET, (I.E. MINIMUM REQUIRED BEDROOM IS 70 SF PER R304.3, 50 AT LEAST 35 SF OF A BEDROOM NEEDS TO HAVE CEILING HEIGHTS OVER 7 FEET AND THE OTHER 35 SF OVER 5 FEET. 3 GARAGE REQUIREMENTS PER K309 4 ATTIC ACCESS PER R807 5 WEATHER PROTECTION PER K703 f R903 • • i' • - - • R307. 1 SPACE REQUIRED. FIXTURES SHALL BE SPACED IN ACCORDANCE WITH FIGURE R307. 1, AND IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION P2705. 1. 2 BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSOKBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN G FEET (I 829 MM) ABOVE THE FLOOR. R308 DOOR5 4� WINDOW5 I DOORS AS SELECTED BY OWNER, BUT MUST MEET CODE, EGRESS, HARDWARE, REQUIREMENTS AS PER BELOW: 2 SEE FLOOR PLANS FOR SIZES. RATING AND REQUIRED U-VALUES SHALL BE PER PLAN AND AS SET FORTH ON THIS SHEET. SEE SCHEDULES ATTACHED OR IN DRAWINGS. ALL EXTERIOR DOORS, WINDOWS AND SKYLIGHTS SHALL BE NFRC CERTIFIED AND SHALL MEET SEC SECTION R402.4.3. 3 ALL DWELLING UNITS SHALL HAVE DEAD -BOLTS THAT HAVE THUMB -TURN TO THE INSIDE. 4 ELECTRIC GARAGE DOOR TO BE INSTALLED BY COMPANY FAMILIAR WITH SAFETY REQUIREMENTS. 5 ALL DOORS WITH REQUIRED FIRE RATING SHALL COMPLY WITH PROVISIONS IN THIS SECTION, AND SHALL BE SELF CLOSING AND LATCHING WITH NO HOLD -OPENS. FIRE DOORS AND DAMPERS SHALL HAVE AN APPROVED LABEL OR LISTING MARK, IDENTIFYING THE FIRE -PROTECTION RATING PERMANENTLY AFFIXED AT THE FACTORY PER IBC/5BC 71 5.3.3 ALL TREATED DOORS TO HAVE 3 HINGES PER LEAF. WHEN SPRING HINGES ARE USED FOR SELF-CL051NG REQUIREMENTS, NOT LESS THAN HALF OF THE HINGES ARE TO BE SPRING HINGES. G ALL GLAZING WITHIN 24" OF A DOOR, OR WITHIN 18" FROM A FLOOR SURFACE TO BE TEMPERED, INCLUDING ANY GLA55 SHOWER OR TUB DOORS. ADDITIONALLY, GLAZING WITHIN 5 FEET OF THE BOTTOM OR TOP OF STAIRWAYS WHERE THE SILL 15 LESS THAN GO" AFF SHALL BE SAFETY GLAZED. IRC R308.3 $ 308.4 SPECIFIES OTHER HAZARDOUS LOCATIONS ALSO REQUIRING SAFETY GLAZING. 7 EGRESS WINDOWS FROM SLEEPING ROOMS AND BASEMENTS WITH HABITABLE SPACE W/O SLEEPING ROOM TO HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SF, MINIMUM OF 24" CLEAR HEIGHT, 20" MINIMUM CLEAR WIDTH, WITH MAXIMUM SILL HEIGHT OF 44" ABOVE FINISHED FLOOR PER IRC R3 10. 8 SKYLIGHTS PER R308.G 9 ALL DOORS CENTERED IN OPENINGS OR HALLWAYS OR WITH MINIMUM 4" RETURNS, UNLESS NOTED OTHERWISE. R3 1 0.1 EMERGENCY ESCAPE * RE5CUE I BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, EMERGENCY EGRESS AND RESCUE OPENINGS SHALL BE REQUIRED IN EACH SLEEPING ROOM. WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES (I 118 MM) ABOVE THE FLOOR. WHERE A DOOR OPENING HAVING A THRESHOLD BELOW THE ADJACENT GROUND ELEVATION SERVES AS AN EMERGENCY ESCAPE AND RESCUE OPENING AND IS PROVIDED WITH A BULKHEAD ENCLOSURE, THE BULKHEAD ENCLOSURE SHALL COMPLY WITH SECTION R3 1 0.3. THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE. EMERGENCY ESCAPE AND RESCUE OPENINGS WITH A FINISHED SILL HEIGHT BELOW THE ADJACENT GROUND ELEVATION SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R31 0.2. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY. a.EXCEPTION: BASEMENTS USED ONLY TO HOUSE MECHANICAL EQUIPMENT AND NOT EXCEEDING TOTAL FLOOR AREA OF 200 SQUARE FEET (18.58 M2). 2 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET (0.530 M 2). a. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET (0.4G5 M2). 3 THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES (G I 0 MM). 4 THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES (508 MM). 5 EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. R3 10.2 WINDOW WELLS I THE MINIMUM HORIZONTAL AREA OF THE WINDOW WELL SHALL BE 9 SQUARE FEET (0.9 M2), WITH A MINIMUM HORIZONTAL PROJECTION AND WIDTH OF 3G INCHES (914 MM). THE AREA OF THE WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. a. EXCEPTION: THE LADDER OR STEPS REQUIRED BY SECTION R3 1 0.2. 1 SHALL BE PERMITTED TO ENCROACH A MAXIMUM OF G INCHES (I 52 MM) INTO THE REQUIRED DIMENSIONS OF THE WINDOW WELL. 2 WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES (I 1 18 MM) SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR STEPS USABLE WITH THE WINDOW IN THE FULLY OPEN POSITION. LADDERS OR STEPS REQUIRED BY THIS SECTION SHALL NOT BE REQUIRED TO COMPLY WITH SECTIONS R31 1.7 AND R31 1.8. LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH OF AT LEAST 1 2 INCHES (305 MM), SHALL PROJECT AT LEAST 3 INCHES (7G MM) FROM THE WALL AND SHALL BE SPACED NOT MORE THAN 18 INCHES (457 MM) ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE WINDOW WELL. R3 1 1 . 1 M EAN5 Of EGRE55 ALL DWELLINGS SHALL BE PROVIDED WITH A MEANS OF EGRESS AS PROVIDED IN THIS SECTION. THE MEANS OF EGRESS SHALL PROVIDE A CONTINUOUS AND UNOBSTRUCTED PATH OF VERTICAL AND HORIZONTAL EGRESS TRAVEL FROM ALL PORTIONS OF THE DWELLING TO THE EXTERIOR OF THE DWELLING AT THE REQUIRED EGRESS DOOR WITHOUT REQUIRING TRAVEL THROUGH A GARAGE. 2 AT LEAST ONE EGRESS DOOR SHALL BE PROVIDED FOR EACH DWELLING UNIT. THE EGRESS DOOR SHALL BE SIDE -HINGED, AND SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32 INCHES (81 3 MM) WHEN MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES (1.57 PAD). THE MINIMUM CLEAR HEIGHT OF THE DOOR OPENING SHALL NOT BE LESS THAN 78 INCHES (1 981 MM) IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO THE BOTTOM OF THE STOP. OTHER DOORS SHALL NOT BE REQUIRED TO COMPLY WITH THESE MINIMUM DIMENSIONS. EGRESS DOORS SHALL BE READILY OPENABLE FROM INSIDE THE DWELLING WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 3 THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE DOOR SERVED. EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 3G INCHES (914 MM) MEASURED IN THE DIRECTION OF TRAVEL. EXTERIOR LANDINGS SHALL BE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2-PERCENT). a. EXCEPTION: EXTERIOR BALCONIES LESS THAN GO SQUARE FEET (5.G M2) AND ONLY ACCESSIBLE FROM A DOOR ARE PERMITTED TO HAVE A LANDING LESS THAN 3G INCHES (914 MM) MEASURED IN THE DIRECTION OF TRAVEL. 4 LANDINGS OR FLOORS AT THE REQUIRED EGRESS DOOR SHALL NOT BE MORE THAN 1 1/2 INCHES (36 MM) LOWER THAN THE TOP OF THE THRESHOLD. a. EXCEPTION: THE EXTERIOR LANDING OR FLOOR SHALL NOT BE MORE THAN 7 3/4 INCHES (1 9G MM) BELOW THE TOP OF THE THRESHOLD PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING OR FLOOR. 5 THE MINIMUM WIDTH OF A HALLWAY SHALL BE NOT LESS THAN 3 FEET (91 4 MM). R3 12 GUARDS t- WINDOW FALL R31 2.2. 1 WINDOWSILLS. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS THAN 24 INCHES (G I O MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES (1,529 MM) ABOVE THE FINISHED GRADE OR OTHERSURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: I OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH-DIAMETER (I 02 MM) SPHERE TO PASS THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. 3 OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION 831 2.2.2. R31 2.2.2 WINDOW OPENING CONTROL DEVICES. WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH A5TM F 2090. THE WINDOW OPENING CONTROL DEVICE, AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE R31 2.2.2 WINDOW OPENING CONTROL DEVICES. WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM F 2090. THE WINDOW OPENING CONTROL DEVICE, AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WIN-DOW UNIT TO LESS THAN THE AREA REQUIRED BY SECTION R310.2.1. GUARDS SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES (7G2 MM) MEASURED VERTICALLY TO THE FLOOR OK GRADE BELOW AT ANY POINT WITHIN 3G INCHES (914 MM) HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. 2 REQUIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR LANDINGS, SHALL BE NOT LESS THAN 42 INCHES (914 MM) HIGH MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE, ADJACENT FIXED SEATING OKTHE LINE CONNECTING THE LEADING EDGES OF THE TREADS. EXCEPTIONS: a. GUARD5 ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LE55 THAN 34 INCHES (8G4 MM) MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. b. WHERE THE TOP OF THE GUARD ALSO SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP OF THE GUARD SHALL NOT BE NOT LESS THAN 34 INCHES ((5G4 MM) AND NOT MORE THAN 38 INCHES (9G5 MM) MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. U.N.O 3 REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW PA -SAGE OF A SPHERE 4 INCHES (I 02 MM) IN DIAMETER. EXCEPTIONS: a. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF A STAIR, FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE G INCHES (1 53 MM) IN DIAMETER. I?. GUARDS ON THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4 3/8 INCHES (I I I MM) IN DIAMETER. 4 GUARDRAILS AND HANDRAILS TO WITHSTAND A 200 LB/5F CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. GUARDRAIL IN -FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIES NORMAL LOAD OF 50 LBS ON AN AREA EQUAL TO I SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENT. HANDRAILS TO BE BETWEEN 1-1/2" DIA. AND 2" DIA. WITH CLEARANCE OF 1-1/2" BETWEEN RAIL AND WALL SURFACE. MOUNT BETWEEN 34" AND 36" OFF STAIR NOSING. R3 1 1.7 STAIRWAYS STAIRWAYS SHALL NOT BE LESS THAN 3G INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES (I 14 MM) ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL NOT BE LESS THAN 31 1/2 INCHES (787 MM) WHERE A HANDRAIL 15 INSTALLED ON ONE SIDE AND 27 INCHES (G98 MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. a. EXCEPTION: THE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION K31 1 .7.9.1 . 2 THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE LESS THAN G FEET 8 INCHES (2032 MM) MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. a. EXCEPTION: WHERE THE N05INGS OF TREADS AT THE SIDE OF A FLIGHT EXTEND UNDER THE EDGE OF A FLOOR OPENING THROUGH WHICH THE STAIR PASSES, THE FLOOR OPENING SHALL BE ALLOWED TO PROJECT HORIZONTALLY INTO THE REQUIRED HEADROOM A MAXIMUM OF 4 3/4 INCHES (1 21 MM). 3 THE WALKLINE ACROSS WINDER TREADS SHALL BE CONCENTRIC TO THE CURVED DIRECTION OF TRAVEL THROUGH THE TURN AND LOCATED 12 INCHES (305 MM) FROM THE SIDE WHERE THE WINDERS ARE NARROWER. THE 1 2-INCH (305 MM) DIMENSION SHALL BE MEASURED FROM THE WIDEST POINT OF THE CLEAR STAIR WIDTH AT THE WALKING SURFACE OF THE WINDER. IF WINDERS ARE ADJACENT WITHIN THE FLIGHT, THE POINT OF THE WIDEST CLEAR STAIR WIDTH OF THE ADJACENT WINDERS SHALL BE USED. 4 STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF TH15 SECTION. FOR THE PURPOSE5 OF TH15 SECTION ALL DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR RUNNERS. 5 THE MAXIMUM RISER HEIGHT SHALL BE 7 3/4 INCHES (19G MM). THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RI5ER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). G THE MINIMUM TREAD DEPTH SHALL BE I 0 INCHES (254 MM). THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOKEM05T PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). CONSISTENTLY SHAPED WINDERS AT THE WALKLINE SHALL BE ALLOWED WITHIN THE SAME FLIGHT OF STAIRS AS RECTANGULAR TREADS AND DO NOT HAVE TO BE WITHIN 3/8 INCH (9.5 MM) OF THE RECTANGULAR TREAD DEPTH. WINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 10 INCHES (254 MM) MEASURED BETWEEN THE VERTICAL PLANES OF THE FOREM05T PROJECTION OF ADJACENT TREADS AT THE INTERSECTIONS WITH THE WALKLINE. WINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF G INCHES (1 52MM) AT ANY POINT WITHIN THE CLEAR WIDTH OF THE STAIR. WITHIN ANY FLIGHT OF STAIRS, THE LARGEST WINDER TREAD DEPTH AT THE WALKLINE SHALL NOT EXCEED THE SMALLEST WINDER TREAD BY MORE THAN 3/8 INCH (9.5 MM). 7 THE RADIUS OF CURVATURE AT THE NOSING SHALL BE NO GREATERTHAN 9/1 G INCH (14 MM). A NOSING NOT LESS THAN 3/4 INCH (19 MM) BUT NOT MORE THAN 1 1/4 INCHES (32 MM) SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) BETWEEN TWO STORIES, INCLUDING THE NOSING AT THE LEVEL OF FLOORS AND LANDINGS. BEVELING OF N051NG5 SHALL NOT EXCEED 112 INCH (I 2.7 MM). RISERS SHALL BE VERTICAL OR SLOPED UNDER THE TREAD ABOVE FROM THE UNDERSIDE OF THE NOSING ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES (0.51 PAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED, PROVIDED THAT THE OPENING BETWEEN TREADS DOES NOT PERMIT THE PASSAGE OF A 4-INCH DIAMETER (I 02 MM) SPHERE. EXCEPTIONS: a. A NOSING 15 NOT REQUIRED WHERE THE TREAD DEPTH IS A MINIMUM OF I I INCHES (279 MM). b. THE OPENING BETWEEN ADJACENT TREADS IS NOT LIMITED ON STAIRS WITH A TOTAL RISE OF 30 INCHES (7G2MM) OR LESS. 8 EXTERIOR WOOD/PLASTIC COMPOSITE STAIR TREADS. WOOD/PLASTIC COMPOSITE STAIR TREADS SHALL COMPLY WITH THE PROVISIONS OF SECTION R317.4. R3 1 1 .7.5 LANDING5 * SURFACE FOR STAIRWAYS THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGERTHAN 12 FEET (3G58 MM) BETWEEN FLOOR LEVELS OR LANDINGS. THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE WIDTH OF THE STAIRWAY SERVED. EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 3G INCHES (914 MM) MEASURED IN THE DIRECTION OF TRAVEL. a. EXCEPTION: A FLOOR OR LANDING IS NOT REQUIRED AT THE TOP OF AN INTERIOR FLIGHT OF STAIRS, INCLUDING STAIRS IN AN ENCLOSED GARAGE, PROVIDED A DOOR DOES NOT SWING OVERTHE STAIRS. 