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APPROVED BLD-BLD2020-1359+Architectural_Plan+12.11.2020_8.47.16_AMCLIMATIC & GEOGRAPHIC DESIGN CRITERIA (R3o1.2U)) ROOF SNOW d TOPOGRAPHIC SEISMIC { a FR05T LINE 4WINTER ICE BARRIER FLOOD AIR MEAN LOAD WIND SPEED EFFECTS DESIGN GAT. WEATHERING DEPTH6 TERMITE DESIGN e UNDERLAYMENT h 9 HAZARDS FREEZING I ANNUAL TEMP REQUIRED INDEX TEMPJ QG� PjG� NO PZ MODERATE IZ 5LIGHT TO 22 NO I�J�J�J FIRM 170 51 MODERATE Z015 WSEC Be IRC VENTILATION TABLE 402.1.1 CLIMATE ZONE MARINE 4 (R-VALUE (a) OR U-FACTOR) FENESTRATION U-FACTOR (b) 0.3o SKYLIGHT (b) U-FACTOR 0.50 GLAZED FENESTARTION 5HGC (b,e) N/A CEILING R-VALUE (k) 4�9 WOOD FRAME WALL (g,m,n) R-VALUE 21 Int. MA55 WALL R-VALUE (i) 21/21 (h) FLOOR R-VALUE 30 (g) 15ELOW-GRADE (c,rn) WALL R-VALUE 10/ICi/21 Int. +TB SLAB (d) R-VALUE le DEPTH 10, Z 4, FOR 51: 1 foot.=304.8mm, cl. = CONTINUOUS INSULATION, Int.= INTERMEDIATE FRAMING (a) R-VALUE5 ARE MINIMUMS. U-FACTOR5 AND 5HGG ARE MAXIMUMS. WHEN INSULATION 15 IN5TALLED IN A CAVITY WHICH 15 LE55 THAN THE LABEL OR DESIGN THIGKNE55 OF THE INSULATION, THE GOMPRE55E12 R-VALUE OF THE INSULATION FROM APPENDIX Alol.4 SHALL NOT BE LE55 THAN THE R-VALUE 5PEGIFIED (b) THE FENESTRATION U-FACTOR COLUMN EXCLUDE5 5KYLIGHT5. THE 5HGG COLUMN APPLIE5 TO ALL GLAZED FENE5TRATION, EXCEPTION: 5KYLIGHT5 MAY BE EXCLUDED FROM GLAZED FENESTRATION 51­100 REQUIREMENTS IN CLIMATE ZONES I THROUGH 3 WHERE THE 51-100 FOR 5UGH 51<,YLIGHT5 DOE5 NOT EXCEED 0.30 (c) 10/10/ZI MEANS R-10 CONTINUOU5 INSULATION ON THE EXTERIOR OF THE WALL, OR R-16 ON THE CONTINUOUS INSULATION ON THE INTERIOR OF THE WALL, OR R-ZI CAVITY INSULATION PLUS A THERMAL BREAK BETWEEN THE SLAB AND THE BASEMENT WALL AT THE INTERIOR OF THE 15A5EMENT WALL. 10/I0/ZI+TB SHALL BE PERMITTED To BE MET WITH R-I3 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLU5 R-6 GONTINUOU5 INSULATION ON THE INTERIOR OR EXTERIOR OF THE WALL. TB MEAN5 THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT WALL. (d) R-10 GONTINUOU5 INSULATION 15 REQUIRED UNDER HEATED 5LA15 ON GRADE FLOOR5. 515E R40Z.Z.0.1 (e) THERE ARE NO 51­1G0 REQUIREMENTS IN THE MARINE ZONE (1 (g) (h) RESERVED (i) THE 5ECOND R-VALUE APPLIE5 WHEN MORE THAN HALF THE IN5ULATION 15 ON THE INTERIOR OF THE MA55 WALL. g RESERVED (k) FOR 51NGL15 RAFTER OR J015T VAULTED GEILING5, THE INSULATION MAY BE REDUGED TO R-3b (I) RE5ERVED cm) INT. (INTERMEDIATE FRAMING) DENOTE5 STANDARD FRAMING I& INCHES ON CENTER WITH HEADERS INSULATED WITH A MINIMUM OF R-10 INSULATION. cN) LOG AND 50LID TIMBER WALLS WITH A MINIMUM AVERAGE THIGKNE55 OF 3.5 INGHE5 ARE EXEMPT FROM THIS INSULATION REQUIREMENT TABLE R40Z.1.3 FOOTNOTE: (a) NONFENE5TRATION U-FAGTOR5 SHALL BE OBTAINED FROM