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APPROVED BLD PLN RESUB 1-BLD2023-0665+Architectural_Plan+8.29.2023_10.23.49_AM+3752678CLIMATIC & GEOGRAPHIC DESIGN CRITERIA IRc TABLE R3o1.2(I) ROOF SNOW a WIND SPEED b TOPOGRAPHIC EFFECTS ` SPECIAL WIND WINDBORNE SEISMIC DESIGN WEATHERING d FROST LINE TERMITE OUTDOOR DESIGN TEMP ICE BARRIER UNDERLAYMENT F1-OOD ` AIR FREEZING MEAN NNUAL LOAD REGION DEBRIS ZONE CATEGORY DEPTH (�- HEAT/COOL REQUIRED HAZARDS INDEX TEM 25 Ilo YES NO NO DZ MODERATE 12 SLIGHT TD 83/17 NO NO 113 53 MODERATE MANUAL J DESIGN CRITERIA" ELEVATION LATITUDE WINTER HEATING SUMMER COOLING ALTITUDE CORRECTION INTERIOR DESIGN DESIGN TEMPERATURE HEATING TEMPERATURE FACTOR TEMPERATURE COOLING DIFFERENCE 154 FT 47°3�'2(0" 72°F MAX 75°F MIN a.00 72°F 75°F 45°F COOLING TEMPERATURE DIFFERENCE WIND VELOCITY HEATING WIND VELOCITY COOLING COINCIDENT WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY 8°F N.A. N.A. (o(o MEDIUM 75% (08% a. THIS IS THE MINIMUM ROOF SNOW LOAD. WHEN USING THIS SNOW LOAD IT WILL BE LEFT TO THE ENGINEERS JUDGMENT WHETHER TO CONSIDER DRIFT OR SLIDING SNOW. HOWEVER, RAIN ON SNOW SURCHARGE OF 5 PSF MUST BE CONSIDERED FOR ROOF SLOPES LE55 THAN 5 DEGREES. b. WIND EXPOSURE CATEGORY AND TOPOGRAPHIC EFFECTS (WIND SPEED-UP KZT FACTOR) SHALL BE DETERMINED ON A SITE -SPECIFIC BASIS BY THE ENGINEER OF RECORD (COMPONENTS AND CLADDING NEED NOT CONSIDER TOPOGRAPHIC EFFECTS UNLESS OTHERWISE DETERMINED BY THE ENGINEER OF RECORD). °. WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TD SATISFY THE STRUCTURAL REQUIREMENTS OF THIS GODS. THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM G 34, G 55, G G2, G 73. G ?�o, G 12�J, G 145, G ZIG OR G G52. d. THE CITY OF KIRKLAND PARTICIPATES IN THE NATIONAL FLOOD INSURANCE PROGRAM (NFIP)� REGULAR PROGRAM (NO SPECIAL FLOOD HAZARD AREA). Zol g WSEG &IRG VENTILATION TABLE 402.1.1 CLIMATE ZONE CJ MARINE 4 (R-VALUE (a) OR U-FACTOR) FENESTRATION U-FACTOR (b) 0.30 SKYLIGHT (b) U-FACTOR o.50 CEILING R-VALUE (e) �}� WOOD FRAME WALL (y,h) R-VALUE 21 Int. FLOOR R-VALUE 30 BELOW -GRADE (c,h) WALL R-VALUE 10/15/21 ant. +STB SLAB (d,f) R-VALUE &DEPTH 10, 2 ft. FOR SI: I FOOT = 304.8 MM, GI =CONTINUOUS INSULATION, INT =INTERMEDIATE FRAMING. a. R-VALUES ARE MINIMUMS. U-FACTORS AND SHGG ARE MAXIMUMS. WHEN INSULATION IS INSTALLED IN A CAVITY WHICH IS LE55 THAN THE LABEL OR DESIGN THICKNESS OF THE INSULATION, THE COMPRESSED R-VALUE OF THE INSULATION FROM APPENDIX TABLE Alol.4 SHALL NOT BE LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. b. THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS. °lo/15/ZI +STB�� MEANS R-lo CONTINUOUS INSULATION ON THE EXTERIOR OF THE WALL, OR R-15 CONTINUOUS INSULATION ON THE INTERIOR OF THE WALL, OR R-21 CAVITY INSULATION PLUS A THERMAL BREAK BETWEEN THE SLAB AND THE BASEMENT WALL AT THE INTERIOR OF THE BASEMENT WALL. °l0/15/21 +STB° SHALL BE PERMITTED TO BE MET WITH R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE WALL. °5TB° MEANS R-5 THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT WALL d. R-lo CONTINUOUS INSULATION 15 REQUIRED UNDER HEATED SLAB ON GRADE FLOORS. SEE SEGTIDN R402.2.�.1. G• FOR SINGLE RAFTER- OR JOIST -VAULTED CEILINGS, THE INSULATION MAY BE REDUCED TO R-38 IF THE FULL INSULATION DEPTH EXTENDS OVER THE TOP PLATE OF THE EXTERIOR WALL f. R-7.5 CONTINUOUS INSULATION INSTALLED OVER AN EXISTING SLAB IS DEEMED TO BE EQUIVALENT TO THE REQUIRED PERIMETER SLAB INSULATION WHEN APPLIED TO EXISTING SLABS COMPLYING WITH SECTION R5o3•I.I. IF FOAM PLASTIC 15 USED, IT SHALL MEET THE REQUIREMENTS FOR THERMAL BARRIERS PROTECTING FOAM PLASTICS. g• FOR LOG STRUCTURES DEVELOPED IN COMPLIANCE WITH STANDARD ICC 400, LOG WALLS SHALL MEET THE REQUIREMENTS FOR CLIMATE ZONE 5 OF IGG 400. h. INT• (INTERMEDIATE FRAMING) DENOTES FRAMING AND INSULATION AS DESCRIBED IN SECTION A103.2.2 INCLUDING STANDARD FRAMING I(o INCHES ON CENTER, 7S PERCENT OF THE WALL CAVITY INSULATED AND HEADERS INSULATED WITH A MINIMUM OF R-10 INSULATION. GENERAL NOTES: THESE GENERAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE DRAWINGS. ANY DISGREPANGIES FOUND AMONG THE DRAWINGS, GENERAL NOTES AND SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER THE DISCOVERY OF A DISCREPANCY SHALL BE DONE AT THE CONTRACTORS OWN RISK. ALL METHODS AND MATERIALS TO