2 THE WALKING SURFACE OF TREADS AND LANDINGS OF STAIRWAYS SHALL BE SLOPED NO 5TEEPERTHAN ONE UNIT VERTICAL IN 48 INCHES HORIZONTAL (2-PERCENT SLOPE). - HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT W/ FOUR OR MORE RISERS. 2 HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 IN. (8G4 MM) � NOT MORE THAN 38 IN. (9G5 MM). EXCEPTIONS: a. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVERTHE LOWEST TREAD. b. WHEN HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION BETWEEN FLIGHTS, THE TRANSITION FROM HANDRAIL TO GUARDRAIL, OR USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE PERMITTED TO EXCEED THE MAXIMUM HEIGHT. 3 CONTINUITY. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2 INCH (38 MM) BETWEEN THE WALL AND THE HANDRAILS. EXCEPTIONS: a. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. b. THE USE OF A VOLUTE, TURNOUT, STARTING EASING ORSTARTING NEWEL SHALL BE ALLOWED OVERTHE LOWEST TREAD. 4 GRIP -SIZE. ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRASPABILITY. �l \%��II/// ��\,%%I I I ��,/�/ � � �; :� A T E L I E R PROJECT PET5CHL ADDITION ADDRE55 18210 88th AVE W EDMOND5, WA 9602G DATE 24-04-17 KA-N-0 I R3 12 GUARDS * WINDOW FALL R3 1 2.2. 1 WINDOW SILLS. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING 15 LOCATED LESS THAN 24 INCHES (G I 0 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES (1,529 MM) ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: I OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH-DIAMETER (102 MM) SPHERE TO PASS THROUGH THE OPENING WHERE THE OPENING 15 IN ITS LARGEST OPENED POSITION. 2 OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 3 OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION 8312.2.2. R31 2.2.2 WINDOW OPENING CONTROL DEVICES. WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM F 2090. THE WINDOW OPENING CONTROL DEVICE, AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE R31 2.2.2 WINDOW OPENING CONTROL DEVICES. WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH A5TM F 2090. THE WINDOW OPENING CONTROL DEVICE, AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WIN-DOW UNIT TO LESS THAN THE AREA REQUIRED BY SECTION F,310.2. 1. I GUARDS SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES (7G2 MM) MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 3G INCHES (914 MM) HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. 2 REQUIRED GUARDS AT OPEN-51DED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR LANDINGS, SHALL BE NOT LESS THAN 42 INCHES (914 MM) HIGH MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE, ADJACENT FIXED SEATING ORTHE LINE CONNECTING THE LEADING EDGES OF THE TREADS. EXCEPTIONS: a. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LE55 THAN 34 INCHES (8G4 MM) MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. b. WHERE THE TOP OF THE GUARD AL50 SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP OF THE GUARD SHALL NOT BE NOT LESS THAN 34 INCHES (8G4 MM) AND NOT MORE THAN 38 INCHES (9G5 MM) MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. U.N.O 3 REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW PA55AGE OF A SPHERE 4 INCHES (1 02 MM) IN DIAMETER. EXCEPTIONS: a. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF A STAIR, FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE G INCHES (1 53 MM) IN DIAMETER. b. GUARDS ON THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4 3/8 INCHES (I I I MM) IN DIAMETER. 4 GUARDRAILS AND HANDRAILS TO WITHSTAND A 200 LB/5F CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. GUARDRAIL IN -FILL COMPONENTS (ALL TH05E EXCEPT THE HANDRAIL), BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIES NORMAL LOAD OF 50 LB5 ON AN AREA EQUAL TO I SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENT. HANDRAIL5 TO BE BETWEEN 1-1/2" DIA. AND 2" DIA. WITH CLEARANCE OF 1-1/2" BETWEEN RAIL AND WALL SURFACE. MOUNT BETWEEN 34" AND 38" OFF STAIR N051NG. R3 14 SMOKE ALARMS I ALL SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. 2 HOUSEHOLD FIRE ALARM SYSTEMS INSTALLED IN ACCORDANCE WITH NFPA 72 THAT INCLUDE SMOKE ALARMS, OR A COMBINATION OF SMOKE DETECTOR AND AUDIBLE NOTIFICATION DEVICE INSTALLED AS REQUIRED BY THIS SECTION FOR SMOKE ALARMS, SHALL BE PERMITTED. THE HOUSEHOLD FIRE ALARM SYSTEM SHALL PROVIDE THE SAME LEVEL OF SMOKE DETECTION AND ALARM AS REQUIRED BY THIS SECTION FOR SMOKE ALARMS. WHERE A HOUSEHOLD FIRE WARNING SYSTEM IS INSTALLED USING A COMBINATION OF SMOKE DETECTOR AND AUDIBLE NOTIFICATION DEVICE(S), IT SHALL BECOME A PERMANENT FIXTURE OF THE OCCUPANCY AND OWNED BY THE HOMEOWNER. THE SYSTEM SHALL BE MONITORED BY AN APPROVED SUPERVISING STATION AND BE MAINTAINED IN ACCORDANCE WITH NFPA 72. • EXCEPTION: WHERE SMOKE ALARMS ARE PROVIDED MEETING THE REQUIREMENTS OF SECTION R3 14.4. 3 SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: • IN EACH SLEEPING ROOM. • OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. • ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. • WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. 4 WHEN ALTERATIONS, REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING DWELLINGS, THE INDIVIDUAL DWELLING UNIT SHALL BE EQUIPPED WITH SMOKE ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS. EXCEPTIONS: a. WORK INVOLVING THE EXTERIOR SURFACES OF DWELLINGS, SUCH AS THE REPLACEMENT OF ROOFING OR SIDING, OR THE ADDITION OR REPLACEMENT OF WINDOWS OR DOORS, OR THE ADDITION OF A PORCH OR DECK, ARE EXEMPT FROM THE REQUIREMENTS OF THIS SECTION. I?. INSTALLATION, ALTERATION OR REPAIRS OF PLUMBING OR MECHANICAL SYSTEMS ARE EXEMPT FROM THE REQUIREMENTS OF THI5 SECTION. 5 POWER SOURCE. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE, AND WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVEKCURRENT PROTECTION. SMOKE ALARMS SHALL BE INTERCONNECTED. EXCEPTIONS: G SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY OPERATED WHEN INSTALLED IN BUILDINGS WITHOUT COMMERCIAL POWER. 7 INTERCONNECTION AND HARD -WIRING OF SMOKE ALARMS IN EXISTING AREAS SHALL NOT BE REQUIRED WHERE THE ALTERATIONS OR REPAIRS DO NOT RESULT IN THE REMOVAL OF INTERIOR WALL OR CEILING FINISHES EXPOSING THE STRUCTURE, UNLESS THERE IS AN ATTIC, CRAWL SPACE OR BASEMENT AVAILABLE WHICH COULD PROVIDE ACCESS FOR HARD WIRING AND INTERCONNECTION WITHOUT THE REMOVAL OF INTERIOR FINISHES. R3 15 CARBON MONOXIDE ALARMS I FOR NEW CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL -FIRED APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. 2 WHERE WORK REQUIRING A PERMIT OCCURS IN EXISTING DWELLINGS THAT HAVE ATTACHED GARAGES OR IN EXISTING DWELLINGS WITHIN WHICH FUEL -FIRED APPLIANCES EXIST, CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R31 5. 1. 3 SINGLE STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WITH UL 2034 AND SHALL BE INSTALLED IN ACCORDANCE WITH THIS CODE AND THE MANUFACTURERS INSTALLATION INSTRUCTIONS. R3 17 WOOD DECAY PROTECTION I PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE -TREATED IN ACCORDANCE WITH AWPA U I FORTHE SPECIES, PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA U I . A. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18 INCHES (457 MM) OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES (305 MM) TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. B. ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES (203 MM) FROM THE EXPOSED GROUND. C. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER. D. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF LESS THAN 1/2 INCH (I 2.7 MM) ON TOPS, SIDES AND ENDS. E. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN G INCHES (I 52 MM) FROM THE GROUND OR LESS THAN 2 INCHES (5) MM) MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER. F. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE -PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. 2 FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 3 ALL WOOD IN CONTACT WITH THE GROUND, EMBEDDED IN CONCRETE IN DIRECT CONTACT WITH THE GROUND OR EMBEDDED IN CONCRETE EXPOSED TO THE WEATHER THAT SUPPORTS PERMANENT STRUCTURES INTENDED FOR HUMAN OCCUPANCY SHALL BE APPROVED PRESSURE -PRESERVATIVE -TREATED WOOD SUITABLE FOR GROUND CONTACT USE, EXCEPT UNTREATED WOOD MAY BE USED WHERE ENTIRELY BELOW GROUNDWATER LEVEL OR CONTINUOUSLY SUBMERGED IN FRESH WATER. PROVIDE BUILDING ENTRANCE LOCKS AND OBSERVATION PORTS AT APPROX. GO" AFF IN ACCORDANCE WITH THIS SECTION. SOUND TRANSMISSION CONTROL PER SEATTLE RESIDENTIAL CODE SECTION R330. SECURITY FROM CRIMINAL ACTIVITY: DEAD BOLT (MIN. 1/2" THROW) AND VIEWPOINT REQUIRED @ EXTERIOR DOORS. WINDOWS AND SLIDING DOORS WITHIN I O' OF GRADE SHALL BE PROVIDED WITH LATCHING DEVICES, ALL LOCKS SHALL BE OPEN ABLE WITHOUT SPECIAL KNOWLEDGE OR EFFORT. A. ASSEMBLIES SEPARATING DWELLING UNITS SHALL PROVIDE: • AT WALLS: AIRBORNE SOUND INSULATION AT STC 45 (OR MORE) PER, A5TM E 90. • AT FLOOR -CEILING AIRBORNE AND IMPACT SOUND INSULATION AT AN "IMPACT INSULATION CLASS" (IIC) OR MIN. 50 PER ASTM E 492 R33 1 SOUND TRANSMISSION CONTROL I ASSEMBLIES SEPARATING DWELLING UNITS SHALL PROVIDE: • AT WALLS: AIRBORNE SOUND INSULATION AT STC 50 (OR MORE) PER, ASTM E 90. • AT FLOOR -CEILING: AIRBORNE AND IMPACT SOUND INSULATION AT AN "IMPACT INSULATION CLASS" (IIC) OR MIN. 50 PER ASTM E 492 I AIR -BORNE SOUND: WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM PUBLIC OR SERVICE AREA5 SHALL HAVE A SOUND TRANSMISSION CLASS (5TC) OF NOT LES5 THAN 50 (45 IF FIELD TESTED). PENETRATIONS OR OPENINGS IN CONSTRUCTION ASSEMBLIES FOR PIPING, ELECTRICAL DEVICES, RECESSED CABINETS, BATHTUBS, SOFFITS, OR HEATING, VENTILATING OR EXHAUST DUCTS SHALL BE SEALED, LINED, INSULATED OR OTHERWISE TREATED TO MAINTAIN THE REQUIRED 5TC. UNIT ENTRY DOORS SHALL BE TIGHT FITTING TO THE FRAME AND SILL. UNIT ENTRY DOOR ASSEMBLIES SHALL HAVE A STC OF NOT LE55 THAN 26. SBC 1 207.2. 2 STRUCTURE -BORNE SOUND: FLOOR/CEILING ASSEMBLIES SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM PUBLIC OR SERVICE AREAS SHALL HAVE AN IMPACT INSULATION CLASS (ICC) RATING OF NOT LESS THAN 50 (45 IF FIELD TESTED) PER 3 JOINTS IN THE PERIMETER OF WALLS OR FLOOR/CEILING ASSEMBLIES SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM PUBLIC OR SERVICE AREAS SHALL BE ACOUSTICALLY SEALED WITH A PERMANENT RESILIENT MATERIAL APPROVED FOR SUCH PURPOSE. CONDUITS, DUCTS, PIPES AND VENTS WITHIN SUCH WALL OR FLOOR/CEILING ASSEMBLIES CAUSING VIBRATION SHALL BE REASONABLY ISOLATED FROM THE BUILDING CONSTRUCTION AT POINTS OF SUPPORT. ALL OPENINGS THROUGH WHICH SUCH ITEMS PA55 SHALL HAVE THE EXCESS OPENING FULLY SEALED. 5BC 1 207.3. 4 ELECTRICAL OUTLET BOXES SHALL NOT BE PLACED BACK-TO-BACK AND SHALL BE OFFSET BY NOT LESS THAN 12 INCHES FROM OUTLETS IN THE OPPOSITE WALL SURFACE. THE BACK AND SIDES OF BOXES SHALL BE SEALED WITH 1/6" RESILIENT SEALANT AND BACKED BY AT LEAST 2" THICK MATERIAL FIBER INSULATION. SEC 1207.3. 5 SPACES OR SHAFTS CONTAINING AIR CONDITIONING, REFRIGERATION OR VENTILATING EQUIPMENT, ELEVATOR MACHINERY, OR OTHER MECHANICAL EQUIPMENT SHALL BE SEPARATED BOTH VERTICALLY AND HORIZONTALLY FROM ADJOINING DWELLING UNITS BY CONSTRUCTION DESIGNED TO PROVIDE A MINIMUM STC RATING OF 50. 53C 1 207.G. G DESIGN AND MATERIALS FOR SOUND TRANSMISSION CONTROL SHALL NOT IMPAIR THE FIRE-RESISTANT INTEGRITY OF SEPARATING WALLS OR FLOOR/CEILING ASSEMBLIES. a. A55EMBLIE5 SEPARATING DWELLING UNITS SHALL PROVIDE: I?. AT WALLS: AIRBORNE SOUND INSULATION AT STC 45 (OR MORE) PER, ASTM E 90. c. AT FLOOR -CEILING AIRBORNE AND IMPACT SOUND INSULATION AT AN "IMPACT INSULATION CLASS" (IIC) OR MIN. 50 PER ASTM E 492 q I . A PERMANENT CERTIFICATE SHALL BE COMPLETED AND POSTED ON OR WITHIN THREE FEET OF THE ELECTRICAL DISTRIBUTION PANEL BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL. THE CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL OR OTHER REQUIRED LABELS. THE CERTIFICATE SHALL LIST THE PREDOMINANT RVALUE5 OF INSULATION INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION (SLAB, BELOW -GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; U-FACTORS FOR FENESTRATION AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING DONE ON THE BUILDING. WHERE THERE 15 MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL L15T THE VALUE COVERING THE LARGEST AREA. THE CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES OF HEATING, COOLING AND SERVICE WATER HEATING EQUIPMENT. I R402.4.3 AIR LEAKAGE OF FENESTRATION. WINDOWS, SKYLIGHTS AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FOOT (1.5 L/S/M2), AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FOOT (2.G L/S/M2), WHEN TESTED ACCORDING TO NFRC 400 OR AAMAWDMA/CSA 10I/1.5.2/A440 BY AN ACCREDITED, INDEPENDENT LABORATORY AND LISTED AND LABELED BY THE MANUFACTURER. 