MEASUREMENT, CALCULATION OR AN APPROVED SOURCE OR A5 51`EGIFIED IN SECTION R402.1. GENERAL NOTES: THE5E GENERAL NOTE5 ARE TO BE USED AS A 5UFFLEMENT TO THE DRAWINGS. ANY 1215GREPANCIE5 FOUND AMONG THE DRAWINGS, GENERAL NOTES AND 51TE GONDITION5 SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT 5UGH 1215GREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER THE DISCOVERY OF A 215CRE1"ANCY SHALL BE DONE AT THE CONTRACTORS OWN R15K. ALL METHODS AND MATERIALS TO CONFORM TO THE 2010 INTERNATIONAL BUILDING CODE, Zo10 INTERNATIONAL RESIDENTIAL CODE AND 2010 WA5HINGTON STATE ENERGY CODE A5 AMENDED AND ADOPTED BY APPLICABLE JURISDICTION. DESIGN CRITERIA (IRO 3ol): THE ENGINEERED LATERAL DESIGN FOR THE BUILDING 15 IN ACCORDANCE WITH THE Zo10 INTERNATIONAL BUILDING CODE AND 15 PROVIDED BY THE ENGINEER OF RECORD. DESIGN LOADS: ROOF: LL=20, DL=10, TL=40 FLOOR: LL=40, DL=10, TL=50 INFILTRATION CONTROL (W5EG 402), I. EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, OFENIN05 BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS OPENINGS AT PENETRATION OF UTILITY 5ERVICE5 THROUGH WALLS, FLOOR AND ROOF55AND ALL OTHER OPENING IN THE BUILDING ENVELOPE SHALL BE 5EALED, CAULKED AND GA5KETED OR WEATHER5TRIFFE12 TO LIMIT AIR LEAKAGE. OTHER EXTERIOR JOINTS AND 5EAM5 SHALL BE 51MILARLY TREATED, OR TAPED, OR COVERED WITH MOISTURE VAPOR PERMEABLE HOU5EWRAP Z. ALL EXTERIOR DOORS OR DOORS 5ERVING A5 ACCESS TO AN ENGLO5ED UNHEATED AREA SHALL BE WEATHER5TRIFFE12 TO LIMIT LEAKAGE AROUND THEIR PERIMETER WHEN IN A CL05ED F051TION 3• RECESSED LIGHTING FIXTURES (402.4.4), WHEN INSTALLED IN THE BUILDING ENVELOPE SHALL BE: -TYPE IC RATED AND CERTIFIED UNDER A5TM e283 TO HAVE NO MORE THAN 2.0 CFM AIR MOVEMENT -THE LIGHTING FIXTURE SHALL BE TESTED AT 7(o FA5CAL5 OR I.ri7 L155/5F FRE55URE DIFFERENCE AND LABELED SHOWING COMPLIANCE -SHALL BE INSTALLED WITH A GASKET OR CAULK AT THE CEILING TO PREVENT AIR LEAKAGE VAPOR BARRIERS/GROUND COVERS (IRO R318), AN APPROVED VAPOR RETARDER SHALL BE INSTALLED ON THE WARM 5112E (IN WINTER) OF IN5ULATION -PVA (VAPOR RETARDER) PAINT WITH A DRY GUF PERM RATING OF I MAX. SHALL BE USED A5 THE VAPOR RETARDER FOR ALL EXTERIOR WALLS AND ALL GEILING5 WITHOUT HEATED 5PAGE ABOVE. - GROUND COVER (TABLE 402.4•I.I): (o MIL BLACK POLYETHYLENE OR APPROVED EQUAL SHALL BE LAID OVER THE GROUND WITHIN CRAWL 51"AGE5 AND SHALL BE OVERLAPPED IZ° MINIMUM AT THE JOINTS AN SHALL EXTEND TO THE FOUNDATION WALL SMOKE ALARMS (R314): ALL SMOKE ALARMS SHALL BE L15TE12 IN ACCORDANCE WITH ULZ17 AND INSTALLED IN ACCORDANCE WITH THE FROVI510N5 OF TH15 GORE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT FROV1510N5 OF NFFA 72. 