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SEE REV2 APPROVED PLN_ BLD-BLD2021-0869+Architectural_Plan+6.22.2021_2.09.45_PM+2263341PROJECT NOTES PROJECT DESCRIPTION NEW ADDITION INCLUDING BATHROOM, ENTRY, AND BAY WINDOW, NEW DECK, NEW DECKING OVER (E) STUDIO, AND NEW ROOF REGULATORY 1. ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS AND THE FOLLOWING APPLICABLE CODES USED IN THE DESIGN: • 2018 INTERNATIONAL RESIDENTIAL CODE • 2018 UNIFORM PLUMBING CODE • 2018 INTERNATIONAL MECHANICAL CODE • 2018 WASHINGTON STATE ENERGY CODE • 2018 INTERNATIONAL FIRE CODE 2. A SEPARATE PERMIT MAY BE REQUIRED FOR PLUMBING, ELECTRICAL AND/OR MECHANICAL WORK AS APPLICABLE. 3. A COPY OF THE APPROVED PERMIT PLANS MUST BE ON THE JOB SITE DURING CONSTRUCTION. ARCHITECTURAL 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF THE BUILDING AND SITE. IN EVENT OF ANY DISCREPANCY BETWEEN CONTRACT DOCUMENTS AND EXISTING CONDITIONS, OR BETWEEN CONTRACT DOCUMENTS THEMSELVES, THE GENERAL CONTRACTOR SHALL NOTIFY THE DESIGNER PRIOR TO PROCEEDING WITH WORK. 2. DIMENSIONS TO FACE OF CONCRETE, FRAMING OR AS NOTED. 3. IN THE EVENT OF FIELD ERRORS OR OMISSIONS, THE GENERAL CONTRACTOR SHALL NOTIFY DESIGNER AND MAKE NO REPAIRS WITHOUT APPROVAL. 4. DO NOT SCALE CONTRACT DOCUMENTS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PERFORMANCE AND WEATHERPROOFING OF THE ENTIRE BUILDING, ITS COMPONENT EQUIPMENT, AND PARTS. 6. CONTRACTOR SHALL PROVIDE WORK AND WORKMANSHIP IN A WAY TO MEET ALL APPLICABLE CODES. 7. CONTRACTOR SHALL COORDINATE ALL TECHNICAL TRADES AND SUBCONTRACTORS TO VERIFY MEETING THEIR REQUIREMENTS AS PART OF THEIR CONTRACT. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. 9. ALL WASTE AND REFUSE CAUSED IN CONNECTION WITH THE WORK SHALL BE REMOVED FROM THE PREMISES AND DISPOSED OF BY THE CONTRACTOR. THE PREMISES SHALL BE LEFT CLEAR AND CLEAN TO THE SATISFACTION OF THE OWNER. 10. CONTRACTOR SHALL DESIGN AND INSTALL SHORING AS REQUIRED TO PERFORM WORK. ENGINEERING, CONSTRUCTION, AND SAFETY OF THE SHORING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 11. CONTRACTOR TO TEST FOR LEAD IN PAINT AND ASBESTOS IN AREAS BEING WORKED ON AND REMOVE USING APPROPRIATE ABATEMENT METHODS IF NECESSARY. PROJECT TEAM OWNER: David and Molly Jenkins 18914 94th Ave W. Edmonds, WA 98020 p: 954.594.2397 diseaandski@aol.com mollykaiserman@gmail.com DESIGNER/APPLICANT: Alexandra Immel Residential Design, LLC 5325 Ballard Ave. NW, Ste. 210 Seattle, WA 98107 p: 206. 501.303 tracy@alexandraimmeldesign.com STRUCTURAL ENGINEER: Owen Gould, OG Engineering p:206.290.4608 owen@ogengineer.com CONTRACTOR: Caleb Quick, Restored Design & Remodel P.O. Box 46972 Seattle, WA 98146 p: 206.818.9653 restoredremodel@gmail.com LIST OF DRAWINGS A- ARCHITECTURAL A0.0 COVERSHEET SURVEY A1.1 SITE PLAN A1.2 ENLARGED SITE PLAN AD2.1 BASEMENT DEMO PLAN AD2.2 FIRST FLOOR DEMO PLAN AD2.3 ROOF DEMO PLAN A2.1 BASEMENT FLOOR PLAN A2.2 FIRST FLOOR PLAN A2.3 ATTIC FLOOR PLAN A2.4 ROOF PLAN A3.1 ELEVATIONS A3.2 ELEVATIONS A4.1 SECTION A4.2 SECTION A4.3 SECTION A4.4 SECTION A4.5 SECTION & ASSEMBLY LEGEND A5.1 DETAILS A6.1 INTERIOR ELEVATIONS A7.1 WINDOW & DOOR SCHEDULE A8.1 LIGHTING PLAN S- STRUCTURAL S1 GENERAL NOTES & TYPICAL DETAILS S2 TYPICAL DETAILS S3 BASEMENT WALL & FOUNDATION PLAN S4 1 ST FLOOR FRAMING PLAN S5 ATTIC FRAMING PLAN S6 ROOF FRAMING PLAN S7 SECTIONS & DETAILS S8 SECTIONS & DETAILS LOT INFORMATION PARCEL: 00434600006403 ADDRESS: 18914 94TH AVE W, EDMONDS, WA 98020-2322 ZONING: RS-12 OCCUPANCY: R-3 LEGAL DESCRIPTION: EDMONDS SEA VIEW TRACTS BLK 000 D-03 -BEG SE COR TR 64 TH N00*19 37E ALG ELN SD TR 110FT TH N89* 15 23W 50FT TH S 78*28 37W 63.92FT TH S65* 13 37W 84FT TH SO4*55 27W 60.39FT M/L TO PT ON S LN SD TR TH S89* 15 23E ALG S LN SDTR 193.47FT TO SE COR SD TR THE POB PARCEL AREA: 0.41 ACRES MAX LOT COVERAGE: 35% OF PARCEL AREA; PROPOSED: 13.1 % MAX HEIGHT: 25'; PROPOSED: 21'-11" (NEW ROOF HEIGHT TO MATCH (E) ROOF RIDGE) BUILDING INFORMATION EXISTING (E)UNHEATED NEW DEMO SINGLE FAMILY STRUCTURE: ATTIC 260 1 ST FLOOR 1,460 87.5 1.5 BASEMENT 1,269 TOTAL HEATED - 2,729 87.5 BUILDING AIR LEAKAGE: PER OPTION 1 MODIFICATION OF SEC R402A.1.2, AIR LEAKAGE SHALL NOT EXCEED 2.0 AIR CHANGES/HR AND SHALL BE TESTED AS SUCH. A WRITTEN REPORT OF THE AIR LEAKAGE TEST RESULTS, SHALL BE SIGNED BY THE TESTING PARTY AND PROVIDED TO THE BUILDING INSPECTOR PRIOR TO CALL FOR FINAL INSPECTION. VICINITY MAP 00434600007401 y L o p 3 00434600007402 O 0 27031300401500 U 0 00434600007503 E o 0 O 00434600006503 1 00434600006500 aoau0000 1 00434600004606 00434600004604 o 00434600004607 o c 00434600004603 o � 0 0 0 i v 00434600006401 � a a a o 0 0 0 o c 0 0 0 0 o 00434600007602 o c 0 0 o 0 0 o 00434600007101 v a o 0 0 s 0 o o � 0 0 o > 00434600004703 00434600004705 00434600006 Q 00434600004707 00434600006403 00434600004706 o 0 Q 0 0 00434600006302 o ao 00434600004702 e v 00434600006301 y 0 0 0 00434600006304 c 00434600007801 e 00434600007901 190� Pt gW 00434600006201 190th St SW 00434600005004 00434600005002 0 U' O� O o °Oy O N p6° p Op 0 19 00434600006202 �A e � 0 00434600006205 s/ ENERGY CODES ENERGY CREDITS PER R406.2 & R406.3 ADDITIONS LESS THAN OR EQUAL TO 500 SQFT: REQUIRES 1.5 CREDITS OPTION 1 BUILDING ENVELOPE OPTION: .5 CREDIT 1.3 PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U=.28 FLOOR R-38 SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB OPTION 2 AIR LEAKAGE OPTION: 1.0 CREDIT 2.2 COMPLIANCE BASED ON SECTION R402.4.1.2: REDUCE THE TESTED AIR LEAKAGE TO 2.0 AIR CHANGES PER HOUR MAX AT 50 PASCALS. TOTAL CREDITS: 1.5 BUILDING ENVELOPE COMPLIANCE TO FOLLOW PRESCRIPTIVE TABLE R402.1.1. WITH OPTION 1 MODIFICATIONS: INSULATION R-VALUE: WOOD FRAMED WALLS: 21 HEADERS AT EXT. WALLS: 10 FLOORS OVER UNHEATED SPACE W 38 CEILINGS: 49 VAULTED CEILINGS: 38 SLAB R-VALUE & DEPTH 10 UNDER ENTIRE SLAB BELOW -GRADE WALL R-VALUE 10/15/21 INT + TB MINIMUM U-VALUE: WINDOWS: -.3-G- .28 SKYLIGHTS: .50 OPAQUE DOORS: .30 2816.5 THE BUILDER SHALL COMPLETE AND POST AN "INSULATION CERTIFICATE FOR RESIDENTIAL CONSTRUCTION" WITHIN 3' OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION. 0030000000300 00588600000400 00588600000500 