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APPROVED BLD2020-0349 BLD PLN Arch Struct permit set 6.11.20VICINITY MAP: PROJECT SITE: 1141 VIEWLAND WAY W(K0WAY PUGFTLA v EDMONDS MiUN Ti � w 176rH ST SW 1 &TH ST SW LU LU 1 BOTH ST 3W W = LYNN1 OOD I� 1 96TH STSVV 200rH Srs �v z { 24 4TH Sr 5W ' )OSTH Sr SW c 41 2? 2TH Sr SW r 4 UNINCORPORATED COUNTY 220THSr34 _ ESPERANCE is 228THST 90i a MOUNTLAKE TERRACE 3. w Lr _ ` ^ 236TH ST SW z EXTERIOR MODELING SKETCHES (FOR REFERENCE ONLY) SCHEMATIC VIEW FROM SE SCHEMATIC VIEW FROM SW PROJECT INFORMATION: PROJECT SITE ADDRESS: 1141 VIEWLAND WAY EDMONDS, WASHINGTON 98020 PROPERTY OWNER TERRI MAUPIN & PETE CROUCH 6046 ANN ARBOR AVE. NE SEATTLE, WA 98115 terrim99@gmail.com ARCHITECT: AIELLO ARCHITECTURE 928 NW LEARY WAY, #201 SEATTLE, WASHINGTON 98107 Contact: Paul Aiello paul@aielloarchitecture.com 206.632.1229 STRUCTURAL ENGINEER D.S. ENGINEERING 3121 147TH PLACE SE MILL CREEK, WA 09012 Contact: Don Shin 425.338.4776 GEOTECHNICAL ENGINEER ASSOCIATED EARTH SCIENCES, INC. 911 5TH AVENUE KIRKLAND, WA 98033 Contact: Tony Romanick 425.827.7701 CIVIL ENGINEER CG ENGINEERING 250 4TH AVE. S. EDMONDS, WA 98020 Contact: Greg Gullien 425.778.8500 ZONING: RS-12 TAX PARCEL NO. SNOH. CO. Assessors # 00606600001800 LEGAL DESCRIPTION: VIEWLAND HEIGHTS, BLK 000 D-00 - LOT 18 PROJECT DESCRIPTION: CONSTRUCT ANEW SINGLE FAMILY RESIDENCE IN SIMILAR LOCATION AS EXISTING DEMOLISH EXISTING RESIDENCE. UTILIZE EXISTING DRIVEWAY AND LANDSCAPE TO EXTENT FEASIBLE 1 ST FLOOR 2044 sq ft 2ND FLOOR 700 sq ft GARAGE 710 sq ft TOTAL BUILDING PROPOSED 3454 sq ft GENERAL BUILDING NOTES: CONSTRUCTION TYPE: VB OCCUPANCY: R3 SINGLE FAMILY RESIDENCE U GARAGE FIRE SPRINKLER: PER ECDC 19.05.020, R313.1.2 FOR TOTAL AREA RESIDENCE OVER 3000 SF, PROVIDE SPRINKLER SYSTEM PER NFPA 13D. BUILDING CODE: : 2015 IRC, ARCHITECTURAL 2015 IBC, STRUCTURAL SEE S1.0 FOR CODE NOTES SHEET INDEX: AO.0 PROJECT INFORMATION VICINITY MAP MODEL VIEWS A1.0 SITE PLAN A1.1 TYPICAL ENVELOPE ASSEMBLIES WINDOW & EXT. DOOR SCHEDULE INTERIOR DOOR & HW SCHEDULE ENERGY CODE NOTES CLIMATE & GEOGRAPHIC DESIGN CRITERIA C1.1 CIVIL COVER SHEET & GENERAL NOTES C2.1 TEMPORARY EROSION CONTROL & DEMO C2.2 TEMPORARY EROSION CONTROL DETAILS C3.1 GRADING & DRAINAGE PLAN & DETAILS C3.2 GRADING & DRAINAGE DETAILS C4.1 WATER & SEWER PLAN C4.2 WATER & SEWER DETAILS A2.1 1ST FLOOR PLAN A2.2 2ND FLOOR PLAN A2.3 ROOF PLAN A3.1 EXTERIOR ELEVATIONS A3.2 EXTERIOR ELEVATIONS A4.1 BUILDING SECTIONS ENERGY CODE NOTES A4.2 BUILDING SECTIONS A5.1 WALL SECTIONS & DETAILS A5.2 WALL SECTIONS & DETAILS S1.0 STRUCTURAL NOTES TYPICAL STRUCTURAL DETAILS S2.0 FOUNDATION PLAN PIN PILE PLAN S2.1 1ST FLOOR FRAMING PLAN S2.2 2ND FLOOR & LOW ROOF FRAMING PLAN 1 ST TO 2ND SHEAR WALLS S2.3 UPPER ROOF FRAMING PLAN 2ND TO UPPER ROOF SHEAR WALLS S3.0 STRUCTURAL DETAILS TYPICAL S3.1 STRUCTURAL DETAILS & SECTIONS a u I aieIIo, p.s. j architecture + design 7818 V EGISTERED ARCHITECT t IELLOASHINGTON w U z w 0 Vl w a z 0. o O Q CD Z � N E U�w 03.24.2020 0: - 0 -- INDEX OF DRAWINGS PROJECT INFO WINDOW SCHEDULE DOOR SCHEDULE SITE GENERAL NOTES A. EXISTING SITE SURVEY SHOWN AS BACKGROUND. SEE ACTUAL SURVEY FOR MORE EXTENSIVE DETAIL. B. SEE CIVIL DRAWINGS FOR TEMPORARY EROSION CONTROLS, SITEWORK DETAILS, AND UTILITIES. C. SEE GEOTECH REPORT FOR E.C.A. INFORMATION AND RECOMMENDATIONS. HEIGHT CALCULATIONS Proposed Comer points Elevation A 237.80' B 237.60' C 237.40' D 237.80' Subtotal 950.60' AVERAGE SITE ELEVATION 237.65' MAX. ALLOWABLE HEIGHT.: 25.00' MAX. ALLOWABLE ELEVATION 262.65' MAX. PROPOSED ELEVATION 258.50' (NOTE. SURVEY DATUM USED) PROPERTY INFORMATION kq OWNER TERRI MAUPIN & PETE CROUCH PROPERTY ADDRESS: 1141 VIEWLAND WAY EDMONDS, WASHINGTON 98020 TAX PARCEL NO. 606600001800 ° RECOMMENDED BUILDING SET BACK BUFFER — OF 10' MINIMUM FROM TOP OF WEST SLOPE, PER GEOTECH REPORT DTD 1-10-2020 PAGE 8. / i b PROPOSED: 20' ' +/- / p I I / ^ tiI 1: 1 I I I REFERENCE O / 0 1 I I PL CORNER POINT z I I ° " 1 i — w II 25'-564 2 ,� 20' +/- x . 7'-8" 15'-01, 15'-0" 26'-6" VO m l I 1 _0. 7.a x I I' I LT /. EQD PEraACK 20" P11 13 IN883618W 115.00' ��I,A/CK221.0 SEI t REMOVE 10'FIR I E W� LA N D WAY EXT G TOP OF WEST ao 1I REUgVE 12'FIR 101SLOPE 237.8 ooF EAVE, 12" FIR (NO WORK) 237.—8: 23716' w x D.S. 1 I I II I I 2ND FLOO I 1 /ABOVE IGHEST POINT NEW WEST SIDE 1 I I v PATIO PAVING I I I SHOWN DASHED EAVE ELEV.: 258.5 , /11 1 Al GRADE LEVEL ' I 2ND FIN. FLR. �I I 2�.., 2�s.o i l ' k2 I ELEV.: 248.2' aP 1 I I I 1 N 583 SF TO THE SKY _ 23� 11 7,-6w+/ II II � 1 1 1�^N ryh0 x 0h SEE CIVIL DRAWINGS I I I GARAG E x I I I 1 I I p. OLD RESIDENCE I I N LOT COVERAGE: 710 SIF 0 1 ' TO BE DEMOLISHED OI I I I I `�' I I I FOOTPRINT SHOWN LAB ELEV-238.6'/1 O1 EAST SLOPE I I ALIGN I WEST SLOPE', I DOTTED/ ' DOOR -n NO WORK I NEW CONSTRUCTION NO WORK I - - - _ oCA f WITH WEST PL I x23'� - w " ryNCI m I � S�4 II I l i I I N 1100F EAVE ��G A X LOC O I I --_I \ I I � /RESIDENCE � I G p. , I � I SIDE SEWER, - ADJACENT �� ; I I I I� I LOT COVERAGE: 2044 SF��. I I CITY RECODS RESIDENCE ; I I Ic I I D.S. D. : I V, e�P�� i IW C I N I o II I �,�� , w I � I 1ST FIN. FLR. ,�. OVEREDIPORCH ILL ELEV.: TIN. FILR LOT COVEIRAGE: 35 SF o I ILL I I- I N 10 R4 I I I w �N x W I� �W I - lo I I - I K*1 I~ I I �o ' 100 I �Ib I u � 0� I i i z I Io x�1b S. 6 I DRIVEWAY 9 EAST SIDE I A _ V I co o PAVING REPLACED q 00 I 249.9s M I I I ` ` 680 SF TO T�E SKY I N s I I D.S. �- SEE CIVIL I - co I I I I ROOF AREA I� a j I+ I o 0 WEST SLOPE ' r 3574 SF i \ I I pI I NO WORK I SHOWN HATCHED DRAIN LOCA�fION I COVERED PATIO I APPROX. LOT COVERAGE: 115 SF II , ', I SEE CIVIL x -- - ---- -_--- I I I12"FIR II 1 - - - - - - - - - - - - - - - I � ' D: 237.8' OP-------�--- --: ", C 2374 0 �? EXISTING WEST SLOPE I I I TO REMAIN I .�„ 23,7,\' NO WORK THIS AREA y� I ,Y I j �, 0 �\ k��\ 1 g P�' FIRR�I SEE GEOTECH. REPORT G�Q�G m EXISTING ,N /N 0'\ �,� PAVING TO REMAIN �,� 12" Pi, ti �' 'Sao SEE CIVIL T ) 10r CED ,,.° / oa '�4 6 42 / 4 10" PIN N 2x2 's P WM� —/ 1 24 y i.4-22\ N 6 ' i7227,8s \ 2assa / 10" FIR 225.3 x a .� x TOP OF L g .y, / w �x-241.73 a x O 238.0 p3 r AILBOX s " I APiROX LOC OF GAS PER CITY RECORDS I �z 3) MAILBOXES D IRON PINE i / x 7 S OF x°0 231.73 x \ 233.94 x C x "`.