CONFORM TO THE 2018 INTERNATIONAL BUILDING GODS, 201Pj INTERNATIONAL RESIDENTIAL GODS AND 2018 WASHINGTON STATE ENERGY GODS AS AMENDED AND ADOPTED BY APPLICABLE JURISDICTION. DESIGN CRITERIA (IRG 301): THE ENGINEERED LATERAL DESIGN FOR THE BUILDING IS IN ACCORDANCE WITH THE 201Pj INTERNATIONAL BUILDING GODS AND IS PROVIDED BY THE ENGINEER OF RECORD. DESIGN LOADS: ROOF: LL=25, DL=15, TL=q�O FLOOR: LL=q•o, DL=1o, TL=So DECK: LL=10, DL=(o0, TL=70 INFILTRATION CONTROL (WSEG 402): I. EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANED OPENINGS AT PENETRATION OF UTILITY SERVICES THROUGH WALLS, FLOOR AND ROOFS�AND ALL OTHER OPENING IN THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED AND GASKETED OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. OTHER EXTERIOR JOINTS AND SEAMS SHALL BE SIMILARLY TREATED, OR TAPED, OR COVERED WITH MOISTURE VAPOR PERMEABLE HOUSEWRAP 2. ALL EXTERIOR DOORS OR DOORS SERVING AS ACCESS TO AN ENCLOSED UNHEATED AREA SHALL BE WEATHERSTRIPPED TO LIMIT LEAKAGE AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION 3. RECESSED LIGHTING FIXTURES (402.4.4): WHEN INSTALLED IN THE BUILDING ENVELOPE SHALL BE: -TYPE IG RATED AND CERTIFIED UNDER ASTM E283 TO HAVE NO MORE THAN 2.0 GFM AIR MOVEMENT -THE LIGHTING FIXTURE SHALL BE TESTED AT 7(o PASCALS OR 1.57 LBS/SF PRESSURE DIFFERENCE AND LABELED SHOWING COMPLIANCE -SHALL BE INSTALLED WITH A GASKET OR CAULK AT THE CEILING TO PREVENT AIR LEAKAGE VAPOR BARRIERS/GROUND GONERS: GLASS I (SHEET POLYETHYLENE UNPERFORATED ALUMINUM FOIL) OR GLASS II SMOKE ALARMS AND HEAT DETECTION (R31q•): ALL SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL217 AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS GODS AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. SMOKE ALARMS SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING AND BE IIoV INTERGONNEGTED WITH BATTERY BACK-UP. FIREBLOGKING: SHALL BE PROVIDED TO GUT OFF ALL CONGEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN TOP STORY AND ROOF SPACE. INSTALL PER IRG 302.11 WATER-RESISTANT GYPSUM BACKING BOARD (IRG 702.3.7): GYPSUM BOARD USED AS A BACKER BOARD FOR CERAMIC TILE SHALL CONFORM TO ASTM GI3°J(o, GII78 OR GI278• WATER-RESISTANT GYPSUM BOARD SHALL NOT BE INSTALLED OVER A VAPOR RETARDER IN A SHOWER OR TUB COMPARTMENT. GUT OR EXPOSED EDGES, INCLUDING THOSE AT WALL INTERSECTIONS, SHALL BE SEALED AS RECOMMENDED BY THE MANUFACTURER. FASTENERS IN PRESERVATIVE TREATED WOOD (R317.3•I): FASTENERS, INCLUDING NUTS AND WASHERS, FOR PRESERVATIVE TREATED WOOD SHALL BE HOT DIPPED ZING -COATED, GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. STAPLES SHALL BE OF STAINLESS STEEL. DRIP EDGE (IRG R�Jo5,2.Pj.5): A DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF ASPHALT SHINGLE ROOFS AND SHALL EXTEND .25 INCHES BELOW SHEATHING AND 2�� UP ROOF DECK SEALING (WSEG R4o3.3.4): DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH WSU RS-33 USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED. -POST CONSTRUCTION &ROUGH -IN: TOTAL LEAKAGE To BE LESS THAN OR EQUAL To 4GFM PER l00 S.F• OF CONDITIONED FLOOR AREA AT 0.1 INCHES W.G. FOR ENTIRE SYSTEM, INCLUDING AIR HANDLER ENCLOSURE. ALL REGISTER BOOTS SHALL BE TAPED OR OTHERWISE SEALED DURING TEST• LEAKAGE TO OUTDOORS SHALL BE LESS THAN OR EQUAL TO 4GFM PER l00 SQUARE FEET OF CONDITIONED FLOOR AREA DUCT INSULATION &INSTALLATION (WSEG R443.3•�0 & R443.3.7): DUCTS SHALL BE INSULATED TO A MINIMUM R-Pj, EXCEPT IF LOCATED COMPLETELY WITHIN THE BUILDING THERMAL ENVELOPE.DUGTS SHALL BE INSULATED TO A MINIMUM R-Pj, EXCEPT IF LOCATED COMPLETELY WITHIN THE BUILDING THERMAL ENVELOPE.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. (KRAFT-PAGED FIBERGLASS BATTS) VAPOR RETARDERS ARE REQUIRED ON THE INTERIOR SIDE OF FRAMED WALLS (R7o2.2) 2018 WASHINGTON STATE ENERGY GODS: GLASS III VAPOR RETARDER (LATEX OR ENAMEL PAINT) PERMITTED AT VENTED CLADDING _ENERGY CREDITS (DEBITS) REQUIRED: SEE ATTACHED FORMS AND BELOW: OVER WOOD STRUCTURAL PANELS, FIBERBOARD, OR GYPSUM, OR CONTINUOUS INSULATION � ADDITIONS WITH SF < 50o SF = 1.5 CREDIT REQUIRED � WITH R-VALUE �= 2.5 OVER 2x4 WALLS OR R-VALUE >=3.75 OVER 2x(o WALLS. (R742.7•I) VAPOR RETARDER UNDER SLAB (R5o(o.2.3): (o MIL POLYETHYLENE OR APPROVED VAPOR HEATING CREDIT OPTIONS (AS PER TABLE 40(0$) RETARDER WITH JOINTS LAPPED