2 R402.4.4 RECESSED LIGHTING. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE TYPE IC - RATED AND CERTIFIED UNDER ASTM E283 AS HAVING AN AIR LEAKAGE RATE NOT MORE THAN 2.0 CFM (0.944 L/S) WHEN TESTED AT A 1.57 PSF (75 PA) PRESSURE DIFFERENTIAL AND SHALL HAVE A LABEL ATTACHED SHOWING COMPLIANCE WITH THIS TEST METHOD. ALL RECESSED LUMINAIRES SHALL BE SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING * THE INTERIOR WALL OR CEILING COVERING. 3 502.4.5 BUILDING AIR LEAKAGE TESTING: BUILDING ENVELOPE AIR LEAKAGE CONTROL SHALL BE CONSIDERED ACCEPTABLE WHEN TESTED TO HAVE AN AIR LEAKAGE TO NOT EXCEED 5 AIR CHANGES / HOUR WHEN TESTED WITH A BLOWER DOOR AT A PRESS OF 50 PASCALS (0.2 INCH W.G.). TESTING SHALL OCCUR AT ANY TIME AFTER ROUGH IN $ AFTER INSTALLATION OF PENETRATIONS OF THE BUILDING ENVELOPE, INCLUDING PENETRATIONS FOR UTILITIES, PLUMBING, ELECTRICAL, VENTILATION # COMBUSTION APPLIANCES * SEALING THEREOF. WHEN REQUIRED BY THE BUILDING OFFICIAL, THE TEST SHALL BE CONDUCTED IN THE PRESENCE OF DEPARTMENT STAFF. THE BLOWER DOOR TEST RESULTS SHALL BE RECORDED ON THE CERTIFICATE REQUIRED IN SECT. 105.4. FV/=T fTl IAIC. 1. ADDITIONS LESS THAN 500 SQUARE FEET. 2. ONCE VISUAL INSPECTION HAS CONFIRMED THE PRESENCE OF A GASKET (SEE SECTION 502.4), OPERABLE WINDOWS AND DOORS MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE FRAME PRIOR TO THE TEST. 3. SPECIFIC LEAKAGE AREA (SLA) SHALL BE CALCULATED AS FOLLOWS: SLA = (CFM50 X 0.055)/(CFA X 144). WHERE: 4. CFM50 = BLOWER DOOR FAN FLOW AT 50 PASCAL PRESSURE DIFFERENCE 5. CFA = CONDITIONED FLOOR AREA OF THE HOUSING UNIT DURING TESTING: 1. EXTERIOR WINDOWS AND DOORS, FIREPLACE AND STOVE DOORS SHALL BE CLOSED, BUT NOT SEALED. 2. DAMPERS SHALL BE CLOSED, BUT NOT SEALED; INCLUDING EXHAUST, INTAKE, MAKEUP AIR, BACK DRAFT, AND FLUE DAMPERS; 3. INTERIOR DOORS CONNECTING CONDITIONED SPACES SHALL BE OPEN; ACCESS HATCHES TO CONDITIONED CRAWL SPACES AND CONDITIONED ATTICS SHALL BE OPEN; DOORS CONNECTING TO UNCONDITIONED SPACES SHALL BE CLOSED BUT NOT SEALED; 4. EXTERIOR OPENINGS FOR CONTINUOUS OPERATION VENTILATION SYSTEMS AND HEAT RECOVERY VENTILATORS SHALL BE CLOSED AND SEALED; 5. HEATING AND COOLING SYSTEM(5) SHALL BE TURNED OFF; G. HVAC DUCTS SUPPLY AND RETURN REGISTERS SHALL NOT BE SEALED. A WRITTEN REPORT OF THE TEST RESULTS SHALL BE SIGNED BY THE TESTING PARTY AND PROVIDED TO THE BUILDING INSPECTOR PRIOR TO CALL FOR FINAL INSPECTION. R403 DUCTS t- PIPING • DUCTS AND AIR HANDLERS SHALL BE IN ACCORDANCE WITH SECTIONS R403.2. 1 THROUGH R403.2.3. • R403.2. 1 INSULATION (PRESCRIPTIVE). DUCTS SHALL BE INSULATED TO A MINIMUM OF R-8. EXCEPTION: DUCTS OR PORTIONS THEREOF LOCATED COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE. DUCTS LOCATED IN CRAWL SPACES DO NOT QUALIFY FORTHI5 EXCEPTION. • EXCEPTIONS: I AIR -IMPERMEABLE SPRAY FOAM PRODUCTS SHALL BE PERMITTED TO BE APPLIED WITHOUT ADDITIONAL JOINT SEALS. 2 WHERE A DUCT CONNECTION 15 MADE THAT IS PARTIALLY INACCESSIBLE, THREE SCREWS OR RIVETS SHALL BE EQUALLY SPACED ON THE EXPOSED PORTION OF THE JOINT SO AS TO PREVENT A HINGE EFFECT. 3 CONTINUOUSLY WELDED AND LOCKING -TYPE LONGITUDINAL JOINTS AND SEAMS IN DUCTS OPERATING AT STATIC PRESSURES LESS THAN 2 INCHES OF WATER COLUMN (500 PA) PRESSURE CLASSIFICATION SHALL NOT REQUIRE ADDITIONAL CLOSURE SYSTEMS. • DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH WSU PS-33, USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED. DUCT TIGHTNESS SHALL BE VERIFIED BY EITHER OF THE FOLLOWING: I POSTCONSTRUCTION TEST: TOTAL LEAKAGE SHALL BE LE55 THAN OR EQUAL TO 4 CFM PER 100 SQUARE FEET OF CONDITIONED FLOOR AREA WHEN TESTED AT A PRESSURE DIFFERENTIAL OF 0. I INCHES W.G. (25 PA) ACROSS THE ENTIRE SYSTEM, INCLUDING THE MANUFACTURERS AIR HANDLER ENCLOSURE. ALL REGISTER BOOTS SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST. LEAKAGE TO OUTDOORS SHALL BE LESS THAN OR EQUAL TO 4 CFM PER 100 SQUARE FEET OF CONDITIONED FLOORAREA. 2 ROUGH -IN TEST: TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 4 CFM PER 100 SQUARE FEET OF CONDITIONED FLOOR AREA WHEN TESTED AT A PRESSURE DIFFERENTIAL OF 0.1 INCHES W.G. (25 PA) ACROSS THE SYSTEM, INCLUDING THE MANUFACTURERS AIR HANDLER ENCLOSURE. ALL REGISTERS SHALL BE TAPED 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 SQUARE FEET (9.29 M2) OF CONDITIONED FLOOR AREA. 3 EXCEPTION: THE TOTAL LEAKAGE TEST 15 NOT REQUIRED FOR DUCTS AND AIR HANDLERS LOCATED ENTIRELY WITHIN THE BUILDING THERMAL ENVELOPE. DUCTS LOCATED IN CRAWL SPACES DO NOT QUALIFY FOR THIS EXCEPTION. • R403.2.2. 1 SEALED AIR HANDLER. AIR HANDLERS SHALL HAVE A MANUFACTURERS DESIGNATION FOR AN AIR LEAKAGE OF NO MORE THAN 2 PERCENT OF THE DESIGN AIR FLOW RATE WHEN TESTED IN ACCORDANCE WITH ASHRAE 1 93. • R403.2.3 BUILDING CAVITIES (MANDATORY).BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. INSTALLATION OF DUCTS IN EXTERIOR WALLS, FLOORS OR CEILINGS SHALL NOT DISPLACE REQUIRED ENVELOPE INSULATION. • R403.3 MECHANICAL SYSTEM PIPING INSULATION (MANDATORY). MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS ABOVE 105°F OR BELOW 55°F SHALL BE INSULATED TO A MINIMUM OF R-G. • R403.3.1 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. • R403.4 SERVICE HOT WATER SYSTEMS. ENERGY CONSERVATION MEASURES FOR SERVICE HOT WATER 5Y5TEM5 SHALL BE IN ACCORDANCE WITH SECTIONS R403.4.1 THROUGH R403.4.3. • R403.4. 1 CIRCULATING HOT WATER SYSTEMS (MANDATORY). CIRCULATING HOT WATER SYSTEMS SHALL BE PROVIDED WITH AN AUTOMATIC OR READILY ACCESSIBLE MANUAL SWITCH THAT CAN TURN OFF THE HOT WATER CIRCULATING PUMP WHEN THE SYSTEM IS NOT IN USE. • R403.4.2 HOT WATER PIPE INSULATION (PRESCRIPTIVE). INSULATION FOR HOT WATER PIPE SHALL HAVE A MINIMUM THERMAL RESISTANCE (R-VALUE) OF R-4. R403. 1 TEMPERATURE CONTROL I R403.1 CONTROLS (MANDATORY). AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM. a. K403. 1 . 1 PROGRAMMABLE THERMOSTAT. WHERE THE PRIMARY HEATING SYSTEM IS A FORCED -AIR FURNACE, AT LEAST ONE THERMOSTAT PER DWELLING UNIT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES OF THE DAY. THE THERMOSTAT SHALL ALLOW FOR, AT A MINIMUM, A 5-2 PROGRAMMABLE SCHEDULE (WEEKDAYSAYEEKENDS) AND BE CAPABLE OF PROVIDING AT LEAST TWO PROGRAMMABLE SETBACK PERIODS PER DAY. THIS THERMOSTAT SHALL INCLUDE THE CAPABILITY TO 5ET BACK OR TEMPORARILY OPERATE THE SYSTEM TO MAINTAIN ZONE TEMPERATURES DOWN TO 55°F (13°C) OR UP TO 85°F (29-C). THE THERMOSTAT SHALL INITIALLY BE PROGRAMMED WITH A HEATING TEMPERATURE SET POINT NO HIGHER THAN 70-F(2 I °C) AND A COOLING TEMPERATURE SET POINT NO LOWER THAN 78°F (2G°C). THE THERMOSTAT AND/OR CONTROL SYSTEM SHALL HAVE AN ADJUSTABLE DEADBAND OF NOT LESS THAN 10°F. b. P,403.1.2 HEAT PUMP SUPPLEMENTARY HEAT (MANDATORY). 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 407. AT FINAL INSPECTION THE AUXILIARY HEAT LOCK OUT CONTROL SHALL BE SET TO 35°F OR LESS. R404 LIGHTING * ELECTRICAL R404. 1 LIGHTING EQUIPMENT (MANDATORY) - SEC GOG AND SEC 505.1 • INTERIOR LIGHTING: MIN. 75% OF LIGHTING FIXTURES TO BE HIGH EFFICACY (PIN -BASED) • EXTERIOR LIGHTING : ALL LIGHTING FIXTURES TO BE HIGH EFFICACY (PIN BASED) I ELECTRICAL WORK SHALL BE PERFORMED IN A "BIDDER -DESIGN" MANNER. THE CONTRACTOR SHALL SUBMIT SUCH SYSTEMS SEPARATELY FOR PERMIT. 2 IT IS THE CONTRACTOR'S RESPONSIBILITY TO DESIGN SYSTEMS THAT MEET ALL REQUIREMENTS AND CODES. CONTRACTOR SHALL SUBMIT DRAWINGS, PAY FOR, AND OBTAIN PERMIT AND PERFORM WORK IN A MANNER THAT MEETS OR EXCEEDS THE RECOGNIZED WORKMANSHIP STANDARDS FOR THE INDUSTRY. 3 ALL DRAWINGS ARE TO BE 5U5MITTED FOR REVIEW AND APPROVAL TO THE OWNER BEFORE PERFORMING WORK. SPECIFIC ATTENTION IS TO BE PAID REGARDING OWNER -REQUESTED LOCATIONS OF ELECTRICAL, PHONE AND COMPUTER CABLING PORT LOCATIONS. 4 PROPER PROTECTION SHALL BE PROVIDED AROUND RECESSED LIGHT FIXTURES PER MANUFACTURER'S RECOMMENDATIONS SO THAT OVERHEATING WILL NOT OCCUR. RECESSED LIGHT FIXTURES TO BE IC RATED. KGO I. 1 MOISTURE CONTROL I CLA55 I OR II VAPOR RETARDER5 ARE REQUIRED FOR INTERIOKSIDE OF FRAME WALLS FOKZONE 4. EXCEPTIONS: a. BASEMENT WALLS b. BELOW GRADE PORTION OF ANY EXTERIOR WALL. c. CONSTRUCTION WHERE MOISTURE OR FREEZING WILL NOT DAMAGE THE MATERIALS. 2 CLASS III VAPOR RETARDERS SHALL BE PERMITTED WHERE ANYONE OF THE CONDITIONS IN TABLE KGO1 .3. 1 IS MET. 3 MATERIAL VAPOR RETARDER CLASS SHALL BE BASE ON THE MANUFACTURERS CERTIFIED TESTING OR TESTING ASSEMBLY. • THE FOLLOWING SHALL BE DEEMED TO MEET THE CLASS SPECIFIED: • CLA55 1: SHEET POLYPROPYLENE, UNPERFORATED ALUMINUM FOIL. • CLASS II: KRAFT-FACED FIBERGLASS BATTS. • CLASS III: LATEX OR ENAMEL PAINT. 4 VENTED CLADDING SHALL INCLUDE THE FOLLOWING MINIMUM CLEAR AIR SPACES. OTHER OPENINGS WITH THE EQUIVALENT VENT AREA SHALL BE PERMITTED. a. VINYL LAP OR HORIZONTAL ALUMINUM SIDING APPLIED OVER A WEATHER RESISTIVE BARRIER AS SPECIFIED IN TABLE K703.4. b. BRICK VENEER WITH A CLEAR AIRSPACE AS SPECIFIED IN SECTION R703.7.4.2. c. OTHER APPROVED VENTED CLADDINGS. R702 DRYWALL I PROVIDE 1/2" GYPSUM WALL BOARD FOR NON -RATED ASSEMBLIES AND 5/8" TYPE "X" GYPSUM WALL BOARD FOR I -HOUR RATED ASSEMBLIES WITH ALL EXPOSED JOINTS AND FASTENER HEADS SMOOTH AND FLUSH WITH SURFACE OF BOARD. JOINTS TAPED AND PREPARED FOR APPLICATION OF FINISH. USE WATER RESISTANT BOARD AT ALL WET AREAS TO 4-0" AFF. 2 "RECOMMENDED 5PECIFICATION5 FOR THE APPLICATION AND FINISHING OF GYPSUM BOARD," LATEST EDITION, AS PUBLISHED BY THE GYPSUM ASSOCIATION (ALSO PUBLISHED AS ANSI 97.1 AND "USING GYPSUM BOARD AND CEILING," LATEST EDITION). 3 WHEN GYPSUM BOARD IS USED AS A BASE FOR TILE OR WALL PANELS FOR TUB, SHOWER OR WATER CLOSET COMPARTMENT WALLS, WATER RE515TANT GYPSUM BACKING BOARD SHALL BE USED PER 5KC SECTION R702.4.2. R703.8 FLASHING APPROVED CORR0SION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN SUCH A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF ADHERED MEMBRANE5 USED AS FLASHING SHALL COMPLY WITH AAMA 771 . THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLA511INGS SHALL BE I 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 FORSUBSEQUENT DRAINAGE. 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, DECK OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. G AT WALL AND ROOF INTERSECTIONS. 7 AT BUILT-IN GUTTERS. GENERAL FLAShING NOTES I ALL FLASHING SYSTEMS SHALL CONFORM WITH APPLICABLE CODES AND 5.M.A.C.N.A. STANDARDS. ALL MATERIALS USED SHALL BE APPROVED FOR SUCH USE. ALL METALS USED SHALL BE OF APPROPRIATE COMPOSITION AND THICKNESS. ALL FLASHING FABRICATION SHALL BE PREFORMED BY A SMACNA APPROVED PROFESSIONAL CONTRACTOR / FABRICATOR. ALL FLASHING5 SHALL BE REVIEW AND APPROVED BY THE PROJECT ARCHITECT PRIOR TO FABRICATION. ALL SOLDERED JOINTS SHALL BE PRETESTED PRIOR TO FLASHING INSTALLATION. 2 DOOR AND WINDOW HEAD FLASHING: FLASHING EXTENDS UP THE WALL A MINIMUM OF 4 INCHES AND BEYOND THE OPENING A MINIMUM OF 4 INCHES EACH SIDE. FLASHING SHALL EXTEND OUT OVER FRAME OF WINDOW OR DOOR TRIM WITH A SLOPED SECTION HAVING END DAMS AND CONTINUE DOWN THE FACE OF FRAME ORTRIM A MINIMUM OF 1/2 INCH. FLASHING SHALL TERMINATE WITH A CLEAT OR HEMMED DRIP EDGE. ALL FLASHING SHALL BE BENT OR SOLDERED AT ALL INTERSECTIONS. 3 ONE LAYER OF SELF ADHERING FLASHING SHALL PRECEDE THE INSTALLATION OF METAL FLASHING - LAPPING WINDOW FLANGE OR DOOR FRAME AND EXTEND ABOVE THE TOP OF METAL FLASHING I INCH AND BEYOND THE SIDES OF THE METAL FLASHING BY ONE INCH. 4 ONCE METAL FLASHING HAS BEEN INSTALLED A SECOND LAY OF SELF ADHERING FLASHING SHALL BE APPLIED. THIS FLASHING SHALL LAP METAL FLASHING A MINIMUM OF 3 INCHES AND LAP UP WALL 3 INCHES AND 3 INCHES BEYOND EACH SIDE. 5 TWO LAYERS OF BUILDING PAPER OR APPROVED HOUSE WRAP SHALL THEN BE APPLIED TO EXTERIOR. G DOOR AND WINDOW JAMB FLASHING: JAMB FLASHING SHALL BE MADE UP OF SELF ADHERING FLEXIBLE FLASHING. THI5 FLEXIBLE FLASHING SHALL TUCK UNDER HEAD FLASHING ABOVE AND OVER SILL FLASHING BELOW. JAMB FLASHING WILL LAP OVER EXTERIOR FACE OF WALL A MINIMUM OF 2 INCHES (OVER THE TWO LAYERS OF BUILDING PAPER AND ONE LAYER OF UN - ADHESIVE FLEXIBLE FLASHING HAVING A MINIMUM WIDTH OF 9 INCHES.) AT WINDOWS A SECOND LAYER OF SELF ADHERING FLEXIBLE FLASHING SHALL BE APPLIED OVER WINDOW FLANGE - LAPPING FLANGE FULLY AND EXTENDING BEYOND FIRST LAYER OF FLASHING BY TWO INCHES HORIZONTALLY. 7 BLOCKING USE AT DOOR OR WINDOW JAMBS SHALL BE FULL DEPTH OF THE FRAME AND SLOPE TO THE EXTERIOR. 8 DOOR AND WINDOW 51LL FLASHING: FLASHING 51LL SHALL BE SLOPED 1/8 INCH PER INCH OF DEPTH TOWARD EXTERIOR. DEPTH OF FLASHING SHALL BE INTERIOR OF WINDOW FRAME 1/4 INCH TO ALLOW FOR SEALANT AT THIS LOCATION. DEPTH OF FLASHING SHALL BE DETERMINED BY THE DEPTH OF THE DOOR THRESHOLD - WITH THE SILL FLASHING TERMINATING UNDER THE THRESHOLD. SILL FLASHING SHALL HAVE A MINIMUM OF 5/8 INCH UP TURN DAM AT THE INTERIOR EDGE. SILL FLASHING SHALL LAP UP SIDES OF OPENING A MINIMUM OF 2 INCHES AND OVER THE EXTERIOR FACE OF OPENING 2 INCHES - SIDES AND BOTTOM. 