� ,t'L �'L b^ r PROP COR N88°36'1$'W 589.36' \ ry° o SSMH 1 %RTH Sfi SW VIEW AKI ti°� RIM=245.04' E 8"CONC(N 1W D WAY) \ m � CB (TYPE 1) RIM=239.23' IE 6"DI=238.2T(E.j IE 6"DI=238.13'(W.) N ry h rye. 8"CONC=241 .50' =239.64'(C.C.) 35 STRUCTURAL LOT COVERAGE ALLOWABLE LOT COVERAGE LOT AREA 11499 sq ft ALLOWANCE 35% TOTAL ALLOWABLE 4024.65 sq ft PROPOSED LOT COVERAGE RESIDENCE 2044 sq ft GARAGE 710 sq ft COVERED PORCH 35 sq ft COVERED PATIO 115 sq ft TOTAL PROPOSED 2904 sq ft EXISTING EAST SLOPE, TO REMAIN, NO BUFFER REQUIRED. PROVIDING 7'6" BUFFER +/- SEE GEOTECH REPORT DATED 1-10-2020, PAGE 8. EXSTING TOE OF SLOPE (NO WORK) ADJACENT - RESIDENCE N 88°36'18" W 250.01' SITE PLAN o 10 20 30 40FT Ill = 1 01_On go 9 p a u I aieIIo, p.s. Pg. architecture + design w U z W w 1z z I"1 >. O W O IG Z Q U W N > > Z 0 " 0 a � G V R- W y1 PERMIT SUBMITTAL WALL ASSEMBLIES W-1 WALL ASSEMBLY • SIDING/ STAINED CEDAR or PAINTED HARDI PLANKS • AIR & WATER BARRIER • PLYWOOD SHEATHING • WOOD WALL FRAMING, 2 X 6 TYP. SEE STRUCTURAL • INSULATION R-21 • 1/2" GWB • PAINT, VAPOR BARRIER W-2 WALL ASSEMBLY • SIDING/ STAINED CEDAR or PAINTED HARDI PLANKS • AIR & WATER BARRIER • PLYWOOD SHEATHING • WOOD WALL FRAMING, 2 X 6 TYP. SEE STRUCTURAL • PLYWOOD or GWB INT. FIN. • STAIN/ SEALER W-3 WALL ASSEMBLY • WOOD / TILE FINISHES AT SELECTED LOCATIONS • 1/2" GWB, PAINT OR • 1/2" CEMENT BOARD AT WET LOCATIONS/ TILE BACKER • WOOD WALL FRAMING, 2 X 4 or 2 x 6 • SOUND INSULATION • 1/2" GWB, PAINT W-4 WALL ASSEMBLY (RESIDENCE/ GARAGE SEPARATION) • 1/2" GWB (GARAGE SIDE), FIRE TAPED • PLYWOOD SHEATHING • WOOD WALL FRAMING, 2 X 6 TYP. SEE STRUCTURAL • INSULATION R-21 • 1/2" GWB • PAINT WARM SIDE VAPOR BARRIER ROOF ASSEMBLIES R-1 ROOF ASSEMBLY • FACTORY FIN., GALV. STL 24 GA., STANDING SEAM ROOFING. • SLIP SHEET AS REQUIRED • ICE AND WATER SHIELD MEMBRANE • PLYWOOD SHEATHING • WOOD ROOF FRAMING TRUSSES OR RAFTERS - SEE STRUCTURAL • INSULATION R-49. CLOSED CELL INSULATION TO ACHIEVE VAPOR BARRIER, NO VENTILATION REQUIRED, MANUFACTURER REQ'D TO PROVIDE CERTIFICATE. (SEE BELOW) REMAINDER OF INSULATION BATTS AS NEEDED TO MEET R-49 • 1/2" GWB • PAINT CLARIFICATION: NON VENTED ROOF/ ATTIC ASSEMBLY. COMPRISED OF 3" MIN. OF AIR-IMPERMAEABLE SPRAY FOAM zi INSULATION (R-21) "JM CORBOND III", ESR NO. 3159. R-2 ROOF ASSEMBLY • FACTORY FIN., GALV. STL 24 GA., STANDING SEAM ROOFING. • SLIP SHEET AS REQUIRED • ICE AND WATER SHIELD MEMBRANE • PLYWOOD SHEATHING • WOOD ROOF FRAMING,TRUSSES OR RAFTERS - SEE STRUCTURAL • SOFFIT/ CEILING • LINEAR VENT • PAINT/ STAIN R-3 ROOF ASSEMBLY • FACTORY FIN., GALV. STL 24 GA., STANDING SEAM ROOFING. • SLIP SHEET AS REQUIRED • ICE AND WATER SHIELD MEMBRANE • PLYWOOD SHEATHING • WOOD ROOF FRAMING,TRUSSES OR RAFTERS - SEE STRUCTURAL TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FLOOR/ CEILING ASSEMBLIES -0 ----------------- o- F-1 FLOOR ASSEMBLY • 3/4" FINISHED FLOOR, WOOD FLOORING (OR TILE) • PLYWOOD SHEATHING • WOOD FLOOR FRAMING JOIST - SEE STRUCTURAL • R-30 INSULATION • CRAWLSPACE (VENTED) 18" MIN. CLR. • VAPOR BARRIER, 6 MIL POLY SHEETING, TAPED SEAMS AND EDGES F-2 FLOOR ASSEMBLY • 3/4" FINISHED FLOOR, WOOD FLOORING (OR TILE) • PLYWOOD SHEATHING • WOOD FLOOR FRAMING JOIST - SEE STRUCTURAL • R-30 INSULATION (OVER UN-COND. SPACE) • ACOUSTIC BATTS - OVER LIVING SPACE • 1/2" GWB OR EXT SOFFIT • LINEAR VENT @ EXTERIOR SOFFIT • PAINT F-3 FLOOR ASSEMBLY • SEALER • CONCRETE SLAB (SEE STRUCT.) • VAPOR BARRIER, 6 MIL POLY • 4" GRAVEL • COMPACTED SUB -GRADE INDOOR AIR QUALITY GENERAL NOTES:: THE PROPOSED PROJECT WILL UTILIZE AN INTEGRATED FORCED AIR FURNACE HEAT AND AIR DISTRIBUTION SYSTEM. (REFER TO CODE SECTION M1507.3.5). CONTROLS AND OPERATIONS, SEE SECTION 1507.3.2 OUTDOOR AIR WILL BE SUPPLIED THROUGH AN OUT DOOR AIR SUPPLY TO THE FURNACE FAN. THE FURNACE FAN AND THE EXHAUST FAN ARE TO BE INTEGRATED WITH A TIMER TO PROVIDE CODE MINIMUM AIR TO EACH HABITABLE ROOM. INSURE ALL INTERIOR DOORS ARE UNDERCUT 1/2" MIN. OUTDOOR AIR INLET(S), SEE M1507.3.5.3 FOR FULL DESCRIPTION. PRIMARY NOTE: OUTDOOR INLETS SHALL BE SCREENED AND LOCATED SO AS NOT TO TAKE AIR FROM THE FOLLOWING AREAS: 1) CLOSER THAN 1 OFT FROM AN APPLIANCE VENT OUTLET, UNLESS SUCH VENT OUTLET IS 3 FT ABOVE THE OUTDOOR AIR INLET. PER TABLE M1507.3.3,(1) MIN. AIR FLOW RATE= 75 CFM, FOR CONTINUOUS OPERATION. (2700 SF DWELLING, W/ (4) BEDROOMS) UTILIZE CONTINUOUS OPERATION WHOLE HOUSE FAN WITH A MIN. OF 75 CFM. SEE PLAN A2.1 FOR LOCATION OF EXHAUST FAN (LOCATED IN POWDER BATHROOM.) SUBJECT TO DAMAGE FROM ICE SHEILD GROUND WIND SEISMIC Frost WATER UNDER- AIR MEAN SNOW SPEEDe DESIGN line DESIGN LAYMENT FLOOD FREEZING ANNUAL LOAD (mph) CATEGORY9 Weatheringa depth" Termite Decayd TEMPT REQUIRED' HAZARDS" INDEX) TEMPk Slight to Firm Maps 25 psf 85 D1 Moderate 18" S to M 27' F No 0-1,000 50' Moderate 11-8-99 • :A D • • 1111111111§114 ENERGY CODE GENERAL NOTES: A) THE PROPOSED DWELLING IS TO MEET OR EXCEED THE PRESCRIPTIVE PATH PER PER W.S.E.C., 2015 EDITION. TABLE 402.1.1. SEE TYPICAL ENVELOPE ASSEMBLIES AND WINDOW SCHEDULE FOR ADDITIONAL NOTES. B) DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR AND HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION. C) AIR LEAKAGE SHALL BE LIMITED AND MEET WSEC 402.2. NOTE CREDIT CRITERIA BELOW. PROVIDE A WRITTEN REPORT OF AIR LEAKAGE TEST RESULTS, SIGNED BY THE TESTING PARTY, TO THE BUILDING INSPECTOR PRIOR TO APPROVED FINAL INSPECTION. D) A RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE COMPLYING WITH W.S.E.C. 105.4 IS REQUIRED TO BE COMPLETED BY THE DESIGN PROFESSIONAL OR BUILDER AND PERMANENTLY POSTED WITHIN 3' OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION. E) DWELLING UNIT IS REQUIRED TO BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR REGULATION OF TEMPERATURE. F) MINIMUM OF 75% OF ALL INTERIOR LUMINAIRES SHALL BE HIGH EFFICACY LUMINAIRES. ALL EXTERIOR LIGHTING SHALL BE HIGH EFFICACY LUMINAIRES. G) ADDITIONAL ENERGY EFFICIENCY CREDITS OF 3.5 PER WSEC R.406: (Medium sized dwelling unit.) ACHIEVED THROUGH A COMBINATION OF THE FOLLOWING OPTIONS. OPTION 2b - 1.0 Credit: AIR LEAKAGE CONTROL & EFFICIENT VENTILATION: (Whole house ventilation system with a minimum sensible heat recovery of .70) (Air leakage test of 2.0 Air Changes/Hour max.) OPTION 3B - 1.0 Credit: HIGH EFFICIENCY HVAC EQUIPMENT (Air source Heat pump with a min. HSPF of 9.0) OPTION 5c - 1.5 Credits: HIGH EFFICIENCY WATER HEATING. (Gas water heater with a minimum of of of .91) WINDOW & EXT. DOOR SCHEDULE: R n 1;17F APPRny (7" +/-1 cnNCI II T W/ MANI IF MIN NO. STYLE W x" x H AREA (SI) AREA SF U VALUE NOTES 1 PATIO SLIDER Assembly 74" x 111" 8,214 57.0 0.30 1,2 2 PICTURE Assembly 38" x 72" 2,736 19.0 0.30 3 PATIO SLIDER Assembly 160" x 111" 17,760 123.3 0.30 1 4 PATIO SLIDER Assembly 160" x 111" 17,760 123.3 0.30 1 5 CASEMENT PAIR 72" x 72" 5,184 36.0 0.30 1 6 PATIO SLIDER Assembly 74" x 111" 8,214 57.0 0.30 1 7 PICTURE 38" x 72" 2,736 19.0 0.30 