NOT LESS THAN !o" SHALL BE PLACED BETWEEN THE � OPTION I = 0.0 CREDITS: COMBUSTION HEATING MINIMUM NAEGA CONCRETE FLOOR SLAB AND THE BASE COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. EXCEPT AT GARAGES, UTILITY BUILDINGS AND OTHER ENERGY CREDIT OPTIONS (AS PER TABLE 40l0.3) UNHEATED ACCESSORY STRUCTURES. II � OPTION #3.1a = I.0 CREDIT: GROUND COVER (R40Pj.1): (o MIL BLACK POLYETHYLENE OR APPROVED EQUAL SHALL BE HIGH EFFICIENCY HVAG -ENERGY STAR RATED (U.S. NORTH) GAS OR PROPANE LAID OVER THE GROUND WITHIN CRAWL SPACES AND SHALL BE OVERLAPPED IZ MINIMUM FURNACE WITH MINIMUM AFUE OF °�5% AT THE JOINTS AND SHALL EXTEND TO THE FOUNDATION WALL � OPTION #5,3 = I.o CREDIT: EFFICIENT WATER HEATING -WATER HEATING SYSTEM SHALL BE ENERGY STAR RATED GAS OR PROPANE WATER HEATER WITH A MINIMUM UEF OF 4•°JI / /O�, �� / 7.�� �S�L I I D 00 PROJECT INFORMATION ADDRESS 1�804 815T PL W, EDMONDS, WA �Qj02lo PARCEL NUMBER 00(o03q�00001000 OWNER BERNARDO FLORES LEGAL DESCRIPTION VALLEY HI BLK 00o D-oo -LOT l0 SCOPE OF WORK CONSTRUCT NEW 107 S.F• MASTER BEDROOM CLOSET ADDITION AND EXISTING MASTER BATHROOM REMODEL. ZONING ZONE RS-Pj \ SETBACKS FRONT: 25', SIDE: 7.5', REAR: 15' LOT COVERAGE 35% HEIGHT LIMIT 25' TO RIDGE IMPERVIOUS 50% LOT COVERAGE � LOT AREA 5712 •35 ILIMIT I ALLOWED 3oq•OJ•2 BUILDING FOOTPRINT IID�pJ � I I TOTAL (�p � 8 ACTUAL 0.1� IMPERVIOUS SURFACE I � GRANGE IND HEIGHT CALCULATION I 0 � ELEvaTIONS I A 384.00 I B 381.00 G 37�.00 I I D 383•00 � TOTAL 1527.0 I ABE: 381.70 AVERAGE EXIST. GRADE: 381.75' MAX. HEIGHT ALLOWED: 381.75' + 25'= 40�0.75' EXISTING HIGHEST RIDGE: 3��J.7' < 40(0.75' I SD� � I I I I � I I I IVICINITY MAP: v' I QBlinds shop � - ® ° i9bcnsrsw 3 � I � s � Grow with L I I I � � an 196th Po SW I a I I•14804 Bl St Plate west 196lh St s�' , I� I � , 99<n s: sw I � £ I 7 a � � ?nnn `:�,v 26an s1 sew Zoom sl sw I s,i � a � � AREA CALCULATION LEVEL/ROOM EXIST• NEW TOTAL AIN FLOOR (S.F•) 13�02 0 13�02 PPER FLOOR (S.F•) 330 l07 437 OTAL (SQ.FT.): I(o�2 l07 17�� ARAGE: 33G o 33�0 SHEET INDEX G COVER -GENERAL NOTES I MAIN FLOOR PLAN 2 UPPER FLOOR FRAMING 3 UPPER FLOOR PLAN 4 ROOF FRAMING 5 ELEVATIONS AD -I ARGHITEGTURAL DETAILS &SEGTIDN 51-53 STRUCTURAL DETAILy z o� o W U Z � � W W (� W � (n Z �� �� �Q �� e U � rn O N a--� W � L o U 00 � L � GO j O • � � 1= moo V) � � C m y � Y � Q N U � � _� X M m • Z a : W TW �1 V J W O U J0� � 23-023 DATE: 05-31-Zo23 REV: og-14-23 SHEET � ��p�a��uT � i� oa�u�T��T� C VERIFY MIN. 0/8° TYPE 'X' GWP @ GARAGE UNDER NEW CLOSET. I/2�� GWP AT CLOSET WALL UP TD ROOF SHEATHING EXISTING SHEARWALL TO REMAIN: gd NAILS @ (o" O.G. EDGES & 12�� O.G. FIELD W/ 5/8" ANCHORS @ 0'-0" O.G. EXISTING SHEARWALL TO REMAIN: 8d NAILS @ 4�� O,G. EDGES & IZ° O.G. FIELD W/ 5/8�� ANCHORS @ 3 -�O O.G. & STHDIo HOEDOWN EA END. EXISTING 51NGLE FAMILY RE5IDENGE �i EXISTING SHEARWALL TD ----- REMAIN: 8d NAILS @ q." ,' �� �� II I O.G. EDGES & 12�� O.G. !�ii� I FIELD W/ 5/8 ANGHORS'��iii I @ 3�-(0° O.G. & HDur-� � i i � t� c rn II HOEDOWN EA END:I � 4 I � � x I I 'lii ii li r EX15T. GARP�GE i EXISTING OHD Dk IVF EXISTING ASPHALT O 0 z 3 z t✓ W EXISTING PORGH � EXISTING SHEARWALL TO (`32 REMAIN: 8d NAILS @ (o�� '�g O,G. EDGES & I Z O.G. FIELD W/ 5/8° ANCHORS @ 5'-0�� O.G. EXISTING SHEARWALL TO REMAIN: gd NAILS @ (o�� O,G. EDGES & IZ�� D.G. FIELD W/ �/8" ANCHORS @ �'-o" O.G. EXISTING SHEARWALL TO REMAIN: �jd NAILS @ 4° O.G. EDGES & I2�� D.G. FIELD W/ �i/8° ANCHORS @ 3'-(0�� D.G. & STHDIo HOEDOWN EA END. • LEC>END S.D. � ---- DENOTES IIaV. SMOKE DETECTOR W/ BATTERY PACK -UP & INTERGONNEGTED ALARMS -VERIFY EXISTING LOCATION OR INSTALL. G.O. ____ DENOTES IIoV. SMOKE DETECTOR GARPON MONOXIDE DETECTOR W/ PATTERY PACK -UP & INTERGONNEGTED ALARMS - VERIFY EXISTING LOCATION OR INSTALL. 