9 IT 1.5 RECOMMENDED THAT THIS SILL FLASHING BE INSTALLED OVER THE TWO LAYERS OF BUILDING PAPER. ONE LAYER OF UN - ADHESIVE FLEXIBLE FLASHING WITH A MINIMUM HEIGHT OF 9 INCHES TO BE APPLIED TO WALL BELOW FLASHING. ONE LAYER OF SELF ADHESIVE SHALL BE APPLIED TO WINDOW OPENING AND LAP DOWN WALL OVER FIRST LAYER OF FLEXIBLE FLASHING A MINIMUM OF 2 INCHES. 10 ROOF TO WALL FLASHING: THE FLASHING MUST EXTEND UP THE WALL AND ONTO THE ROOF A MINIMUM OF 4 INCHES. NAIL THE FLASHING PIECES TO THE ROOF SHEATHING ABOVE THE TOP OF EACH SHINGLE COURSE. I I FLA5HING5 ARE GENERALLY FORMED IN 10 FOOT SECTIONS. SECTIONS SHOULD BE LAPPED 8 INCHES MINIMUM IN THE DIRECTION OF FLOW. THE TOP OF EACH SECTION SHOULD BE FASTENED WITH NAILS OF MATERIAL COMPATIBLE WITH THE FLASHING. 12 ROOF VALLEY FLASHING: THE VALLEY FLASHING SHOWN ON DRAWINGS IS OF AN OPEN TYPE, WHERE SOME OF THE FLASHING 15 EXPOSED TO VIEW. THE OPEN PORTION OF THE VALLEY SHOULD BE A MINIMUM OF 5 INCHES AND THE SHINGLES SHOULD LAP THE FLASHING A MINIMUM OF 5 INCHES (THE FLASHING SHOULD LAP EACH SECTION OF ROOF A MINIMUM OF I 0 INCHES). THE EDGES OF THE VALLEY FLASHING SHOULD BE FORMED WITH A HOOK EDGE AND CLEATED ON 24 INCH CENTERS. 13 ON ROOF PITCHES OVER G: 1 2 AND ON DISSIMILAR PITCHES, INCREASE THE INVERTED VEE ("V" CRIMP) IN THE VALLEY TO 2 INCH HEIGHT. 14 FLASHINGS ARE GENERALLY FORMED IN 10 FOOT SECTIONS. SECTIONS SHOULD BE LAPPED 8 INCHES MINIMUM IN THE DIRECTION OF FLOW. THE TOP OF EACH SECTION SHOULD BE FASTENED WITH NAILS OF MATERIAL COMPATIBLE WITH THE FLASHING. A 30 INCH WIDE FELT IS PLACED IN THE VALLEY. 15 THE FELT IN THE VALLEY SHOULD LAP G INCHES OVER THE UPPER END OF THE VALLEY FLASHING PIECES. THE ROOFING FELT SHOULD LAP OVER THE CLEATED EDGES OF THE FLASHING. I G COPPER (MINIMUM I GOZ.), OR STAINLESS STEEL (MINIMUM OF 0.01 8 INCHES) IS RECOMMENDED FOR VALLEY FLASHINGS. WHERE THE EXPECTED LIFE OF THE ROOF IS LESS THAN 15 YEARS, PRE -FINISHED OR GALVANIZED STEEL (MINIMUM 24 GAGE MAY BE USED - GALVANIZED FLASHING MUST BE PRE -PAINTED.) 17 ROOF EDGE FLASHING: THE METHOD FOR GABLE AND RAKE END FLASHING FOR A SHINGLE ROOF IS AS FOLLOWS. FLASHING IS FORMED IN SECTIONS AND 15 LAPPED IN THE DIRECTION OF FLOW. FLASHING EXTENDING 4 INCHES ON THE ROOF 15 NAILED TO THE SHEATHING 18 INCHES ON CENTER. A HEM IN THE ROOF FLANGE IS RECOMMENDED FOR SHAKE AND TILE ROOFING. FLASHING EXTENDING A MINIMUM OF 1-1/2 INCHES DOWN THE FACE OF FASCIA ENDING WITH A CONTINUOUS CLEATED OR HEMMED DRIP EDGE. FELT 15 LAPPED OVEKTHE FLASHINGS IN THIS APPLICATION. 18 ROOF PENETRATION FLASHING: MANY APPROVED PRE -MANUFACTURED ROOF PENETRATION FLA5HING5 ARE READILY AVAILABLE FOR A VARIETY OF ROOF PENETRATIONS. THESE SHALL BE USE FOR APPROVED LOCATIONS INTENDED BY THE MANUFACTURER AND INSTALLED PEP,5PECIFICATION5 PROVIDED BY THE MANUFACTURE. IF HOWEVER CUSTOM FLASHING 15 REQUIRED FORA ROOF PENETRATION THE FOLLOW SHALL APPLY. A SUITABLE / COMPATIBLE METAL SHALL BE USED. THE BASE FLANGE OF THE FLASHING SHALL EXTEND ONTO THE ROOF A MINIMUM OF 4 INCHES. ALL SEAMS AND JOINTS SHALL BE FULLY SOLDERED. THE FLASHING SHALL FORM A SHAPE THAT PREVENTS WATER INTRUSION-REFERTO S.M.A.C.N.A. STANDARDS. GENERAL MECHANICAL NOTES M 1 501 . 1 OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS IN ACCORDANCE WITH SECTION M 1 50G.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. EXCEPTION: WHOLE -HOUSE VENTILATION -TYPE ATTIC FANS THAT DISCHARGE INTO THE ATTIC SPACE OF DWELLING UNITS HAVING PRIVATE ATTICS SHALL BE PERMITTED. M 150G.3 EXHAUST OPENINGS. AIR EXHAUST OPENINGS SHALL TERMINATE NOT LE55 THAN 3 FEET (914 MM) FROM PROPERTY LINES; 3 FEET (914 MM) FROM OPERABLE t NON -OPERABLE [MECHANICAL] OPENINGS INTO THE BUILDING t I 0 FEET (3048 MM) FROM MECHANICAL AIR INTAKES EXCEPT WHERE THE OPENING IS LOCATED 3 FEET (914 MM) ABOVE THE AIR INTAKE. [MECHANICAL] OPENINGS SHALL COMPLY WITH SECTIONS R303.5.2 AND R303.G M 1 507.1 GENERAL. LOCAL EXHAUST AND WHOLE HOUSE VENTILATION SYSTEMS AND EQUIPMENT SHALL BE DESIGNED IN ACCORDANCE WITH THIS SECTION M 1 507.2 RECIRCULATION OF AIR. EXHAUST AIR FROM BATHROOMS AND TOILET KOOM5 SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO THE ATTIC, CRAWL SPACE AND OTHER AREAS INSIDE THE BUILDING. M 1 507.3 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM. WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE DESIGNED INACCORDANCE WITH SECTIONS M 1 507.3. 1 THROUGH M 1507.3.7.3 M 1 507.3. 1 SYSTEM DESIGNS. EACH DWELLING UNIT OR GUEST ROOM SHALL BE EQUIPPED WITH A VENTILATION SYSTEM COMPLYING WITH SECTION M 1507.3.4, M 1 507.3.5, M 1 507.3.G, M 1 507.3.7. COMPLIANCE 15 AL50 PERMITTED TO BE DEMONSTRATED THROUGH COMPLIANCE WITH THE INTERNATIONAL MECHANICAL CODE. M 1 507.3.2 CONTROL AND OPERATION. I LOCATION OF CONTROLS. CONTROLS FOR ALL VENTILATION SYSTEMS SHALL BE READILY ACCESSIBLE BY THE OCCUPANT. 2 INSTRUCTIONS. OPERATING INSTRUCTIONS FOR WHOLE -HOUSE VENTILATION SYSTEMS SHALL BE PROVIDED TO THE OCCUPANT BY THE INSTALLER OF THE SYSTEM. 3 LOCAL EXHAUST SYSTEMS. LOCAL EXHAUST SYSTEMS SHALL BE CONTROLLED BY MANUAL SWITCHES, HUMIDI5TAT, TIMERS, OR OTHER APPROVED MEANS 4 CONTINUOUS WHOLE -HOUSE VENTILATION SYSTEM. CONTINUOUS WHOLE -HOUSE VENTILATION SYSTEM SHALL OPERATE CONTINUOUSLY. EXHAUST FANS, FORCED AIR SYSTEM FANS, OR SUPPLY FANS SHALL BE EQUIPPED WITH "FAN ON- AS OVERRIDE CONTROLS. CONTROLS SHALL BE CAPABLE OF OPERATING THE VENTILATION SYSTEMS WITHOUT ENERGIZING OTHER ENERGY CONSUMING DEVICES. A LABEL SHALL BE AFFIXED TO THE CONTROLS THAT READS " WHOLE HOUSE VENTILATION(5EE OPERATING INSTRUCTIONS).- 5 INTERMITTENT WHOLE -HOUSE VENTILATION SYSTEMS. INTERMITTENT WHOLE -HOUSE VENTILATION 5YSTEM5 SHALL COMPLY WITH THE FOLLOWING: • 5. 1. THEY SHALL BE CAPABLE OF OPERATING INTERMITTENTLY AND CONTINUOUSLY. • 5.2. THEY SHALL HAVE CONTKOL5 CAPABLE OF OPERATING THE EXHAUST FANS, FORCED AIR SYSTEM FANS, OR SUPPLY FANS WITHOUT ENERGIZING OTHER ENERGY- CONSUMING APPLIANCES. • 5.3. THE VENTILATION RATE SHALL BE ADJUSTED ACCORDING TO THE EXCEPTION IN SECTION M 1 507.3.3 • 5.4. THE SYSTEM SHALL BE DESIGNED SO THAT IC CAN OPERATE AUTOMATICALLY BASED ON THE TYPE OF CONTROL TIMER INSTALLED. • 5.5. THE INTERMITTENT MECHANICAL VENTILATION SYSTEM SHALL OPERATE AT LEAST ONE HOUR OUT OF EVERY FOUR. • 5.G. THE SYSTEM SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL, SUCH AS A 24-HOUR CLOCK TIMER. • 5.7. AT THE TIME OF FINAL INSPECTION, THE AUTOMATIC CONTROL SHALL BE SET TO OPERATE THE WHOLE -HOUSE FAN ACCORDING TO THE SCHEDULE USED TO CALCULATE THE WHOLE -HOUSE FAN 51ZING I �1 - � \� �`��///,/Z�_ �-, I I , " ,%%III/, o' ,-, � � � _� A T E L I E R PROJECT PETSCHL ADDITION ADDRESS 18210 88th AVE W EDMONDS, WA 9602G DATE 24-04-17 KA-N-02 • 5.8. A LABEL SHALL BE AFFIXED TO THE CONTROL THAT READS " WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS). " • M 1507.3.2.1 OPERATING INSTRUCTIONS. INSTALLERS SHALL PROVIDE THE MANUFACTURER'S INSTALLATION, OPERATION INSTRUCTIONS, AND A WHOLE- HOUSE VENTILATION SYSTEM OPERATION DESCRIPTION M 1 507.3.3 MECHANICAL VENTILATION RATE. THE WHOLE -HOUSE VENTILATION SYSTEM SHALL PROVIDE OUTDOORAIRTO EACH HABITABLE SPACE AT A CONTINUOUS RATE AT A CONTINUOUS RATE OF NOT LESS THAN THAT DETERMINED IN ACCORDANCE WITH TABLE M 1 507.3.3(I ). EXCEPTION: THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM IS PERMITTED TO OPERATE INTERMITTENTLY WHERE THE SYSTEM HAS CONTROLS THAT ENABLE OPERATION FOR NOT LESS THAN 25-PERCENT OF EACH 4-HOUR SEGMENT AND THE VENTILATION RATE PRESCRIBED IN TABLE M 1 507.3.3(I) IS MULTIPLIED BY THE FACTOR DETERMINED IN ACCORDANCE WITH TABLE M 1507.3.3(2). M 1 507.3.4 WHOLE -HOUSE VENTILATION USING EXHAUST FANS. THIS SECTION ESTABLISHES MINIMUM PRESCRIPTIVE REQUIREMENTS FOR WHOLE -HOUSE VENTILATION SYSTEMS USING EXHAUST FANS. A SYSTEM WHICH MEETS ALL THE REQUIREMENTS OF THIS SECTIONS SHALL BE DEEMED TO 5AT15FY THE REQUIREMENTS FOR A WHOLE- HOUSE VENTILATION SYSTEM. M 1507.3.4.1 WHOLE -HOUSE VENTILATION FANS. EXHAUST FANS PROVIDING WHOLE -HOUSE VENTILATION SHALL HAVE A FLOW RATING AT 0.25 INCH WATER GAUGE AS 5PECIFIED IN TABLE M 1 507.3.3(I ). MANUFACTURERS FANS FAN FLOW RATINGS SHALL BE DETERMINED IN ACCORDANCE ACCORDING TO HVI 91 G HOME VENTILATION INSTITUTE AIRFLOW TEST PROCEDURE OR AMCA 2 10, LABORATORY METHODS OF TESTING FANS FOR CERTIFIED AERODYNAMIC PERFORMANCE RATING. M 1507.3.4.2 FAN NOISE. WHOLE -FANS LOCATED 4 FEET (1 219.2 MM) OR LESS FROM THE INTERIOR GRILLE SHALL HAVE A SONE RATING OF 1.0 OR LESS MEASURED AT 0.1 INCHES WATER GAUGE. MANUFACTURERS NOISE RATINGS SHALL BE DETERMINED AS PER HVI 915 HOME VENTILATION INSTITUTE LOUDNESS TESTING AND RATING PROCEDURE. REMOTELY - MOUNTED FANS SHALL BE ACOUSTICALLY ISOLATED FROM THE STRUCTURAL ELEMENTS OF THE BUILDING AND FROM ATTACHED DUCTWORK USING INSULATED FLEXIBLE DUCT OK OTHER APPROVED MATERIAL. M 1507.3.4.3 FAN CONTROLS. THE WHOLE -HOUSE VENTILATION FAN SHALL MEET THE REQUIREMENT SECTIONS M 1 507.3.2 AN D M 1507.3.2.1 M 1507.3.4.4 OUTDOOR AIR INLETS. OUTDOOR AIR SHALL BE DISTRIBUTED TO EACH HABITABLE SPACE BY INDIVIDUAL OUTDOOKAIR INLETS. WHERE OUTDOORAIK5UPPLIES ARE SEPARATED FROM EXHAUST POINTS BY DOORS, PROVISIONS SHALL BE MADE TO ENSURE AIR FLOW BY INSTALLATION OF DISTRIBUTION DUCTS, UNDERCUTTING DOORS, INSTALLATION OF GRILLES, TRANSOMS, OR SIMILAR MEANS. DOORS SHALL BE UNDERCUT TO A MINIMUM OF %2 INCH (912.7 MM) ABOVE THE SURFACE OF THE FINISH FLOORCOVERING. INDIVIDUAL ROOM OUTDOOR AIR INLETS SHALL: I HAVE CONTROLLABLE AND SECURE OPENINGS; 2 BE SLEEVED OR OTHERWISE DESIGNED 50 AS NOT TO COMPROMISE THE THERMAL PROPEKTIE5 OF THE WALL OR WINDOW IN WHICH THEY ARE PLACED; 3 PROVIDE NOT LESS THAN 4 SQUARE INCHES (2561 MM2) OF NET FREE AREA OF OPENING FOR EACH HABITABLE SPACE. ANY INLET OR COMBINATION OF INLETS WHICH PROVIDE 10 CFM AT 10 PASCALS ARE DEEMED EQUIVALENT TO 4 SQUARE INCHES (2551 MM2) OF NET FREE AREA. 4 INLETS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY LEAVES OR OTHER MATERIAL. 5 OUTDOOR AIR INLETS SHALL BE LOCATED SO AS NOT TO TAKE AIR FROM THE FOLLOWING AREAS: G 3.1 . CLOSER THAN 10 FEET (3045 MM) FROM AN APPLIANCE VENT OUTLET, UNLESS SUCH VENT OUTLET IS 3 FEET (91 4.4 MM) ABOVE THE OUTDOOR AIR INLET. 7 3.2. WHERE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES OR FLAMMABLE VAPORS. 8 3.3. A HAZARDOUS OR UNSANITARY LOCATION 9 3.4. A ROOM OR SPACE HAVING ANY FUEL BURNING APPLIANCES THEREIN. 10 3.5. CLOSER THAN 10 FEET (3048 MM) FROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM UNLESS THE VENT OPENING IS AT LEAST 3 FEET (9) 4.4 MM) ABOVE THE AIR INLET. I I 3.G. ATTIC, CRAWL SPACES, OR GARAGES. R8OG VENTILATION I SECTION R80G SRC - ENCLOSED ATTICS AND RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF THE ROOF RAFTERS SHALL HAVE CROSS VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATING OPENINGS SHALL BE PROVIDED WITH CORROSION RESISTANT WIRE MESH, WITH 1/8" (3.2MM) TO 1/4" (G.4MM) OPENINGS. 2 THE TOTAL NET FREE VENTILATION AREA SHALL BE NOT LE55 THAN 1/1 50 OF THE AREA OF EACH SPACE TO BE VENTILATED, EXCEPT THAT THE AREA MAY BE 1/300 PROVIDED THAT 50 TO 80 PERCENT OF THE REQUIRED VENTILATION AREA IS LOCATED IN THE UPPER PORTION AND AT LEAST 3 FEET ABOVE SAVE OR COMIC VENTS WITH THE BALANCE BEING PROVIDED SAVE OR CORNICE VENTS, OR IF A VAPOR RETARDER NOT EXCEEDING A I PERM RATING IS INSTALLED ON THE WARM SIDE OF THE INSULATION. SEE CALCULATIONS IN THE DRAWINGS. 3 AT LEAST 40% AND NOT MORE THAN 50% OF THE REQUIRED VENTILATING AREA 15 PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. 4 UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY SAVE OR CORNICE VENTS. THERMAL U * R VALUES THERMAL INSULATION: (PRESCRIPTIVE OPTION III OF THE WSEC) WALLS (BELOW -GRADE, EXTERIOR): R- 10 RIGID INSULATION WALLS (BELOW -GRADE, INTERIOR): R-2 1 BATT OR RIGID INSULATION WALL (ABOVE -GRADE): R-2 1 BATT OR RIGID INSULATION HEADERS: R-10 RIGID INSULATION CEILINGS (ADVANCED FRAMING): R-38 BATT CEILINGS (STANDARD FRAMING): R-49 BATT CEILINGS (VAULTED): ICYNENE WITH R VALUE OF 3.G PER INCH FLOORS: R-30 BATT OR RIGID INSULATION SLAB: R-10 RIGID INSULATION 24" @ PERIMETER SOLID DOORS: U-VALUE OF .20 OR BETTER WINDOW5 * DOORS W/ GLAZING: U-VALUE OF .26 OR BETTER OVERHEAD GLAZING: U-VALUE OF .50 OR BETTER I P.-VALUES ARE MINIMUMS. U-FACTORS AND SHGC ARE MAXIMUMS. WHEN INSULATION IS INSTALLED IN A CAVITY WHICH 15 LESS THAN THE LABEL OR DESIGN THICKNESS OF THE INSULATION, THE COMPRESSED R-VALUE OF THE INSULATION FROM APPENDIX TABLE AI 01 .4 SHALL NOT BE LESS THAN THE K-VALUE SPECIFIED IN THE TABLE. 2 THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS. THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION. EXCEPTION: SKYLIGHTS MAY BE EXCLUDED FROM GLAZED FENESTRATION SHGC REQUIREMENTS IN CLIMATE ZONES I THROUGH 3 WHERE THE SHGC FOR SUCH SKYLIGHTS DOES NOT EXCEED 0.30. 