5MOKE ALARMS SHALL BE IIOV INTERCONNECTED WITH BATTERY BACK-UP. FIREBLOCKING: SHALL BE PROVIDED TO GUT OFF ALL CONGEALED DRAFT OFENING5 AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIE5 AND BETWEEN TOP STORY AND ROOF 5FACE. INSTALL PER IRO 302.11 WATER-RE515TANT GYPSUM BACKING BOARD (IRC 702.3.8): GYPSUM BOARD U5ED A5 A BACKER BOARD FOR CERAMIC TILE SHALL CONFORM TO A5TM CII7b OR CIZ7e- WATER-RE515TANT GYPSUM BOARD SHALL NOT BE INSTALLED OVER A VAPOR RETARDER IN A SHOWER OR TUB COMPARTMENT. OUT OR EXP05E12 E12GE5, INCLUDING TH05E AT WALL INTER5EGTION5, SHALL BE SEALED A5 RECOMMENDED BY THE MANUFACTURER. FA5TENER5 IN PRESERVATIVE TREATED WOOD (R317.3.1): FASTENERS, INCLUDING NUTS AND WA5HER5, FOR FRE5ERVATIVE TREATED WOOD SHALL BE HOT DIPPED ZING -COATED, GALVANIZED STEEL, 5TAINLE55 STEEL, SILICON BRONZE OR COPPER. DRIP EDGE (IRC A DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF A5HFALT SHINGLE ROOFS AND SHALL EXTEND .25 INGHE5 BELOW SHEATHING AND 211 UP ROOF DECK Z015 WASHINGTON STATE ENERGY CODE: - ENERGY GREDIT5 (DEBITS) REQUIRED: 5EE ATTACHED FORM5 AND BELOW: 5.1'. < r�,00 = SMALL ADDITION5 = .5 GREDIT5 REQUIRED CREDIT #IA = 0.5 POINT: EFFICIENT BUILDING ENVELOPE - FRE5GRIFTIVE COMPLIANCE 15 BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U = 0.28 FLOOR R-38 SEALING (W5EC 403.2.2): DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH W5U R5-33 U51NG THE MAXIMUM DUCT LEAKAGE RATES 5PEGIFIED. -P05T GON5TRUCTION & ROUGH -IN: TOTAL LEAKAGE TO BE LE55 THAN OR EQUAL TO 4GFM PER 100 5.F. OF CONDITIONED FLOOR AREA AT 0.1 INGHE5 W.G. FOR ENTIRE 5Y5TEM, INCLUDING AIR HANDLER ENCL05URE. ALL REGI5TER 50OT5 SHALL BE TAPED OR OTHERWI5E 5EALED DURING TEST. LEAKAGE TO OUTDOORS 5HALL BE 1_E55 THAN OR EQUAL TO 4GFM PER 100 5QUARE FEET OF CONDITIONED FLOOR AREA DUCT IN5ULATION & INSTALLATION (W5E0 403.2•I & 403.2.3): 12UCT5 SHALL BE INSULATED TO A MINIMUM R-& EXCEPT IF LOCATED COMPLETELY WITHIN THE BUILDING THERMAL ENVELOPE. BUILDING FRAMING CAVITIES SHALL NOT BE U5E12 A5 12UCT5 OR PLENUMS. INSTALLATION IF DUCT5 SHALL NOT DISPLACE REQUIRED ENVELOPE INSULATION. 7.r.71 15S15L SITE PLAN- ffLOR55 RESIDENCE 5GOFE OF WORK: GON5TRUGT NEW 107 5.1'• MASTER BEDROOM CLOSET ADDITION AND EXISTING MASTER BATHROOM REMODEL, PROPERTY INFORMATION: PARCEL #: 00(003400001000 ADDRE55: 1,9804 815T FL W ZONING: R5-e LOT AREA. Pj,712 5.F• 5ETBAGK5: FRONT: 25' REAR: 10' 51DEYARD: 7.0' MAX. HT: 25' TO RIDGE LOT COVERAGE: 30/ IMPERVIOUS: 00% BUILDING FOOTPRINT: 1(008 5.F• COVERAGE: 8712/1&0e = I°J•0/ NO CHANGE IMFERVIOU5 5URFACE COVERAGE: HEIGHT CALCULATION: LEGAL DESCRIPTION: NO CHANGE NO CHANGE VALLEY HI BLK 000 12-00 - LOT 10 191 APPROVED PLANS MUST BE ON JOB SITE City of Edmonds Building Department APPROVED Plans ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE City Of Edmonds Building Department Work ARAE CONVERSION, REOE❑ Address 19804 81ST PXN Owner ORES Approved Date 12/27/2020 Building Official IC&0111'r 61600x�,Ilel& Permit Number B.2-020-1359 OBTAIN ELECTRICAL OL O Z 50ALE, I°=10'-0° RECEIVED Dec 14 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PERMIT FROM STATE LABOR & INDUSTRIES VICINTIY MAP: s 198th PI SW U math SI SW 0 Hllnd.,,,p T 196thStSW a s i Grow with L � an lghm al sw • 1990481m Plate West 1gall, S's"' 19Wh St SW V 200th St SW x f AREA CALCULATION GARAGE: 33(o EXISTING HOUSE MAIN FLOOR: 13(02 EXISTING HOUSE UPPER FLOOR: "0 NEW UPPER FLOOR ADDITION: 107 SHEET INDEX C COVER —GENERAL NOTES I MAIN FLOOR PLAN Z UPPER FLOOR FRAMING 3 UPPER FLOOR PLAN 4 ROOF FRAMING 1� ELEVATIONS AD-1 ARCHITECTURAL DETAILS Jr SECTION 5— STRUCTURAL DETAILS z oO L J U Z F-- C W W 0 w (n S S LLJ< � w _ Y O 00 w 0) 1— 00 Q z� cn U LLo rn N o N -I.-ob 04 i o U 00 to rn Q (V . , C: v E � o 0 U C m y Y a co 04 U X CM Z J05 # Z0-06019 DATE: IZ-04-ZOZO SHEET '-.� In ,FDYPICI-IT (C) 17 APrl-IITF-TC I I r Coale: I = to 10' Zo' 4c C VERIFY MIN. 0/8, TYPE 'X' GWP C GARAGE UNDER NEW CLOSET I/Z" GWP AT GLO5E'T WALL UP TO ROOF 5HEATHING- EXISTING 51-1EARWALL TO REMAIN: gd NAILS @ (o" O.G. EDGE5 & IZ, O.G. FIELD W/ 5/8' ANCHORS @ 0'-O" O.G EXISTING 51-EARWAL REMAIN: 8d NAILS 0.01 EPGE5 & IZ° FIELD W/ 5/8 ANCI- @ 3'-(0" o.G. 8, 5- HOLPOWN EA RECEIVED Dec 14 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT • LEGEND 5.D. ---- DENOTES IIOV. 5MOKE DETECTOR W/ BATTERY PACK -UP 1, INTERGONNEGTED ALARM5 - VERIFY EXISTING LOCATION OR INSTALL. G.O. - PENOTE5 IIOV. 5MOKE DETECTOR CARPON MONOXIDE DETECTOR W/ PATTERY PACK -UP 1, INTERGONNEGTED ALARM5 - VERIFY EXISTING LOCATION OR INSTALL, 0 EXISTING GON5TRUGTION � NEW GON5TRUGTION EXISTING REMOVED ENGINEERING NOTES: I. 5W-x PENOTE5 51-EARWALL TYP. 5EE 5-5HEET5 FOR 5GHEPULE, PETAIL5 & NOTE5 Z. ALL NEW EXTERIOR WALLS SHALL PE FRAMED A5 51-EARWALL TYPE &, UNLE55 NOTED OTHERWISE. WA STATE ENERGY CREPIT5 U5EP: CREDIT 019 = O.g CREPIT5: EFFICIENT PUILPING ENVELOPE - PASEP ON TAPLE R40Z.1.1 WITH THE FOLLOWING MODIFIGATION5: - VERTICAL FENESTRATION U = 011P - FLOOR R-38 AREA CALCULATION GARAGE: 33(0 EXISTING HOU5E MAIN FLOOR: 13(02 EXISTING HOU5E UPPER FLOOR: 330 NEW UPPER FLOOR ADDITION: 107 z o� zo 0:� w Ld v z Ld< w� �w �o w co z< v-) U Lo M O (V y- 00 C3� i o U 00 L 0) CO Q¢� C E 0 N 0 E U a) `L v O 00 120 00 �a XCo — m 3 Z°� rr JOR it Zo-0<o°J DATE: IZ-o4-Zozo SHFMT 0 1 z o� zo • TYPIGAL FLOOR f=RAMING �< ZxIO HP #Z r. I&" O.G FLOOR FRAMING L o Co w Cn C z< Cn • L�G�ND ----DENOTES CONCENTRATED LOAD PROM AFOVE, PROVIDE 5F 50LID FLOCKING TO MATCH 5TUD WIDTH AFOVE MIN. ULorn W o NOTES: co r V W L m w I. DROPPED FEAM5 & HEADER5 ARE 5PECIFIED ON THE Q N FLOOR FELOW. FLU51-1 15EAM5 ARE 5PECIPIED ON FRAMING C 2- E PLANS E C � w L a �c O N V M_ _ o m Za. I I I I I I I I I I� II I II I II I II I II I II I II I II I II I II I II I II II II Z Q II II Q z U II Dz �i: pip II I N p II IT) F- z p II I F < 1 Q I I I Illj N O I I Q IL � 1 I L-------- I p 1 Q I Q C-\ 0 A I-3/4x�J-I/4 1.5 E 1-51- A (OPT. (Z)Zx)DF #I) @ 5 O.C. 515TER NEXT2 ADI TO EX15TINO TRU55 153 1 FOTTOM CHORD 1 � 1 � A 1 � � 1 � 1 � 1 � 1 A 6-I/8 x 10-1/Z GLF- FOTTOM PLUSH A � � 3 � 53 A � A A � r n I 1 V Z i ! G L o ------------------ O Ow J J U N- Co 0. �^^.i L.� JO5 Zo-O&O DATE: IZ-04-ZOZO RECEIVED SHEET:* Dec 14 2020 Sea1G: 1/4 = 1' CITY OF E DEVELOPMENTT SERVICES DEPARTMENT (`nPYRIrHT (c).F� APrHITFrTC I I r Min 50 CFM intermittent or 20 CFM continuous fan per Table M1507.4 also section M1507.4.1 141-0" RECEIVED Dec 14 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT • LE&END 0 1545TING CON5TRUCTION NEW GON5TRUGTION C - C 1545TING REMOVED S.D. 0 ---- VERIFY MIN. IIOV. SMOKE DETECTOR W/ 15ATTERY PACK-UF & INTERCONNECTED ALARMS IN ALL EXISTING 15EDR0005 VERIFY MIN II0V. COMPO 5MOKE DETECTOR CARPON MONOXIDE DETECTOR W/ PATTERY PACK-UF 8( INTERCONNECTED ALAR05 WITHIN GL05E FROXIMITY OF EX15T. 15EDROOM5 NOTES: I. 5W-x DENOTE5 51-1EARWALL TYF. 5EE 5-51-1EET5 FOR 50HEDULE, DETAIL5 B( NOTE5 AREA CALCULATION GARAGE: 33�0 EXISTING HOUSE MAIN FLOOR: 13(02 EXISTING HOUSE UPPER FLOOR: 330 NEW UFFER FLOOR ADDITION: 10'7 z o� zo 0:� w w c� W H z U) LLJ< �o � w 00 z< U Lo rn N o cal 4— 00 L04 o U 00 Q Q a > N >(D E � o 0 C m y N Y O N V � O M m Z0 Z L.L ry o O J Ii.i J Q U) nW In.L n J05 # Zo-0(o0 DATE: IZ-04-ZOZO SHEET # 3 FnPVPI('4T (C) I-� AP(`NITP7rTC I I r z o O � Ld W 0 U, z �_ _ � 0 Q �< L �o zcc cc c� U � m O (V c O L o U CO � L Q O Q�� m C 0 E N o 0 E U C o 0 Y Lu L co A ) co ci API x ch a� Co Z°� ft EXISTING 4XIO BEAM TO REMAIN _ —— — — — — EXISTING 4XIO BEAM TOR AIN EXISTING ROOF TO REMAIN EXI5TING ROOF TO REMAII] EXISTING 4XIO BEAM TO R MAIN I N EX15T Rf N z I� w 51MP5ON M5TG28 FROM c\ TYPICAL 51MP5ON L5T14°J Q NEW TOP PL TO EX15T OVERFRAMING I OVER BLOCKING A5 REQUIRED z _=Ex` OEG 1 I ID 4 ADI I API z # U I I LRUZIZ�NRAFTERG-TIE HANGER5,TYP. N N I r'J REMOVE EXIST. I N I 53 TRU55TAIL5AT LOWER ROOF z 1' o o = MATCH _ + I I , I'-O' N o EXI5TING + OVERHANG N I� I 4xI0 OUTLOOKER 4xI0 OUTLOOKER TO MATCH 3 TO MATCH EXI5TING I - 53 53 EXI5TING z z HIGH LOW lu o oc DZ Dc 'z ►u z� z H. J II x w II Q w J I� II o I� II z II D5 C � c � w Q U) LL A O ADI 0 0. JOR 0 20-0�019 DATE: IZ-04-ZOZO RECEIVED SHEET # Dec 14 2020 Sale: 1/4" = 1' CITY OF E T ONDS SERVICES DEVELOPMENT SERVICES I' 2� DEPARTMENT UPPER ROOF VENTILATION NEW ROOF AREA: 107 VENTILATION REQUIRED (AREAxl44/300) 5► VENTILATION PROVIDED: VENT BLOCKS (TOTAL BLOCKS): Z4 LOWER TOTAL (x7•I 5.1. PER BLOCK): 170 LOW ROOF JACKS: (4) @ 4°J 5.1. EA.): o TOTAL LOWER PROVIDED: 170.4 AT LOWER (.50 MIN, .