004346000048 o � o 0 0 0 0 0 o a 190th St SW 004.1 00434600004903 0043 o° p° o° o° OOhO 00434600004905 o° 0043 BUILDING AIR LEAKAGE: PER OPTION 1 MODIFICATION OF SEC R402.4.1.2, AIR LEAKAGE SHALL NOT EXCEED 2.0 AIR CHANGES/HR AND SHALL BE TESTED AS SUCH. A WRITTEN REPORT OF THE AIR LEAKAGE TEST RESULTS, SHALL BE SIGNED BY THE TESTING PARTY AND PROVIDED TO THE BUILDING INSPECTOR PRIOR TO CALL FOR FINAL INSPECTION. SEALED AIR BARRIER BUILDING THERMAL ENVELOPE TESTING IS NOT REQUIRED DUE TO PROPOSED ADDITION LESS THAN 500 SF, PER SECTION SEC R402.4.1.2 EXCEPTION 1. MECHANICAL EXISTING GAS BOILER HEATING SYSTEM TO REMAIN. MECHANICAL VENTILATION: MIN. VENTILATION AT BATHROOMS/LAUNDRY: 50 CFM MIN. VENTILATION AT KITCHENS:: 100 CFM EXHAUST DIRECTLY TO THE OUTSIDE. THE POINT OF DISCHARGE OF EXHAUST AIR SHALL BE AT LEAST THREE FEET FROM ANY OPENING INTO THE BUILDING. WATER HEATER EXISTING WATER HEATER TO REMAIN. LIGHTING A MINIMUM OF 90 PERCENT OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH EFFICACY LAMPS, PER SEC R404.1. REFER TO LIGHTING PLAN A8.1. ABBREVIATIONS ADD'L ADDITIONAL DIM DIMENSION FIN FINISH FV FIELD VERIFY MAT'L MATERIAL PT PAINT ADJ ADJUSTABLE DN DOWN FL FLOOR GC GENERAL CONTRACTOR MAX MAXIMUM PTD PAINTED SS STAINLESS STEEL AFF ABOVE FLOOR FINISH DR DOOR FLR FLOOR GWB GYPSUM WALLBOARD MDF MEDIUM -DENSITY FIBERBOARD RCP REFLECTED CEILING PLAN STL STEEL APPROX APPROXIMATE DS DOWNSPOUT FLUOR FLUORESCENT HB HOSE BIB MECH MECHANICAL REF REFERENCE STRL STRUCTURAL BLDG BUILDING DWG DRAWING FO FACE OF HD HEAD MFR MANUFACTURER REFR REFRIGERATOR TBD TO BE DETERMINED B.O. BOTTOM OF (E) EXISTING FOC FACE OF CONCRETE HDWD HARDWOOD MIN MINIMUM REQ REQUIRED T.O. TOP OF CL CENTER LINE E EAST FOF FACE OF FRAMING HR HOUR MISC MISCELLANEOUS RM ROOM TYP TYPICAL CLG CEILING EA EACH FO FIN FACE OF FINISH HT HEIGHT MTL METAL RO ROUGH OPENING UNO UNLESS NOTED OTHERWISE CTR CENTER ELEC ELECTRICAL FOIC FURNISHED BY OWNER ID INTERIOR DESIGN (N) NEW S SOUTH VIF VERIFY IN FIELD CONC CONCRETE ELEV ELEVATION INSTALLED BY CONTRACTOR INCL INCLUDE N NORTH SD SMOKE DETECTOR W WEST or WIDTH CONT CONTINUOUS EP ELECTRICAL PANEL FOIO FURNISHED BY OWNER INSUL INSULATION N/A NOT APPLICABLE SF SQUARE FOOT OR FEET W/ WITH CPT CARPET EQ EQUAL INSTALLED BY OWNER IN INCHES NIU NOT IN USE SIM SIMILAR W/IN WITHIN (D) DEMOLISH EQUIP EQUIPMENT FRMG FRAMING INT INTERIOR OC ON CENTER SOG SLAB ON GRADE WD WOOD DESCR DESCRIPTION EXT EXTERIOR FT FOOT OR FEET JT JOINT 11 PROPERTY LINE SPEC SPECIFICATION WT WEIGHT DIA DIAMETER FD FLOOR DRAIN FTG FOOTING LTG LIGHTING PLYWD PLYWOOD SQ SQUARE O�P��MEL RES10F T ti� O w� Q RD z CF�Vq•206 O N O 00 Z W Q LU LU / LUV) o �Z_ � 0 0 w ce Zw L O 1 LU W LU 1W no Q LU LU $A 0 LU Cie Z u Q o LU Z � Q> w Q ce = 0 Q w LU W o� LU w pe w Z 00 0 r__ (n w 0 = PRINT DATE: 6/22/21 DRAWING ISSUE: DATE: v Q PRELIM. PRICING SET 03.10.21 Z PERMIT SET 06.18.21 O V 10 Q DRAWN BY: NC Z REVIEWED BY: TLR O Z O V w H N W \Cie LU TW O Cn Cie O W Q Cie O o CU V A000 Ff SYM LL SYMBOLS MONUMENT IN CASE O FOUND SURVEY MARKER AS NOTED CONIFER TREE DECIDUOUS TREE Q DHA SURVEY CONTROL SHRUB/RHODODENDRON 0 POWER/TELEPHONE JUNCTION BOX 0 GAS METER 0 GAS VALVE { CULVERT 10' 5' 0 10' 2 0' SCALE IN FEET LEGEND ABBREVIATIONS M MAPLE TREE F FIR TREE C CEDAR TREE HEM HEMLOCK TREE B BIRCH TREE CH CHERRY TREE DEC DECIDUOUS TREE SSMH SANITARY SEWER MANHOLE CB STORM DRAIN CATCH BASIN IE INVERT ELEVATION A PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER, SECTION 13, TOWNSHIP 27 N., RANGE 03 E, W.M., CITY OF EDMONDS, COUNTY OF SNOHOMISH , STATE OF WASHINGTON. LINETYPES: EDGE OF ASPHALT - RIGHT OF WAY CENTERLINE - - RIGHT OF WAY BOUNDARY LINE X X FENCE LINE - - - - G - - - - G UNDERGROUND GAS LINE - - - - E UNDERGROUND POWER LINE ----OE - - - - OE- OVERHEAD POWER LINE - - - - T - - - - T - UNDERGROUND COMMUNICATIONS LINE ----SD - - - - SD- UNDERGROUND STORM LINE ----SS - - - - SS- UNDERGROUND SEWER LINE Slopes Table Number Minimum Slope Maximum Slope Color 1 0.01% 39.997. 2 40.0 � YARD LIGHT - - - - W - - - - W - UNDERGROUND WATER LINE 63.92 ❑ STORM CATCH BASIN ROT BOTTOM STRUCTURE S79-7 5 O SANITARY SEWER MANHOLE P.A. PLANTED AREA ® WATER METER / -0- POWER POLE CCC ROCKERY 5 ONP�N��NK / / P.A. / V W O 3 REVISION DHA 3077-1 CONC MON W/BRASS DISC AND "X" DOWN 0.5' IN CASE N 305, 988.576 E 1,265,692.389 I I ELEV=246.64 (TOP MON) I I I II I I N I I j l 12" OUTFALL NOT LOCATED I I I I I C I j I II I I \N 0 � � I ■ CB 4-68 I = I I cn ASPHALT 09. 400.007.. RIM 253.24 ASPHALT N I I DRIVE lE NW 250.9 (12"CONC) I \\ DRIVE 1 e I I lE S 250.8 (12"CONC) N ♦ I I I I I I ROT 2591 r , SSMH 4-220 48" '�I I I I RIM 253.95 FENCING 0 2' TO 0.4' i I r lE N 247.0 (8"CONC) 50.00 NORTH OF PROPERTY LINE I 1 I lE S 247.2 (6"CONC) N88 36'04 "W 5'CHA�VLINK FENCE a I I I lE E GONG) I � I I I CHANNELED BBOOTTOM 18" �6„ ASPHALT I P.A. T I N I ASPHALT _ o DRIVE S -f - -is Cr I I I OGW�RE/// / / / / N / / DHA 3077-4 - - 8� Q0 / / TACK IN HUB „E / / / N 305552.787 5�156 / / / / ELEV 255.5584 06 I / / / / / / / I ASPHALT I II DHA 3077-2 DRIVE / / i Nl I I I I I A192ASHER N30554 6"�000 / / / / / I T I E 1265694.061 ELEV 254.43' 0 �11R � / / -� I I I I I I I ENO / / / / G---- G--�� I �u G---- - G � � 0 I I I Gt CB 4-66 RIM 254.50 co I ROCKIL?VCK PATH / / / / / / / ,\ 6 I \ Z I ti I W I 3 01 I lE S 249.4 (12"CONC) / / ( I / \ GARAGE Z I I Q I I I BOT 248.8 N/ - / - DECK = J / FINISH FLOOR ELEV=254.5 ASPHALT i VNi � (N I I 1 i ASPHALT 36 I I I ,' I I I I BRICK PLANTER / I o I U I cOp 3 01 I - / /n_ I I I HOSE BIB / 1 P.A. / P / / / / /// \ O P.A. \ N I t G / "c CONC PAD } 94TH AVENUE W. - _I I - I I I I I GRASS / I I DHA 3077-12 TWO-STORY HOUSE 3 Uj 0 TACK IN HUB BASEMENT FINISH FLOOR U GRASS I ~ \ I I I N 305499.809 ELEV=256.0' E 1265530 305 \ I O I I I I l I I ELEV 253.37' 12 M I � I I I I I AVERS C W/TRELLIS 4'CHAINLINK FENCE o / 588 36'04 "E X - FENCING 0.2' TO 0.4' NO OF PROPERTY LINE 193.47 BY I APPROVED I DATE I SYM REVISION BY I APPROVED I DATE I I i b I I I I P.A. I / I NO TEL IN / TO WE\sT V) I I I - _�_ T\ I - - T �- j ---- �RR 7/E WAE E LL - -- P.A. --j 6 WOOD FENCE FOUND IRON PIPE / 20.00 I I I 0.1 N X 0.6E 7 