3 "10/15/21.+TB" MEANS R-10 CONTINUOUS INSULATION ON THE EXTERIOR OF THE WALL, OR R-15 ON THE 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. 10/15/2 ) .+TB SHALL BE PERMITTED TO BE MET WITH R-1 3 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE WALL. "1 0/1 3" MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-1 3 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL. "TB" MEANS THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT WALL. 4 R-1 0 CONTINUOUS INSULATION 15 REQUIRED UNDER HEATED SLAB ON GRADE FLOORS. SEE K402.2.9. 1. 5 THERE ARE NO SHGC REQUIREMENTS IN THE MARINE ZONE. G BASEMENT WALL INSULATION IS NOT REQUIRED IN WARM -HUMID LOCATIONS AS DEFINED BY FIGURE R301 .1 AND TABLE R301.1. 7 RESERVED. 8 FIRST VALUE IS CAVITY INSULATION, SECOND IS CONTINUOUS INSULATION OR INSULATED SIDING, SO "1 3.+5" MEANS R-1 3 CAVITY INSULATION PLUS R-5 CONTINUOUS INSULATION OR INSULATED SIDING. IF STRUCTURAL SHEATHING COVERS 40 PERCENT OR LESS OF THE EXTERIOR, CONTINUOUS INSULATION R-VALUE SHALL BE PERMITTED TO BE REDUCED BY NO MORE THAN R-3 IN THE LOCATIONS WHERE STRUCTURAL SHEATHING IS USED TO MAINTAIN A CONSISTENT TOTAL SHEATHING THICKNESS. 9 THE SECOND R-VALUE APPLIES WHEN MORE THAN HALF THE INSULATION 15 ON THE INTERIOR OF THE MA55 WALL. 10 FOR SINGLE RAFTER- OR JOIST -VAULTED CEILINGS, THE INSULATION MAY BE REDUCED TO R-38. 11 INT. (INTERMEDIATE FRAMING) DENOTES STANDARD FRAMING I G INCHES ON CENTER WITH HEADERS INSULATED WITH A MINIMUM OF K-10 INSULATION. 12 LOG AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE THICKNESS OF 3.5 INCHES ARE EXEMPT FROM THIS INSULATION REQUIREMENT. AIR BARRIER AND INSULATION TABLE R402.4. 1 . 1 • INSTALLATION COMPONENT CRITERIA (A) AIR BARRIER AND THERMAL BARRIER A • AIR BARRIER AND THERMAL BARRIER A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. EXTERIOR TH ERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. AIR -PERMEABLE INSULATION SHALL NOT BE USED AS A SEALING MATERIAL. CAVITY INSULATION • CAVITY INSULATION INSTALLATION ALL CAVITIES IN THE THERMAL ENVELOPE SHALL BE FILLED WITH INSULATION. THE DENSITY OF THE INSULATION SHALL BE AT THE MANUFACTURERS' PRODUCT RECOMMENDATION AND SAID DENSITY SHALL BE MAINTAINED FOR ALL VOLUME OF EACH CAVITY. BATT TYPE INSULATION WILL SHOW NO VOIDS OR GAPS AND MAINTAIN AN EVEN DENSITY FOR THE ENTIRE CAVITY. BATT INSULATION SHALL BE INSTALLED IN THE RECOMMENDED CAVITY DEPTH. WHERE AN OBSTRUCTION IN THE CAVITY DUE TO 5EKVICE5, BLOCKING, BRACING OR OTHER OBSTRUCTION EXISTS, THE BATT PRODUCT WILL BE CUT TO FIT THE REMAINING DEPTH OF THE CAVITY. WHERE THE BATT IS CUT AROUND OBSTRUCTIONS, L005E FILL INSULATION SHALL BE PLACED TO FILL ANY SURFACE OR CONCEALED VOIDS, AND AT THE MANUFACTURERS' SPECIFIED DENSITY. WHERE FACED BATT 15 USED, THE INSTALLATION TABS MUST BE STAPLED TO THE FACE OF THE STUD. THERE SHALL BE NO COMPRESSION TO THE BATT AT THE EDGES OF THE CAVITY DUE TO INSET STAPLING INSTALLATION TABS.INSULATION THAT UPON INSTALLATION READILY CONFORMS TO AVAILABLE SPACE SHALL BE INSTALLED FILLING THE ENTIRE CAVITY AND WITHIN THE MANUFACTURERS' DENSITY RECOMMENDATION. CEILING/ATTIC • CEILING/ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY GAPS IN THE AIR BARRIER SEALED. ACCESS OPENINGS, DROP DOWN STAIR OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL BE SEALED. BATT INSULATION INSTALLED IN ATTIC ROOF ASSEMBLIES MAY BE COMPRESSED AT EXTERIOR WALL LINES TO ALLOW FOR REQUIRED ATTIC VENTILATION. WALLS • WALLS CORNERS AND HEADERS SHALL BE INSULATED AND THE JUNCTION OF THE FOUNDATION AND SILL PLATE SHALL BE SEALED. THE JUNCTION OF THE TOP PLATE AND TOP OF EXTERIOR WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER. KNEE WALLS SHALL BE SEALED. WINDOWS, SKYLIGHTS AND DOORS WINDOWS, SKYLIGHTS AND DOORS THE SPACE BETWEEN WINDOW/DOO JAMBS AND FRAMING AND SKYLIGHTS AND FRAMING SHALL BE SEALED. RIM JOISTS 1 • RIM JOISTS RIM JOISTS SHALL BE INSULATED AND INCLUDE THE AIR BARRJER. FLOORS (INCLUDING ABOVE -GARAGE AND INSULATION SHALL BE INSTALLED TO MAINTAIN PERMANENT CONTACT WITH CANTILEVERED FLOORS) UNDERSIDE OF SUBFLOOR DECKING. THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED EDGE OF INSULATION. CRAWL SPACE WALLS • CRAWL SPACE WALLS WHERE PROVIDED IN LIEU OF FLOOR INSULATION, INSULATION SHALL BE PERMANENTLY ATTACHED TO THE CRAWLSPACE WALLS. EXPOSED EARTH IN UNVENTED CRAWL SPACES SHALL BE COVERED WITH A CLASS I VAPOR RETARDER WITH OVERLAPPING JOINTS TAPED. SHAFTS, PENETRATIONS SHAFTS, PENETRATIONS DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE SHAFTS OPENING TO EXTERJOR OR UNCONDITIONED SPACE SHALL BE SEALED. NARROW CAVITIES • NARROW CAVITIES BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT AND INSTALLED TO THE CORRECT DENSITY WITHOUT ANY VOIDS OR GAPS OR COMPRESSION. NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT ON INSTALLATION READILY CONFORMS TO THE AVAILABLE CAVITY SPACE GARAGE SEPARATION GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. RECESSED LIGHTING RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE AIR TIGHT, IC RATED, AND SEALED TO THE DRYWALL. PLUMBING AND WIRING • PLUMBING AND WIRING BATT INSULATION SHALL BE CUT NEATLY TO FIT AROUND WIRING AND PLUMBING IN EXTERIOR WALLS. THERE SHALL BE NO VOIDS OR GAPS OR COMPRESSION WHERE CUT TO FIT. INSULATION THAT ON INSTALLATION READILY CONFORMS TO AVAILABLE SPACE SHALL EXTEND BEHIND PIPING AND WIRING. SHOWERITUB SHOWER, TUB ON EXTERIOR WALL EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL BE INSULATED AND THE AIR BARRIER INSTALLED SEPARATING THEM FROM THE SHOWERS AND TUBS. ELECTRICAL/PHONE BOX ON EXTERIOR WALLS ELECTRICAUPHONE BOX ON EXTERIOR WALLS THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED BOXES SHALL BE INSTALLED. HVAC REGISTER BOOTS HVAC REGISTER BOOTS HVAC REGISTER BOOTS THAT PENETRATE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO THE SUBFLOOP, OR DRYWALL. FIREPLACE • FIREPLACE AN AIR BARRIER SHALL BE INSTALLED ON FIREPLACE WALLS. FIREPLACES SHALL HAVE GASKETED DOORS NTERI OR FU RNACE * WATER H EATER U.L. APPROVED APPLIANCES INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS, UPC, t IMC. AUTO SHUTOFF SWITCH REQUIRED FOR GAS OR PROPANE. INSTALL WATER HEATER ON A GALVANIZED STEEL PAN WITH DRAIN PER UPC. SET ELECTRIC WATER HEATER ON R-10 INCOMPRESSIBLE INSULATED BASE IF INSTALLED IN AN UNHEATED AREA OR ON A CONCRETE SLAB. INSTALL SEISMIC STRAPS WITHIN TOP 1/3 AND BOTTOM 1/3 (4" MINIMUM ABOVE CONTROLS). PROVIDE PRE5SURE RELIEF LINE TO EXTERIOR. FOR FUEL FIRED APPLIANCES, PROVIDE 2 SCREENED COMBUSTION INLETS, ONE WITHIN 1 2" OF CEILING t ONE WITHIN 1 2" OF FLOOR, WITH A MINIMUM NET FREE AREA OF I SQ. IN. PER 4,000 BTU/H OF TOTAL INPUT RATING OF ALL APPLIANCES IN THE ENCLOSURE. INSTALL FUEL -FIRED APPLIANCES IN SEALED ENCLOSURE WITH A WEATHER5TKIPPED SOLID SELF -CLOSING DOOR. ENCLOSURE NOT TO BE USED FOR OTHER PURPOSES. M 1 307.2 I ANCHORAGE AND STRAPPING SHALL BE DESIGN TO RESIST A HORIZONTAL FORCE EQUAL TO ONE-THIRD OF THE OPERATING WEIGHT OF THE WATER HEARET STORAGE TANK, ACTING IN ANY HORIZONTAL DIRECTION. STRAPPING SHALL BE AT POINT WITHIN THE UPPER ONE-THIRD AND LOVER ONE-THIRD OF THE APPLIANCE'S VERTICAL DIMENSIONS. AT THE LOWER POINT, THE STRAPPING SHALL MAINTAIN A MINIMUM DISTANCE OF 4 INCHES (I 02MM) ABOVE THE CONTROLS. 2 THE ANCHORAGE STRAPPING SHALL BE IN ACCORDANCE WITH THE APPLIANCE MANUFACTURER'S RECOMMENDATIONS. A T E L I E R PROJECT PETSCHL ADDITION ADDRESS 18210 88th AVE W EDMONDS, WA 9602G DATE 24-04-17 KA-N-02 5T FLOOR PLAN 11411 /4" - 1 '-0" 0 2' 4' 8' SCALE: 1/4" = I'-0" PLAN KEY NOTES NEW INTERIOR FURNACE t WATER HEATER PER SEATTLE PLUMBING CODE 2018 WATER HEATER MUST BE PROTECTED BY A BOLLARD. ANCHORED AGAINST MOVEMENT * OVERTURNING IN ACCORDANCE TO M 1307.2 2 I HK GARAGE FIRE RATED SEPARATION AT CEILING * WRAPPING STRUCTURAL ELEMENTS WHERE HABITABLE SPACE ABOVE GARAGE. INSULATION TO MIN. R-38 REFER TO SHEETS N I /N2 FOR GENERAL NOTES AND CONDITIONS ELECTRICAL LEGEND SMOKE ALARM PER R314 AS AMENDED * LISTED PER UL 217 AND NFPA 72. SMOKE ALARMS TO BE PROVIDED IN NEW DWELLING UNITS, AND WHERE SA ALTERATIONS, REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, OR WHERE ONE OR MORE SLEEPING UNITS ARE ADDED OR CREATED IN EXISTING DWELLINGS. WORK INVOLVING THE EXTERIOR SURFACES OF THE DWELLING, AND INSTALLATION, ALTERATION OR REPAIRS OF PLUMBING, ELECTRICAL OR 3_g MECHANICAL SYSTEMS ARE EXEMPT FROM THE REQUIREMENTS OF THIS SECTION. SMOKE ALARMS TO BE INTERCONNECTED EXCEPT WHERE ALTERATIONS OR g REPAIRS DO NOT EXPOSE THE STRUCTURE UNLESS THERE IS AN ATTIC, CRAWL SPACE OR BASEMENT AVAILABLE FOR ACCESS. SMOKE ALARMS ARE TO BE POWERED BY THE BUILDING WIRING WITH 5' 6' BATTERY BACKUP. BATTERY POWER IS ALLOWED IN BUILDINGS WITHOUT COMMERCIAL POWER OR WHEN INSTALLED PER R3 14.2.2. SMOKE DETECTORS SHALL BE INSTALLED NOT LESS THAN 3 FT HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A TUB OR SHOWER. R3 14. IONIZATION SMOKE ALARMS: SHALL NOT BE INSTALLED LESS THAN 20 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. IONIZATION SMOKE ALARMS WITH AN ALARM -SILENCING SWITCH SHALL NOT BE INSTALLED LESS THAN 10 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. PHOTO ELECTRIC SMOKE ALARMS: SHALL NOT BE INSTALLED LESS THAN G FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. 30'-4" CARBON MONOXIDE ALARM PER R31 5 AS AMENDED * LISTED PER UL CO 2034. COMBINATION CARBON MONOXIDE SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE W/ UL 2034 AND UL 217. INSTALL OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS AND ON EACH LEVEL OF THE DWELLING AND IN 21'-2" ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. WHERE A FUEL BURNING APPLIANCE IS LOCATED WITHIN A BEDROOM OR ITS ATTACHED BATHROOM, A CARBON MONOXIDE ALARM SHALL BE INSTALLED WITHIN THE BEDROOM. CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WITH BATTERY BACKUP. CARBON MONOXIDE ALARMS MAY BE BATTERY POWERED IN BUILDINGS WITHOUT COMMERCIAL POWER OR WHEN INSTALLED DURING ALTERATIONS, REPAIRS AND ADDITIONS PER R315.2.2. MECHANICAL VENTILATION PLUMBING, MECHANICAL EQUIPMENT, DUCTS OR VENTS ARE NOT ALLOWED IN THE CAVITY OF THE COMMON FIRE -RATED WALLS TYP. MECHANICAL VENTILATING SYSTEMS IN BATHROOMS, LAUNDRY ROOMS AND SIMILAR ROOMS SHOULD EXHAUST DIRECTLY TO THE OUTSIDE. THE POINT OF DISCHARGE OF EXHAUST AIR SHALL BE AT LEAST 3 FT FROM ANY - OPENING INTO THE BUILDING. VENT OUTLETS FOR APPLIANCES SHALL ALSO BE MIN OF 10' FROM FRESH INTEAKES. EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING * BE EQUIPPED WITH BACK -DRAFT DAMPERS. 0 50 50 CFM MIN. EXHAUST FAN - VENT TO EXTERIOR. A T E L I E R PROJECT PETSCHL ADDITION ADDRESS 18210 88th AVE W EDMONDS, WA 9602G DATE 24-04-17 KA-A-1.2 Al • SH EARWALL SCHEDULE SW EXP Notes apply as called out in table below. 1 Anchor bolts embedded at least 7", or 1/2"0 *Titen-HD w/ 4" min embed. See detail SWB/S2.0. 2 #MASAP can be installed instead of sill bolts with washers. When replacing'/z"0 sill bolts use 7-10dx1'/2" nails (minimum nailing) and when replacing 5/8"0 sill bolts use 9-10dx11/2" nails (maximum nailing). 3 See detail SWF/S2.0. Connections vary depending on condition. 3a May substitute 16d toe nails @ 8"oc for *A 4 See detail SWR/S2.0. Letter designations a & b refer to specific conditions. For gable -end roof connections see detail SWF/S2.0. 5 See detail SWB/S2.0. SHEAR FLOW CONNECTIONS / SPACING S SILL -TO - FLOOR -TO - ROOF -TO - WALL BASE PLATE CALL FOUNDATION 1, 2 SILL &3WALL WALL 4 5 OUT 5/8"0 @ 60"oc or *A35 @ #H1 @ 16d @ 10"oc A 1/2"0 @ 60"oc 32"oc 3a 24"oc 4a 5/8"0 @ 60"oc or *A35 @ *LS50 @ 16d @ 6"oc B 1/2"0 @ 40"oc 24"oc 32"oc 4b 5/8"0 @ 48"oc or *A35 @ *LS50 @ 16d @ 4"oc 1/2"0 @ 32"oc 16"oc 24"oc 4b HOLDOWN SCHEDULE f% WALL SHEATHING CALL OUT SHEATHING THICKNESS EDGE NAILS 6 7/16" 8d @ 6"oc 4 7/16" 8d @ 4"oc 1 Deepen the foundation as needed to provide the required holdown embedment into the foundation wall. See Detail MHE/S2.3 2 Fasten to the end framing members of the shearwall, u.n.o. 3 FOUNDATION ANCHOR may be extended with threaded rod and coupler as required. 4 Provide the minimum embedment and edge distances specified by the manufacturer. 