1 8 CASEMENT PAIR 72" x 72" 5,184 36.0 0.30 9 CASEMENT 36" x 56" 2,016 14.0 0.30 2 10 CSMT/ PICTURE/ CSMT 108" x 56" 6,048 42.0 0.30 11 PICTURE 30" x 96" 2,880 20.0 0.30 1 12 FRONT DOOR 44" x 96" 4,224 29.3 0.30 1 13 PICTURE 30" x 96" 2,880 20.0 0.30 1 14 AWNING/PICTURE STACKED 24" x 65" 1,560 10.8 0.30 3 15 NOT USED F 16 DOOR 38" x 86" 3,268 22.7 0.30 17 AWNING TRIPLE 90" x 24" 2,160 15.0 0.30 18 CASEMENT 24" x 36" 864 6.0 0.30 3 19 CASEMENT 24" x 36" 864 6.0 0.30 3 20 AWNING TRIPLE 90" x 24" 2,160 15.0 0.30 1 21 CSMT/ PICTURE/ CSMT 108" x 56" 6,048 42.0 0.30 2 22 CSMT/ PICTURE/ CSMT 108" x 56" 6,048 42.0 0.30 1 23 CSMT/ PICTURE/ CSMT 108" x 56" 6,048 42.0 0.30 2 24 CASEMENT 36" x 56" 2,016 14.0 0.30 25 CASEMENT 36" x 32" 1,152 8.0 0.30 26 CSMT/ PICTURE/ CSMT 108" x 32" 3,456 24.0 0.30 27 CASEMENT 36" x 32" 1,152 8.0 0.30 1,3 28 AWNING TRIPLE 108" x 16" 1,728 12.0 0.30 1 29 CASEMENT 24" x 32" 768 5.3 0.30 30 ICASEMENT 1 24" x 32" 768 5.3 0.30 TOTAL AREA NOTES: * U-VALUES LISTED SHALL BE LABELED ON THE FENESTRATION & CERTIFIED IN ACCORDANCE W/ NFRC 100. PROVIDE OPTIONS FOR SCREENING AT ALL OPENING 1) GLASS TO MEET SAFETY GLAZING REQUIREMENTS 2) UNIT TO MEET EGRESS REQUIREMENTS OF THE IRC. 3) OBSCURE GLASS DOOR NO. LOCATION DOOR SLAB SIZE STYLE OPERATION JAMB HARDWARE CYLINDER BORE DIA. handset type 2 3/8 BACKSET verify DEADBOLT MISC., NOTES 1 GARAGE T-0" X 7'-0" FLUSH SWING 7" 1 PASSAGE 2 1/8" 1 SELF CLOSING, FIRE RATED 2 LAUNDRY 2'-8" X 7'-0" FLUSH SWING 4 1/2" 1 PASSAGE 2 1/8" - 3 1/2 BATHROOM 2'-4" X 7'-0" FLUSH SWING 4 1/2" 1 PASSAGE/ PRIVACY 2 1/8" - 4 HALL CLOSET 2 2'-0" X 7'-0" FLUSH PAIR SWING 4 1/2" 1 DUMMY SET - - TOP BALL CATCH es 5 COAT CLOSET 2 2'-0" X 7'-0" FLUSH PAIR SWING 4 1/2" 1 DUMMY SET - - TOP BALL CATCH es 6 DEN 2'-8" X 7'-0" FLUSH SWING 5" 1 PASSAGE 2 1/8" - 7 DEN CLOSET 2'-4" X 7'-0" FLUSH SWING 4 1/2" 1 PASSAGE 2 1/8" - 8 UNDERSTAIR 2'-6" X 5'-0" FLUSH SWING 4 1/2" 1 PASSAGE 2 1/8" - KEYED LOCK? TBD 9 MASTER VESTIBU T-0" X 7'-0" FLUSH SWING 4 1/2" 1 PASSAGE 2 1/8" - 10 EXTRA CLOSET 2'-4" X 7'-0" FLUSH SWING 4 1/2" 1 PASSAGE 2 1/8" - 11 MASTER BR 2'-8" X 7'-0" FLUSH SWING 4 1/2" 1 PASSAGE 2 1/8" - 12 MASTER CLOSET 2'-4" X 7'-0" FLUSH SWING 4 1/2" 1 PASSAGE 2 1/8" - 13 MASTER BATH 2'-8" X 7'-0" FLUSH SWING 4 1/2" 1 PASSAGE/ PRIVACY 2 1/8" - 14 WATER CLOSET 2'-6" X 7'-0" FLUSH POCKET 6 1/2" - RECESSED CUP - - POCKET DOOR HW 15 NOT USED 16 S BR CLOSET 2 2'-0" X 7'-0" FLUSH PAIR SWING 4 1/2" 1 DUMMY SET 2 1/8" - TOP BALL CATCH es 17 SOUTH BEDROOM 2'-8" X 7'-0" FLUSH SWING 4 1/2" 1 PASSAGE 2 1/8" - 18 BATH 2'-6" X 7'-0" FLUSH SWING 4 1/2" 1 PASSAGE/ PRIVACY 2 1/8" - 19 NORTH BEDROOM 2'-8" X 7'-0" FLUSH SWING 4 1/2" 1 PASSAGE 2 1/8" - 20 N BR CLOSET 2 2'-0" X 7'-0" FLUSH PAIR SWING 4 1/2" 1 DUMMY SET 2 1/8" - TOP BALL CATCH es 18 1 ►ee pal aiello, p.s. chitecture + desi n 9 7818 REGISTERED ARCHITECT PAUL AIELLO STATE OF WASHINGTON w V IZ w 0 Vi w Z CD 0. CV CD Q a a 0 0 V W 03.24.2020 (Intake) 06.05.2020 (correction 1) : TYPICAL WALL/ ROOF/ : FLOOR ASSEMBLIES : WNDO SCHEDULE : INT. DOOR SCHEDULE : ENERGY NOTES GENERAL NOTES: A. ALL TEMPORARY SHORING, EXCAVATIONS STABILITY AND CONSTRUCTION MEANS AND METHODS SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. B. SCALING OF DRAWINGS SHOULD BE USED FOR REFERENCE PURPOSES ONLY. VERIFY WITH ARCHITECT. C. SEE S2.0 FOR FOUNDATION AND STRUCTURAL PLAN NOTES: 1. GUARDS: TOP OF GUARD AT 36" ABOVE WALKING SURFACE WITH MAXIMUM OPENING OF 4". 2. HANDRAIL: 1 1/2" DIA HANDRAIL MOUNTED AT 34" ABOVE THE LINE OF THE NOSING. RETURN END TO WALL OR NEWEL 3. STAIRS: MAX RISE 7 3/4", MIN. TREAD 10". 6'8" MIN. HEAD ROOM. 36" MIN. WIDTH 4. ANY ENCLOSED STORAGE AREA BELOW STAIRS REQUIRES 1/2" GWB FIRE PROTECTION 5. MECHANICAL SYSTEMS REQUIRE SEPARATE PERMIT. INSURE ALL VENTILATION REQUIREMENTS MEET ALL CURRENT CODES. SEE ENERGY CODE NOTES A4.2 6. SAFETY GLAZING REQUIRED - SEE WINDOW SCHEDULE 7. EGRESS (EMERGENCY ESCAPE AND RESCUE OPENINGS) WINDOW REQUIRED -SEE WINDOW SCHEDULE. NOTE: SEE IRC SECTION 310 FOR COMPLETE DESCRIPTION. MINIMUM OPENING AREA 5.7 SF, SILL 44" MAX. ABOVE FINISHED FLOOR. 8. ACCESS PANEL (22" X 30" MIN.) REQUIRED TO ALL ENCLOSED SPACES WITH 30" HEAD ROOM. INSULATED/ GASKETED IF IN INSULATED ASSEMBLY. 9. VENT HOT WATER TANK RELIEV FALVE DIRECTLY TO THE OUTSIDE, PROVIDE SEISMIC STRAPS WITHIN UPPER 1/3 AND LOWER 1/3 OF HOT WATER TANK, PROVIDE EXPANSION TANK. 10. SOURCES OF IGNITION FOR GAS HOT WATER TANK AND FURNACE TO BE LOCATED 18"A.F.F. MIN., OR LABLED FVIR. 11. INSTALL DIRECT -VENT MANUFACTURED GAS FIREPLACE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND ALL APPLICABLE CODES. 12. DRYER TO VENT DIRECTLY TO THE OUTSIDE WITH A MAXIMUM VENT LENGTH OF 25' AND A MAXIMUM OF (2) 90° ELBOWS. 13. PROVIDE PRESSURE REDUCING VALVE AND MAIN WATER SHUT-OFF ON WATER SUPPLY LINE. COORDINATE WITH CIVIL ENGINEER AND �FIRESPRIIVKLER SYS M. 14. KITCHEN HOOD PROPSED 300 CFM. IF HOOD CFM EXCEES 400 CFM, THEN MAKE-UP AIR WILL BE REQUIRED 15. DRYER VENTAND LAUNDRY FAN COMBINATION NOT TO EXCEED MANUFACTURER'S SPECIFICATIONS OR MAKE-UP AIR WILL BE REQUIRED. PLAN KEY NEW EXT WALL: 2X6 DF #2 STUDS @ 16" O.C. W/ R-21 INSUL. NEW INT. WALL: 2X6 DF #2 STUDS @ 16" O.C. NEW INT. WALL: 2X4 DF #2 STUDS @ 16" O.C. •--------------• ITEM BELOW — — — — ITEM ABOVE O WINDOWS & EXTERIOR DOORS - SEE SCHEDULE A1.1 O INTERIOR DOORS & HARDWARE SEE SCHEDULE,A1.1 SMOKE DETECTOR & CARBON SDI MONOXIDE DETECTOR -HARDWIRED FAN W/ CFM AS NOTED - FOLLOW ALL CURRENT MECHANICAL CODES - SWITCHED W/ TIMERS #7. PLAN NOTE - SEE LIST WALL, ROOF OR FLOOR TYPE SEE SHEET A 1.1 I ST FLOOR PLAN 1 /411 = 1 I-011 1 2 3 4 4 5 6 7 64' 2" 7'-8" 15'-0" 11 '-8" 31-4" 2'-6" 24'-0" ,,---EAVE ABOVE TYP. 8 FEET 0 or pauI aiello, p.s. j architecture + design w U z w 0 w m z O a Sao Co Z Q U w Z pR, o lz U �- W PERMIT SUBMITTAL 3/27/2020 INTAKE GENERAL NOTES: A. ALL TEMPORARY SHORING, EXCAVATIONS STABILITY AND CONSTRUCTION MEANS AND METHODS SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. B. SCALING OF DRAWINGS SHOULD BE USED FOR REFERENCE PURPOSES ONLY. VERIFY WITH ARCHITECT. C. SEE S2.0 FOR FOUNDATION AND STRUCTURAL PLAN NOTES: 1. GUARDS: TOP OF GUARD AT 36" ABOVE WALKING SURFACE WITH MAXIMUM OPENING OF 4". 2. HANDRAIL: 1 1/2" DIA HANDRAIL MOUNTED AT 34" ABOVE THE LINE OF THE NOSING. RETURN END TO WALL OR NEWEL 3. STAIRS: MAX RISE 7 3/4", MIN. TREAD 10". 