SE CORNER TRACT 64 1 i 1 /"TAKE I I I I lE 254.8 II I I I JANE HARTMAN & ASSOCIATES, INC. Surveyors 16928 WOODINVILLE -REDMOND ROAD, SUITE B-107 WOODINVILLE, WASHINGTON 98072 (425) 483-5355 FAX (425) 483-4650 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED AAC CHECKED DAH ENGR. APPROVED BY DEPT.I DATE CHECKED DHA 3077-3 CONC MON W/BRASS DISC AND 'X" DOWN 0.4' IN CASE N 305, 327.2294 E 1, 265, 681.0520 ELEV=253.88 ATE SUBTITLE LEGAL DESCRIPTION (SNOHOMISH COUNTY ONLINE PROPERTY INFORMATION) A PORTION OF TRACT 64, EDMONDS SEA VIEW TRACTS BLOCK 000, DIVISION 03 DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF TRACT 64; THENCE NORTH 00'19 37" EAST, ALONG SAID TRACT 110.00 FEET- THENCE NORTH 89'15'23" WEST, 50 FEET- THENCE SOUTH 78 28'37" WEST, 63.92 FEET- THENCE SOUTH 65'13'37" WEST, 84.00 FEET- THENCE SOUTH 045527" WEST, 60.39 FEET MORE OR LESS TO A POINT ON THE SOUTH LINE OF SAID TRACT, THENCE SOUTH 89'15 23" EAST, ALONG THE SOUTH LINE OF SAID TRACT, 193.47 FEET TO THE SOUTHEAST CORNER OF SAID TRACT AND THE POINT OF BEGINNING. HORIZONTAL DATUM/BASIS OF BEARING: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE NAD83(2007), AS PRESCRIBED BY THE CITY OF EDMONDS VERTICAL DATUM: NAVD88, US FEET, AS PRESCRIBED BY THE CITY OF EDMONDS. CONTOUR INTERVAL: TWO (2) FOOT CONTOURS TOPOGRAPHIC MAPPING: THE MAP SHOWN HEREON IS THE RESULT OF A TOPOGRAPHIC SURVEY BY DUANE HARTMAN & ASSOCIATES, INC. (DHA) COMPLETED ON ✓ANUARY 28, 2021. DHA ASSUMES NO LIABILITY, BEYOND SAID DATE, FOR ANY FUTURE SURFACE FEATURE MODIFICATIONS OR CONSTRUCTION ACTIVITIES THAT MAY OCCUR WITHIN OR ADJOINING THE PERIMETER OF THIS SURVEY. CONTACT DHA (425/483-5355) FOR SITE UPDATES AND VERIFICATIONS. UTILITIES MAPPING: ALL EXISTING UTILITIES SHOWN HEREIN ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED BY RECORD LOCATION OR FIELD TIED AS A RESULT OF A UTILITY PAINT -OUT DURING THE COURSE OF THE FIELD SURVEY. DUANE HARTMAN & ASSOCIATES, INC. (DHA) ASSUMES NO LIABILITY FOR THE ACCURACY OF THE RECORD INFORMATION AND/OR THE UTILITY PAINT -OUT. FOR THE FINAL LOCATION OF THE EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION, CONTACT THE UTILITY OWNER/AGENCY AND UTILITIES UNDERGROUND CENTER (8001424-5555). NOTES-- 1. ALL MONUMENTS VISITED DURING ✓ANUARY 2021 UNLESS OTHERWISE NOTED. 2. EQUIPMENT: THE PRIMARY MEASUREMENT EQUIPMENT UTILIZED IN THE PERFORMANCE OF THIS SURVEY WAS A LEICA MS-60 ELECTRONIC TOTAL STATION SN# 883508. J. THIS SURVEY COMPLIES WITH ALL STANDARDS AND GUIDELINES OF THE SURVEY RECORDING ACT AS PER CHAPTER 58.09 RCW AND CHAPTER 332-130 WAC. 4. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A CURRENT TITLE REPORT. THERE MAY BE EASEMENTS OR OTHER DOCUMENTS OF RECORD THAT EFFECT THIS PARCEL THAT WOULD BE DISCLOSED BY THE PROCUREMENT OF A CURRENT TITLE REPORT. 5. THIS SURVEY REPRESENTS THE EXISTING PLANIMETRIC FEATURES AS THEY EXISTED ON SITE AS OF ✓ANUARY 28, 2021. 6. THIS SURVEY HAS DEPICTED EXISTING FENCE LINES AND OTHER OCCUPATIONAL LINES IN ACCORDANCE WITH THE WASHINGTON STATE ADMINISTRATIVE CODE (WAC 332-130). THESE OCCUPATIONAL INDICATORS MAY IMPLY A POTENTIAL FOR CLAIMS OF UNWRITTEN TITLE OWNERSHIP. THE LEGAL RESOLUTION OF OWNERSHIP BASED UPON UNWRITTEN TITLE CLAIMS HAS NOT BEEN RESOLVED BY THIS BOUNDARY SURVEY. Z ALL DISTANCES SHOWN HEREON ARE IN FEET (US SURVEY FEET). 8. PROPERTY ADDRESS: 18914 94TH AVENUE W., EDMONDS, WASHING TON 9. SNOHOMISH COUNTY ASSESSORS TAX PARCEL No. 00434600006403. DATE DOUGLAS A. HARTMAN PROFESSIONAL LAND SURVEYOR CERTIFICATE No. 36798 01.28.21 LAST REVISION SYMBOL DATE TOPOGRAPHIC SURVEY SHEET 1 01.28.21 OF TITLE .� PARCEL 00434600006403 JOB NO. FOR: IMMEL RESIDENTIAL DESIGN DWG. NO. 21-3077 CITY OF EDMONDS WASHINGTON 21-3077Topo.dwg (E) 36" FIR TREE \ (E) 20" FIR TREE (E) 12" FIR TREE 'o (E) 40" FIR TREE (E) CONC./BRICK PATH __(E) BRICK PATH EC. TR (E) 2 CHERRY TREE i / (E) CONC. PATIO I N N L 00 (E) 34' CHERRY TREE A1.2 (N) DECK REPLACING (E) ROOF 116.26 sq ft (E) 4" DEC.TREE - SITE PLAN crroi F. 1" - qn, LOT INFORMATION OWNERS: DAVID AND MOLLY JENKINS PARCEL: 00434600006403 ADDRESS: 18914 94TH AVE W , EDMONDS, WA 98020-2322 ZONING: RS-12 OCCUPANCY: R-3 LEGAL DESCRIPTION: EDMONDS SEA VIEW TRACTS BLK 000 D-03 -BEG SE COR TR 64 TH N00* 19 37E ALG ELN SD TR 11OFT TH N89* 15 23W 50FT TH S 78*28 37W 63.92FT TH S65* 13 37W 84FT TH SO4*55 27W 60.39FT M/L TO PT ON S LN SD TR TH S89*15 23E ALG S LN SDTR 193.47FT TO SE COR SD TR THE POB PARCEL AREA: 0.41 ACRES MAX LOT COVERAGE: 35% OF PARCEL AREA MAX HEIGHT: 25' SITE PLAN NOTES: 1. SEE ENLARGED SITE PLAN A1.2 FOR ALL BMP AND EROSION CONTROL NOTES. 2. HEIGHT AND LOT COVERAGE CALCULATIONS SHOWN ON I ENLARGED SITE PLAN A1.2. 3. CITY OF EDMONDS MAP SHOWS LARGE EXTEND OF LANDSLIDE HAZARD AREA WITHIN THE WEST & NORTHWEST PORTION OF THE PROPERTY. BASED UPON THE SURVEYOR'S 50'-0" DESIGNATED AREAS CONTAINING OVER 40% SLOPE, THERE ARE cf) NO AREAS THAT FIT THE DESCRIPTION OF A LANDSLIDE HAZARD 11" 7 I I AREA CONTAINING A 40% OR STEEPER SLOPE THAT EXCEEDS A VERTICAL HEIGHT OF 10 FEET OVER A 25-FOOT HORIZONTAL RUN. (E) 36" FIR TREE 2(E)8'x16' PARKING SPACES I I I (E) 18" FIR TREE 25'-0 STREET SETBACK \ I^ WATER METER J IMPERVIOUS SURFACE: r now-, CEDAR I� (E)GARAGE TREE 1 (E) 6" C.TREE (E) BUILDING (E) PACT I / FOOTPRINT/ 13.6.1 sq ft o [, ' 1,669.04 sq ft / (N) ADDITION 4.47 sq ft �tt (E) WALKWAY 441.14 sq / J (N) STOOP 32.15 sq ft F / (N) ROOF ABOVE 5-ff sq ft olI-/ 3 � - (E) P TIO N \ N N N P RTY LINE \ TREE CEDAR I I 193-5 3/4" (N) ADDITION 82.98 sq ft (E) BUILDING ROOF OUTLINE 1,642.94 sq ft (N) ROOF REPLACING PART OF (E) ROOF 173.07 sq ft 1 I UNDERGROUND Pf .co 0 cli N (E) 36" CEDAR s TREECD (E) 36" CEDAR TREE (E) 8" DECIDUOUS TREE (E) 2-8" DECIDUOUS TRE E (E) 24" DECIDUOUS TREE (E) RETAINING WALL v1 n - I I DATUM POINT FOR HEIGHT CALCULATIONS TOP OF SS MANHOLE SS --- - V) CATCH BASIN, TYP. APPROX. SEWER LINE Sj LOCATION, VERIFY oW cf) Lu w Q w� � CURB z r/ �� I z w Lu I F_ APO O d �.