(00 MAX.): o,rooa REQ'D AT UPPER (,4o MIN, .ro MAX,): 0.50 UPPER AREA REQUIRED (UPPER /xTOTAL AREA): 2(0 ROOF JACKS TOTAL (UPPER AREA/4°J 5.1. ): 0.52 USE: 2 SUPPER TOTAL PROVIDED: °J8 TOTAL VENT PROVIDED (LOWER+UPPER): ZloPj NOTES: I. VENT BLOCKS TO HAVE C3) 2�� DIAMETER SCREENED HOLES LOCATION NOTED PER PLAN. 2. ALL TRU55 BOTTOM CHORDS TO BE DESIGNED A5 ATTICS WITHOUT STORAGE (lo PSF LL), TRUSSES SHALL BE DESIGNED WITH A BOTTOM CHORD OPENING LE55 THAN 42��x24° WHERE (2) OR MORE TRUSSES HAVE THE SAME WEB CONFIGURATION. 3. ROOF TRUSSES &DESIGN TO CONFORM TO IRG R8o2.l0.1 4. ROOF OVERFRAMING: Zx4 RAFTERS ac 24° O.G. W/ 2x4 POST SUPPORT Ca 48�� O.G. STAGGERED. BRAGS P05T5 OVER (o'-O�� (IN 2X FLAT DIRECTION). 5. TRUSS DESIGNS AND DETAILS SHALL BE PREPARED & STAMPED BY AN ENGINEER REGISTERED IN WASHINGTON STATE AND SHALL BE PROVIDED TO THE BUILDING OFFICIAL FOR APPROVAL PRIOR TO INSTALLATION. TRUSS DRAWINGS SHALL REMAIN ON THE JOB SITE. (o. DROPPED BEAMS &HEADERS ARE SPECIFIED ON THE FLOOR BELOW. FLUSH BEAMS ARE SPECIFIED ON FRAMING PLANS COPYRIGHT ©J3 ARCHITECTS LLC z U U z O � w w 0 LLJ z_ n = _ C�Of CDQ Ln Y O 0 w Z U (n PROPO5E1? EXISTING ADDITION RESIDENCE U Lorn o c"' oo rn L o Q c.l E E ° E C y 0oo -_ - - - - - - - - - - - - - - - - - - - - - O N i D5od ° M LAP SIDING TO ■ m MATCH EX. ■ A Z a D5M2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - u ■ M 11 ■ M LL 0 EXISTING RESIDENCE M------------------------------------------ East Elevation N �? O d � p W COMP051TION ROOF PROP05E1? EXISTING EXISTING PROPOSED COMP051TION ROOF Q O OVER 150 FELT TO ADDITION RESIDENCE RESIDENCE ADDITION OVER 15# FELT TO (� z MATCH EXIST. MATCH EXIST. - - - - - - - - - - - - - - - - MATCH EX. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MATCH EX. - - - - - - - - - - - - - - - - - - - - -- - - - - - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - NEW LAP SIDING TO WINDOW & TRIM TO MATCH EX. 6? = LAP 51DING TO MATCH EX. _%N MATCH EX. � I I -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - - - % -- - - -- - - - - -- - - -- -------------------- EXISTING RESIDENCE North Elevation south Elevation U) scale: I/L}.ii = I' scale: I/q.ii = I' z o 0 I I Q w > J W J Co W JOR 0 20-0(019 DATE: IZ-o4-2o2o RECEIVED SHEET # Dec 14 2020 CITY OF E DEVELOPMENTT SERVICES DEPARTMENT COPYRIGHT ©J3 ARCHITECTS LLC SECTION 'A' • FLORE5 RE5IDENCE RIDGE VENT GEILING TYP. RIDGE DETAIL 3 50ALE: = I' AINTAIN I° 1. 