6'8" MIN. HEAD ROOM. 36" MIN. WIDTH 4. ANY ENCLOSED STORAGE AREA BELOW STAIRS REQUIRES 1/2" GWB FIRE PROTECTION 5. MECHANICAL SYSTEMS REQUIRE SEPARATE PERMIT. INSURE ALL VENTILATION REQUIREMENTS MEET ALL CURRENT CODES. SEE ENERGY CODE NOTES A4.2 6. SAFETY GLAZING REQUIRED -SEE WINDOW SCHEDULE 7. EGRESS (EMERGENCY ESCAPE AND RESCUE OPENINGS) WINDOW REQUIRED -SEE WINDOW SCHEDULE. NOTE: SEE IRC SECTION 310 FOR COMPLETE DESCRIPTION. MINIMUM OPENING AREA 5.7 SF, SILL 44" MAX. ABOVE FINISHED FLOOR. 8. ACCESS PANEL (22" X 30" MIN.) REQUIRED TO ALL ENCLOSED SPACES WITH 30" HEAD ROOM. INSULATED/ GASKETED IF IN INSULATED ASSEMBLY. 9. VENT HOT WATER TANK RELIEV FALVE DIRECTLY TO THE OUTSIDE, PROVIDE SEISMIC STRAPS WITHIN UPPER 1/3 AND LOWER 1/3 OF HOT WATER TANK, PROVIDE EXPANSION TANK. 10. SOURCES OF IGNITION FOR GAS HOT WATER TANK AND FURNACE TO BE LOCATED 18"A.F.F. MIN., OR LABLED FVIR. 11. INSTALL DIRECT -VENT MANUFACTURED GAS FIREPLACE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND ALL APPLICABLE CODES. 12. DRYER TO VENT DIRECTLY TO THE OUTSIDE WITH A MAXIMUM VENT LENGTH OF 25' AND A MAXIMUM OF (2) 90° ELBOWS. 13. PROVIDE PRESSURE REDUCING VALVE AND MAIN WATER SHUT-OFF ON WATER SUPPLY LINE. COORDINATE WITH CIVIL ENGINEER AND FIRE SPRINKLER SYSTEM. PLAN KEY NEW EXT WALL: 2X6 DF #2 STUDS @ 16" O.C. W/ R-21 INSUL. NEW INT. WALL: 2X6 DF #2 STUDS @ 16" O.C. NEW INT. WALL: 2X4 DF #2 STUDS @ 16" O.C. •--------------• ITEM BELOW — — — — ITEM ABOVE O WINDOWS & EXTERIOR DOORS - SEE SCHEDULE A1.1 O INTERIOR DOORS & HARDWARE SEE SCHEDULE,A1.1 SMOKE DETECTOR & CARBON SDI MONOXIDE DETECTOR -HARDWIRED FAN W/ CFM AS NOTED - FOLLOW ALL CURRENT MECHANICAL CODES - SWITCHED W/ TIMERS #7. PLAN NOTE - SEE LIST WALL, ROOF OR FLOOR TYPE SEE SHEET A 1.1 0 Wo A ❑m w 1 /4" = 1 `-V" 1 2 3 4 4 5 6 7 64' 2" 7'-8" 15'-0" 11 '-8" 31-4" 2'-6" 24'-0" 11 paul aiello, p.s. architecture + design 7818 REGISTERED C -tARCFITECT AIELLO WASHINGTON w U z w 0 w m z O a Sao Co Z Q U w m .. Z pR, o lz U �- W A Z PERMIT SUBMITTAL 0 We 4.2 w 1 /4" = 1 `-V" B 4.2 4.2 P % % paul aiello, p.s. 0 j architecture design 7818 FARCFJITECT STERED ' PAUL AIELLO STATE OF WASHINGTON w V z w Y! w It z 0 ada o Qom zQ V W N .. z 0 R. 0 a � G V �. W PERMIT SUBMITTAL 247.2' 2nd Floor 238.8' 1 st Floor WEST ELEVATION 11411 = 1'-0" F1 IL SOUTH ELEVATION 114" = 1 `-O" P % % paul aiello, p.s. j architecture +design 7818 REGISTERED C -tARCFITECT AIELLOWASHINGTON w V z w 0 w m z O a Sao z Q � Q U w m .. z 0 0 a � o U �- W U) z o° OEM a w> 1=0 w x J W W PERMIT SUBMITTAL A B C D E 15'-0" 15'-0" 15'-0" 15'-0" EAST ELEVATION 1 /4" = 1 1-V' 17 24'-0" NORTH ELEVATION 1/4" = 1'-0" 6 5 4 2'-6" 31-4" 3 2 1 11'-8" 15'-0" 7'-8" paul aiello, p.s. j architecture +design 7818 REGISTERED C -tARCFITECT AIELLOWASHINGTON w V z W I� i� W m z O a Sao za U w m .. z 0 0 a � o U �- W U) z o° OEM a w > 1=0 w x J W W PERMIT SUBMITTAL SECTION NOTES: A. FOR WALL, FLOOR & ROOF TYPES, REFER TO SHEET A1.1 B. SCALING OF DRAWINGS SHOULD BE USED FOR REFERENCE PURPOSES ONLY. VERIFY WITH ARCHITECT. C. SEE S2.0 FOR FOUNDATION AND STRUCTURAL n W 248.2' 2nd Floor 238.8' 1 st Flc 15'-0" 15'-0" BEDROOM zz� L DEN / LIVING ROOM / BEYOND 'ILIF1 SECTION TO WEST 1/4" = 1'-O" C 15'-0" HALLWAY ..ws � I I VESTIBULE 15'-0" R1 F2 BEDROOM MASTER CLOSET F1 774 1 E O 2 4 8 FEET W _ w = J 0 O LO Q = N O J 0I J o D- N o 237.65' RAGE GRADE 2 or 01111 paul aiello, p.s. j architecture + design 7818 REGISTERED C — ' ARCHITECT PAUL AIELLO STATE OF WASHINGTON w U z W I� i� W m z O a Sao za U w z 0 0 a � o U �- W �N z z -o o� = U � W m tlf PERMIT SUBMITTAL 1 2 3 7'-8" 15'-0" 11 '-8" 4 5 6 31-4" 2'-6" 24'-0" 7 SECTION NOTES: A. FOR WALL, FLOOR & ROOF TYPES, REFER TO SHEET A1.1 B. SCALING OF DRAWINGS SHOULD BE USED FOR REFERENCE PURPOSES ONLY. VERIFY WITH ARCHITECT. C. SEE S2.0 FOR FOUNDATION AND STRUCTURAL 248.2' 2nd Floor 238.8' 1st Floor T-0" A O.H. CHIMNEY TRUSS & INSULATED ATTIC -- R1 5• 5.1 IIII IIII�I_III____I_III,\III ��i c 5.1 SECTION TO NORTH THRU LIVING ROOMS ENTRY &GARAGE A.J / 1/4" = 1'-O" 248.2' 2nd Floor LU +CD a U_ 0 00 H 238.8' 1st Floor i� \1\ 2 3 7'-8" 15'-0" CHIMNEY BEYOND F I I 5. \ \ \ \ b) J W U R1 I I =1LERNE I C R1 Cl 5 6 31-4" 2'-6" I� IN CRAWL SPACE SECTION TO NORTH THRU KITCHEN & DEN `oi* 1 1 /4" = 1 '-O" Z� ICD 5.1 24'-0" \ / DRIVEWAY h 2'-0" O.H. 237.65' GRADE O 2 4 H 2 C� W LU LD c m LU Q = N O J 60 LU J Q o C N O 237.65' WERAGlt GRADE 8 FEET O 2 4 8 FEET 0 or pauI aiello, p.s. j architecture + design 7818 REGISTERED C -tARCFITECT AIELLOWASHINGTON w U z W w M z a o Sao Z Q � 4 U w �' Z pR, o U �- W () U) z z -o Q 1=0 - U 7 W m N PERMIT SUBMITTAL ROOFING MATERIAL: ALT. 1 STANDING SEAM METAL W/ ICE AND WATER SHIELD - SEE SPEC ROOFING MATERIAL: ALT. 2 GRANULAR CAP SHEET MEMBRANE SYSTEM, SEE SPEC. DRIP FLASHING CONT.- GUTTER - ------ -_ — — r I F-1 CEDAR FASCIA, STAINED DOWNSPOUT AND STANDOFF, CONNECT TO TIGHTLINE CEDAR T & G SOFFIT, STAINED AND SEALED HARDI PANEL FRIEZE BOARD, PAINTED CEDAR TRIM @ BEAM, ALIGN WITH WINDOW HEAD TRIM WINDOWS - FLANGED ASSEMBLIES SEALED F MANUF. SPECS, SEE SCHEDULE A. ROOF DOWNSPOUT TIGHT LII APPROVED DISCHARG CIVIL PATIO PAVERS WITH UNDERDRAIN, TBD. 2" SETTING SAND COURSE OVER 3" DRAINAGE GRAVEL COURSE, TBD DRAINAGE ROCK, DRA LINE, AND FOOTING DF AT PERIMETER, SEE Cl REINF. CONCRETE STE WALLAND FOOTING/ G BEAM. SEE S2.0 STEEL PIN PILES. SEE FOUNDATION PLAN S2. C. FLOOR SILL FOUNDATION Co R-1 ROOF ASSEMBLY CLOSED CELL INSULATION TO ACHIEVE VAPOR BARRIER, NO VENTILATION REQUIRED, MANUFACTURER REQ'D TO PROVIDE CERTIFICATE. REMAINDER OF INSULATION BATTS AS NEEDED TO MEET R-49 PREMANUF. TRUSS WITH TOP CHORD BEARING. SLOPING TOP AND FLAT CEILING BOTTOM DRAPERY OR SHADE POCKET 1/2" GWB CEILING FURRING AS NEEDED 3/4 X 2 1/2" HEAD TRIM W/ 1/2" REVEAL TO CLG FLASHING PAN AND WATERPROOFING AT/ BELOW SILL, WRAP MATERIAL 6" UP EACH JAMB CONDITION F-1 FLOOR ASSEMBLY FINISHED FLOORING (WOOD OR TILE) R-30 FLOOR INSULATION FLOOR FRAMING SYSTEM SEE S2.1 CRAWLSPACE, 24" TYPICAL (18" MIN. CLEAR). VAPOR BARRIER AND GRAVEL R(1(1FIN(, NAATr:PIAI Al T 1 S, W R, G M D FI C S C AI H R r U A M Sl C S C H. - - OVER WEATHER BARRIER R-21 WALL INSULATION (HI BATTS) SCREENED FOUNDATION VENT 8" X 16" WITH GRATE WELL, SEE FOUNDATION PLAN S1.0 FOR LOCATION: DRAINAGE ROCK, DRAIN LINE, AND FOOTING DRAIN AT PERIMETER, SEE CIVIL REINF. CONCRETE STEM WALLAND FOOTING/ GRAC BEAM. SEE S2.0 STEEL PIN PILES. SEE FOUNDATION PLAN S2.0 D. FLOOR SILL FOUNDATION R-1 ROOF ASSEMBLY CLOSED CELL INSULATION TO ACHIEVE VAPOR BARRIER, NO VENTILATION REQUIRED, MANUFACTURER REQ'D TO PROVIDE CERTIFICATE. REMAINDER OF INSULATION BATTS AS NEEDED TO MEET R-49 PREMANUF. TRUSS WITH TOP CHORD BEARING. SLOPING TOP AND FLAT CEILING BOTTOM DRAPERY OR SHADE POCKET 1/2" GWB CEILING FURRING AS NEEDED 3/4 X 2 1/2" HEAD TRIM W/ 