�./ w 0 z J W TELEPHONE w / LINE I�� o POWER JUNCTION, TYP. UTILITY POLE 0 10, 20' 40' REMOVED: SF (E) PAVEMENT 52.38 (E) STOOP 28.50 80.88 EXISTING: SF (E) BUILDING ROOF OUTLINE 1,642.94 (E) GARAGE 505.61 (E) DRIVEWAY 1,387.15 (E) DECK 185.07 (E) STAIR AT (E) DECK 52.23 (E) WALKWAYS AND PATIOS 480.87 28.82 51.30 13.61 441.14 107.01 4,895.75 REPLACED: SF (N) ROOF 173.07 (N) DECK (WAS ROOF) 116.26 (N) DECK (WAS PAVING) 118.48 407.81 NEW: SF (N) ADDITION 82.98+4.47= 87.45 (N) ROOF AT ENTRY 45.09 (N) STOOP 32.15 164.69 TOTAL NEW & REPLACED IMPERVIOUS SURFACE: 572.50 SEE SHEET A1.2 FOR LOT COVERAGE AND HEIGHT CALCULATIONS. ^1- 1 r LIM EXISTING CONSTRUCTION NEW CONSTRUCTION DRAIN ROCK PAVING/WALKWAY FENCE SS SIDE SEWER G - GAS LINE TREE PROTECTIVE FENCING _SF SILT FENCING ,,^MEL RES/pF OAP tiT Z O Lu J G) Q R Z O F�TT „w (F WA • 206:`o1� O CN O 00 0 041. z WIn Lu Q w N 0 �Z � 0Q se w ine Z Lu O 0 Lu W to ::E,Lu J o0 z Lu w .o Cie Z tV Lu z W i W Lu Lu 0 Lu�} LL. ~ �1 011. old T 00 = vDRAWING O 0 PRINT DATE: ISSUE: PRELIM. PRICING SET PERMIT SET 6/22/21 DATE: 03.10.21 06.18.21 Q DRAWN BY: NC REVIEWED BY: TLR Z O 0 O Lu H N Lu `�W > J 0 0 Lu V H V ) Z O V A1.1 TREE & VEGETATION PROTECTION TREE PROTECTION FENCING CANOPY DRIP LINE DEFINES TREE & VEGETATION 1. MUST BE INSTALLED PRIOR TO DEMOLITION °ROTECTION AREA OR GROUND DISTURBANCE 2. KEPT IN PLACE FOR THE DURATION OF CONSTRUCTION 3. NO SOIL DISTURBANCE OR ACTIVITY ALLOWED WITHIN FENCED AREA, SUCH AS MATERIAL STORAGE/STOCKPILING, PARKING, EXCAVATION, DUMPING, OR WASHING 4. MODIFICATIONS OF THESE REQUIREMENTS BY APPROVAL OF DPD PLANNER ONLY 5. IF ROOTS GREATER THAN 2 INCH FOUND S1 14 OUTSIDE OF FENCING, PROTECT BY HAND EXCAVATION AND, IF NECESSARY, CUT ORANGE MESH OR CLEANLY AND KEEP MOIST CHAIN LINK FENCE 6. USE 3 INCHES OR DEEPER WOOD CHIP o z MULCH OUTSIDE FENCED AREAS TO PROTECT FEEDER ROOTS VEGETATION PROTECTION 1. MINIMIZE CONSTRUCTION ZONE 2. PROTECT VEGETATION OUTSIDE CONSTRUCTION ZONE WITH FENCING AS SHOWN r TREE &VEGETATION FENCING AROUND 3. USE 3 INCHES OR DEEPER WOOD CHIP ENTIRE DRIP LINE ON PERMIT SITE. MULCH OUTSIDE FENCED AREAS TO ALTERNATIVE TREE PROTECTION, IF APPROVED PROTECT FEEDER ROOTS BY DPD, AS SHOWN ON SITE PLAN SILT FENCE r.�rTni rrr.�nr n�oTo 60" WIDE WIRE RINGS IRE MIRAFI EQUAL C OR EQUAL G ON SITE t MATERIAL IN NOTE: ANGLE SILT FENCE BACK UP THE SLOPE AT THE END OF RUN. w 0 / / / 8'-41 /4" (E) ROOF ABOVE (E) FLOOR ABOVE 50.49 sq ft RELOCATED (E)DS TIE (N)DS INTO (E) / TIGHTLINE SYSTEM , co L9 ED (E) CONC. PATIO A= 249.5' N N ­ � N N N nI N co k, N (E) ROCKS, TYP. (E) YARD LIGHT, TYP. O L� (E) HOSE BIB / (E) GAS METER NEW BAY WINDOW ADDITION \ 4.47 sq ft (E) CONC. WALKWAY 441.14 sq ft NEW ADDITION 82.98 sq ft (N) CONC STOOP 32.15 sq ft (N) ROOF ABOVE 45.25 sq ft �5t3 -I- C= 263.5' 14W 1 /4" 6'-6" 164" 5'-91 /4" 4'-11 " 5'-1 1 /2" 52'-3" ENLARGED SITE PLAN C(`AI P. 1" = 1f1' (E) CONC PAVEMENT TO BE REMOVED i r, NO WORK WITHIN TREE DRIP LINE, C\47(E) TYP. SUGGESTED SILT FENCE LOCATION. CONTRACTOR TO RELOCATE IF NEEDED. PAVERS W/ TRELLIS N ENLARGED SITE PLAN NOTES: 1. ALL TREE INFORMATION, ECA, IMPERVIOUS SURFACE CALCULATION AND GENERAL SITE INFORMATION SHOWN ON SITE PLAN Al. 1. TEMPORARY EROSION & SEDIMENT CONTROL: TEMPORARY AND PERMANENT BEST MANAGEMENT PRACTICES (BMPS) SHALL BE USED TO ACCOMPLISH THE FOLLOWING MINIMUM REQUIREMENTS. ADDITIONAL BMPS ARE REQUIRED WHEN MINIMUM CONTROLS ARE NOT SUFFICIENT TO PREVENT EROSION OR TRANSPORT OF SEDIMENT OR OTHER POLLUTANTS FROM THE SITE. 1. LIMIT SITE DISTURBANCE BY USING: - PROPOSED DEVELOPMENT AREAS SHOULD BE STRIPPED AND CLEARED OF SURFACE VEGETATION, ORGANIC SOILS (TOPSOIL) AND LOOSE SOILS. - USE TREE AND VEGETATION PROTECTION - SEE DETAIL. 2. CONTROL SEDIMENTAND FLOWS ON SITE BY: STABILIZING THE CONSTRUCTION ENTRANCE USING SILT FENCING AROUND AREAS DISTURBED BY CONSTRUCTION ACTIVITY - SEE DETAIL. 3. STABILIZE SOILS BY: - EXPOSED SOILS THATARE SUBJECT TO EROSION SHOULD BE COMPACTED AND COVERED WITH PLASTIC SHEETING. - STOCKPILED SOILS SHOULD BE COVERED WITH PLASTIC SHEETING IF WORK IS DONE DURING WET WEATHER IN ORDER TO MITIGATE OFF -SITE SEDIMENTATION RISKS. MARK CLEARING LIMITS RETAIN TOP LAYER AND NATIVE VEGETATION ESTABLISH CONSTRUCTION ACCESS PROTECT DOWNSTREAM PROPERTIES AND RECEIVING WATERS PREVENT EROSION AND SEDIMENT TRANSPORT FROM THE SITE STABILIZE SOILS - PROTECT SLOPES PROTECT STORM DRAINS STABILIZE CHANNEL AND OUTLETS CONTROL POLLUTANTS CONTROL DEWATERING MAINTAIN AND INSPECT BMPS MINIMIZE OPEN TRENCHES REFER TO GEO GROUP NORTHWEST'S GEOTECHNICAL REPORT DATED JANUARY 15, 2021; SEE "SITE PREPARATION AND GENERAL EARTHWORK". COMPLETE CONSTRUCTION STORMWATER CONTROL BMP REQUIREMENTS ARE PROVIDED IN EDMONDS "STORMWATER MANAGEMENT", CHAPTER 18.30. LOT COVERAGE: REFER TO SHEET A1.1 FOR (E)GARAGE LOT AREA: 0.41 ACRES = 17,859.60 sq ft (E) RESIDENCE 1,669.04 + 50.49 = 1,719.53 (E) GARAGE 505.61 (E) DECK 185.07 (E) STAIR AT (E) DECK 52.23 (N) ADDITION 82.98 + 4.47 = 87.45 (N) DECK 118.48 (N) ROOF AT ENTRY 45.25 TOTAL LOT COVERAGE: 2,713.62 sq ft ALLOWABLE LOT COVERAGE: 35% PROPOSED LOT COVERAGE PERCENTAGE: 15.2% HEIGHT CALCULATION: A = 249.5' B = 258' C = 263.5' D = 254.5' 1,025.5/4= AVERAGE GRADE = 256.375' MAX ALLOWABLE HT = 256.375' + 25' = 281.375' EXISTING CONSTRUCTION NEW CONSTRUCTION DRAIN ROCK PAVING/WALKWAY FENCE SS SIDE SEWER G - GAS LINE TREE PROTECTIVE FENCING _SF SILT FENCING ,,^MEL RES/pF OAP tiT Z O Lu J G) Q R Z O F�TT „w (F WA • 206:`o1� O CN O 00A 0 v` Z WIn Lu Q W U) 0 �Z C 0 w ine Zw L O 1 Lu W to � J 0 0 Q Lu Lu Q W Cie Z � LQ JJ > Z w T ine i w Lu W 0 w w 011. old T M W = PRINT DATE: 6/22/21 vDRAWING ISSUE: DATE: Q PRELIM. PRICING SET 03.10.21 Z PERMIT SET 06.18.21 O V 0 Q DRAWN BY: NC Z REVIEWED BY: TLR O t= 0 z O V Q Lu H J N w W L W O W H � Q 0Lu a CD Cie O Q V J pmd TF Al m2 LIM 2 A3.2 a I I 1 A3.1 BASEMENT FLOOR DEMO PLAN LEGEND E - - I EXISTING TO REMAIN EXISTING TO BE REMOVED O N O mi 00 Z W Q In LU 0 W o �Z (� CL 0 se w ine ZW o m W 0 to � 0 J O V z W w Cie Z u Q ce p, W M Z W U) W 0 = PRINT DATE: v DRAWING ISSUE: a PRELIM. PRICING SET Z PERMIT SET O V 0 Q DRAWN BY: Z REVIEWED BY: O 0 Z O ry W O cn O z J Q W L.L J O n Ine zO O' a L1J W t— Q Z U) u Vic Q 0 6/22/21 DATE: 03.10.21 06.18.21 NC TLR AD2ml 10' SIDE SETBACK REMOVE PART OF (E) GABLE ROOF REMOVE (E) FLUE & PATCH (E) ROOF PART OF (E) GABLE ROOF TO REMAIN REMOVE (E) WINDOW AND WALL ABOVE FOR (N)-------- DOORS AND WINDOWS I I I I I I I L O — I 1 �-I FIXTURES IN (E) 'fQBATHROOM 11 0- 1'1„ I BATHROOM REMOVE (E) CONC./BRICK STOOP. SALAVGE (E) BRICKS IN GOOD CONDITION FOR USE IN (N) STOOP ss — ss — REMOVE (E) WINDOW AND WALL FOR (N) BAY WINDOW —ss— — - - ss - -ss- - ss —/ — LEGEND EXISTING TO REMAIN EXISTING TO BE REMOVED EXISTING FLOOR/ROOF AREA TO BE REMOVED ------ PROPERTY LINE -------------------------------------------------------------------------------------------------------------------------------- 2 A3.2 FIRST FLOOR SCALE:1/4" = 1'-0" DEMO PLAN ,,,*AEL RES/pF OAP i tiT Z O k� w Q RDJ Z (F WA.2p65 O N O mi 00 041. 