0 EXISTING GONSTRUGTIDN 0 NEW CONSTRUCTION EXISTING REMOVED ENGINEERING NOTES: I. SW-x DENOTES SHEARWALL TYP. SEE S-SHEETS FOR SCHEDULE, DETAILS &NOTES 2. ALL NEW EXTERIOR WALLS SHALL PE FRAMED AS SHEARWALL TYPE (o, UNLESS NOTED OTHERWISE. ZOl pj WASHINGTON STATE ENERGY GODS: - ENERGY CREDITS (DEPITS) REQUIRED: SEE ATTACHED FORMS AND PELOW: � ADDITIONS WITH SF < 50o SF = 1.0 CREDIT REQUIRED � HEATING CREDIT OPTIONS (AS PER TAPLE 40(0.2) � OPTION I = o.o CREDITS: GOMPUSTIDN HEATING MINIMUM NAEGA P ENERGY CREDIT OPTIONS (AS PER TAPLE 40(0,3) � OPTION #3.IA = I.o CREDIT: HIGH EFFICIENCY HVAG -ENERGY STAR RATED (U.S. NORTH) GAS OR PROPANE FURNACE WITH MINIMUM AFUE OF %5/ EXISTING FURNACE: AMERIGAN STANDARD GOLD S%V2, MODEL # AMSS%VZPolooU3PSPD � OPTION #5.3 = I.o CREDIT: EFFICIENT WATER HEATING -WATER HEATING SYSTEM SHALL PE ENERGY STAR RATED GAS OR PROPANE WATER HEATER WITH A MINIMUM UEF OF o•%I EXISTING WATER HEATER: NAVIEN CONDENSING TANKLESS WATER HEATER, MODEL #NPE-24oA AREA CALCULATION LEVEL/ROOM EXIST. NEW TOTAL AIN FLOOR (S.F•) 13�02 0 13�02 PPER FLOOR (S.F•) 330 l07 437 OTAL (SQ.FT.): Igo%2 l07 17%% ARAGE: 33�0 0 33�0 z o� zo �w ,y,c� w� v,z ci = _ �� �Q �� �� �� � �o � �, z� v� U � rn O N y--� 00 � ion U 00 � L O CO Q¢� N � � � p O � � U � N N � Y v �� :: O N � � � X M_ '� m 3 Z°� O J W J U Z� Q G JOR � 23-023 DATE: 05-31-Zo23 REV: Og-14-23 SHEET # ��ale: I/4�� = I' I' 2' 4� 8� Igo 1 A - � � � � r � 7�1 O � I � a N o o0 (�� rn wa wrn (n N n o Z � �� z� Q � � -,� � � � o r � rn n � srn � a �� D A � � � O D � =a � 0 �� � � A � '� ➢ �� 3 rnrn �� Z � _� � �� � �o Z � o <rn � z '� rn� D rn _3 z < 3 z a rn 4� � �-- 8985 REGISTERED A o PROP05ED A�DDI TION FOR rn s --� N � UPPER FLOOR FRAMING ARCHITECT � � �" � � _ I Jgo4 g15T PL W Neil Jorgensen, Architect # � ' SCALE: 1 /4" - 1 �-0" / PO Box 82581 Kenmore, WA 98028-0581 N N � EDMONDS WPC �8oli�!/ •www.j3architectsllc.com N206.412.9296N o N � . N K J RG SEN � � �������� STATE OF WASHINGTON N d LC d ���'���` .:ae: 14'-0" • LEC>END 0 EXISTING GONSTRUGTION � NEW GONSTRUGTION C - C EXISTING REMOVED S.D. 0 ---- VERIFY MIN. IIoV. SMOKE DETECTOR W/ PATTERY PACK -UP & INTERGONNEGTED ALARMS IN ALL EXISTING PEDROOMS G.O. ____ VERIFY MIN IIoV. GOMPO SMOKE DETECTOR GARPON MONOXIDE DETECTOR W/ PATTERY PACK -UP & INTERGONNEGTED ALARMS WITHIN GLOSS PROXIMITY OF EXIST. PEDROOMS ---- 5o GFM MIN. PATH FAN NOTES: I. SW-x DENOTES SHEARWALL TYP. SEE S-SHEETS FOR SCHEDULE, DETAILS &NOTES AREA CALCULATION LEVEL/ROOM EXIST• NEW TOTAL AIN FLOOR (S.F•) 13(02 0 13�2 PPER FLOOR (S.F•) 330 107 437 OTAL (SQ.FT.): I(o02 l07 170� aRAGe: 33�0 0 33�0 �_ z o� zo � w w c� w � cn z �_ �� �Q �� �� �w � �o � w z� U � rn O N +� ao � L o U 00 � Q Q o > N � >� � o 0 � � � C m y N Y � �� � N U O � � O M �� m Z a N O z -� � p � � f= �-- d � p ��-� p O � o � 0 � � ll� J0� � 23-023 �aTE: 05-31-Zo23 SHEET � (`(1P VRICI-IT (cl 13 dR(`NITR (`TC I I (` ��atG: I/4 = I' I' 2' 4' 8� IG UPPER ROOP VENTILATION ROOF AREA: lob VENTILATION REQUIRED (AREAxl44/300) 01 VENTILATION PROVIDED: VENT BLOCKS (TOTAL BLOCKS): 8 LOWER TOTAL (x7.1 S.I. PER BLOCK): 07 TOTAL LOWER PROVIDED: I.I AT LOWER (.0o MIN, .(oo MAX.): o.oZlO REQ D AT UPPER (.4o MIN, .5o MAX.): 0,4 UPPER AREA REQUIRED (UPPER %xTOTAL AREA): 21 GONT. RIDGE VENT (l0 5.1 / FT. x 8 FT) 80 SUPPER TOTAL PROVIDED: 80 TOTAL VENT PROVIDED (LOWER+UPPER): Pjl NOTES: I. VENT BLOCKS TO HAVE (3) 2" DIAMETER SCREENED HOLES LOCATION NOTED PER PLAN. NOTE: VENTED EAVES AND GABLE END VENTS ARE NOT PERMITTED WHEN BUILDING IS LOCATED 0' FROM A PROPERTY LINE. 2. ROOF OVERFRAMING: Zx4 RAFTERS ac 24° O.G. W/ 2x4 POST SUPPORT ac 48" O.G. STAGGERED. BRACE POSTS OVER (o'-o" (IN 2X FLAT DIRECTION). 3. DROPPED BEAMS &HEADERS ARE SPECIFIED ON THE FLOOR BELOW. FLUSH BEAMS ARE SPECIFIED ON FRAMING PLANS $. ROOF SHEATHING SHALL BE I/2" T&G OSB OR PLYWOOD. NAIL PANEL EDGES W/lod Ca (o" O.G. &PANEL FIELD W/ lod ac 12" O.G., UNLE55 NOTED OTHERWISE. z o� o wc� z� �� w� � v, z cn = _ � � c� Q �� �� �� � �o � w z� cn U � rn O (V � � �o� U CO � L � C4 aQ� � N C � E � o 0 E � U C N Q) Y � � L A Q ci N m i Z°� EXISTING 4XIo BEAM TO REMAIN EXISTING 4XIo BEAM TOR AIN EXISTING ROOF TO REMAIN EXISTING ROOF TO REMAIf� EXISTING 4XIo BEAM TD R MAIN I� I� I N � � O EXIST Rt �N � � � �- -_- � - - �= Q z I� � I � � � 51MP50N MSTG28 FROM � � TYPICAL SIMPSON LST14°J Q NEW TOP PL TO EXIST � � OVERFRAMING I OVER BLOCKING A5 REQUIRED W .