1/2" REVEAL TO CLG F-1 FLOOR ASSEMBLY FINISHED FLOORING (WOOD OR TILE) R-30 FLOOR INSULATION FLOOR FRAMING SYSTEM SEE S2.1 CRAWLSPACE, 24" TYPICAL (18" MIN. CLEAR). VAPOR BARRIER AND GRAVEL paul aiello, p.s. architecture + design 7818 REGISTERED ARCHITECT i PAUL AIELLO STATE OF WASHINGTON w V Iz w 0 Vi w Q� z I..I a c O x 00 3 q 0 C V W 03.24.2020 A. - - - - - - - - - - - -- ------------- DETAILS DRIP FLASHING CONT. GUTTER CEDAR FASCIA, STAINED ROOFING MATERIAL: ALT. 1 STANDING SEAM METAL W/ ICE AND WATER SHIELD - SEE SPEC ROOFING MATERIAL: ALT. 2 GRANULAR CAP SHEET MEMBRANE SYSTEM, SEE SPEC. DOWNSPOUT AND STANDOFF, CONNECT TO TIGHTLINE CEDAR T & G SOFFIT, STAINED AND SEALED HARDI PANEL FRIEZE BOARD, PAINTED CEDAR TRIM @ BEAM, ALIGN WITH WINDOW HEAD TRIM E. ROOF LOWER EAVE R-2 ROOF ASSEMBLY O O R-1 ROOF ASSEMBLY CLOSED CELL INSULATION TO ACHIEVE VAPOR BARRIER, NO VENTILATION REQUIRED, MANUFACTURER REQ'D TO PROVIDE CERTIFICATE. REMAINDER OF INSULATION BATTS AS NEED TO MEET R-49 SEE DTL A/ A5.1, SIM. CONDITION AND NOTES FLASHING PAN AND WATERPROOFING AT/ BELOW SILL, WRAP MATERIAL 6" UP EACH JAMB CONDITION COUNTER FLASHING ROOFING HEAD CAP FLASHING WITH FOAM CLOSURE R-1 ROOF ASSEMBLY 1. ROOF to WALL Tran! J. FLOOR to WALL Tra O G. ROOF UPPER EAVE H . ROOF to WALL Transition =LANGED SEALED PER -�S, SEE LL ASSEMBLY LL ASSEMBLY )OR ASSEMBLY ROOFING HEAD CAP FLASHING WITH FOAM CLOSURE DRIP FLASHING CEDAR FASCIA, STAINED CEDAR T & G SOFFIT, STAINED AND SEALED W-1 WALL ASSEMBLY paul aiello, p.s. architecture + design 7818 REGISTERED ARCI-1TECT PAUL AIELLO STATE OF WASHINGTON COUNTER FLASHING ROOFING HEAD CAP FLASHING WITH FOAM CLOSURE R-1 ROOF ASSEMBLY W-3 WALL ASSEMBLY W V z W 0 V1 W z I� a c �o �00 0 0 V W 03.24.2020 . - - - - - - - - - - - - - DETAILS STRUCTURAL NOTES= CODE: CODE: INTERNATIONAL BUILDING CODE 2015, ASCE/SEI 1-10 LOADS: ROOF LIVE= 20 PSF, ROOF SNOW= 25 PSF, FLOOR LIVE= 40 PSF ROOF DEAD = 15 PSF, FLOOR DEAD= 12 PSF SEIS: GROUP I, CATEGORY 'D', R= 65 (WOOD FRAME WALL SHT'G W/ STRUCTURAL PANELS) Ss = 1216 g, S 1 = 0501 g, SD$= OB52, Sol = 0501 WIND: 85 MPH, EXPOSURE 'B', K, = 1.00 FOUNDATIONS: ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF I'-6' BELOW ADJACENT EXTERIOR FINISHED GRADE. MINIMUM DESIGN EQUIVALENT FLUID PRESSURE IS 50 PCF PER REPORT FROM Associated Earth Science, Inc. (Jan. 10, 2020 Project No. 20190294E000. SEE THE REPORT FOR REQUIREMENT AND RECOMMENDATION. CAST- IN -PLACE CONCRETE: F'c=2,500 PSI a 28 DAYS. MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5' OR LESS. MAXIMUM SIZED AGGREGATE IS 1-1/2 INCHES. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1905,1906 ANDACI 301, INCLUDING TESTING PROCEDURES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONC. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM GRADE 60. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS (I'-1' MINIMUM). CORNER BARS (2'-O' BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS OTHERWISE NOTED ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH 3' CONCRETE EXPOSED TO EARTH OR WEATHER: 111/2' CONCRETE NOT EXPOSE TO EARTH OR WEATHER: MI BAR AND SMALLER 3/4' SLAB -ON -GRADE (FROM TOP SURFACE) 111/2' PROVIDE 2-05 EXTRA BARS EXTENDING 25' (MIN) BEYOND CORNERS AT TOP, BOTTOM AND EACH SIDE OF OPENING. STRUCTURAL TIMBER: ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. ALL STRUCTURAL LUMBER SHALL BE NOTED BELOW: 2x6, 2x8, 2x10, 2x6 SILL IE, bxb POST DOUGLAS-FIR / LARCH 02 LUMBER NOT NOTED HEM -FIR 02 MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH MAXIMUM NAILS -ALL HOLES SHALL BE NAILED. ALL NAILS SHALL BE COMMON WIRE NAILS. PROVIDE NAILING SHALL BE IN ACCORDANCE WITH 'I.B.C. 2015' TABLE 2304.10.1 FASTENING SCHEDULE. PLY111002 OR OSB WEB JOISTS: JOISTS ARE SHOWN ON PLANS A 'TJI' TO BE TRUS JOIST OR EQUAL. JOIST ASSEMBLY TO TESTED UNDER 'IBC 2012' TESTING PROCEDURES. COMPLETE JOIST DESIGNS BEARING THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER TO BE SUBMITTED FOR REVIEW. JOIST MANUFACTURER SHALL PROVIDE ALL SPECIALTY ITEMS FOR A NORMAL AND COMPLETE INSTALLATION OF THE JOISTS. INSTALL DOUBLE JOISTS UNDER PARTITIONS EXTENDING ONE HALF OR MORE OF JOIST SPAN. GLUED -LAMINATED TIMBER: LAMINATED TIMBER SHALL BE DOUGLAS-FIR/LARCH KILN DRIED. STRESS GRADE COMBINATION 24F-V4 (Fb=2,400 PSI, Fv=I(o5 PSI) FOR SIMPLE SPANS AND 24F-VS FOR CANTILEVERED AND CONTINUOUS BEAMS. A.I.T.C. CERTIFICATE OF CONFORMANCE REQUIRED. GLU-LAMS SHALL CONFORM TO A.I.T.C. STANDARDS 111. FABRICATOR SHALL SUBMIT DETAILS AND SPECIFICATIONS TO THE ENGINEER AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. CAMBER 2000 FT RADIUS. MacMILLAN PARALLAM (PSL): PARALLAM SHOWN ON PLAN TO BE TRUS JOIST MacMILLAN'S PARALLAM 22E OR APPROVAED EQUAL. OTHER THAN MacMILLAN'S PARALLAM 22E SHALL HAVE ICBO APPROVALS SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW. Fb=2,900 psi., Fv = 290 psi, Fc= 650 psi, E= 2,200000 psi. ROOF 4 FLOOR SHEATHING: ROOF SHEATHING SHALL BE 1/2' A.P.A. RATED SHEATHING. SPAN RATING 32/Ib, INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL AT PANEL EDGES WITH 10d COMMON (z0.148'0x2''/2') a 6' O.C. AND 12' O.C. AT INTERMEDIATE SUPPORTS. FLOOR SHEATHING SHALL BE 3/4' T4G SPAN RATING 40/20 WITH 10d COMMON * 6' O.C. (EDGE) AND 10' O.C. (INTERM). USE "10 SCREWS (21/2' LONG) IN LIEU OF 10d COMMON NAILS AT FLOOR CONTRACTOR'S OPTION. INSTALL PLYWOOD CLIP AT 48 INCHES ON CENTER BLOCKING IS REQ'D ALL PANEL EDGES. WALL SHEATHING: SHEATHING SHALL BE 1/2' A.P.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d COMMON NAILS AT 6 INCHES ON CENTER AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORT UNLESS NOTED OTHERWISE ON THE SHEAR WALL SCHEDULE. BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE W-2x6 DF 02 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4 FEET OR LESS AND TWO CRIPPLES 4 ONE STUD FOR OPENINGS MORE THAN 9 FEET WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS MINIMUM. PROVIDE MAXIMUM STUD UNDER WOOD BEAM. SPIKE LAMINATED COLUMNS TOGATHER WITH Ibd NAILS AT 12 INCHES ON CENTER PROVIDE TWO LAYERS OF ASPALT IMPREGNATED BUILDING PAPER AT CONTACT SURFACE BETWEEN WOOD 4 CONCRETE WALL SHALL HAVE SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE. END NAIL TOP PLATES 4 BOTTOM PLATES TO EACH STUD WITH W-16d NAIILS. FACE NAIL DOUBLE TOP PLATES WITH (2)-16d NAILS AT EACH SPLICE, CORNER INTERSECTION, STAGGER SPLICES A MINIMUM OF 48 INCHES. FACE NAIL BOTTOM PLATE TO (2)-16d NAILS. ANCHOR BOLTS: ANCHOR BOLTS TO BE A-301 OR BETTER ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8'0 WITH 1 INCHES OF EMBEDMENT AND SPACED NOT MORE THAN 4' APART. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIER WITH BOLT LOCATED NOT MOIL THAN 12 INCHES OR NOT LESS THAN 4 INCHES FROM EACH END OF EACH PIER A PROPERLY SIZED NUT WITH 3'x3'xli4' PLATE WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT TO THE P.T. 2x6 SILL PLATE. ROOF TRUSS: TRUSSES TO BE DESIGNED AND STAMPED BY REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF WASHINGTON. ROOF TRUSS DESIGN SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. TRUSSES SHALL BE REVIEWED BY THE BUILDING DEPARTMENT IF REQUIRED. NON -BEARING WALLS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER TO INSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. APPROVED HANGER SHALL BE USED AT ALL CONNECTIONS OR RAFTER, JACK AND HIP TRUSSES TO THE MAIN GIRDER TRUSS. ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAME WORK AND SUPPORTING WALLS SO AS TO POW AN INTEGRAL PART OF WHOLE BUILDING. TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD IS PLACED UPON THE TRUSS. DIAGONAL AND BRACING SHALL BE USED TO BRACE ALL TRUSSES. TEMPORARY SHORING AND BRACING OF TRUSSES DURING ERCTION IS THE RESPONSIBILITY OF THE CONTRACTOR TRUSSES SHALL BE DESIGNED FOR A BOTTOM CHORD LIVE OF 10 PSF AND DEAD LOAD OF 1 PSF. TOP AND BOTTOM CHORD LIVE LOAD DO NOT NEED TO BE DESIGNED FOR SIMULTANEOUSLY. STRUCTURAL STEEL: ANGLE, PLATES TO BE ASTM A36, Fy = 36 KSI. WELD TO BE 3/16' MINIMUM CONTINUOUS FILLET, BY CERTIFIED WELDERS USING E10XX ELECTRODES. ALL WELDS SHALL CONFORM TO THE LATEST EDITION OF AWS DI.I. ALL STEELS EXPOSED TO WEATHER SHALL BE HOT DIP GALVANIZED. ALL STEEL NOT EXPOSED TO WEATHER SHALL BE SHOP PRIMED. SPECIAL CONDITIONS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER THE CONTRACTOR SHALL PROVIDED ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND STIFFENING HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY SIZE AND ALL LOCATIONS OF ALL OPENINGS IN THE FLOOR, ROOF, AND WALLS WITH ALL THE APPROPRIATE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. SPECIAL INSPECTIONS: PROVIDE SPECIAL INSPECTIONS IN ACCORDANCE WITH 'IBC 2015' FOR FOLLOWING: REINFORCING, ANCHOR BOLT PLACEMENT 4 CONCRETE PLACEMENT EXPANSION BOLTS 4 INSERTS EPDXY ROUTED RODS 4 REBAR PERIODIC 4 PRIOR TO ALL CONCRETE POUR PERIODIC INCLUDING TORQUE TESTS PERIODIC INCLUDING INSPECTION OF HOLE CLEANLINESS 4 EMBEDMENT DEPTH PRIOR TO ALL INSTALLATION TYPICAL EXTERIOR WALL CONSTRUCTION: (UNLESS OTHERWISE NOTED: SEE SHEAR WALL SCHEDULE) I. SHEATHING: 15/32' APA RATED SHEATHING, EXTERIOR GLUE, EXTERIOR SIDE OF WALL, ALL PANEL EDGES BLOCKED, NAILING: Sd COMMON NAIL ® 6' O.G.: EDGES AND BOUNDARIES Sd COMMON NAIL 9 12' O.C.: FIELD. 2. WALL PANELS ARE APPLIED WITH LONG DIMENSION ACROSS STUDS. 3. BOLTS AT 2x6 SILL PLATE TO CONCRETE WITH 5l/s'O A. BOLTS 9 48' O.C. (1' EMBED) A. BOLTS TO BE PLACED 4' TO 12' FROM END OF EACH PLATE. ALL A. BOLTS SHALL BE SECURED WITH 3'x3'x�/4' PLATE WASHER (SEE 10(o/53.1) 4. ALT. ATTACHMENT. 2x6 SILL PLATE W/ 'MASA' OR 'MASAP' 6 48' O.0 (SEE 101,102 4 103/53.1) 5. NAIL BOTTOM PLATE TO FRAMING BELOW WITH Ibd COMMON NAIL a 6' O.C. 6. FASTEN DOUBLE PLATE TO JOIST OR BLOCKING ABOVE WITH Ibd COMMON TOE NAIL a 6' O.C. 1. Sd COMMON: 0.131*21i2', 10d COMMON: 0.148*21i2' OR 0.148*31i4' (SEE SHEAR WALL SCHEDULE), Ibd COMMON: 0.16IW31i2' SHEAR WALL SCHEDULE (12) (13) MARK APA RATED SHEATHING (1) (3) (10) NAIL SIZE 4 SPACING AT ALL PANEL EDGES (3) (4) STUD 4 BLOCKING SIZE AT ADJOINING PANEL EDGES (2) (5) RIM JOIST OR BLK'G CONN. TO TOP PLATE (6) (1) 2x PLATE ATTACHMENT SILL PLATE ATTACHMENT SHEAR CAPACITY PLF NAILING TO WOOD BELOW A.B. TO CONC. BELOW SILL PLATE AT FDN. (8) (11) (14) (9) SEIS WIND W6 15/32' ONE SIDE 0.1484 x 211/2' a 6' O.C. 2x6 CLIP a IVO.C. 0.1484 x 31/4' ® 6' O.C. 5/0 A.B. a 48' O.C. 2x6 310 436 W4 15/32' ONE SIDE 0.148-0 x 21i2' a 4' O.C. 2x6 CLIP a IVO.C. N/A 'MASA' 0 48' O.C. 2x6 460 645 NOTES: I. PANELS ARE APPLIED WITH LONG DIMENSION ACROSS STUDS. 2. BLOCKING IS REQUIRED AT ALL PANEL EDGES. 3. PROVIDE SHEAR WALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNED BY EXTERIOR OF THE BUILDING, CORRIDORS, WINDOWS, OR DOORWAYS OR AS DESIGNATED ON PLANS. SEE PLANS FOR HOLD-DOWN REQUIREMENTS. 4. SHEATHING EDGE NAILING REQUIRED AT ALL HOLDOWN POST. EDGE NAILING MAY ALSO BE REQUIRED TO EACH STUD USED IN BUILT-UP HOLDOWN POST. REFER TO THE HOLDOWN DETAILS FOR ADDITIONAL INFORMATION. 5. INTERMEDIATE FRAMING TO BE WITH 2x6 MINIMUM MEMBERS. FIELD NAILING 12' O.C. 6. BASED ON 0.131'hx111/2' LONG NAILS USED TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. USE 0.13141i2' NAILS WHERE INSTALLED OVER SHEATHING. 1. FRAMING CLIPS: A35 OR LTP4 OR APPROVED EQUIVALENT. 8. ANCHOR BOLTS SHALL BE PROVIDED WITH STEEL PLATE WASHER 1i4'x3'x3'. EMBED ANCHOR BOLTS 1' MINIMUM INTO THE CONCRETE. 9. PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. PROVIDE NOT -DIPPED GALVANIZED (ELECTRO-PLATING IS NOT ACCEPTABLE) NAILS AND CONNECTOR PLATES (FRAMING ANGLES, ETSJ FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS. 10.1/16' APA RATED SHEATHING (055) MAY BE USED IN PLACE OF 15/32' SHEATHING PROVIDED THAT ALL STUDS ARE SPACED AT IV O.C. 11. CONTACT THE ENGINEER OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVES TO CAST -IN -PLACE ANCHOR BOLTS. (SPECIAL INSPECTION WILL BE REQUIRED) 12. SHEAR WALL SCHEDULE BASED ON '2015 IBC' FOR DOUG-FIR LARCH FRAMING. 13. ALL SHEAR WALL TYPES MAY NOT BE USED ON PROJECT. COORDINATE WITH FRAMING PLANS. 14. USE SIMPSON 4/0 TITEN HD WITH STEEL PLATE WASHERS 1i4'x3'x3' EMBED 311/2' MINIMUM AT EXISTING CONC. STEM WALL. INSTEAD OF 5%'0 ANCHOR BOLTS. REV1510N& NO. DATE DESCRIPTIONS 0 0 0 0 0 D. S. Engineering Consulting Structural Engineers 3121 147th Place SE Mill Creek, WA 98012 T: 425-338-4776 03/20/2020 G IL S '00 OF WASt ,�Orfi 28398 AL �ssI0 A L Iz II-�--Il � C-IIJJ II-�--IlII � III H U LJJ O DATE: March 20, 2020 5GALE: 5€€ PLAN JOE3 NO.: 20-010 DRAWN: ID. 5. GNECK: ID. 5. 5�4EET TITLE GENEfRAL I ACT 5 SHEET ■ CJ I O O O cM 0 LO GA, .fin O O co O O N IL 9 / S3.0, NOTE 4, AG PIN PILES AND NSPECTION VIENTS .JNDATION PLAN KEY 10.000 3'-6" BATTER PILE EXAMPLE 6" CONC. STEM WALL SEE S3.0 12" X 16" CONC. GRADE BEAM, SEE S3.0 0 4" DIA PILE 4" DIA PILE BATTERED AT 100 DIRECTION INDICATED OR EMBEDDED HOLD DOWNS, SHEAR WALL AND 1ST FLOOR FRAMING I N DAT I O N PLAN 4 8 16 a u I aieIIo, .s. j achitecture + deign 7818 FARC17,1TECT PAULAIELLO , STATE OF WASHINGTON w U z w Q I..I V1 w a z a C Q CD r 03.24.2020 Al: 06.05.2020 (correction 1) FOUNDATION PLAN PIN PILES CJ O Im 0 Lo I ►7 I I O-Al 011 O O Co LATERAL DESIGN KEY .,,,,,,,,,, SHEAR WALL TYPICAL W6,(U.N.0), SEE S1.0. SHOWN FROM 1 ST FLR TO 2ND FLOOR / LOW ROOF. MIN. LENGTHS INDICATED. VERIFY DIMENSIONS IN FIELD. OTHERWISE, TYPICAL EXTERIOR WALLS TO HAVE PLYWOOD SHEETING PER S1.0 HOLD DOWN LOCATIONS 1 ST FLR TO y FOUNDATION SHOWN FOR REFERENCE. COORDINATE W/ FOUNDATION. VERIFY IN FIELD 1 ST FLOOR FRAMING PLAN 0 2 4 8 16 l/l/o/m, p a u I aieIIo, .s. j architecture + deign 7818 REGISTERED ARCfITECT PAULAIELLO , STATE OF WASHINGTON w w Q V1 w a a � O a CD r Vow 03.24.2020 A------------ l: -------------- ------------ ------------- ------------ 1ST FLOOR FRAMING PLAN CJ O Im 0 LO I ►7 I I L.