0 Z W Q In Lu 0 W o �Z (� 0 se L u ZW oine m W 0 to � 0 J O V Q W w Cie Z u Q ce p, W M Z W U) W 0 = PRINT DATE: v DRAWING ISSUE: a Z O V 0 Q PRELIM. PRICING SET PERMIT SET DRAWN BY: Z REVIEWED BY: O H 0 Z o O LJJ t— 75 N W LL. Q F Lu > N o O Q Ine O O aCie � t— Z u Q 0 6/22/21 DATE: 03.10.21 06.18.21 NC TLR AD202 / / / / / / / / / (E) DS SIDEYARD SETBACK 2 A3.1 2 A3.2 (E) DS DF ROOF DEMO PLAN CC01 F 9 /d" - V_0" 1 A3.1 TYPICAL ROOF NOTES: 1. FLASHING SHALL BE INSTALLED IN SUCH A MANNER AS TO PREVENT MOISTURE ENTERING THE WALL AND ROOF THROUGH JOINTS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT INTERSECTIONS WITH PENETRATIONS THROUGH THE ROOF PLANE. METAL FLASHING SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN .0019". IRC 903.2. 2. FOR ROOF VENTILATION (EXCLUDING AREAS WITH SPRAY FOAM INSULATION), PROVIDE A MIN. 1 SF VENT AREA PER 150 SF OF ATTIC TO BE VENTED AND ALLOW A MIN. 1" AIR GAP BETWEEN INSULATION AND ROOF SHEATHING. LEGEND EXISTING TO REMAIN E _ _ EXISTING TO BE REMOVED �NEW ROOF AREA 20F AREA TO ' BE REMOVED O�P��MEL RES10F T ti� O J Q z RD Q) 14FWq• 206� O N O J 00 O.. Z W Q Lu 0 3 w V, o �z Cie CL. 0 Lu o ce Zw L O 1 Lu Lu Lu 1w no Q Lu Lu � 0 Lu Cie Z t/� Q Lu z Lu ce 0 Q w Lu Luo� Lu mm) ce o• Luo0 (r) r- cn w 0 = v Z O V 0 PRINT DATE: DRAWING ISSUE: PRELIM. PRICING SET PERMIT SET 6/22/21 DATE: 03.10.21 06.18.21 Q DRAWN BY: NC Z REVIEWED BY: TLR O H 0 Z O w z Q J n Cie w 0 0 75 Cie W Q V Cie LL Z 0 O0 ry AD203 a I � I I I I I UP 1 I A4.2 A4.1 I 1 A3.1 r A3.2 1 A4.4 SEE SHEET A2.2 FOR TYPICAL FLOOR NOTES LEGEND © CARBON MONOXIDE DETECTOR SD SMOKE DETECTOR, SEE TYP. FLOOR NOTES #6 EXHAUST FAN ON SWITCH, SEE TYP. 4 FLOOR NOTES #12. 0 EXISTING WALL SIDE SETBACK 0 NEW WALL NEW FLOOR AREA N GROSS SQ. FT.: (E) BASEMENT FLOOR: 1,269.47 sq ft ,,,*AEL RES/pF OAP i tiT Z O k� w Q RDJ Z ( , WA.2p65 O N O 00 mi Z WIn Lu Q W 0 V O i3e N CL 0 ine w z 0 O w Wm to W_adV 0 Q W ►1 � �0 w Cie Z u Q o W Z � Q a W = < z W Lu W o� W ce p, W M Z W U) W 0 = PRINT DATE: v DRAWING ISSUE: a Z O V 0 Q PRELIM. PRICING SET PERMIT SET DRAWN BY: Z REVIEWED BY: O Z O Q V Lu t- n O w O O J t` oe 0 a z t— W Z u G W Q 0 6/22/21 DATE: 03.10.21 06.18.21 A201 NC TLR 1 A3.2 DS BELOW DECK GUTTER BELOW DECK WATERPROOF DECK, SEE 1/A4.2 & 1/A4.4 COMPOSITE DECKING PER OWNER'S SPEC LIST EXISTING WALKWAY & PATIO BELOW (N)36"H CABLE RAILING 1 A4.4 / (N) GUTTER 00 SIDEYARD SETBACK _ v M DS 6-8 1/2" 5-4 1 /2" 40'-2 1/2" n 26-7 3/4" ss - -({`I�� 108 - SS ss - SS - - - SS - - - SS - 1 I' p )DS �?� I - _ F V I O II L moI I (E)KITCHEN I 101 C/) I (E)DINING 100 I I (E)WOOD I I FLOORING (E)WOOD ASSUMED WIDTH I FLOORING OF (E)WALL 7 1/4" 11-1 1 /4" T-7 1 /4" ((N)VAULTED GABLE PORTION (E)DROPPED CEILING OF ROOF -� II (N H1 Lu W01 PROPOSED (N) DECK 232. 8 sq ft I � I I I STEP UP STUDIO BELOW - WATERPROOF DECKING SYSTEM OVER HEATED SPACE I I I I I I I I I SLOPE 1/4 PER FOOT BELOW DECK W01 a-d ABOVE n II II II II II (E)LIVING ROOM I FIREPLACE TO BE 107 MADE FUNCTIONAL. REROUTE (E) BOILER EXHAUST AS NEEDED II II II - -- - - - - - - - - - - il (E)WOOD I FLOORING II II (N)VAULTED CEILING WITH TONGUE & I GROOVE (CEDAR OR FIR), AND OPTIONAL EXPOSED FAUX WOOD BEAMS I (N) RECESSED LIGHTS ABOVE I II II II II N I � a O J 05 cn�6 I_ o w E DSO_- 50 PART OF (E) GABLE [ 36" PONY WALL ROOF TO REMAIN & GUARD RAIL. (E) WALL BELOW 1 (A" I I 102 ' I I (E)CARPEk I SD C T-1/2" SD I I (E)BEDROOM 103 T-10 1/4" CLG HT. (N) CARPET 9'-4 3/4" VAULTED D03 O 8'-2" - (E)CLOSET - l'-6" ,,,*AEL RES/pF OAP i tiT Z O k� w Q RDJ Z (F WA • 206 O N O 00 _--ss 0 - SS Z L Q SS / In 3 ROOFABOVE I I I I I I I �I I� II 1 A3.1 h lay W01 D 1 A4.5 (N)WINDOW SEAT W/ STORAGE BELOW. CENTER IN ROOM & ON (E)WINDOW TO BE REMOVED ° II E DS I 9 3/ " TOTAL FINISHED DEPTH ±11" 03 O w0 W01 () ATHROOM-� - - N) DER 104 SKYLIGHT tl W02 1 : ABOVE 3 I Lu co ALIGN 2o r - - I REFER TO STRL FOR I (E)& (N)ENTRY I 1 rt I 106 ALL NEW LIVING ROOM I : I I d BEAMS & POSTS I SLOPE 1/4" PER FT (E)STUDY 106 EQ EQ 1 �� ENED W02 W01 SHORT I. N I (N) (E)CLOSET W01 T- - M 0- - 04 -- ---- (E)DS 4'-11" +/ 5'-1 1/2" ENTRY EXTENSION BATH EXTENSION - - - - - SEE ENLARG D FLOOR PLAN & INT ELEVATIONS BY OWN R 1 (E)CONC WALKWAY - SS - - SS - SS ss - TYPICAL FLOOR PLAN NOTES: 1. ALL EXISTING DIMENSIONS ARE APPROXIMATE AND TO FACE OF EXISTING FINISH. TO BE VERIFIED IN FIELD. ALL NEW DIMENSIONS ARE TO FACE OF FRAMING, UNLESS NOTED OTHERWISE. 2. ALL NEW INTERIOR WALLS TO BE 2x4 @ 16" O.C. (U.N.O.) 3. ALL NEW EXTERIOR WALLS TO BE 2x6 @ 16" O.C. (U.N.O.) 4. NEW STAIRS: • MAX STAIR RISE IS 7 3/4", MIN RUN IS 10". MINIMUM TREAD IS 10" MEASURED AT RIGHT ANGLES TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD DEPTH SHALL NOT EXCEED THE SMALLEST BY MORE _ THAN 3/8". • THERE SHALL BE A HANDRAIL ON ONE SIDE OF STAIRS WITH 4 OR MORE RISERS. HANDRAIL HEIGHT SHALL BE VERTICALLY 34-38" ABOVE THE STAIR NOSING. HANDRAIL DIAMETER SHALL BE 1 1/4-2", OR IF NOT CIRCULAR, AT LEAST 4", MAX 6 1/4" WITH A MAX CROSS SECTION OF 2 1/4". RETURN HANDRAILS TO THE WALL ORA NEWEL POST. HANDRAIL DISTANCE FROM WALL SHALL BE AT LEAST 1 1/2". • ALL EXTERIOR STAIRS SHALL BE PROVIDED ILLUMINATION (MIN 1 FC) IN THE IMMEDIATE VICINITY OF EACH LANDING. • A SPIRAL STAIRWAY SHALL HAVE A 7 1/2" MINIMUM CLEAR TREAD DEPTH AT A POINT 12" FROM THE v NARROW EDGE. THE RISERS SHALL BE SUFFICIENT TO PROVIDE A HEADROOM OF 78" MINIMUM, BUT bo RISER HEIGHT SHALL NOT BE MORE THAN 9 1/2". THE MINIMUM STAIRWAY CLEAR WIDTH ATAND BELOW THE HANDRAIL SHALL BE 26". 