�- 1 � 1 � � z _=Ex` ______- _------- 1 � � O OEG 1 I ID 1 - ---- I —� ------ 4 ADI I ADI z # U I I LRUZIZ�NRAFTERG-TIE _______� p==—r�� __ _ � HANGERS,TYP. REMOVE EXIST. I I � � � N @� I I 5 TRU55TAILSAT =—_______� ________ _ � 53 LOWER ROOF z I' o�� � — —" — — I o = MATCH _ + i i , I'-o' N o EXISTING � � OVERHANG N v I� I 4xlo OUTLOOKER $xlo OUTLOOKER TO MATCH � 3 � TO MATCH EXISTING I � �-- 53 53 EXISTING Z z HIGH LOW � I� � � � � � � � �� o oc �c � � 'vw Z� z �. J II x W � II Q w J � II � I� II � o I� II z I � � II D5 C � c � I_LI Q A O ADI �'O/ I..L JOR # 23-023 DATE: or-31-Zo23 SHEET � Sale: I/4" = I' I' 2' 4' 8� Ilo' COPYRIGHT ©J3 ARCHITECTS LLC z --- -MAX. ALLOWED BUILDING HT.: ----------------------------------------------------- � � � o 40(o.7�i c� � c� Q �� �� �� � Y O � w Z Q PROPOSED EXISTING --- ADDITION RESIDENGE--------------------------------------- U � rn EX. RIDGE HT: 3��.7 �o� / \\ Urn � / � � \ � -' C � E -� ,i' ��, N o � C a�i � � Y O � - - - - - - - - - - - � - - - O N U LAP SIDING TO - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - Z a MATGH EX. I I � DS: Z = 1 ADI - - - - - - - - .1 - - - - - - - - M 0 � EXISTING RESIDENCE M �� ABE:381.7 � M • 1 East Elevation ,� COMPOSITION ROOP ------------------- OV_ER 15# FELT TO- MATGH EXIST. -�� ��■ - - - - - - - - - Ma-rcH Ex. 6? = LAP SIDING TO � � MATGH EX. North Elevation 5aale: I �}' = I PROPOSED EXISTING ADDITION RESIDENCE NEW WIND TRIM MATC Z o O� I I Qw > J W � J �' W JOR � 23-023 DATE: or-31-Zo23 SHEET � SECTION 'A' • PLORES RESIDENCE RIDGE VENT CEILING TYP. RIDGE DETAIL 3 SCALE: I�� = I' o�� AINTAIN I° 1. 7 SHEATHING .IZZ 'ION TYPICAL ROOP: ASPHALT COMPOSITION ROOFING OVER 10# FELT PAPER ON 7/I(o�� 05B SHEATHING (GDX Ca OVERHANG) ON FRAMING PER PLAN R-38G P�ATT INSULATION AIR PAPFLE- MAINTAIN I�� AIR SPACE MIN. Zx EAVE �LOGKING W/ C3) 2�� A3 SCREENED HOLES GWB TYP. �i/Q'��x(o° FASCIA W/ 5° ALUMINUM GUTTER AND PLASHING TYPICAL WALL- SEE DETAIL I/I TYPICAL ROOF- VENTED SAVE SCALE: 3/4�� = I'-0 TYPICAL EXTERIOR WALL: 51DING PER PLAN 15# P�UILDING PAPER OVER SHEATHING (PER S-SHEETS) 2x(o 5TUD5 ac I(o�� O.G. W/ KRAFT FADED R-21 P�ATT INSULATION I/2�� GYPSUM WALL 60ARD TYPICAL PLOOR FRAMING: 3/4° T & G SU�PLOOR OVER PLOOR TRU55E5 PER PLAN I/2�� GWP ac CEILING (5/Pj° _ _ _ TYPE 'X' GW� IF OVER GARAGE) " " `� _ `� ` A A A � J R-3o GATT INSULATION � � � \ � \ � I V Y Y V REQUIRED IF OVER GARAGE ` " ` " " R-21 FATT INSULATION Ca PERIMETER / RIM JOIST TYPICAL WALL c� >=L001� FRP�MING SCALE: 3/4�� = I'-0�� SIDING PER ELEVATION BUILDING PAPER, TYP. TYP. SHEATHING TURN FELT ROOFING UP WALL I'-0° ac ROOP/WALL INTERSECTION. LAP �LDG. PAPER OVER PLASHING SHEET METAL FLASHING SEAM SEALANT ROOFING &SHEATHING PER PLAN TYPICAL WALL-R00>✓ >✓LASHING SCALE: 3/4�� = �_: z o� zo w w iw c� w �_ cn z c~n = _ c� cn c� w c� Q �a w� �w � Y O � w ro z� � ; U � rn O N �--� � � L O N Lc0 V O O j O � � 1= p O � U C m y N Y � �� � N U � X M s CO Za: Z O U w �_ Q W J0� � 23-023 DATE: 05-31-Zo23 r�npvair_uT n i� oa�uiT�r�Tc i i � SHEET � AD-1 GENERAL STRUCTURAL NOTES BUILDING CODE 2018 INTERNATIONAL BUILDING CODE DESIGN METHOD ALLOWABLE STRESS DESIGN (ASD) FLOOR LOADS DEAD LOAD : 15 psf LIVE LOAD: 40 psf ROOF LOADS DEAD LOAD: 15 psf LIVE LOAD (SNOW): 25 psf WIND DESIGN DATA 1. BASIC WIND SPEED: 110 MPH 2. RISK CATEGORY: II 3. WIND EXPOSURE: B 4. Kzt = 1.0 5. ANALYSIS PROCEDURE: ENVELOPE SIMPLIFIED SESIMIC DESIGN DATA 1. SEISMIC IMPORTANCE FACTOR: 1.0 2. RISK CATEGORY: II 3. SPECTRAL RESPONSE ACCEL (SS): 1.263 4. SITE CLASS: D (ASSUMED) 5. SPECTRAL RESPONSE COEFF (SpS): 0.842 6. SEISMIC DESIGN CATEGORY: D 7. LFRS: WOOD SHEATHED SHEARWALLS 8. SEISMIC RESPONSE COEFFICIENT (Cs): 0.157 9. RESPONSE MODIFICATION FACTOR (R): 6.5 10. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE GENERAL 1. ANY DISCREPANCY FOUND AMONG THE DRAWINGS, THESE NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO THE DESIGNER, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTORS RISK. 2. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT DRAWINGS. 3. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE CONTRACTOR SHALL PROVIDE ERECTION BRACING, FORMWORK, AND TEMPORARY CONSTRUCTION SHORING IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST BE APPROVED IN WRITING PRIOR TO ERECTION. 4. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION. 5. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND BE RESOLVED PRIOR TO PROCEEDING WITH THE WORK. 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ENGINEER. 8. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT. 9. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER SO THE PROPER REVISIONS MAY BE MADE. MODIFICATIONS TO CONSTRUCTION DETAILS SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL BY THE ENGINEER. FRAMING LUMBER 1. FRAMING LUMBER SHALL BE DOUG-FIR NO. 2 FOR STUDS AND JOISTS, DOUG-FIR NO. 1. FOR BEAMS AND POSTS. GRADES ARE TYPICAL UNLESS OTHERWISE NOTED ON PLANS. LUMBER TO BE GRADE MARKED PER WCLIB SPECIFICATIONS. 2. GLU-LAMINATED MEMBERS SHALL BE 24F-V4 (DF-L) FOR SINGLE SPAN AND 24F-V8 FOR CONTINUOUS SPAN &CANTILEVERED. 3. STRUCTURAL SHEATHING SHALL BE APA RATED PLYWOOD OR OSB, EXPOSURE 1 SHEATHING CONFORMING TO EITHER COMMERCIAL STANDARDS P51-83, APA PRP-108, OR VOLUNTARY PRODUCT STANDARD PSE-92. PROVIDE A MINIMUM OF %" EDGE DISTANCE ON ALL NAILS AND �" EXPANSION JOINT BETWEEN ALL PANEL EDGES. MINIMUM SHEATHING REQUIREMENTS ARE AS FOLLOWS, UNLESS NOTED OTHERWISE ON THE PLANS: 4. NAILING SHALL CONFORM TO TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE UNLESS NOTED OTHERWISE. USE COMMON NAILS THROUGHOUT UNLESS NOTED OTHERWISE. 5. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. 6. PROVIDE PROPERLY SIZED WASHERS UNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. 7. PROVIDE 3"x3"x0.229" WASHERS AT ALL ANCHOR BOLTS. 8. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS %6" UNLESS NOTED OTHERWISE. LAG BOLT PILOT HOLES SHALL BE PRE -DRILLED TO 60% OF THE NOMINAL DIAMETER OF THE LAG BOLT UNLESS NOTED OTHERWISE. 9. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH %" MINIMUM DIAMETER BOLTS SPACED AT A MAXIMUM OF 48" ON CENTER. BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR MASONRY. SEE PLANS AND DETAILS FOR SPECIFIC REQUIREMENTS WHERE APPLICABLE. 10. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITION WALLS AND SOLID BLOCKING UNDER PERPENDICULAR PARTITION WALLS. 11. WHERE LEDGERS, SILL PLATES, POSTS, OR STUDS ARE IN DIRECT CONTACT WITH CONCRETE OR MASONRY, USE PRESERVE TREATED LUMBER OR PROVIDE GRACE VYCOR PLUS BARRIER BETWEEN WOOD MEMBERS AND CONCRETE OR MASONRY. 12. ALL FASTENERS IN CONTACT WITH PRESERVE TREATED LUMBER OR EXPOSED TO THE ELEMENTS SHALL BE HOT -DIPPED GALVANIZED OR STAINLESS STEEL. GLUED -LAMINATED TIMBER 1. ADHESIVE SHALL BE FOR WET USE. 2. LAMINATIONS SHALL BE OF DOUGLAS FIR/WESTER LARCH, COMBINATION 24F-V4 FOR SIMPLE SPAN BEAMS AND 24F-V8 FOR CONTINUOUS MULTIPLE SPAN AND CANTILEVERED BEAMS, FABRICATED IN ACCORDANCE WITH AITC A190.1 AND ASTM D 3737. 3. FABRICATION SHALL BE BY A LICENSED FABRICATOR. 4. GLULAM BEAMS EXPOSED TO WEATHER SHALL BE PROPERLY SEALED OR FLASHED TO PREVENT DECAY. ABBREVIATION LIST A.B. ANCHOR BOLT ACI AMERICAN CONCRETE INSTITUTE AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ANCH ANCHORAGE ARCH ARCHITECTURAL ASD ALLOWABLE STRESS DESIGN ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS BM BEAM BP BASE PLATE BRG BEARING CIP CAST -IN -PLACE CL CENTER LINE CMU CONCRETE MASONRY UNIT CONC CONCRETE CONT CONTINUOUS DF DOUGLAS FIR DIA DIAMETER DIAL DIAGONAL DL DEAD LOAD DP DEEP EA EACH EF EACH FACE EL ELEVATION EQ EQUAL EQUIP EQUIPMENT (E) EXISTING FLR FLOOR FS FAR SIDE FT FOOT FTG FOOTING GA GAUGE GALV GALVANIZED GLB GLU-LAMINTED BEAM GYP GYPSUM HF HEMLOCK FIR HORIZ HORIZONTAL INCL INCLUDE K KILOPOUND L ANGLE LL LIVE LOAD LLV LONG LEG VERTICAL LSL LAMINATED STRAND LUMBER LVL LAMINATED VENEER LUMBER MAX MAXIMUM MECH MECHANICAL MEZZ MEZZANINE MFR MANUFACTURER MISC MISCELLANEOUS MIN MINIMUM NS NEAR SIDE NTS NOT TO SCALE OF OUTSIDE FACE PCF POUNDS PER CUBIC FOOT PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED QTY QUANTITY REINF REINFORCING RF ROOF SCHED SCHEDULE SF SQUARE FOOT SHTG SHEATHING SIM SIMILAR SLV SHORT LEG VERTICAL SPECS SPECIFICATIONS SS STAINLESS STEEL STD STANDARD STRUCT STRUCTURAL T&B TOP &BOTTOM T&G TONGUE &GROOVE TOB TOP OF BEAM TOF TOP OF FOOTING TOS TOP OF STEEL TYP TYPICAL ULT ULTIMATE U.N.O UNLESS NOTED OTHERWISE VERT VERTICAL W/ WITH WF WIDE FLANGE W/O WITHOUT WT WEIGHT WWF WELDED WIRE FABRIC Flores Residence 19320 67th Ave N E Kenmore, WA 98028 Owner: Flores Family Architect/Designer: J3 Architects, LLC PO Box 82581, Kenmore, WA 98028 w: www.j3architectsllc.com p: 206-412-9296 Structural Engineer: Nabil Kausal-Hayes, PE (Lateral Only) 3 © 2023 NKH Engineering These drawings are the property of NKH Engineering and are not to be used or reproduced in any manner without prior written permission. Revisions: Revision Issue Date Issue Set: Permit Issue Date: May 23rd, 2023 Drawn By: XCH Checked By: NKH Sheet Name: GENERAL STRUCTURAL