` it l 011 O O co LATERAL DESIGN KEY .,,,,,,,,,, SHEAR WALL TYPICAL W6,(U.N.0), SEE S1.0. SHOWN FROM 1 ST FLR TO 2ND FLOOR / LOW ROOF. MIN. LENGTHS INDICATED. VERIFY DIMENSIONS IN FIELD. OTHERWISE, TYPICAL EXTERIOR WALLS TO HAVE PLYWOOD SHEETING PER S1.0 HOLD DOWN LOCATIONS 1 ST FLR TO y FOUNDATION SHOWN FOR REFERENCE. COORDINATE W/ FOUNDATION. VERIFY IN FIELD 2ND FLOOR &LOW ROOF FRAMING PLAN 0 2 4 8 16 a u I aieIIo, .s. j achitecture + deign 7818 REGISTERED ARCfITECT PAULAIELLO , STATE OF WASHINGTON w w Q V1 w a a � O a CD r Vow 03.24.2020 (Intake) Al: 06.05.2020 (correction 1) 2nd FLOOR FRAMING LOW ROOF FRAMING GY- J rn ........................� ..r.. �....i.....D D .... m p O c n X y 00 r a z 151-01' M 0 on CROUCH / MAUPIN RESIDENCE 1141 Viewland Way Edmonds, WA 98020 301-011 30'-0" 15'-0" v co co m� OD „r D y M c/) m C? — ?r � r 0O mm 0 �0 'a DJ (D O in STOP RE INF. 1' EA. SIDE OF JOINT N I' KEY 4' SLAB ON GRADE CONT. W/ 6x6-W23xW2.9 W.W.F. OR *3 a 18' O.G. EA. WAY MESH RE INF. OR 03 BAR (SEE PLAN) CO 6TRUCTION JOINT 01 N.T.S. NOTE: SLAB JOINTS TO BE LOCATED BY THE CONTRACTOR W/ APPROVAL OF THE ARCHITECT. JOINTS TO BE LAID OUT IN A RECTANGULAR PATTERN NOT MORE THAN 20 FEET IN ANY DIRECTION W/ A MAXIMUM ENCLOSED AREA OF 400 SQ. FEET. 4' SLAB ON GRADE ~' ixs' JOINT W/ (ox6-W2.9xW2.9 W11F. FILL W/ MASTIC OR *3 a IS' O.C. EA. WAY e 57 --X---- X--- —----X__— — -- - -)pon or 00 p0 00 0 0poo ---)oq 10 000 000 CONTROL JOINT 02 N.T.S. KING STUD: (2) ROWS OF 16d 3' OC 2 k (TOTAL 12 EA. SIDE) STUD MIN 8' REQ'D FOR NEXT TOP OR BOTTOM R SPLICE 5FL ICE O5 N.T.S. STUDS OPENING ONE UP TO 5' UP TO S' 4 TWO GARAGE DOOR 16d a 12' O.G. - BETWEEN STUD (TYP) — STUD (4)-16d TO HEADER (TYP) (2)-16d TOE NAIL e EA. END (TYP) -HEADER (SEE PLAN) USE (1)-CRIPPLE (TYP) BEAM PERP. TO WALL: 4x : (2) CRIPPLES MIN. UNDER BEAM 6x : (3) CRIPPLES MIN. UNDER BEAM m$ HEADER 11-011 11, (MIN) (SEE 1ARCH) — °d d ° d ' d ° *4 NOSING 46 11=1I 1111 4' SLAB ON GRADE �° ° ° W/ 6x6-W23xW2.9 W.W.F. d OR *3 a 18' O.C. EA. WAY 4 ° d GONG. SLAB OR (95% COMPACTION (V ° ° FINISH GRADE REQ'D UNDER) *4 e 16' O.C. ° a *4 a EA. RISER ti .� d° (0-*4 --\ II I II I IIIE,I I I=I 1I -1 � �CONC. 57,41R w � N.T.S. DOUBLE STUDS e 'MST37' W/ EDGE NAIL 4 3/4' PLYWD. SHT'G m DOUBLE STUDS — e 'ST6224' W/ EDGE NAIL SIMPSON 3/4' PLYWD. SHT'G RIM BOARD ' STRAP (SEE PLAN) RIM BOARD JOIST (SEE PLAN \ FOR DIRECTION) , A 4 / \ CU WOOD BEAM (BENT LU STRAP a BEAM) ___ ° d DOUBLE STUDS ° d e STRAP W/ d ° EDGE NAIL 1/2' PLYWD. SHT'G a 13 �t q4A 1 ° � I I rn J I Ir 6' PILE I.D. 2' TO (o' (2)-*5 TOP 4 BOTTOM W/ (6)-*3T (4' O.C.) FROM 4'0 PIN PILE E 10"O.C. IN BETWEEN (SEE 04/53.0) (2)-Sx2'-6' (3' GA.) 11/2' ABOVE FROM fE 5/s'x6'x6' (TYP) 6 2 EA. SIDE (MIN) 4'0 PIN PILES: GALVANIZED SCHOULE-40, ASTM A-53 GRADE 'A' PIPE W/ R 51s'x6'x6' AT TOP NEW STEEL PIPE SECTION 00 11/4" TO 2' WIDE X- STRONG RING O 1/4 FILET WELDED TO PIPE SLEEVE DRIVEN STEEL PIPE SECTION BEVELED END TO AID INSERTION COMPRESSION FITTED SLEEVE COUPLER 30" MIN. LAP (TYP) ALT. BENDS ° d ° ■■. .mm.■m■.. w.... ° d a ° ° d *4 a 14' O.C. ° d ° EACH WAY • EL�W BAR SAME SIZE < SPACING AS HORIZ. BAR d a PLAN ° CONC. WALL 11/2' PLYWD. SHT'G DOUBLE STUDS - e 'DTTIZ' W/ EDGE NAIL — SIMPSON 'ST6224' STRAP (SEE PLAN) 'DTTIZ' 11/2' PLYWD. SHT'G .' 3/4' PLYWD. SHT'G TJI (SEE PLAN) STEEL PIPE PILE (PIN PILE) NOTES: I. SEE ARCHITECT DRAWINGS FOR DIMENSION. 2. FINAL 44 STEEL PILES AND GRADE BEAMS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO CONSTRUCT BY G.C. • : INDICATES 44 PIN PILE INDICATES BATTERED(I14:6V) 44 PIN PILE AND DIRECTION. 3.4't STEEL PILES (SCHEDULE 40) SHALL BE HOT DIP GALVANIZED AND TESTED IN ACCORDANCE WITH ASTM STANDARD D 1143-81 AND AT LEAST 3% PIN PILES SHOULD BE LOAD TESTED. 4. GEOTECHNICAL SPECIAL INSPECTOR SHALL BE CONTINUOUSLY PRESENT DURING THE PIN PILE INSTALLATION. 5.44 PIN PILES SHALL BE DRIVEN TO REFUSAL WITH A MINIMUM 650 lb. HYDRAULIC HAMMER THE DRIVING CRITERIA WILL BE DETERMINED BASED ON THE ACTUAL HAMMER SIZE SELECTED BY THE CONTRACTOR THE TYPICAL HAMMER WEIGHTS VS. MINIMUM PILE PENETRATION RATES AT REFUSAL ARE SHOWN BELOW. 650-lbs HAMMER (20 SECONDS PER I INCH OF PILE PENETRATION) 6. PIN PILES SHALL BE DRIVEN IN NOMINAL SECTIONS AND CONNECTED WITH COMPRESSION FITTED SLEEVE COUPLERS (WELDING OF PIPE JOINTS IS NOT RECOMMENDED). 1. SEE THE RECOMMENDATION FROM GOETECHNICAL REPORT FROM Associated Earth Sciences, Inc. REPORT NO.20190294E001 (January 10, 2020) C,RADE BEAM a PILE N.T.S. 6x6 POST W/ 'PB66' 36" MIN. LAP (TYP) t OF 44 PIN PILE I, 4' 4' 4' 4' 4' 4' !001NMI 0I t OF 4'0 PIN PILE 10"L �'F �'F11 °F �'F �'F 4 11 d ° ° ■ ° d - w ° ° X w d V ° d ° d d (4)-05 W/ (6)-*3T e 4' O.C. ABOVE 44 PIN PILE d d 11 d ° 10' O.C. IN BETWEEN d ° d d ELBOW BAR: MATCH W/ (4)-05 d d REBAR *BEAM (SEE 9/5I.1) 12'X16' GRADE BEAM I to _R w d N (l ° ° LL v d ° (4)-05 W/ (6)-*3T 4' O.G. ABOVE 44 PIN PILE 4 d ° ° d ° 10' O.C. IN BETWEEN d d d a FLAN AN ° d dELBOW BAR: ° d a 3'-0- d Cn CORNER REIM=. U N..s 12 "xl6" GRADE BEAM 'HDU2' OR 'HDU5' (2)-2x6 DF*2 HOLD-DOWN (2)-2x(o 1) 'HDU2' W/ EDGE NAIL (SEE PLAN) W/ EDGE NAIL I, HOLD-DOWN (SEE PLAN) u d d 8 ° SEE TABLE d d ° d ° ° a FOR ANCHOR ° d d d e n °s d 6' GONG. WALL 6' GONG. WALL (SEE PLAN) (SEE PLAN) HOLD-DOWN 5CHEDULE MARK HOLD-DOWN HOLD-DOWN CHORD HOLD-DOWN CHORD FASTENER ANCHOR DIA. ANCHOR EMBED. (Le) ALLOWABLE TENSION LOAD HDU2 HDU2-SDS25 (2)-2x6 ((0)-SDS 1i4'x2i2' SST516 12 2550 LB. HDU5 HDU5-SDS25 (2)-2x6 (14)-SDS 1i4'x2i2' 654%44 IS' 5645 LB. NOTE: HOLD-DOWN TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR ENGINEER APPROVED EQUAL. REFER TO THE LATEST EDITION OF MFR. CATALOG FOR ADDITIONL REQUIREMENTS. 0� I-EOLp DOWN I" I'-m" 6x6 POST W/ 'CPT66Z' (SITS ON TOP OF 6' GONG. WALL) d ° id ° d 2x(o SILL 1E d--- - ° 10'AV PLITH W/ ° ' �r (4)-*4 VERT. ° ° ° d ° ((0 INTO GRADE BEAM) W/ *3 TIES * 4: O.C. a' ° ° d ° - d ° ° 12'xl6' GRADE BEAM 6' CONC. WALL . ° • (SEE PLAN) -4T rF I CAL. 4' SLAB ON GRADE W/ 6x6-W23xW23 W.W.F. OR *3 a 18' O.G. EA. WAY 4'4, (SCHEDULE 40) PIN PILE (SEE PLAN) (0 x(o F 06 T 10 SCALE: 1"=1'-0" (2)-2x6 DF*2 - W/ EDGE NAIL 2x6 e - 16' O.G. 