5. GUARDRAIL: PROVIDE A GUARDRAIL WHERE THERE IS AVERTICAL DROP IN FLOOR SURFACE GREATER THAN 30". THE MIN HEIGHT OF THE GUARD SHALL BE 36" ABOVE WALKING SURFACE. OPENINGS IN THE GUARD SHALL NOT ALLOW A SPHERE OF 4" TO PASS THROUGH (6" AT THE TRIANGULAR PORTION OF A STAIR). GUARDRAIL SYSTEM ELEMENTS AND SUPPORTING CONNECTIONS MUST BE ABLE TO RESISTA 200 LB. CONCENTRATED LOAD APPLIED AT THE TOP OF THE GUARD. INFILL COMPONENTS MUST RESIST A 50 LB. LOAD APPLIED OVER A 12"X12" AREA. 6. SMOKE DETECTORS TO BE HARD WIRED W/ BATTERY BACK-UP PER R313. N 7. PAINT: NEW PAINTAT EXTERIORAND INTERIOR o REMODELED SPACES. 8. INTERIOR WOOD TRIM: MATCH EXISTING AT ADDITIONS. 0 9. PLUMBING FIXTURES: PROVIDE NEW PLUMBING FIXTURES INCLUDING SINKS, FAUCETS, SHOWER FITTINGS, TUB & TOILETS AS SHOWN ON FLOOR PLAN. v 10. DOOR HARDWARE: NEW DOOR HARDWARE AT REMODELED SPACES. M 11. LIGHTING: A MINIMUM OF 90% OF LAMPS IN NEW LIGHT FIXTURES SHALL BE HIGH EFFICACY PER R404. NIV 12. VENTILATION FAN: REFER TO ENERGY REQUIREMENTS ON A0.0. EXHAUST DIRECTLY TO THE OUTSIDE. THE POINT OF DISCHARGE OF EXHAUST AIR SHALL BE AT LEAST THREE FEET FROM ANY OPENING INTO THE BUILDING. SEE SHEET A4.5 FOR ASSEMBLY LEGEND `2 LEGEND © CARBON MONOXIDE DETECTOR 3 SD SMOKE DETECTOR, SEE TYP. FLOOR NOTES #6 (N)ROOF 4 EXHAUST FAN ON SWITCH, SEE TYP. EXTENSION AND FLOOR NOTES #12. GLASS ROOF EXISTING WALL COVERING ABOVE / SIDEYARD 0 NEW WALL SETBACK TIE INTO (E)TIGHTLINE NEW FLOOR AREA SYSTEM (N) COLUMN PER STRL N (N)AGGREGATE CONC. W/ BRICK `= INLAY STOOP, SIMILAR TO (E). w w (� O �Z � 0 se LLJ � Zw L O 1 Lu W 0 00 Q W Lu 0 W Cie Z to Q �..0 i Z �Q, w Q i Z Q w Lu W o� w �} ~ MLL. �1 ce V` w Z 00 0 N Lu 0 = PRINT DATE: 6/22/21 H v DRAWING ISSUE: DATE: Q PRELIM. PRICING SET 03.10.21 Z PERMIT SET 06.18.21 O 0 Q DRAWN BY: NC Z REVIEWED BY: TLR O 0 O V Z LJJ H N ^J L N w I..L � O ae O O J a LL Cie Z V) OO 0/ A6.1 GROSS SQ. FT.: L - - - - - - - - - - - (E) MAIN FLOOR: 1,459.61 sq ft (E) MAIN FLOOR TO BE REMOVED: 1.51 sq ft T-3" 15'-4" 5'-8" PROPOSED ADDITION: 87.45 sq ft ------------ A4S -------------------------- FIRT FLOOR PLAN------------------------------------------------- 2 1 SCALE: 1/4" = 1'-0" A3.2 38'-3 3/4" 1 IL A202 1 A3.2 1 A4.4 n Y. 1 A4.3 1 A4.2 147 1 T 1 A4.1 2 A3.2 ATT I C ccni F• pia^ = 1 A4.5 1 A4.3 FLOOR PLAN 1 A3.1 1 A4.4 SEE SHEET A2.2 FOR TYPICAL FLOOR NOTES LEGEND © CARBON MONOXIDE DETECTOR SD SMOKE DETECTOR, SEE TYP. FLOOR NOTES #6 EXHAUST FAN ON SWITCH, SEE TYP. 4 FLOOR NOTES #12. 0 EXISTING WALL 0 NEW WALL GROSS SQ. FT.: (E) ATTIC: 260.08 sq ft NEW FLOOR AREA ,,,*AEL RES/pF OAP i tiT Z O k� w Q RDJ Z (F WA.2p65 O N O J 00 041. 0 Z W Q In Lu 0 W o �Z (� CL lge ine ZW o m 0 to Lu � 0 J O V Q W w Cie Z u Q 0 W Z � Q a W = < z W Lu W 0'.W ce p, W M Z W 0 U) W 0 = PRINT DATE: v DRAWING ISSUE: a Z O V 0 Q PRELIM. PRICING SET PERMIT SET DRAWN BY: Z REVIEWED BY: O t= 0 Z 0 7 w cry J Lu w N L.L O O Ine � O 0 J V LL a t— CU O v � Q Q 0 6/22/21 DATE: 03.10.21 06.18.21 A203 NC TLR 2 A3.1 ZOW SEAT OUT'S 1ED DEPTH TO THIN (E)EAVE HANG 1 TYPICAL ROOF NOTES: 1. FLASHING SHALL BE INSTALLED IN SUCH A MANNER AS TO PREVENT MOISTURE ENTERING THE WALL AND ROOF THROUGH JOINTS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT INTERSECTIONS WITH PENETRATIONS THROUGH THE ROOF PLANE. METAL FLASHING SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN .0019". IRC 903.2. 2. FOR ROOF VENTILATION (EXCLUDING AREAS WITH SPRAY FOAM INSULATION), PROVIDE A MIN. 1 SF VENT AREA PER 150 SF OF ATTIC TO BE VENTED AND ALLOW A MIN. 1" AIR GAP BETWEEN INSULATION AND ROOF SHEATHING. "w o MATCH (E)EAVE DETAIL 1 w = 1 A4.4ILKO o �� I OK (N)GUTTER o za Luz (N)DECK o 1 BELOW � �6 I 1 w SLOPE PE N _ ti LEGEND i � 2:12 w +I NEW ROOF AREA I (E)SLOPE (E)SLOPE I ±6:12 ±6:12 -_ - - - - -- - - - - SIDEYARD J — — — — SETBACK (E) DS 6'-1 1/4" (N) DS _ o z o - (E) DS N mow N 1 o- w (N)GLASS ROOF COVERING JJ WITH PAINTED STEEL OR WOOD 2 3A" SUPPORT. INCLUDE GUTTER AT A3.2 \MEL RES/pF Lu-i OG> Q Z F�TTCF WA . 2p 6 O N O J 00 z W Q Lu 0 w V, o �z Cie o ce Zw L O 1 Lu W Lu 19 o0J z Lu Lu � 0 Lu Cie Z t/� Q Z � Q Q Lu Q w Lu Luo� Lu pe o, Lu z 00 z 0 cn w 0 r PRINT DATE: H v DRAWING ISSUE: Q Z O V 0 Q PRELIM. PRICING SET PERMIT SET DRAWN BY: Z REVIEWED BY: O 0 z O V w N CieLu Q > J O � H Cie LL 0 0 Q 0 Cie H or-00 z Z O 0 Q 0 6/22/21 DATF 03.10.21 06.18.21 A204 NC TLR (N)METAL STANDING SEAM ROOF (N)GLASSAWNING (E)ASPHALT ROOF SKYLIGHT T PAINTED STEEL 1 D04 W03 T� �� ,,; E) E) i SUPPORT � _ _ T _ �02 v U)orf `.EGRESS,' �� w O 1]UL M zo p CL (N)AGGREGATE CONCRETE W/ E) BRICK INLAY STOOP (SIM TO MATCH (N) WINDOW TRIM DEMOED STOOP AND SILL W/ (E) WINDOWS +25'-41 /2" 281.38' MAX ROOF RIDGE HEIGHT OL+ 16'-4 1/4" 272.36' SECOND FLOOR +8'-2" 264.17' FIRST FLOOR + 0' 4 1 /2" 256.38' AVERAGE GRADE ±0" 256.0' BASEMENT FLOOR EAST ELEVATION = 1'-0„ +25-41 /2" 281.38' ROOF RIDGE HEIGHT APPROX. +22'-3 1/2" 278.3 (N) ROOF RIDGE HEIGHT +16'-41/4" 272.36' ECOND FLOOR +8'-2" 264.17' FIRST FLOOR FINISH FL. + 0'-41 /2" 256.38' MENT FLOOR 256.0' NORTH ELEVATION RC;AI P 114" = 1 '-O" ,,^MEL RES/pF OAP tiT Z O Lu J G) Q RD Z 0 F�TT o1�„w (F WA • 206 O N O 00AA 0 V` z WIn Lu Q W U) O �z � LQLu 0 z LuO O 1 Lu W 0 0 O z W � Q LuCie Z tV Q Lu > z � Q > W Q i Z Q Lu Lu Lu0% Lu LL. o• Lu zlol� W I f �l = PRINT DATE: 6/22/21 v DRAWING ISSUE: DATE: Q PRELIM. PRICING SET 03.10.21 Z PERMIT SET 06.18.21 O V 0 Q DRAWN BY: NC Z REVIEWED BY: TLR O t- 0 z O V Lu t— v� v Lu � z > O 0 oe Q 0 a W J z Lu O V A301 +25-4 1l2",L 281.38' +25-4 1 /2" MA 278.30' (N +25-4 1 /2" 281.38' DOF RIDGE HEIGHT DX. +22'-3 1 /2" 278. )OF RIDGE HEIGHT 1 /4" 272. ID FLOOR 264.17' =LOOR FINISH FL. 256.38' IENT FLOOR WEST ELEVATION crAi F- pia^ = 1,-n,- RUCTURE )SUPPORTS (N)GUTTER SLOPING TO THE SOUTH C G STOOP +25-4 1 /2" MAX ROOF RIDGE HEIGHT J,+16'-4 1 /4" SECOND FLOOR +8'-2" FIRST FLOOR FINISH FL. SOUTH ELEVATION SCAT P 114" = 1,-n° X -L RES/pF Lu_j OG> Q z R 0Wq. 2p6 ^� 00 V", Z W Q Lu Lu w V) 0 Z q Ciev, N CL. 0 Q w 7 ce ` Lu Lu O O Lu Lu 1w o0J Q Lu LuCie � 0 Lu Z W Q >� < Q; w Q ce Z 0 Q w ce W Lu0". mm) w M Z^^ W V � w 0 = PRINT DATE: 6/22/21 v DRAWING ISSUE: DATE: Q PRELIM. PRICING SET 