5 Attach to (2) 2x studs minimum (lamination connection same as WALL BASE PLATE; stagger nails), u.n.o. 6 See detail HDN/S2.0 for installation. HOLDOWN / STRAP FASTENERS 5 FOUNDATION COMMENTS 1, 2, 4, 6 ANCHOR 1, 3, 4, 6 :#CS16 22-10d common N/A 13" Min End Length, See detail CSH/S2.0 #MSTC40 36-10d common N/A equal number of nails to both connected elements *HTT4 18-0.148"x11/2 5/8"�T.R. see detail EPX/S2.3 GENERAL STRUCTURAL NOTES CODE All conditions, materials and construction shall conform to the code specified in the DESIGN CRITERIA, or other codes required by the governing jurisdiction. PROTECTION Through maintenance and current best practices, provide a building envelope that will preserve the integrity of the structure throughout it's lifetime. INSPECTIONS Notify Building Department for inspections required by local jurisdiction. SOILS Bearing capacity of soil shall be per DESIGN CRITERIA or greater. Footing shall bear on solid undisturbed level soil devoid of any organic material and below indicated frost line. COMPACTED FILL shall consist of predominately Well -Graded, granular soil, free of organic material and debris. Fill should be placed in maximum 8" loose lifts and compacted to a minimum of 95 percent of the maximum density at optimum moisture content determined by ASTM D-1557 test procedures. BACKFILL shall be free draining and without organic material and debris from one of the following soil classes SM-SC, SM, SP, SW, GC, GM, GP, and GW. FOUNDATIONS AND RETAINING WALLS Extend footings to undisturbed bearing soil. Do not backfill until all slabs and/or horizontal diaphragms are constructed, otherwise provide temporary bracing to resist movement. SILL PLATES Use pressure treated 2x plates u.n.o. Embed anchor bolts at least 7" (1/2" cl) *Titen-HD w/ 4" min embed). Use 3"x3"x0.229" washers. There shall be a minimum of two bolts per piece spaced not more than 6 feet apart, with one bolt located not more than 12" or less than 4" from each end of each CONCRETE f'c = 3000 psi minimum for environmental exposure (2500 psi used in structural design, or unless greater psi indicated on the plans). 5 1/2 sacks of cement per cubic yard of concrete and a maximum of 6 gallons of water per 94 lb sack of cement. Maximum slump is 4". Segregation of materials shall be prevented through proper handling and placement. REINFORCING STEEL #4 bars and larger shall be Grade 60 deformed bars, and #3 bars shall be Grade 40 (u.n.o.), in accordance with ASTM A-615. Lap splices 32 bar diameters u.n.o. Welded wire fabric shall conform to ASTM A-185 and shall be 6x6 - W1.4xW1.4. Lap one full mesh at splices. CLEAR COVER 3" clr when cast against Earth and 2" clr in all other locations, u.n.o. See applicable detail(s): RI/S2.3 FOOTING DRAINAGE Footing drainage per Building Code section 1805.4.2 & Residential Code section R405.1. WOOD FRAMING in contact with concrete or masonry, or exposed to weather, shall be pressure treated. Numbers in parenthesis, IE (1-1), refer to corresponding engineering calculations. CONNECTORS AND FASTENERS Fasteners, including nuts and washers, and connectors in contact with pressure treated wood shall be hot -dipped zinc -coated galvanized. EKCEPTION: Plain carbon steel fasteners, including nuts and washers, in SBX/DOT and zinc borate preservative treated wood in an interior, dry environment shall be permitted. SOLID SAWN LUMBER shall meet the following minimum grades (u.n.o.) conforming to "WWPA GRADING RULES FOR WESTERN LUMBER', latest edition: BEAMS, POSTS, RAFTERS, JOIST 6X and wider DF#1 4X DF#2 2x 10 and greater DF#2 2x 8 and smaller HF#2 WALL STUDS 2x HF#2 ENGINEERED WOOD shall meet the following minimum properties: Callout E x 106 (psi) Fb(psi) Fc par (psi) Fc perp (psi) Fv(psi) GLB 1.8E 2400 1650 650 240 All cantilevered and multi -span glue -laminated beams (GLB) shall be V8 unless noted otherwise, additionally cantilevered beams shall have zero camber. 24F-V4 shall be cambered with a 3500' radius u.n.o. LVL 2.0E 3100 3000 750 285 LSL 1.55E 1900 2050 900 310 PSL 2.2E 2900 2900 625 290 Engineered wood products shall be protected from moisture to preserve their structural integrity. Provide temporary bracing to avoid permanent deflections resulting from drying under construction dead loads. I -JOISTS Connect I -joist to plate using one 10d (0.131" x 3") nail on each side of bottom flange; drive nails at an agle at least 1 1/2" from end. Connect 1 1/4" LSL rim to I -joists with one 10d (0.131" x 3") nail into top and bottom flange. Full -depth blocking between joists over shearwalls shall be 1 1/4" min LSL. TRUSSES Manufactured trusses are a deferred submittal item designed per CODE section 2303.4 and shall be designed for all loads and load combinations per the CODE. All connections per manufacturer, u.n.o. If truss layout is changed by manufacturer, please notify this office. For trusses over walls, if header is not specified over openings, design truss to span over it. Trusses which require drag forces shall be designed for a drag force of: Indicated on the plan OVER -FRAMING Unless noted otherwise by truss manufacturer, overframe with 2x4 rafters @ 24" oc. Post down w/ 2x4 @ 48"oc max. Brace posts over 6-0" tall perpendicular to wide face. WALL FRAMING & BEARING Walls shall be 2x studs at 16"oc max with double 2x top plate, and 2x base plate (exterior walls shall be 2x6 u.n.o. & interior walls shall be 2x4 u.n.o.). Block all supports solid to the foundation. See applicable detail(s): BHS/2.0 TPS/2.0 BEAM PENETRATIONS Allowable beam penetrations shall be made in the middle third of the span and the middle third of the depth. Contact this office for any penetration outside the allowable area. See applicable detail(s): BP/S2.0 POF/S2.0 GENERAL STRUCTURAL NOTES continued WOOD STRUCTURAL PANELS shall meet the performance standards of the "APA" DOC PS1 and PS2 for their intended application (group 5 species not allowed). SHEARWALLS are indicated on the plans with a bold dashed line and labeled SW. The following letter designation refers to the Shearwall Schedule's SHEAR FLOW CONNECTIONS / SPACING table, and the number designation refers to the WALL SHEATHING table. Multiple combinations of letter and number designations may be present. Wall Line numbers, shown inside triangles, refer to corresponding engineering calculations. Attach rated sheathing (indicated below) to 2x min STUDS spaced no more than 16"oc, u.n.o. See Shearwall Schedule for minimum thickness and fasteners (thickness at point of fastened edges governs shear values). All panel edges shall be blocked. Nail intermediate supports @ 12"oc. Do not penetrate nails past flush. Install squash blocks under the ends of all shearwalls where the framing below does not provide full bearing. Construct cripple walls same as the shearwall above, and gable -ends same as the shearwall below. Rated sheathing: 7/16" OSB rated with a 24/16 span rating. 1/2" CD with a 32/16 span rating. See applicable detail(s): SWE/S2.0 ROOF DIAPHRAGM Install either OSBor CD sheathing: 7/16" OSB rated sheathing with a 24/16 span rating; panel clips required when spacing is greater than 20" cc. 1/2" CD rated sheathing with a 32/16 span rating. Use 8' x 4' panels with long dimension perpendicular across supporting framing. Stagger panel rows half the long dimension. Nail all boundaries and supported edges with 8d @ 6"oc and interior supports with 8d @ 12"oc, blocking not required u.n.o. ROOFTOP DECK DIAPHRAGM Install minimum 23/32" rated Sturd-I-Floor T&G with a 24oc span rating Use 8' x 4' panels with long dimension perpendicular across supporting framing. Stagger panel rows half the long dimension. Glue and nail all boundaries and supported edges with 10d @ 6"oc and interior supports with 10d @ 12" oc, blocking not required u.n.o. FLOOR DIAPHRAGM Install minimum 23/32" rated Sturd-I-Floor T&G with a 24oc span rating. Use 8' x 4' panels with long dimension perpendicular across supporting framing. Stagger panel rows half the long dimension. Glue and nail all boundaries and supported edges with 10d @ 6"oc and interior supports with 10d @ 12" oc, blocking not required u.n.o. COLLECTORS Diaphragms shall be nailed continuously to rims, drag struts, drag trusses and other collector elements at boundary spacing, u.n.o. See applicable detail(s): DTiC/S2.0 CS/S2.1 CONNECTIONS and fasteners shall be per CODE Table 2304.10.1 u.n.o. The symbol, "*', indicates a hardware connector from the most current Simpson Strong -Tie Catalog. Hardware with equivilent or greater capacities from other manufacturers may be substituted, example you can use USP's Dual Specification Chart to make an equivilent or greater capacity selection. Install per the manufacturer instructions. Fasteners and hardware in contact with pressure treated wood shall be hot -dipped zinc -coated galvanized. NAILS All nails shall be "Standard Common" size per the latest edition of the National Design Specification for Wood Construction (NDS) u.n.o. HOLDOWNS See the HOLDOWN SCHEDULE. See applicable detail(s): HDN/S2.0 HOC/S2.0 POST CAPS Provide a post cap on isolated columns that most nearly matches the actual member size(s) U.N.O. Each connection shall have a minimum of (3)10d to the post and (3)10d to the beam. HANGERS Model numbers will be specified on the plans for conditions that require more than minimum capacity, otherwise see CONNECTIONS. When a hanger is not specified on the plans, use any size specific model number that fits that member. Always use MAX NAILING. Hanger to match member size. Notching or shimming of beam not allowed unless specified. JOBSITE SAFETY Sound Structural Solutions Inc has not been retained or compensated to provide design and/or construction review services related to the contractor's safety precautions or to means, methods, techniques, sequences or procedures for the contractor to perform their work. The undertaking of periodic site visits by the ENGINEER shall not be construed as supervision of actual construction and not make him responsible for providing a safe place for the performance of work by the contractor, subcontractors, suppliers or their employees, or for access, visits, use work, travel, or occupancy by any person. OWNERSHIP OF DOCUMENTS These drawings and calculations are the intellectual property of Sound Structural Solutions Inc. These drawings may not be used in whole or in part by any person without permission of Sound Structural Solutions Inc. MISCELLANEOUS The contractor shall verify dimensions and conditions at job site. The contractor shall provide temporary bracing as required until all permanent connections and stiffenings have been installed. Do not scale drawings. Pre -fabricated items to be handled and installed per manufacturer's recommendations. PLAN INSTRUCTIONS READ THIS FIRST These plans are organized so that more detailed or specific information is found in the same way by following the direction shown below: GENERAL STRUCTURAL NOTES SCHEDULES, DETAILS and PLANS will often refer to GENERAL STRUCTURAL NOTES for more specific information. SCHEDULES DETAILS and PLANS will often refer to GENERAL STRUCTURAL NOTES and SCHEDULES for more specific information. DETAILS PLANS will often refer to GENERAL STRUCTURAL NOTES, SCHEDULES and DETAILS for more specific information. PLANS See the SYMBOL LEGEND as well as ABREVIATIONS AND ACRONYMS for other additional information used on the PLANS. The term, TYPICAL (or TYP), used with a detail callout or plan note, indicates that the information specified shall apply in all similar conditions. IF YOU HA VEANY QUESTIONS OR CONCERNS CONTACT US IMMEDIA TEL Y.l We can be reached immediately by phone: (425) 778-1023 For less pressing questions, email us: inbox@ssseng.com Please help us get to your plans by having this job number handy: s2312003 ABBREVIATIONS AND ACRONYMS ABV ABOVE E. S. EACH SIDE 0. C. ON CENTER A. B. ANCHOR BOLT E. W. EACH WAY P.T. PRESSURE TREATED BLW BELOW EA EACH REINF REINFORCEMENT BLK BLOCK E.N. EDGE NAILING READ REQUIRED BLKG BLOCKING EMBED EMBEDMENT SCHED SCHEDULE B.N. BOUNDARY NAILING EXIST EXISTING SIM SIMILAR BTM BOTTOM FDN FOUNDATION STD STANDARD BRG BEARING FLR FLOOR STRUCT STRUCTURAL BTWN BETWEEN FRMG FRAMING SW SHEARWALL CLR CLEAR FTG FOOTING THRU THROUGH CLTR COLLECTOR G.T. GIRDER TRUSS T.R. THREADED ROD CONC CONCRETE GR GRADE TYP TYPICAL CONN CONNECTION HORIZ HORIZONTAL U.N.O. UNLESS NOTED CONT CONTINUOUS MAX MAXIMUM OTHERWISE CTR CENTER MFG MANUFACTURED VERT VERTICAL DBL DOUBLE MIN MINIMUM w/ WITH DET DETAIL o/ OVER w/o WITHOUT E. E. EACH END cc ON CENTER W.W.F. WELDED WIRE FABRIC DESIGN CRITERIA Governing Code 18 IBC Risk Category H Wind Design Data Basic Wind Speed (3 sec gust) mph 98 Surface Roughness B Wind Exposure Category C Earthquake Design Data Seismic Importance Factor, Ie 1.00 Site Classification Default Short Period Acceleration, S, 1.302 1-Second Acceleration, S1 0.461 Seismic Design Category D Spectral Response Coefficient, Sps 1.042 Spectral Response Coefficient, Spl 0.565 Gravity Load Data Internal Pressure Coefficient +/- 0.18 Topographic Factor, Kt 1.76 Ground Elevation Factor, Ke 0.99 Seismic Force Resisting System ITable 12.2-1: A-15 2016 Equiv. Lateral Force Procedure Response Modification Factor, R 6.5 Transverse 6.5 Longitudinal Seismic Response Coefficient, C, 0.160 Transverse 0.160 Longitudinal Seismic Base Shear, V 15543 Ibs Roofs: loads are psf Dead Live Snow Rafters' -Pitches < 8:12 15 0 25 Trusses (pitched) -Pitches < 8:12 Top Chord 10 0 25 Bottom Chord 5 0 0 Floors: loads are psf Dead Live Snow Joists 12 40 0 Notes apply as called out in table above. 