7 5HEATHING 32Z 'ION TYPIGAL ROOF: ASPHALT COMP051TION ROOFING OVER 10s# FELT PAPER ON VI(o° 0515 5HEATHING (GDX Co OVERHANG) ON FRAMING PER PLAN R-38G 15ATT IN5ULATION AIR 1 AFFLE- MAINTAIN I° AIR 5PACE MIN. Zx EAVE 15LOCKING W/ (3) Z° 0 50REENED HOLE5 GW15 W/ PVA PAINT, TYP. *14`x(o° FA5CIA W/ 5° ALUMINUM GUTTER AND FLA5HING TYPIGAL WALL- 5EE DETAIL 1/1 TYPICAL ROOT- VENTED EAVE 5GALE: 3/4° = I'-0 TYPICAL EXTERIOR WALL: 51DING PER PLAN 15# 15UILDING PAPER OVER 5HEATHING (PER S-SHEETS) Zx(o STUDS ac I(o° O.G. W/ R-21 1 ATT IN5ULATION 1/Z GYP5UM WALL 150ARD W/ PVA PAINT (U.N.O.) TYPICAL FLOOR FRAMING: 3/4° T & G 5UI5FLOOR OVER FLOOR TRUSSES PER PLAN 1/2" GWI ac CEILING (5/g° TYPE'X' GW15 IF OVER GARAGE) l`' ` ` �`� ` A A A A I R-38 15ATT IN5ULATION Y V Y V � REQUIRED IF OVER GARAGE R-21 FATT IN5ULATION Ca PERIMETER / RIM J015T TYPICAL WALL c� M-00R FRAMING 5GALE: 3/4° = 1'-0° SIDING PER ELEVATION 15UILDING PAPER, TYP. TYP. 5HEATHING TURN FELT ROOFING UP WALL I'-o' ac ROOF/WALL INTER5ECTION. LAP �LDG. PAPER OVER FLASHING SHEET METAL FLA5HING SEAM 5EALANT ROOFING & 5HEATHING PER PLAN TYPIGAL WALL -ROOF FLA5HING 5GALE: 3/4° = z i � zo w iw c� Co z _ cnw c� Qa w��w O w 0-1 1-- Co z< CO U U rn o cal a- co rn L o Lco v 0) (O j O 0 E p O r U C m y N Y a 0 N U Xo s CD Z 0_ Z O U Lu U) 06 U) Q W r) U W -17 ry Q J015 0 20-0(019 DATE: IZ-04-ZOZO nnPVPlrnk-IT 0) In APrkI IITFnTC I I n RECEIVED Dec 14 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 5HEET s� AD-1 GENERAL STRUCTURAL NOTES BUILDING CODE 2015 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 (SDS): 0.842 6. SEISMIC DESIGN CATEGORY: D 7. LFRS: WOOD SHEATHED SHEARWALLS 8. SEISMIC RESPONSE COEFFICIENT (Cs): 0.13 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 Y8" 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 BRIG BEARING CIP CAST -IN -PLACE CL CENTER LINE CMU CONCRETE MASONRY UNIT CONC CONCRETE CONT CONTINUOUS DF DOUGLAS FIR DIA DIAMETER DIAG 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 RECEIVED 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) ,,U SAL It T�1�' OY N A Sfi1 f✓v r�J' :��,� `z 46136 � �FGISTYl u1� 'SSION N' iz�3�2v © 2020 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: December 3rd, 2020 Drawn By: XCH Checked By: NKH Sheet Name: GENERAL STRUCTURAL NOTES Sheet: S1 Dec 14 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Job Number: 20-168 OA DOUBLE TOP PLATE W/ EDGE NAILING (STAGGER) OB SHEARWALL EDGE NAILING AT ALL PANEL EDGES. BLOCKING AT ALL PANEL EDGES WHERE APPLICABLE. OC EDGE NAILING TO HOLDOWN 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 HOLDOWN 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 f 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 PLYWWOOODD NAIL (1-1/2" MIN y° AB 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. Y2" 