03.10.21 Z PERMIT SET 06.18.21 O U 0 Q DRAWN BY: NC v) REVIEWED BY: TLR Z O H 0 Z O U w II-_ N V ) Cie Lu > O 0 Cie Q 0 Q W Cie J z w O U A302 ,, M L RES/pF GENERAL NOTE: OAP �Ty� � � O HARDWARE AND FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED J WOOD SHALL BE OF HOT -DIPPED ZINC GALVANIZED STEEL, STAINLESS Q z STEEL, SILICON BRONZE OR COPPER. IN ABSENCE OF MANUFACTURER'S RD1�1 RECOMMENDATIONS A MINIMUM OF ASTM A 653 TYPE G185 ZINC -COATED s GALVANIZED AL ANIZED, BC STEEL, OREQUIVALENT,IVALENT, SHALL BE USED. �TT�F IRC OVA. 206• O N O J 00 z W Q MAX4 1 O LU Q MAROOF RIDGE HI W W (n O �Z Cie 0 0 Q W 7 EXPOSED ARCHITECTURAL ce L W GRADE BEAMS PER STRL. L O 1 MATCH (E)ROOF RIDGE HT SEE SHEET A4.5 FOR ASSEMBLY LEGEND Lu m J uj Lu R1 V 1w no z W 12 12 Lu ` 0 ±6 MATCH (E) MATCH (E) ±6 W Cie z 3 Nz WQ >� z � Q; wce Lu Q Q =o +16' 4 1/4" c A — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — . — . — . — . — — . — — — — — — — — — — SECOND FLOOR = W V` (N)BEAM PER STRL r c Lu z W z Lu LD � = 0 z i PRINT DATE: 6/22/21 co v DRAWING ISSUE: DATE: +Io PRELIM. PRICING SET 03.10.21 w z PERMIT SET 06.18.21 z E LIVINO ROOM (E) DINING ROOM O E STUDY Z Q DRAWN BY: NC (N)BEAM PER STRL (N)BEAM PER STRL Z REVIEWED BY: TLR — — — — — — +8'-2" O FIRST FLOOR H 0 z O / V W i z W O (E)CLOSET E ILET O Cie o (E) BEDROOM o U a �ui C/ p / E DEN z / D / 0 +o„ . . . . . p. . . . . .p . .. . . . . . .. D . . .v . . . .. .. . . . . _ p. ..p... . . . . D . D . . . . . . p . . . . p. . _ .p.. b .. . . D . BASEMENT FLOOR Ile SECTION @ LIVING ROOM 1 SCALE:1/2" = 1'-0" (N) GUTTER AND DS 12 [.1 (E) CHIMNEY o�ioio SEE 1/A4.3 FOR TYP.�I GUARDRAIL NOTES 1 OW 3/4" CONTRACTOR TO VERIFY EXACT SIZE DOOR THAT WILL FIT. CUSTOM SIZES TO THE NEAREST INCH AVAILABLE. SIERRA w o PACIFIC ll'-0" OXXO SLIDERS SHOWN M R4 = DOWNSPOUT N/S SECTION DECK SCAT F EXISTING EXISTING CONC PATIO CONIC PATIO �_5 a w U) r- SEE SHEET A4.5 FOR ASSEMBLY LEGEND (N) ROOF +25'-4 1 /2" MAX ROOF RIDGE HEIGHT +16'-4 1/4" REMOVE (E) WINDOW, (N) GUT _ER AND DS T SECOND FLOOR INFILL W/ (N) EXTERIOR WALL TO MATCH (E) NEW PONY WALL EXTENDING TO 36"H GUARDRAIL. EXPOSED WALL FACING DECK TO BE HORIZONTAL CEDAR STAINED SIDING; SOUTH SIDE TO BE I i SIDING PTD TO MATCH HOUSE. WOOD CAP TO MATCH GUARDRAIL REMOVE (E) SHED ROOF I ^ PART OF (E) ROOF TO REMAIN; T I VENTED ROOF W/ R-49 BATT h I INSULATION F' R3 I (E) GUTTER +8,-2„ L� E)FRAMING FIRST FLOOR FINISH FL. D i i R w z L — — —I5.1— 1 (E) EAVE VENTING I I E S() TUDIO EXISTING SLAB & FLOOR . . 0. . . . . . . . .'D +0" BASEMENT FLOOR X -L RES/pF Lu_j OG> Q Z F�TTCF WA . 2pDe,6 O N O J 00 Z W Q Lu 0 W (n O �Z Cie f1 0 W ce Zw L O 1 Lu Lu Lu 1w o0J Q Lu LuCie � 0 Lu Z W Q > z � � Q; wce Q Q =o W Lu Luo� LuLL. ce V` Lu z W W 0 = PRINT DATE: 6/22/21 H DRAWING ISSUE: DATE: v Q PRELIM. PRICING SET 03.10.21 Z PERMIT SET 06.18.21 O 0 Q DRAWN BY: NC REVIEWED BY: TLR Z O 0 Z O V W H N z W O o � o U V Lu ) Cie V „,*AEL RES/pF OAP i tiT Z O k� LuQ RDJ Z (F WA • 206 O N O J 00 0 041. Z W Q MAX4 ROOF Lu Q - — — ..— — — — — — — — — — — — — — — — — — — — — —...— — —---...— — —---...— — —---...— — —---...— — — —- —.. — — — -- —---...— — — —- —.. — — — — — — — — — — — — — — — — — — — — — — — — MA-41/2” RIDGE W W (� O �Z CL 0 Q se Lu ine z Lu O O SEE SHEETA4.5 FOR ASSEMBLY LEGEND m J Lu 0 O a Lu W Cie Z FRAMING PER STRL., (N)GLASS AWNING BY zCRYSTALITE. MFR tV MTL EAVE FLASHING, TO SEND ATTACHMENT DETAIL SHOP W EXTERIOR EXPOSED AT DRAWINGS TO STRL. ENGINEER AND ARCH. \ MATCH (E) R1 T SOUTH END OF ADDITION FOR APPROVAL / - R2 Z Q 7 Q FASCIA BOARD, MATCH (E) _ Z 12 2 PTD STEEL BEAM PER STRL. W Q ' (N) GUTTER INTEGRATED INTO T&G SOFFIT GLASSAWNING Q Lu +16'-4 1 /4" c ----.-.-.-.-.-.----.-.--------.-.-- -- --------------------- -- - -- - - - ----- W ok W01 SECOND FLOOR W H 2" CONTINUOUS STRIP SOFFIT VENT, - ALIGN W01 PROVIDE J-MTLAT SOFFIT EDGE, PROVIDE (N) CEILING TO ALIGN — CORROSION RESISTANT SCREEN, 1/4" MAX W/ (E), 1/2" PTD. GWB W 011. OPENINGS (E)T&G WOOD CEILING TO REMAIN. EITHER / FINISH — Z 00 TYR GUARDRAIL: - PROTECT AND KEEP IN PLACE OR (' r RAINIER TOP MOUNT CAREFULLY REMOVE, STORE AND N HORIZONTAL CABLE RAIL WITH REINSTALLAS REQUIRED. Lu WOOD TOP RAIL AND BLACK (D_ = 0 POWDER COATED STEEL POSTS w BYAGS STAINLESS INC., PER "' PRINT DATE: 6/22/21 � = v = _ (E) DS DRAWING ISSUE: DATE: OWNER'S SPEC LIST `" � ui - ~ _ (E) LIVING ROOM ENTRY J M 2 3/4 0 N < PRELIM. PRICING SET 03.10.21 R3 DINING BEYOND o Lu CN Z PERMIT SET 06.18.21 z O V M 0 SINGLE -PLY — (E) FLOOR (N) CONC. STOOP <o Q DRAWN BY: NC CONTINUOUS MEMBRANE WRAPPED ALIGN F1 �, W/BRICK INLAY + (E) CONC. WALKWAY Z REVIEWED BY: TLR DOWN INTO GUTTER O p � (N) GUTTER p �� O (E) DS --/ Q `D LU (D 7 Z tiU) wZ LL X W C7 J U TIC (E) BEDROOM SY FOOTING PER ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦ I:iI P p p SECTION EXISTING SLAB & FLOOR ENTRY .. ..� p... j A403 MTL EAVE FLASHING, MATCH (E) - (N) GUTTER, MATCH (E) (N) SKYLIGHT, LOCATION PER OWNER - (E) ROOF AND WALL TO BE REMOVED R2 I FASCIA BOARD AND T&G �i a SOFFIT, MATCH (E) 2" CONTINUOUS STRIP SOFFIT VENT, PROVIDE J-MTL AT SOFFIT EDGE, PROVIDE CORROSION RESISTANT SCREEN, 1/4" MAX = OPENINGS c� i R-10 INSULATION @HEADER cli c� UJ ~ TILE @ SILL, SLOPE AWAY • o FROM WINDOW �~ W01 PT SILL PLATE, TYP. MIN. CLR @ SIDING, TYP. GRADE SHALL SLOPE AWAY FROM —FOUNDATION MIN_6"WITHIN FIRST 10' . D - D D //,c��� F1 SECTION ccoi F. 1/7" - 11-n., 12 2 F__ <� I I I I I w BATHROOM I I I I I I I I I I I n I I I I 0 0 I I I I I I I I I I CONFIRM EXACT HT OF SLAB FOR TILE TO ALIGN BATHROOM i W02 E UTILITY N POWDER ROOM +25'-4 1 /2” MAX ROOF RIDGE HEI( EXPOSED WOOD NOW SEE SHEET A4.5 FOR ASSEMBLY LEGEND STRUCTURAL BEAMS TO MATCH STRUCTURAL RIDGE BEAM. TO BE R1 CONFIRMED W/ OWNERS. SEE EAVE NOTES FOR TYP. ES jljljljljll 1111�121211 JilliflijiJil lijiJildlil III W03 W01 ix 5. SEE MFR'S DETAIL SECOND FLOOR I I L _ J BEAM PER STRL. (E) T&G CEILING (E) LIVING ROOM E BATH I . . . . . . . v .. R 1� .. . . IV/1 r R TIE INTO EXISTING STORM -WATER > SYSTEM, VIF BEST ROUTE. ROOF - DOWNSPOUT DRAIN LINES SHOULD NOT BE CONNECTED TO THE FOOTING DRAINAGE SYSTEM J W 0 ;Q " = GUARDRAIL, SEE 1/A4.3 FOR TYP. GUARDRAIL NOTES