NOTES Sheet: S1 Job Number: 20-168 OA DOUBLE TOP PLATE W/ EDGE NAILING (STAGGER) Og SHEARWALL EDGE NAILING AT ALL PANEL EDGES. BLOCKING AT ALL PANEL EDGES WHERE APPLICABLE. OC EDGE NAILING TO HOEDOWN POST (FULL HEIGHT) STAGGER INTO DOUBLE STUDS O STUDS AT 16" ON CENTER OE PRESSURE TREATED SILL PLATE WITH EDGE NAILING AND ANCHOR BOLTS PER SHEARWALL SCHEDULE. OF TOP PLATE SPLICE NAILING TO BE (12) 10d COMMONS (MIN). LAP 48" MINIMUM. CENTER SPLICE ON STUD. O HOEDOWN PER SCHEDULE AND PLAN OH COORDINATE ALL STUD AND PLATE SIZES w/SHEARWALL SCHEDULE REQUIREMENTS O EDGE NAILING TO POSTS, TRIM STUDS, AND KING STUDS O BEARING STUD FOR HEADER TYPICAL SHEARWALL ELEVATION NTS SHEARWALL SCHEDULE SILL PLATE MATERIAL AND SHEARWALL SHEATHING FASTENER TYPE PANEL EDGE PANEL FIELD ANCHOR BOLT SIZE AND SPACING BOTTOM PLATE SIZE ALLOWABLE CAPACITY ALLOWABLE CAPACITY MARK MATERIAL AND SIZE NAILING NAILING (MIN EMBED 7") AND CONNECTION FOR SEISMIC LOADS FOR WIND LOADS PT 2x SILL PLATE w/ 2x BOTTOM PLATE w/ 16d AT SW-6 �%2" 10d COMMON 6" O.C. y" O AB @ 36" O.C. 6" O.C. INTO RIM JOIST/BLOCKING 310 PLF 435 PLF SW-4 4" O.C. PT 2x SILL PLATE w/ 2x BOTTOM PLATE w/ 16d AT 460 PLF 645 PLF OSB OR NAIL (1-1/2" MIN y�� Ag O @ 28�� O.C. 4" O.C. INTO RIM JOIST/BLOCKING PLYWOOD PENETRATION 12" O.C. SHEATHING INTO FRAMING PT 3x SILL PLATE w/ 3x BOTTOM PLATE w/ 16d AT SW-3 ONE FACE MEMBERS) 3" O.C. Yz" O AB @ 20" O.C. 4" O.C. INTO RIM JOIST/BLOCKING 600 PLF 840 PLF PT 3x SILL PLATE w/ 3x BOTTOM PLATE w/ (2) ROWS OF SW-2 2" O.C. y" O AB @ 14" O.C. SIMPSON 6" SDW SCREWS AT 770 PLF 1077 PLF 6" O.C. INTO RIM JOIST AND BLOCKING SHEARWALL NOTES 1. ALL STUDS, BLOCKING, TOP AND BOTTOM PLATES SHALL BE DOUG-FIR NO. 2 UNLESS NOTED OTHERWISE ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER FRAMING (SEE NOTE #3). 2. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL SHEARWALL SHEATHING MUST EXTEND TO THE OUTSIDE EDGE OF ALL HOEDOWN POSTS AND CORNERS, AND TO THE INSIDE EDGE OF FRAMING AROUND OPENINGS. 3. WHERE SHEATHING NAILING IS SHEARWALL TYPE SW-3 AND GREATER, ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3-INCH NOMINAL MEMBER. ADDITIONALLY, WHERE SHEARWALLS ARE SHEATHED ON BOTH FACES, ALL STUDS AND PLATES RECEIVING EDGE NAILING FROM BOTH FACES MUST BE A SINGLE 3-INCH NOMINAL MEMBER OR PANEL JOINTS MUST BE OFFSET. (2)2x MAY BE SUBSTITUTED FOR A SINGLE 3x MEMBER PROVIDED THE STUDS ARE STITCH NAILED TOGETHER w/ 10d NAILS STAGGERED AT 6" O.C. FROM EACH SIDE. 4. SHEARWALL NAILING CRITERIA IS BASED ON TABLE 4.2A OF THE AF&PA SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC. VALUES ARE BASED ON OSB OR PLYWOOD SHEATHING w/ DOUG-FIR NO. 2 FRAMING AND COMMON NAILS. 5. HOEDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE PLANS. REFER TO THE APPROPRIATE DETAILS AND/OR HOEDOWN SCHEDULE FOR ADDITIONAL INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. WHERE (2) 2x's ARE USED AS A HOEDOWN POST, SHEARWALL EDGE NAILING MUST BE STAGGERED INTO EACH MEMBER OF THE POST. 6. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR GROUTED CMU, AND SHALL BE PLACED TO PROVIDE A MINIMUM OF 2" COVER. PROVIDE 3" COVER FOR CONCRETE CAST AGAINST SOIL. 7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILTI KWIK BOLTS/SIMPSON TITEN HD BOLTS OF THE SAME DIAMETER AS SHOWN IN THE SHEARWALL SCHEDULE MAY BE SUBSTITUTED FOR ANCHOR BOLTS INTO EXISTING CONCRETE. BOLTS SHALL BE EMBEDDED A MINIMUM OF 3I" INTO EXISTING CONCRETE. 8. ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT FOR BORITE TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST CORROSION. 9. NAILS MUST BE STAGGERED WHEN SPACED AT 2" O/C. 10. PROVIDE A MINIMUM OF 3" x 3" x 0.229" PLATE WASHERS AT ALL ANCHOR BOLTS. THE EDGE OF THE PLATE WASHER MUST BE LOCATED NO MORE THAN Yz" FROM THE INSIDE FACE OF THE SHEARWALL SHEATHING. FOR SHEARWALLS SHEATHED ON BOTH FACES, SQUARE PLATE WASHERS SHALL HAVE A MINIMUM SQUARE DIMENSION OF SILL PLATE WIDTH MINUS 1 ". (E.G. 4.5" x 4.5" x 0.229" WASHER FOR 3x6 SILL PLATE.) VERTICAL BAR PE FOUNDATION DETAILS WITH STANDARD HOOK TO FOOTING WITHIN 4" OF EAC SIDE OF ANCHOR BOLT, TYPICAL 2 S2 3 S2 POST/STUD PER PLAN/SCHEDULE HOEDOWN PER PLAN PRESSURE TREATED SILL PLATE PER SHEARWALL SCHEDULE. ANCHOR BOLT PER HOEDOWN SCHEDULE, SEE NOTE '4' FOR POST INSTALLED OPTION NEW/EXISTING STEM WALL