1 Rafters of sawn lumber or wood I -joists. 5 Joists of sawn lumber or wood I -joists. Assumed Soil Data Allowable Soil Bearing 12000 psf SSS Number: s2312003 Project Name: 18210 88th Ave W Owner: [Danielle Petschl] Project Location: 18210 88th Ave W, Edmonds, WA Design Professional: Katelier M rn N 0 � O H 0 J 0 W Ln pJ� W Z E V 0 ~ O Ln 0 Z Z O w � O V O N U) V) En O C P\JD w Skt of ti x 40421 p �� '6'GIS-T SSAONAI O� This space reserved for governing jurisdiction stamps ORIGIN DATE: 01/26/2024 REVISED: ---silo - M O O N M LU, ' ru ru Un Un Ln ai Q 00 00 00 N W I 0 O N (8)16d EVENLY SPACED, 16d @ 16" oc TYP U.N.O. TYP FACE NAILS BEAM REQUIRED STUDS BEAM & #CS16 w/ DISCONTINUOUS (16)10d AS SHOWN DBL TOP PLATE (13)'CS168 w/, (13) d NAILS EA END BEAM 2x4 WALL 2x6 WALL POST TRUSS COLLECTOR 4x & 2-2x (SAWN) I MIN 2x 6 THREADED ROD 3%x (GLB) (2) 2x4 (2) 2x6 #HTS30 MIN w/ 3%x (MANF) ' (3) 0.148 x 3" END NAILS TO COLLECTOR, MIN (7)10d x 1/2"4N " 6x & 3-2x (SAWN) �/ V EACH KING STUD (TYP) DOUBLE TOP PLATE TYP TO EA MEMBER 5%x (GLB) (3) 2x4 (3) 2x6 U.N.O. 5/4x (MANF) SPLICE 8x (SAWN) TOP PLATE SPLICE DISCONTINUOUS DBL TOP PLATE 63/x (GLB) (4) 2x4 (4) 2x6 77r REQD 7x (MANF) (4) 0,162 x 3/2" NAILS i i STUDS SSS Number: KING STUD TO HEADER GIRDER TRUSS (3) 2x4 (3) 2x6 s2312003 i TRUSS COLLECTOR MINIMUM (2) FULL #DTT2z REQUIRED TRIMMERS TP DOUBLE TOP PLATE SPLICEProject Name: 18210 88th Ave W HEIGHT KING STUDS SHEARWALL BELOW TOP PLATE KSH KING N.T.S. TPSA HEADER 2x4 WALL 2x6 WALL HEADER S2.0 STUD 4x & 2-2x (SAWN) STITCH STUDS w/ 0.148 HEADER CTP2 COLLECTOR TO TOP PLATE CTP1 COLLECTOR TO TOP PLATE 3%x (GLB) 2x4 2x6 x 3" NAILS @ 8" oc (TYP) 3%x (MANF) EXTENT OF EXTENT OF Owner: N.T.S. CTPB N.T.S. CTPC 6x & 3-2x (SAWN) SHEARWALL CRIPPLE STUD SHEARWALL DOUBLE TOP PLATE TP$ SWF SWR [Danielle Petschl] REQUIRED BH$ REQD 5%x (GLB) ---- (2) 2x6 S2.0 52.0 S2.0 TRIMMERS S2.0 � � TRIMMERS 5/4x (MANF) KSH KING STUD TO HEADER NOTE: BEAR BEAMS ON THE FULL WIDTH AND BREADTH OF THE MINIMUM SUPPORTS PER TABLES ABOVE UNLESS NOTED OTHERWISE ON THE PLANS Project Location: DIAPHRAGM PER NAILS PER 18210 88th Ave W, N.T.S. STRUCT NOTES SW SCHED WALL BASE Edmonds WA WALL BASE EDGE NAILS PLATE CONN BHS BEAM & HEADER SUPPORTS HEADER HEADER i FLR RIM/BLKG PLATE CONN (SW ABOVE) (SW ABOVE) (OR ROOF GABLE) SOLID BLKG OR DIAPHRAGM PER N.T.S. Design Professional: COLLECTOR STRUCT NOTES T WINDOW Katelier OPENING RIM/BLKG EDGE NAILS DOOR #A35 PER EDGE NAIL ENI PROVIDE (SW BELOW) PROVIDE A A BLKG @ 48"oc SW SCHED BLKG @48" oc #MSTC [N] DBL TOP PLATE w/ JOIST -WALL w/ JOIST -WALL s KING STUD PARALLEL DOUBLE -SIDED SHEARWALLS, PARALLEL STRAP (2) 2x STUDS U.N.O. 4Y16 HTT4 INTERIOR SHEARWALLS, & _ TRIMMER STUD [N] 2x6 STUD EDGE NAILS, TYP EXTERIOR SHEARWALLS EXT SHEARWALLS @ CANTILEVERS SHEARWALL TO FLOOR TO SHEARWALL 2%" _ M N] 2x6 TOP PLATE w/ (3) 16d 7[1- SWF SHEARWALL FLOOR CONNECTIONS o �, o NAILS PER STUD BAY TO N.T.S. SWB SWF H 00 EXISTING DBL TOP PLATE [N] SHEARWALL SWFA 4" x 4" IS THE MAXIMUM PENETRATION CRIPPLE STUD BASE PLATE S2.O S2.O SHEATHING LJ OR HOLE THAT CAN BE ADDED TO A SHEARWALL �T MSTC STRAP -(A) HTT4- A o w NOTCH [E] DBL TOP PLATE [E] DBL TOP AROUND [N] 2x6 STUD SWE SHEARWALL ELEVATION J w PLATE WALL HDN HOLDOWNS N.T.S. DRDDD o z v SISTER NEW & [E] SHEARWALL H DNA = H EXISTING STUD w/ SHEATHING ANCH PER N.T.S. (2)10d NAILS @ 16 oc SW SCHED CC 6 2x SILL U.N.O. FOR PSL & LSL, HOLES MUST BE ROUND AND ARE LIMITED TO 2" DIA. UNLESS APPROVED BY THE ENGINEER cLn PER SW SCHED Q Z u? [E] 2x6 STUD SECTION A DO NOT MAKE PENETRATIONS OR NOTCHES MINIMUM SPACING Z FDN IN THE SHADED AREA OF THE BEAM WITHOUT PENETRATIONS IN THIS AREA Do NOT SHALL BE 2x THE w PRIOR APPROVAL OF THE ENGINEERIV DIAMETER OF THE REQUIRE APPROVAL FROM THE ENGINEER O� SSF SISTERED STUD TO EXISTING FRAMING 2'-0"MAX LARGER HOLE SHEARWALLS TO FOUNDATION 0 N.T.S. #A34 w/ #SD SCREWS U TPSA FLOOR JOISTS @ EVERY RAFTER %DEPTH SWB SHEARWALL BASE PLATE & FOUNDATION CONNECTIONS 2x10 LEDGER w/ (2) 2x8 RAFTERS @ 16" oc En BOUNDARY NAIL ALONGLENGTH OF COLLECTOR B LENGTH OF COLLECTOR SWBA � NARY NAIL ALONG.T.S. SDWS 0.22" x 5" DEPTH /DEPTHC O v7 SCREWS TO EACH STUD (16 oc) x CONTINUOUS 2x % DEPTH 0 EDGE MEMBER w/ COLLECTOR #PSPN516 w/ (3) #SDS%" 4 x 4Y" DIAPHRAGM PER SHEARWALL BOTTOM PLATE 8-16d NAILS INTO STRUCT NOTES j #PSPN58 TOP PLATE, E.S. #PSPN58 w/ %SPAN %SPAN %SPAN FLOOR SHEATHIN 1-8d NAIL INTO #A34 @ EACH STRUT INTERMEDIATE FRAMING ABUTTING PANEL EDGES PLUMBING BASE PLATE, E.S. w/ #SD SCREWS 2x4 STRUT @ 16" oc w/ SPAN PLUMBING SHEARWALL SHEARWALL (3)10d INTO RAFTER P� D V S!(t FLOOR O 1 2x6 LEDGER w/ p� of w 1 i MIN (2)16d NAILS @ 16" oc DTC DIAPHRAGM TO COLLECTOR #PSPN516 12"MIN NOTCH AS BP BEAM PENETRATIONS, TYPICAL DETAIL Q x EXTERIOR WALL REQUIRED N.T.S. BPAA R� 40421 ��p � N.T.S. DTCA ! F GISTS ' DBL TOP PLATE WALL STUD, TYP WALL STUD, TYP ELEVATION VIEW TOP PLATE NOTCH BOTTOM PLATE NOTCH DBL 2x STUD PLAN VIEW PLAN VIEW AFA ARCHITECTURAL FEATURE ATTACHMENT EDGE NAILING SW SHEATHING POF PENETRATION OF FRAMING - SHEARWALL N.T.S.L—i AFAR This space reserved for governing jurisdiction stamps N.T.S. HOLDOWN EMBEDDED PROVIDE (1) STUD NAILS @ EDGE STRAP PER STRAP, TYP SPACING CONT, TYP NAILS PER STRAP SHOWN ACHEEND LENGTH, TYP AR UND CORNER ROOF DIAPHRAGM #LS50 @ SHEARWALLS END LENGTH DIAPHRAGM PER SHEATHING, TYP STUDS PER PER STRUCT NOTES PER SCHED STRUCT NOTES HOLDOWN SCHED � END #DTC @/THE SW SHEATHING EDGE NAILS SS�QF��' ROOF -TO -WALL CONN RIM/BLKG LENGTH DIAPHRAGM PER CONT 2x STRUT #A35 SPACING EDGE NAILING> STRUCT NOTES (LEAVE A%" GAP WHEN LO 16d PER TRUSS IS LOCATED Ln 2x STUD uf #CS16 STRAP(s) 7__ SW SCHED DIRECTLY #H1 @ WALL-TO-FLR z ABOVE SHEARWALL) z M SOLID #H2,5A MIN #H2.5A @ END Q a o BLKG @ALL ROOF SHEARWALLS ALL ROOF LENGTH CONN o END O WALL MEMBERS MEMBERS rn LENGTH `V U.N.C. @ #CS16 STRAP(s) , „ ORIGIN DATE: 01/26/2024 BEAM, 3/ ru a HOEDOWN SHEARWALLS WRAP STRAP WIDE MIN. SW SCHED REVISED: ---- �,, 2x STUD ANCHOR UNDER BEAM SHEARWALL, TYP WALL TO FLR Ni a b SHEARWALL w/ TRUSS OR RAFTER BEARING CONN � STRAP BETWEEN FLOOR STRAP TO BEAM BELOW > — Q 00 HOC HOLDOWN AT CORNER SWR SHEARWALL ROOF CONNECTIONS CSH COILED STRAP HOEDOWN ISR INTERIOR SHEARWALL TO ROOF 00 W N.T.S. HOCA N.T.S. SWRA N.T.S. N.T.S. ISRA 0 0 N #CS16 w/ (11) -10d FASTENERS PER MEMBER DIAPHRAGM U.N.O. COLLECTOR COLLECTOR SPLICE L OPTIONAL STRAP LOCATION COLLECTOR SPLICE N.T.S. #CS16 w/ (11) -10d FASTENERS PER MEMBER DIAPHRAGM U.N.O. COLLECTOR COLLECTOR BEAM CSAC ROOF FRAMING SHEARVV PER P SECOND FLOOR SHEATHE AND CONST RAKE WALL PER S1 #WSW[ GROUND FLOOR NORTH ELEVATION N.T.S. SHEARWALL PER PLAN SSS Number: s2312003 Project Name: 18210 88th Ave W Owner: [Danielle Petschl] Project Location: 18210 88th Ave W, Edmonds, WA Design Professional: Katelier co Lon N O N O H o J p w Ln V) N J w � z E V_ 0 H DC 0) Ln p z Z Q W O V O C N U) V) �� X O C P\JD w Skt O� of x 40421 p �� '6'GIS-T ��tK SS10 O� This space reserved for governing jurisdiction stamps ORIGIN DATE: 01/26/2024 REVISED: ---- S2.1 2° 2" OF WOOD FURRIP (Y2"SHEATHING +2 FORM WORK /SWH-RTPF OP OF CONCRETE SWTOI STRONG WALL ANCHOR TEMPLATE OFFSET N.T.S. *WSWH-TP24 FASTENER QUANTITY: SWS16150: 46 SWS25600: 8 ATTACH #WSWH-TP PLATE (PROVIDED) ON ONE SIDE ONLY WITH A COMBINATION OF #SDS 4" x 6" AND #SWS16150 CONNECTOR SCREWS. COLLECTOR MAX WOOD SHIM OPTIONAL 1" DIAMETER BY%" DEEP COUNTERBORE ALIGN #WSWH-TP NOTCHES WITH BOTTOM OF TOP PLATE #SWS16150 INSTALL WSWH ON EXTERIOR F #SDS2 1" DIAMETER BY 1 /" DEEP COUNTERBORE SWT I STRONG WALL TOP CONNECTION N.T.S. SECTION INSTALL #SDS4" x 6" SCREWS @ AN "" c THAT PREVENTS THEM FROM EXITING SIDE OF FRAMING; APPROX 301, TYP LSL COLLECTOR NSWH 24X9 SHEET S2.2 DESIGN NOTES 1. STRONG -WALL WOOD SHEARWALL IS MANUFACTURED AND TRADEMARKED BY "SIMPSON STRONG -TIE COMPANY INC."HOME OFFICE: 5956 W. LAS POSITAS BLVD. , PLEASANTON, CA 94588 TEL: (800) 999-5099, FAX: (925) 847-1597, "SIMPSON STRONG -TIE COMPANY INC." IS AN ISO 9001-2008 REGISTERED COMPANY. 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. 3. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE, DESIGN OF THE BUILDING'S LATERAL FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER LATERAL FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE DESIGNER. 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY COMPONENTS FOR THE STRONG -WALL SB SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER FOR CLARIFICATION PRIOR TO CONSTRUCTION. 6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE DESIGNER. 7. SIMPSON STRONG -TIE COMPANY INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. 8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG -TIE. 9. SEE ICC-ES ESR-2652 OR CITY OF LOS ANGELES RR25730 AS APPLICABLE FOR ADDITIONAL INFORMATION. MIDDLE% OF PANEL THICKNESS HOLES • MAX, THREE HOLES IN FACE AND THREE IN EDGE. • 4"-DIAMETER HOLES, MAX. • 6" O.C., MIN. NO EDGE HOLES ALLOWED IN LOWER 26" OF PANEL NO HOLES ALLOWED IN TOP 8" OF PANEL FACE DRILL ZONE MAINTAIN 1%" MIN. EDGE DISTANCI FROM CHASE AND OUTSIDE EDGE, TYPICAL, NO FACE HOLES ALLOWED IN LOWER 46" OF PANEL NO HOLES ALLOWED IN TOP 8" OF PANEL FACE DRILL ZONE CENTER 4%" OF PANEL FACE AS SHOWN 12" ABOVE EXISTING HOLE, MIN. 22" 24" / HOLES/ • 4%" DIA. HOLES, MAX. HOLES FOR • MAX. OF TWO 4%" DIA. HOLES OR WSWH24X7 PANEL ONLY ONE 4 a"x12" HOLE, • MAX. OF ONE 4%"x6" HOLE • NO MINIMUM ON -CENTER SPACING • 8" FROM TOP OF PANEL, MIN. REQUIRED. ALLOWABLE SMALL HOLES ALLOWABLE LARGE HOLES FACE AND EDGE DRILL ZONES IN ADDITION TO ALLOWABLE SMALL HOLES NOTES: 1. FOR HEIGHTS NOT LISTED, ORDER THE NEXT TALLEST PANEL AND TRIM TO FIT. MINIMUM TRIMMED HEIGHT FOR ALL PANELS IS 741/2". 2. ALL PANELS COME WITH TWO PRE -ATTACHED HOLDOWNS, TWO STANDARD HEX NUTS, TWO STRUCTURAL WASHERS, TWO #WSW -TOW PLATES AND INSTALLATION INSTRUCTIONS, 3. ALL PANELS ARE 31/2" THICK. SWZ TRIM ZONE AND ALLOWABLE HOLES N.T.S. 2" MIN COVER 8" MIN STEM WALL PER DETAIL FWX/S2.3 #WSWH STRONGWALL (1) #3 TIE AROUND STRONGWALL ANCHOR BOLTS N (2) #4 HOOKS @ 6" APART CENTERED AT o EACH STRONGWALL ANCHOR LOCATION LU (TOTAL OF 4 PER STRONGWALL) 2'4' MIN 2" MIN COVER EA SIDE OF LU ANCHOR REINFORCEMENT 3" I.D. 18" MIN 6" COVER FTG THICKNESS 6" MIN EXTENSION GRADE BEAM PER PLAN (TYP) SWARI STRONG WALL ANCHOR REINFORCEMENT N.T.S. V CLR RON 'LATI ENDWALL OR CORNER CONDITION MIDWALL CONDITION 'RONGWALL 'LATE 2" DIAMETER LENGTH 6Y2HS HS ON HIGH STRENGTH MODELS 0 HEAVY HEX NUT LENGTH FIXED IN PLACE ON ALL WSW -AB ANCHOR BOLTS le HEAVY HEX NUT PLATE WASHER 0 HEAVY HEX NUT WSWH MODEL NO, DIAMETER LENGTH le PANEL MODEL WSWH24 WSWH-AB1x36HS 1" 36" 27%" FROM SIMPSON "https://embed,widencdn.net/pdf/plus/ssttoolbox/zi9rub5hpI/WSW1.pdf" SWAB STRONG WALL ANCHOR BOLT N.T.S. STRONG -WALL WOOD SHEARWALL MODEL MODEL NO. W (in.) H (in.) ANCHOR BOLTS TOTAL WALL WEIGHT (Ib.) QUANTITY DIA. (in.) WSWH24x9 24 108 2 1 250 PLACE WSWH OVER THE ANCHOR BOLTS AND ° ° ° ° ° SECURE WITH WASHER AND HEX NUTS ° ° ° ° (PROVIDED). SNUG TIGHT FIT REQUIRED; ° ° ° ° ° DO NOT USE AN IMPACT WRENCH. USE 1%" WRENCH FOR 1" NUT CONCRETE FOUNDATION WSWH HEX NUT AND STRUCTURAL WASHER SILL PLATE NOTES: 1. FOR HEIGHTS NOT LISTED, ORDER THE NEXT TALLEST PANEL AND TRIM TO FIT. MINIMUM TRIMMED HEIGHT FOR ALL PANELS IS 741/2". 2. ALL PANELS COME WITH TWO PRE -ATTACHED HOLDOWNS, TWO STANDARD HEX NUTS, TWO STRUCTURAL WASHERS, TWO WSW -TOW PLATES AND INSTALLATION INSTRUCTIONS. 