'HDU2' HOLD-DOWN (SEE PLAN) 2x6 (4' O.C.) 'CNWSis' 12'xl6' GRADE BEAM (SEE PLAN) SEE TABLE FOR ANCHOR 6x6 POST W/ 'PB66' 4' SLAB ON GRADE W/ 6x6-W2.94J23 W.W.F. OR *3 a 18' O.G. EA. WAY ° id° ° d d ° d ° (2)-Sx1'-4' (3' GA.) d ° d 11/2' ABOVE FROM ° M 5is'x6'x6' (TYP) d d _ (k 20'x2O'xl6' PILE CAP `Y' U W/ (4)-05 EA. WAY I I (TOP E BOTTOM) I I 44 (SCHEDULE 40) PIN PILE (SEE PLAN) REVISIONS: NO. PATE DE5CRIPTION5 01 7/21/2020 DSD Correction 0 0 D. S. Engineering Consulting Structural Engineers 3121 147th Place SE Mill Creek, WA 98012 T: 425-338-4776 03/20/2020 S$ ILWA 28398 cRAL B��l NAL I I � JJ rI�I^I�7al�ll I II � 4 U W 0 DATE: March 20, 2020 SCALE: 5EE PLAN JOB NO.: 20-010 DRAWN: 5NEET TITLE T%*T"'F I CAL DTAIL=5 1$ 5E CT I ON5 5HEET ■ loci Is 6' O.G. PLYWD. SHT'G 2x6 SILL fE W/ 'MASA' 8 46' O.C. 'LSTAI2' ,9 48' O.C. EDGE NAIL (BETWEEN SILL lE E TJI) FINISH GRADE d (2)-Sd OR SLAB ON ; (2)_"4, ° PER JOIST GRADE tv GARAGE ° d ° : 6' GONG. WALL W/ "4 o 14' O.G. EA. WAY (VERT BAR 6 It OF WALL) ° 2x4 9 16' O.G. PROPER WATER d . 2x4 SILL lE PROOFING BY G.C. W/ 'PHNW-12' Q 16' O.C. d d Il�i�ll�—III � III ` 12'xl6' GRADE BEAM W/ 4'-P PIN PILE ° g (SEE 53.0) 6ECTION 101 SCALE: 1" = 1'-0" PLYWD. SHT'G -I EDGE NAIL d (2)-M4 —III—III— d loci a 6' O.C. 2x6 SILL fE W/ 'MASA' a 48' O.C. - 'LSTAI2' a 48' O.C. (BETWEEN SILL fE 4 TJI BLK'G) (2)-8d III PER BLK'G� (2)-10d TOE \ III NAIL (TYP) ° L TJI BLK'G 6' CONC. WALL W/ 48' O.C. 04 e 14' O.G. EA. WAY 0 (VERT BAR 9 � OF WALL) , 2x4 ,9 24' O.G. PROPER WATER d ° PROOFING BY G.G. 2x4 SILL E ° ° W/ 'PHNW-12' � 16' O.C. °III-11 ° d ° 12'x16' GRADE BEAM W/ 44 PIN PILE (SEE 53.0) 6ECTION 102 SCALE: 1" = 1'-0"- lod m 6' O.C. 2x6 g 24' O.G. 2x6 6 IV O.G. (2)-10ci TO EA. loci 9 foO.G. PLYWD. SHT'G STUD d loci � TRUSS 6' O.C. IN BTWN. (GARAGE) (I)-10d TO EA. STUD PLYWD. SHT'G 10d a (o' O.G. >- EDGE NAIL EDGE 'A35' 16' O.C. NAIL RIM BOARD 111/9 TJI 110 a W/ (2)-10d TO g 16' O.C. P.T. 2x6 SILL fE EACH TJI 'A35' W/ 'U210' ° j d W/ 5/9'0 A. BOLT I6' O.C. l2)-"4 _ (7' EMBED) 4 EDGE NAIL SEE 102/53.1 IEI/4x3x3 ,9 32' O.C. � . FOR BELOW PLYWD. SHT'G TJI JOIST (AT GARAGE) (SEE PLAN) j� 6 g W/ TYP. EXTERIOR (2)-Sd PER JOIST SEC I* ION � NAILING (ONE a EA. SIDE) I 2x16' O.C. 201 SCALE: 1II 1 = -�II 6ECTIOil 2�2 SCALE: 1" = 1'-0" PLYWD. SHT'G - lod 0 6' O.G. WOOD TRUSS (SEE PLAN) EDGE NAIL RIM BOARD - W/ (2)-10d TO EACH TJI EDGE NAIL— PLYWD. SHT'G — W/ EXTERIOR NAILING 2x6 6 24' O.C. (1)-'A35' PER BLK'G 2x6 Q 24' O.C. loci Q 6' O.C. TJI JOIST (SI=1= PLAN) (2)-Sd PER JOIST (ONE a EA. SIDE) 2x6 a 16' O.G. &ECTION 2�� SCALE: 1" = 1'-0" PLYWD. SHT'G - 2x6 G loci a 6' O.G. 24' O.C. (I)-'A35' PER EDGE NAIL BLK'G 2x6 a 24' O.G. WOOD TRUSS (SEE PLAN) loci 6 O.C. 2x8 BLK'G W/ l2)-loci lod a 10' O.G. (3' O.G.) (STAGG) 8' O.G. WOOD BEAM TJI JOIST (SEE PLAN) (SEE PLAN) W/ 'IUS' 5ECTION 2�8 SCALE: 1" = 1'-0" PLYWD. SHT'G - EDGE NAIL (2)-"4 J ° d loci * 4' O.G. - 2x6 SILL IE W/ 'MASA' m 16' O.C. 'LSTA12' m 46' O.C. (BETWEEN SILL IE E TJI BLK'G) III PER BLK'G� (2 )' loci TOE \ III NAIL (TYP) d ° TJI BLK'G 6' GONG. WALL W/ a 48' O.C. 04 * 14' O.G. EA. WAY (VERT BAR a It, OF WALL) 2x4 ,9 24' O.G. PROPER WATER ° ° 2x4 SILL fE PROOFING BY G.G. ° ° W/ 'PHNW-72' 16' O.C. d � ° 12'xl6' GRADE BEAM W/ 4'-P PIN PILE (SEE 53.0) 6ECTION 103 SCALE: 1" = 1'-0"- PLYWD. SHT'G EDGE NAIL BE (SEE PLAN) ISEE PLAN) W/ 'IUS' OR 'ITS' SE CT I CN 2�3 SCALE: 1" = 1'-f�" loci m 6' O.C. 'H3' PER RAFTER (I)-'A35' PER (NOT SHOWN) BLK'G EDGE NAIL 2x6 RAFTER J Q 24' O.C. (SEE PLAN) --- �� i WOOD TRUSS PLYWD. SHT'G `� i 24' O.G. u GLIB HEADER (SEE PLAN) j 2x6 Q 24' O.C. 5ECTION 2�9 SCALE: 1" = 1'-0" loci Is 6' O.G. PLYWD. SHT'G W/ 'W6' NAILING 2x6 6 16' O.G. (10' MIN. SEE PLAN) loci Is 6' O.G. EDGE NAIL -\ 'A35' a 16' O.G. EDGE NAIL, L TJI ISEE PLAN) PLYWD. SHT'G (2)-5d PER TJI W/ 'W6' NAILING (ONE 6 EA. SIDE) (10' MIN. SEE PLAN) 2x6 9 16' O.C. EDGE NAIL P.T. 2x6 SILL fE W/ 5/b', A. BOLT (7' EMBED) E d ° fE'/4x3x3 ,s 48' O.C. ° , d ° I I III— ;; _ �-I I I I ° d U ° ° 12'xl6' GRADE BEAM ° W/ 4'0 PIN PILE ° h s (SEE 53.0) WOOD TRUSS 6 24' O.G. (SEE PLAN) BEAM - (SEE PLAN) 5ECTION 104 SCALE: 1" = 1'-0" L2x6QIVO.C. _ (SEE PLAN) 2x6 m 24' O.C. lod a 6' O.G. LOFT 2x8 Q IV O.C. (SEE PLAN) W/ 'LUS26' 6ECTION 2�� SCALE: 1" = 1'-,a" lod a 6' O.G. 'H3' PER RAFTER (NOT SHOWN) EDGE NAIL PLYWD. SHT'G - 2x6 RAFTER 9 24' O.G. W/ 'LUS24' 2x6 Q 24'O.C. WOOD TRUSS (SEE PLAN) 6ECTION 21� SCALE: 1" = 1'-0" L TJI (SEE PLAN) (2)-8d PER TJI (ONE 0 EA. SIDE) 2x6 9 IV O.G. P.T. 2x6 SILL R W/ 5/9'0 A. BOLT (7' EMBED) E d fE'/4x3x3 ,0 48' O.C. I1=1I1 b; =1I1=1 ° 12'xl6' GRADE BEAM W/ 4'0 PIN PILE s 8 (SEE 53.0) 6ECTION 105 SCALE: 1" = 1'-0" loci Q 6' O.C. P.T. 2x6 SILL fE W/ 5/g4t, A. BOLT PLYWD. SHT'G - (7' EMBED) d EDGE NAIL R'03x3 s9 48"O.C. 4' SLAB ON GRADE ° W/ ox6-W2.9xW2.9 W.WF. OR *3 18' O.G. EA. WAY (2)-"4 ° ° ° ° d PROPER WATER ° �d° a� —I -° 1(— PROOFING BY G.G. d 6' GONG. WALL W/ d ° 04 m 14' O.C. EA. WAY d (VERT BAR 9 It OF WALL) ° ° d 12'xl6' GRADE BEAM W/ 4'�O PIN PILE ° (SEE 53.0) ° 4 8 4' SLAB ON GRADE (1)-04 NOSING W/ 6x6-W2.9xW2.9 W.W.F. (AT GARAGE DOOR) OR 03 6 18' O.G. EA. WAY 6ECTION 10ro SCALE: 1" = 1'-0" 2x6 m 24'O.C. :- PLYWD. SHT'G EDGE NAIL lod g 61O.C. EDGE NAIL RIM BOARD W/ (2)-10d TO lod 6' O.G. EA. BLK'G WOOD TRUSS _- -- 'LTP4' g 16' OC 'A35' m _ (SEE PLAN) (PLYWD JOINT G RIM . 32' OC. TJI 2x6 W/ (2)-16d = = - - CONTRACTOR'SLL - (SEE PLAN) OPTION) TO EACH STUD TJI BLK'G � 32' O.G. EDGE NAIL W/ lod a 4' O.C. =� 2x6 6 24' O.G. PLYWD. SHT'G (2)-8d PER BLK'G loci 6' O.C. (ONE Q EA. SIDE) 2x8 LEDGER W/ 2x6aIVO.C. 2x8 LEDGER W/ (3)-16d TO (2)-'SDWS22600D5 EACH STUD WOOD TRUSS 2x6 LEDGER (GRID OD ) EACH STUD (SEE PLAN) W/ (2)-16d TO EA. STUD W/ 'LUS26' SECTION 6ECTION 2�� 2��o SCALE: 1" = 1'-,a" SCALE: 1" = 1'-�" 'H3' PER TRUSS (NOT SHOWN) loci 9 (I)-'A35' PER (01 O.G. 10d a (I)-'A35' PER (01 O.C. '143' PER TRUSS BLK'G BLK'G (NOT SHOWN) EDGE NAIL EDGE NAIL WOOD TRUSS --- WOOD TRUSS PLYWD. SHT'G ----� (SEE PLAN) ` (SEE PLAN) w� PLYWD. SHT'G - w� A A HEADER (SEE PLAN) 2x6 6 24' O.C. 5ECTION 211 SCALE: 1" = 1'-0" REVISIONS: NO. DATE DE5CRIPTION5 0 0 0 D. S. Engineering Consulting Structural Engineers 3121 147th Place SE Mill Creek, WA 98012 T-. 425-338-4776 03/20/2020 O�G IL 8 GY WA 28398 c�RAL �SSIDNAL E��l II I� II ID �11 II � mz LU H CU w O DATE: March 20, 2020 5CA1=E: 5EE PLAN JOB NO.: 20-010 DRAWN: D.5, GOECK: D.5. SHEET TITLE 5E CT I ONS DETAILS SHEET ■