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 HOLDOWN 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. HOLDOWNS 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 HOLDOWN SCHEDULE FOR ADDITIONAL INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. WHERE (2) 2x's ARE USED AS A HOLDOWN 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 Y2" 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.) 2 S2 HOLDOWN POST/STUDS PER PLAN / SCHEDULE HOLDOWN STRAP PER PLAN. CENTER BETWEEN o FLOORS (INSTALL OVER SHEATHING, EDGE NAILING NOT REQ'D UNDER STRAP) O 0 CLEAR SPAN NO NAILS REQUIRED ,o W I FLOOR FRAMING PER o PLAN HOLDOWN POST/STUDS PER PLAN/SCHEDULE TYP FLR TO FLR STRAP 1 If = 1'-0" HOLDOWN SCHEDULE HOLDOWN THREADED EMBED MIN EDGE MINIMUM TOTAL FASTENERS CAPACITY REMARKS MARK ROD SIZE INTO CONCRETE DISTANCE POST SIZE MSTC28 N/A N/A N/A (2) 2x (12) 16d 1155# SEE DET 3/S2 HOLDOWN NOTES 1. ALL -THREAD BOLTS SHALL CONFORM TO ASTM A307. 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH (fc) SHALL BE 2500 PSI. MINIMUM WALL THICKNESS IS 8", U.N.O. ON PLAN OR DETAILS. 3. ALL HOLDOWNS REQUIRE A (2)2x POST UNLESS NOTED OTHERWISE. WHERE HOLDOWNS 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 HOLDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS. 7. WHEN FIELD CONDITION BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER PRIOR TO PROCEEDING. 8. ALL HOLDOWN BOLTS MUST BE RE -TIGHTENED JUST PRIOR TO ENCLOSING SECOND SIDE OF WALL. RECEIVED 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 G� r _6 46116 ' I S �0�, G ONXL 12�3�Ze © 2020 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: December 3rd, 2020 Drawn By: XCH Checked By: NKH Sheet Name: SHEARWALL & HOLDOWN SCHEDULES Sheet: S2 Dec 14 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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)Y4"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 TOPY4"x4" SD SCREWSO.C. STUD CENTERLINE PLATE ONLY FLOOR JOIST PER STAGGERED TO B @M 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 VSOLID PLAN 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 11 If = 1'-0" 2 FLOOR JOIST TO WALL CONNECTION S3 11 If = 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 11 If = 1'-0" 3 SLOWER ROOF TO SW CONN S3 11 If = 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 �INTERIOR SHEARWALL CONN S3 11 If = 1'-0" RECEIVED Dec 14 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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 -j.NUSAL NVA 'd 46136 �� GISI-IV. ��,S•S14NALti�G �1za © 2020 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: December 3rd, 2020 Drawn By: XCH Checked By: NKH Sheet Name: STRUCTURAL DETAILS Sheet: S3 Job Number: 20-168