3. ALL PANELS ARE 31/2" THICK. SWI I STRONG WALL BASE INSTALLATION N.T.S. SSS Number: s2312003 Project Name: 18210 88th Ave W Owner: [Danielle Petschl] Project Location: 18210 88th Ave W, Edmonds, WA Design Professional: Katelier M O N O H 0 J p w Ln J w � z E V_ OU H DC � Ln p z Z Q W O V C N En V) O C PVJ) w Skt of ti �pe,� yc F x 40421 � �k'G ISTv,�� NAL This space reserved for governing jurisdiction stamps ORIGIN DATE: 01/26/2024 REVISED: ---- 2 S21 HOLDOWN ANCHOR --- e FOUNDATION WALL EMBEDDED HOLDOWN ANCHOR EMBEDDED STRAP MINIMUM STEM HEIGHT REQUIRED TO ACCOMMODATE ANCHORAGE PER HOLDOWN SCHEDULE FOOTING I DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOLDOWN L — — — EMBEDMENTS INTO WALL MHE MINIMUM HOLDOWN EMBEDMENT N.T.S. STD 900 HOOK INTO INTERSECTING GR BEAM e MHE rGR BEAM REINF MATCH HORIZ REINF 1-6 CORNER BAR @ ALL OUTER REINF e e 1 WALLS STD 900 HOOK INTO INTERSECTING GR BEAM ALTERNATE EA BAR REINF MATCH HORIZ � \ REINF V-6" CORNER BAR @ ALL OUTER REINF REINFORCEMENT AT INTERSECTIONS N.T.S. RIAA NOTES: -Simpson SET-XP epoxy -Threaded rod, 0 per plan (A307) -Hole diameter; threaded rod diameter + %6" -8" embed into the concrete, u.n.o. -Follow the manufacturers' specifications for installing the anchor and hardware http://www.strongtie.com/products/a nchorsystems/adhesives/adhesive_ anchoring_install.html# sec�nns 1-80 2 4 cycles (min_ secoonds (mina I 80 psi min. psi min. EPDXY - ANCHOR BOLT N.T.S. EXPA EMBED REBAR INTO EXISTING FDN WALL (DRILL & SET-XP EPDXY 4" MIN) MATCH THE SIZE, SPACING AND LOCATION OF THE NEW FDN WALL DESIGN EXISTING WALL EXISTING FTG N •. A y NEW FDN IS CUT AWAY HERE TO HELP ILLUSTRATE THE CONN OF THE NEW REINF TO THE EXISTING FDN NEW FTG NEW WALL NEW TO EXISTING FOUNDATION N.T.S. (2) #4 CONT - 8" U.N.O. P.T. SILL PLATE @ TOP OF WALL & A.B. CONC SLAB ON GRADE CONC STEM WALL CTRD ON FTG, U.N.O. 4'-6" MAX 1'-6" MIN #4 VERT @ 16"oc #4 HORIZ @ 12" oc 18" THICK 24" WIDE FTG (GB-1) w/ (3) #5 @ TOP, 2" CLEAR (3) #5 @ BTM, 3" CLEAR LAP SPLICES 40" MIN NOTES: -CENTER VERTS AND DOWELS IN STEM WALL -DEEPEN FOUNDATION AS REQD TO ACCOMODATE FOR HOLDOWN EMBEDMENTS -DEEPEN EXCAVATION TO PROVIDE MINIMUM FOOTING DEPTH FWX� FOUNDATION WALL - STEM N.T.S. DIMENSIONS ASSUMED IN DESIGN VERIFY DURING CONSTRUCTION 7- 14" MIN 14" MIN 4 REM I REMODEL VERIFICATION N.T.S. N NEFA 2'-0" MAX BETWEEN GRADES #4 @ 16"oc DOWELS w/ 14" EXTENSION INTO WALL & STD 1'-6" MIN Nnnv TNI F r REM FWX SSS Number: s2312003 Project Name: 18210 88th Ave W Owner: [Danielle Petschl] Project Location: 18210 88th Ave W, Edmonds, WA Design Professional: Katelier co Lon N O N O H 0 J w Ln p�J w Z E V_ OU H L J#n Ul Ln p z Z O� w O V C N Ln V) Ln O C P\JD w Skt x 40421 � ISTv,�� SSjONAI O� This space reserved for governing jurisdiction stamps ORIGIN DATE: 01/26/2024 REVISED: ---S213 - SYMBOL LEGEND SLEXP #HOLDOWN MODEL HOLDOWN Represents holdowns which are located at the bottom of the wall where it is called out. Connections are wall-to-wall or wall -to fdn u.n.o. Connections per the HOLDOWN SCHEDULE. CONCRETE WALL AND CONTINUOUS FOOTING See CONCRETE and REINFORCING BAR specifications per DETAIL FWS/S2.3. EXISTING FOUNDATION See assumed site conditions and specifications per DETAIL REM/S2.3. EXISTING CONDITIONS THE FOLLOWING FRAMING ASSUMPTIONS WERE MADE IN OUR DESIGN • SPAN DIRECTION AND CONSTRUCTION OF ROOF AND FLOOR FRAMING • SIZE AND SPACING OF STUD WALLS • PRESENCE OF STEM WALL AND FOOTINGS THESE ARE REASONABLE ASSUMPTIONS BASED ON PHOTOGRAPHS, DESIGNER DOCUMENTATION AND TYPICAL CONSTRUCTION STANDARDS. IT WILL BE NECESSARY, HOWEVER, TO VERIFY THESE ELEMENTS DURING DEMOLITION WHEN FURTHER OBSERVATIONS CAN BE MADE. THIS OFFICE IS AVAILABLE TO PARTICIPATE SHOULD THE SITUATION BECOME COMPLICATED. THE STRUCTURAL MEMBERS AND ASSEMBLIES SHALL BE CONSTRUCTED AS SPECIFIED ON THE PLANS. EXISTING CONSTRUCTION IS ADEQUATE WHERE IT MEETS OR EXCEEDS THE MATERIAL GRADES AND SPECIFICATIONS WE PROVIDED THROUGH PLANS, DETAILS AND GENERAL NOTES. WHERE EXISTING CONDITIONS OR OUR PROPOSED CONSTRUCTION DIFFERS, THEN, EITHER CONSTRUCT AS SHOWN ON OUR PLANS OR CONTACT THIS OFFICE TO DISCUSS OPTIONS, L FOUNDATION PLAN 1/4" = 1'-0" DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS USE SIMPSON71 l` TEMPLATE!! nFST(;N NnTF WSW DESIGNED TO PROVIDE %" GAP BETWEEN LSL AT BASE OF WSW AND CONCRETE, ENSURE CONCRETE IS LEVEL AND SMOOTH BENEATH PANEL. GRIND OR GROUT AS NECESSARY. THE STRONGWALL PANEL MUST BE INSET 2" FROM THE OUTSIDE FACE OF THE CONCRETE STEM. SSS Number: s2312003 Project Name: 18210 88th Ave W Owner: [Danielle Petschl] Project Location: 18210 88th Ave W, Edmonds, WA Design Professional: Katelier M c.n N O N O H 0 J 0 w Ln Le) N sJ w z E O V U Ln 0 Z w V) O U C31 C N �u7 X O V S/� w of � 40421 p �FGIST%_; I tiD` �SSIaNAt Off\ This space reserved for governing jurisdiction stamps ORIGIN DATE: 01/26/2024 REVISED: ---S310 - SYMBOL LEGEND ------------------- DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM. DIAPHRAGM PROJECTION Represents elements such as roof eaves, facades, and the like. SHEARWALL Represents walls which are shearwalls and shows the extents of that wall. Connections per the SHEARWALL SCHEDULE. #HOLDOWN MODEL HOLDOWN Represents holdowns which are located at the bottom of the wall where it is called out. Connections are wall-to-wall or wall -to fdn u.n.o. Connections per the HOLDOWN SCHEDULE. JOIST, TRUSS, OR RAFTER Repetitive member symbol points in the direction of the span. The type, size and max spacing between members will be indicated in bold type with a symbol which is representative of the layout of the entire level. POST Indicates the location of a post within walls below framing. Sizes are indicated on the plan. Grades are indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Consult detail BHS/S2.0 for posts not indicated on the plans. INTERIOR BEARING WALL Indicates interior walls which support repetitive members. Construct per WALL FRAMING & BEARING in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. JAL Ll HANGER Indicates hanger, standard or concealed flange. Provide fasteners in all holes. Reference the GENERAL STRUCTURAL NOTES for the minimum size hanger. If a different model no. is required, it will be noted on the plan. G) FLOOR DRAIN Represents the location of a floor drain at the framing level. It shall not be permitted to penetrate framing members due to floor drains without contacting Sound Structural Solutions for approval. Exception: Horizontal beam & joist penetrations per detail BP/S2.0. Vertical penetrations shall never be permitted!!! BEAM or HEADER Represents the location of a beam or header. Sizes are indicated on the plan. Grades are indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Headers (HDR) shall be 2-2x6 (or 4x6) U.N.O. on the plan. EXISTING CONDITIONS THE FOLLOWING FRAMING ASSUMPTIONS WERE MADE IN OUR DESIGN • SPAN DIRECTION AND CONSTRUCTION OF ROOF AND FLOOR FRAMING • SIZE AND SPACING OF STUD WALLS • PRESENCE OF STEM WALL AND FOOTINGS THESE ARE REASONABLE ASSUMPTIONS BASED ON PHOTOGRAPHS, DESIGNER DOCUMENTATION AND TYPICAL CONSTRUCTION STANDARDS. IT WILL BE NECESSARY, HOWEVER, TO VERIFY THESE ELEMENTS DURING DEMOLITION WHEN FURTHER OBSERVATIONS CAN BE MADE, THIS OFFICE IS AVAILABLE TO PARTICIPATE SHOULD THE SITUATION BECOME COMPLICATED. THE STRUCTURAL MEMBERS AND ASSEMBLIES SHALL BE CONSTRUCTED AS SPECIFIED ON THE PLANS. EXISTING CONSTRUCTION IS ADEQUATE WHERE IT MEETS OR EXCEEDS THE MATERIAL GRADES AND SPECIFICATIONS WE PROVIDED THROUGH PLANS, DETAILS AND GENERAL NOTES. WHERE EXISTING CONDITIONS OR OUR PROPOSED CONSTRUCTION DIFFERS, THEN, EITHER CONSTRUCT AS SHOWN ON OUR PLANS OR CONTACT THIS OFFICE TO DISCUSS OPTIONS. 1> P> R> WALL WALL WALL WALL LINE LINE LINE LINE A VB C VD 1st FLOOR SHEARWALLS & FRAMING ABOVE 1/4" = V-0" DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS #HTS30 BEAM TO STUDS HATCHED AREA REPRESENTS 2x FLAT BLOCKS AT UNSUPPORTED EDGES: 10d @ 4" oc BOUNDARIES & ALL PANEL EDGES 10d @ 12" oc INTERMEDIATE FRAMING SSS Number: s2312003 Project Name: 18210 88th Ave W Owner: [Danielle Petschl] Project Location: 18210 88th Ave W, Edmonds, WA Design Professional: Katelier M Lon N O N O 1--1 ' oo _I Q LL Ln N N J LU Z V_ 0 H DC Cn �7 Ln Ln p Z Z O w O V �1 C N Ul) Ul) O s= w s� O� of ti� x 40421 p R�GIs V,CL� SSI0NAL O� This space reserved for governing jurisdiction stamps ORIGIN DATE: 01/26/2024 REVISED: ---S410 - SYMBOL LEGEND ------------------- DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM. DIAPHRAGM PROJECTION Represents elements such as roof eaves, facades, and the like. SHEARWALL Represents walls which are shearwalls and shows the extents of that wall. Connections per the SHEARWALL SCHEDULE. #HOLDOWN MODEL HOLDOWN Represents holdowns which are located at the bottom of the wall where it is called out. Connections are wall-to-wall or wall -to fdn u.n.o. Connections per the HOLDOWN SCHEDULE. JOIST, TRUSS, OR RAFTER Repetitive member symbol points in the direction of the span. The type, size and max spacing between members will be indicated in bold type with a symbol which is representative of the layout of the entire level. POST Indicates the location of a post within walls below framing. Sizes are indicated on the plan. Grades are indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Consult detail BHS/S2.0 for posts not indicated on the plans. INTERIOR BEARING WALL Indicates interior walls which support repetitive members. Construct per WALL FRAMING & BEARING in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. _J I L_ U HANGER Indicates hanger, standard or concealed flange. Provide fasteners in all holes. Reference the GENERAL STRUCTURAL NOTES for the minimum size hanger. If a different model no. is required, it will be noted on the plan. G FLOOR DRAIN Represents the location of a floor drain at the framing level. It shall not be permitted to penetrate framing members due to floor drains without contacting Sound Structural Solutions for approval. Exception: Horizontal beam & joist penetrations per detail BP/S2.0. Vertical penetrations shall never be permitted!!! BEAM or HEADER Represents the location of a beam or header. Sizes are indicated on the plan. Grades are indicated in the GENERAL STRUCTURAL NOTES U.N.O. on the Ian. Headers HDR shall be 2-2x6 or 4x6 U.N.O. P (HDR) i ) on the plan. EXISTING CONDITIONS THE FOLLOWING FRAMING ASSUMPTIONS WERE MADE IN OUR DESIGN • SPAN DIRECTION AND CONSTRUCTION OF ROOF AND FLOOR FRAMING • SIZE AND SPACING OF STUD WALLS • PRESENCE OF STEM WALL AND FOOTINGS THESE ARE REASONABLE ASSUMPTIONS BASED ON PHOTOGRAPHS, DESIGNER DOCUMENTATION AND TYPICAL CONSTRUCTION STANDARDS, IT WILL BE NECESSARY, HOWEVER, TO VERIFY THESE ELEMENTS DURING DEMOLITION WHEN FURTHER OBSERVATIONS CAN BE MADE. THIS OFFICE IS AVAILABLE TO PARTICIPATE SHOULD THE SITUATION BECOME COMPLICATED. THE STRUCTURAL MEMBERS AND ASSEMBLIES SHALL BE CONSTRUCTED AS SPECIFIED ON THE PLANS. EXISTING CONSTRUCTION IS ADEQUATE WHERE IT MEETS OR EXCEEDS THE MATERIAL GRADES AND SPECIFICATIONS WE PROVIDED THROUGH PLANS, DETAILS AND GENERAL NOTES. WHERE EXISTING CONDITIONS OR OUR PROPOSED CONSTRUCTION DIFFERS, THEN, EITHER CONSTRUCT AS SHOWN ON OUR PLANS OR CONTACT THIS OFFICE TO DISCUSS OPTIONS. WALL LINE A WALL LINE B WALL LINE C WALL LINE D \ /I ::::.:.:.:.:.:.:.:.:.:.: ... ...... : � ........................�. N E :::::::::::::.:.:.:.:.:.:.:.:.:.:.:.:.:.:.: I . I s2.1 : - : : . : . : . : . : . : . : . ::::::: I BTM CHORD SLOPED TO MATCH CEILING VAULT, TYP @ SLOPED HIP CEILING I .......... ... I \ 3) #SDWS EWS, KING . ... .'. .'.'.' I STUD O HDR (SIMSD TAIL KSH/S2.0) \ D :::. i \ SW A6 3 % x 9 y LSL HDR (2 1) SW A6 HATCHED AREA REPRESENTS I EXISTING FRAMING TO REMAIN, TYP ::� :.:.:.:.:.:.:.:.:.:.:.:.:.:.: . . . . . . . . . . . . . . . o ti1 . I ................ sr I .: #MSTC40 �ti I :.: [E].M TRUSSES �: . . . . . . . . . . . NQ I SCISSOR .T. (2-3) [E] TOP PLATE TO CTP1 N `� MFG SCISSOR T USSES @ 24'bc I I TRUSSES CLTR S2.0 . . I STRAP TO BEAM, TYP 2 #CS16 I .'.:.I :. .: .: .: .: .: .'.' ': i #MSTC40 WALL LINE 3, SEE N N DETAILCSH/S2.0 S4 N 52.0 S4 I ::I:: I I / CTP2 \ I: S2.0 ----------- \ TRUSS CLTR D I I :.:.:I :.:.:.:.:.:.: :.:.:.:.:.:.:.:.:.:.:.:.:.: e DESIGN TRUSS TO RESIST: TRUSS CLTR 0 :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. .:.:.:.: I 0.6W = 1000# I :I ::::%:::::::::::::::::::::::::::::::: _ \ 0.7E-1500# I : .:.:.:.:.:.:.:.:.:.:.:.:.............. ::: F TRUS ES @ 24"oc :1: TYP U.N.O. - J ::::.:.: .'.:�..:.;•:• :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. ................... ..... .: \ . . . . . . . . . . . . . . . . . . . . . . ::: HANGER PER TRUSS \ . w �. V MFG, TYP U.N.O. \ -- -- --- —LL. Q :------ G U o GT24 ( ) o . : . . . . . . . u DESIGN TRUSS TO RESIST: x E C TR SS = :,%:::::::::::::::::::::::::::: :': :': :':::::::::::::::::::::::::::: : 0.7E=1400# :::%.::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :. J 'yfo �. SOLAR -READY ROOF tif� DEAD LOAD 20 PSF MAX LIVE LOAD 0 PSF MAX :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.: ..:.:.:.:.:.: SNOW LOAD 25 PSF MAX .:.:::.:::.:::.:::.:::.:::.:::.:::.:::.:::.:::.:::.:::.:..:..:..:..:..:..:::.::: jPi ' . .------ \ -----— — — — — — — — — — ---- — SW [N] 4X6 HDR (2 6) TPS [N] TO [E] DBL A6 \ S2.0 TOP PLATE HATCHED AREA REPRESENTS OVERFRAMING PER STRUCTURAL NOTES OVER EXISTING HIP ROOF VERIFY SHEAR FLOW CONNECTIONS & WALL SHEATHING OF EXISTING SHEAR WALL PANELS ALONG WALL LINE 4 MEET SW A6 DESIGN MINIMUMS 2nd FLOOR SHEARWALLS & FRAMING ABOVE - SFR 1/4" = V-0" DO NOT SCALE - REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS SSS Number: s2312003 Project Name: 18210 88th Ave W Owner: [Danielle Petschl] Project Location: 18210 88th Ave W, Edmonds, WA Design Professional: Katelier M � N O N O H 0 J <=> W Ln V) N J W z O ~ U V N � z Q W O U O S= N cn V) X O V SKI oti w Q x 40421 p RAG I ST �SSI�NAt O�\ This space reserved for governing jurisdiction stamps ORIGIN DATE: 01/26/2024 REVISED: ---- M O O ('V M c'V CU NI CU Ln Ln Ln �I Q 00 00 0 00 I 0 0 ('V