AND FOOTING PER PLAN/DETAILS. TYP BOLTED HOEDOWN 1" = 1'-0" HOEDOWN POST/STUDS PER PLAN /SCHEDULE HOEDOWN STRAP PER PLAN. CENTER BETWEEN o FLOORS (INSTALL OVER SHEATHING, EDGE NAILING NOT REQ'D UNDER STRAP) 0 'o CLEAR SPAN NO NAILS REQUIRED ,o �. o I FLOOR FRAMING PER � PLAN HOEDOWN POST/STUDS PER PLAN/SCHEDULE TYP FLR TO FLR STRAP 1 " = 1'-0" HOEDOWN SCHEDULE HOEDOWN MARK THREADED ROD SIZE EMBED INTO CONCRETE MIN EDGE DISTANCE MINIMUM POST SIZE TOTAL FASTENERS CAPACITY REMARKS DTT2Z y" O 10" 2y" (2) 2x (8) SDS y" x 1y" 2145# SEE DET 2/S2 MSTC28 N/A N/A N/A (2) 2x (12) 16d 1155# SEE DET 3/S2 HOEDOWN NOTES 1.AEL-THREAD BOLTS SHALL CONFORM TO ASTM A307. 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH (f'c) SHALL BE 2500 PSI. MINIMUM WALL THICKNESS IS 8", U.N.O. ON PLAN OR DETAILS. 3. ALL HOEDOWNS REQUIRE A (2)2x POST UNLESS NOTED OTHERWISE. WHERE HOEDOWNS ARE INSTALLED INTO THE WIDE FACE OF THE STUD, STUDS MUST BE STITCH NAILED TOGETHER w/ 16d SINKERS STAGGERED AT 4" O.C. 4. FOR POST INSTALLED CONDITIONS, THREADED ROD MAY BE PLACED IN SIMPSON SET-XP OR HILTI HY-150 EPDXY, UNO. 5. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR SOIL. FOR CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. 6. NAILS/SCREWS TO HOEDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS. 7. WHEN FIELD CONDITION BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER PRIOR TO PROCEEDING. 8. ALL HOEDOWN BOLTS MUST BE RE -TIGHTENED JUST PRIOR TO ENCLOSING SECOND SIDE OF WALL. Flores Residence 19320 67th Ave NE Kenmore, WA 98028 Owner: Flores Family Architect/Designer: J3 Architects, LLC PO Box 82581, Kenmore, WA 98028 w: www.j3architectsllc.com p: 206-412-9296 Structural Engineer: Nabil Kausal-Hayes, PE (Lateral Only) © 2023 NKH Engineering These drawings are the property of NKH Engineering and are not to be used or reproduced in any manner without prior written permission. Revisions: Revision Issue Date Issue Set: Permit Issue Date: May 23rd, 2023 Drawn By: XCH Checked By: NKH Sheet Name: SHEARWALL & HOEDOWN SCHEDULES Sheet: S2 3 Job Number: 20-168 4'-0"MIN SPLICE LAP (2) ROWS 16d NAILS STAGGERED (WITHIN AREA OF SPLICE @ 6"O.C.) DOUBLE TOP PLATE SHEARWALL BOTTOM PLATE AND CONN PER SCHED SHEARWALL EDGE � NAILING DIAPHRAGM EDGE NAILING � A34 EACH JOIST DIAPHRAGM — EDGE NAILING PER PLAN SHEARWALL PER PLAN �I 2x6 CONTINUOUS � 2x RIM JOIST LEDGER w/ (2�"x4" SD BOTTOM PL &CONNECTION SCREWS EA STUD PER SHEARWALL SCHEDULE SHEATHING &EDGE NAILING SHEARWALL EDGE NAILING, PER PLAN TO 2x LEDGER w/ BREAK LOWER PLATE @ BREAK SHEATHING AT TOP O.C. STUD CENTERLINE PLATE ONLY FLOOR JOIST PER STAGGEDRED TO B qM PLAN SHEARWALL PER STUDS &SPACING PLAN PER PLAN EDGE NAILING PER SHEARWALL SCHEDULE JOISTS PERPENDICULAR �•r� (E)TRUSS PER JOIST PER PLAN PLAN BEAM PER PLAN SOLID BLOCKING @ 48" O.C. w/ (4)10d NAILS FROM SHEATHING TYPICAL TOP PLATE SPLICE NTS JOIST PER PLAN EDGE NAILING PER PLAN, 10d @ 6" O.C. MIN CONTINUOUS 2x BLOCKING SHEARWALL PER PLAN — NAIL SHEATHING INTO EA MEMBER OF TOP PLATE � H1 CLIP @ EACH JOIST A34 EA BLOCK, 24" O.C. MAX 5 PROOF TO SHEARWALL CONNECTION S3 � 1 " = 1'-0" 2 FLOOR JOIST TO WALL CONNECTION S3 11 " = 1'-0" DIAPHRAGM EDGE NAILING - 10d @ 6" O.C. - 2x BLOCKING A35 FROM BLOCKING TO TOP PLATE. H2.5A FROM OUTRIGGER TO TOP PLATE & JOIST OUTRIGGER FRAMING PER PLAN JOIST PER PLAN SHEARWALL PER PLAN 6 CRAFTER TO SHEARWALL CONNECTION S3 � 1 " = 1'-0" 3 SLOWER ROOF TO SW CONN S3 � 1 " = 1'-0" SHEARWALL PER PLAN BOTTOM PL & NAILING PER SCH A34 @ 16" O.C. SHEARWALL EDGE NAILING —DIAPHRAGM EDGE NAILING PER PLAN JOIST PER PLAN � SOLID BLOCKING @ 48" O.C. w/ (4)10d NAILS FROM SHEATHING (E)SHEARWALL PER PLAN 4 �1NTERIOR SHEARWALL CONN S3 � 1 " = 1'-0" Flores Residence 19320 67th Ave N E Kenmore, WA 98028 Owner: Flores Family Architect/Designer: J3 Architects, LLC PO Box 82581, Kenmore, WA 98028 w: www.j3architectsllc.com p: 206-412-9296 Structural Engineer: Nabil Kausal-Hayes, PE (Lateral Only) o ���� ���\� r �����1� �`�s���� 5/23/23 © 2023 NKH Engineering These drawings are the property of NKH Engineering and are not to be used or reproduced in any manner without prior written permission. Revisions: Revision Issue Date Issue Set: Permit Issue Date: May 23rd, 2023 Drawn By: XCH Checked By: NKH Sheet Name: STRUCTURAL DETAILS Sheet: S3 Job Number: 20-168