I FINISHED DECK TO BE LOCATED 1" BELOW FLOOR FIN. I FIR' I I I I PT BEAM PER STRL � / \ 2 / \ 5.1 / EXISTING GLAZED +/- 2'-8" FRENCH DOOR I / \ I / \ I I DOWNSPOUT IN \FOREGROUND / I \ / I \ / I � / I \ / I J \ / MEMO GEOTECH REPORT EXISTING CONC PATIO_ _ ±0" BASEMENT FLOOR v. „,*AEL RES/pF OAP i tiT Z O k� LuQ RDJ Z (F WA • 206 O N O J 00 O... z W In WLu Q 0 �Z CL 0Q se W ine Z Lu Lu O LuOCID 1 to J 0 0 Q W Lu Q LuCie Z tV Q Lu i Z Lu i Z Q Lu Lu Luo� Lu LL. H �1 011. old T 00 = vDRAWING Q Z O 0 PRINT DATE: ISSUE: PRELIM. PRICING SET PERMIT SET 6/22/21 DATE: 03.10.21 06.18.21 Q DRAWN BY: NC REVIEWED BY: TLR Z O 0 Z 0 Lu H N � Z W O o CU V Lu v , A404 O�P��MEL RESIpF T ti, 4 �l O Lu A i Q z RD Wq• 2065���� O N O J 00 Z W Q Lu 0 w � o �z CL. 0 Cie o ce Zw Lu 0 0 Lu Lu 19 OJ (E) ROOF (E) ROOF EAVE, FILL W/ V 0 (E)VENT NG TO REMAIN ASSEMBLY LEGEND R-38 INSULATION, Q Lu i Lu 0 +16'-4 1 /4" w 3 SECOND FLOOR u ` t/) Q (E) OR REPLACED (N) GUTTER V"� (E) EXT. WALL \ Z R-10 INSULATION @ HEADER Q Q WD TRIM Lu 0 Q (E) BEDROOM w z -1 W ce w 0111, H AA� (N) WINDOW SEAT W/ Lu V` STORAGE BELOW Z �_ to w 0 N wo1 = PRINT DATE: 6/22/21 DRAWING ISSUE: DATE: +8' 2° U 6" V-0„ FIRST FLOOR FINISH FL. H PRELIM. PRICING SET 03.10.21 FILL W/ R-38 BATT INSULATION Z PERMIT SET 06.18.21 O V ::'. (E) CRAWLSPACE _ Q DRAWN BY: NC *SPRAY FOAM INSULATION NOTE: Z REVIEWED BY: TLR SUGGESTED PRODUCT "NATURAL THERM HFO" O BY NATURAL POLYMERS. PREFERRED INSTALLER: AT FOAM, JOHN RAYL, P:425-330-6008. Q //��\� effllmll,"ff�� / A COPY OF THE ICC-ES REPORT FOR THE Z INSULATION PRODUCT MUST BE PROVIDED ON SITE FOR THE FIELD INSPECTOR. 0 J THE APPLIED SPRAY FOAM MUST BE INSTALLED M IN ACCORDANCE WTIH THE MANUFACTURER'S w L.LJ INSTRUCTIONS BYA CERTIFIED INSTALLER. ~ N 75 SECTION @ WINDOW SEAT REFER TO STRL DRAWINGS FOR W ALL SHEAR WALL LOCATIONS � co Q Lu Uz ° Q w 0 W V 0 W zJ Cie O o CU Lu A405 ;4G DESCRIPTION TAG DESCRIPTION V01 TYPICAL NEW EXTERIOR WALL R1 NEW ROOF @LIVING ROOM HARDIE PLANK SIDING TO MATCH (E) ASPHALT SHINGLE ROOFING TO MATCH (E) VAPORSHIELD "WRAPSHIELD SA" MEMBRANE FELT UNDERLAYMENT PLWD. SHEATHING PER STRL. PLWD. SHEATHING PER STRL. 2X6 STUDS @ 16" O.C. RAFTERS PER STRL. R-21 BATT INSULATION MIN. R-38 SPRAY FOAM, R-7/INCH, SEE ASSEMBLY NOTES. NON -VENTED ROOF CERTAINTEED "MEMBRAIN" 1l2" GWB -PROVIDED FOR THERMAL BARRIER FINISH PER INTERIOR ELEVATIONS CEDAR OR FIR T&G - TO BE APPROVED BY OWNERS V02 TYPICAL NEW INTERIOR WALL R2 TYPICAL NEW STANDING SEAM ROOF PTD 1/2" GWB MECHANICALLY SEAMED STANDING SEAM MTL ROOF, SEE SPEC LIST 2X4 FRAMING PER STRL. 'GRACE ULTRA' HIGH TEMP SELF -ADHERED PRODUCT PTD 1/2" GWB PLWD. SHEATHING PER STRL. RAFTERS PER STRL. MIN. R-38 SPRAY -FOAM, R-7/INCH, SEE ASSEMBLY NOTES. NON -VENTED ROOF V03 TYPICAL NEW INTERIOR WALL PTD 1/2" GWB PTD 1l2" GWB R3 NEW ROOF DECK OVER HEATED SPACE 2X6 FRAMING PER STRL. PTD 1/2" GWB COMPOSITE DECKING PT SLEEPERS, MIN 1/4"/FT GRADIENT 'LOOK ASSEMBLIES SINGLE -PLY CONTINUOUS MEMBRANE EXTRA LAYER SINGLE -PLY CONTINUOUS MEMBRANE DENSDECK COVERBOARD F1 TYP. (N) SLAB ON GRADE FOR TILE FLOORING: PLYWOOD SHEATHING PER STRL FLOOR TILE SLEEPERS, MIN 1/4"/FT GRADIENT CRACK INSULATION MEMBRANE IMBEDDED IN THINSET JOISTS PER STRL THINSET MIN. R-38 SPRAY FOAM, R-7/INCH, SEE ASSEMBLY NOTES. NON -VENTED ROOF CONC SLAB PER STRL. PTD. 1/2" GWB STEGOWRAP 10MIL VAPOR BARRIER R-10 RIGID INSULATION UNDER ENTIRE SLAB R4 NEW DECK 4" CLEAN COMPACTED GRAVEL COMPOSITE DECKING PER OWNER'S SPEC LIST TREX RAIN ESCAPE SYSTEM OR EQUAL, INSTALL PER MFR REO'S PT JOISTS PER STRL. PRE -FINISHED MTL PERFORATED PANELS, SEE SPEC LIST MATERIAL LEGEND MEL RES/pFti Clad Door Transom �� i. CONTINUOUS SEALANT AND BACKER ROD BY OTHERS �P T Standard- 6 9/6" Head & Sill 1 CONTINUOUS SEALANT BEHIND NAIL =LANCE BY INSTALLER Vertical/Fixed Section 3. R.O. SPACE. INSULATION BY OTHERS m 4. 114' SHIM SPACE SHOWN (TYP.), SHIM AS NECESSARY BY INSTALLER J 5. NON -COMPRESSIBLE SHIM (1/8' mir,. thickness) RECOMMENDED BY SPW, PROVIDED Q Z BY INSTALLER RD 6. CORROSION RESISTANT SCREWS APPLIED NO MOR= THAN 4" FROM CORNERS & EVERY 12" to 16" THEREAFTER BY INSTALLER (FASTENER TYPE DETERMINED BY s� o'er SPECIFIC WALL CONDITION) ��T O 7. WOOD INTERIOR TRIM BY OTHERS (F WA. 206 `' 8. BLOCKING OR SHIMS BY OTHERS g. WOOD JAMB EXTENSION BY SPW O 2 4 5 1 $ 10. SELF -ADHERED FLEXIBLE FLASHING OVER NAIL FIN BY INSTALLER 36"MIN HT. AGS STAINLESS 11. ALJMINUM FRAME EXPANDERS & RECEPTOR PROVIDED BY SPW,^' 1C INSTALLED BY OTHERS TOP MOUNT GUARDRAIL i 1 12.1 1/2" STEEL TUBING BY SPW O 13. SELF -ADHERED FLEXABLE FLASHING WRAPPED AROUND M STEEL TUBING BY INSTALLER AW WRB LAPPING OVER REGLET 1 V` of TREX RAIN ESCAPE S-LOCK REGLET W/4" 0 ROOF DECK SYSTEM OR MAIL FINS MUST BE CUT z W — VERTICAL FLANGE Q DUAL, INSTALL PER MFR SACK (BY OTHERS), AT LEAST InREQUIREMENTS 3/s" TO AVOID OVERLAPING w a WRAP UNDERLAYMENT & ROOF = 13 g V N MEMBRANE UP PARAPET WALL z DECK ABOVE STUDIO BEYOND 6 3 1 O N Z COMPOSITE DECKING o — — Cie 2X PT SLEEPERS W/ 1/4:12 MIN SLOPE w Z 41�— — — 1 Clad Patio Slider ine W P.T. 4x Standard- 6 %6" [dead & Sill 0 0 1 SEE 1/A4.5 ASSEMBLY R 3 i Vertical/Operable Section Lu 00 AZEK FASCIA BOARDLu J — —�— — — PRE -FINISHED METAL). FLASHING W/ DRIP EDGE V O PERFORATED PANELS i CLAD DOUR TRANSOM/CLAD PATIO SLIDER z W VERT. SECTION OF A HORIZ. BULLION Q PLYWOOD SHEATHING PROVIDE ACCESS PANEL ON W/ 1 1/2" TUBE STEEL STRUCTURAL SUP W � EITHER SIDE OF THE GUTTER I C 7 2X SLEEPERS W/ 1/4:12 MIN SLOPE I I V L GUTTER ; N W Q JOISTS PER STRL I DOWNSPOUT IN ' > FILL CAVITY SOLID W/ I I FOREGROUND ' z SPRAY FOAM, R-38 MIN I I I Q Lu I I Jr.1 16 Q Lu Lu W 0'.w ROOF DECK TO PONYWALL DETAIL WATERPROOF�DECKDETAIL SIERRA PACIFIC DOOR/TRANSOM DETAIL 1 SCALE: 1" = V-0" 2 SCALE:1" = 1'-0"3 ine A NOT TO SCALE Luz W rz V_ U) W 0 = PRINT DATE: 6/22/21 v DRAWING ISSUE: DATE: Q PRELIM. PRICING SET 03.10.21 Z PERMIT SET 06.18.21 O V 0 Q DRAWN BY: NC Z REVIEWED BY: TLR O 0 z O V Lu cr) L w > J O 0 w M Cie O V A501 X -L RES/pF Lu _j OG> Q z F�TTCF Wq. 26De,p O N O J 00 z W Q Lu 0 W cn o �Z W Cie CL. 0 o ce Z w Lu o O W Lu 19 o0J Q w � W ItA � 7 </� uj Q i z W � 0 Q DOOR SCHEDULE NOTES: Lu A� 1. DOOR SIZES ARE SLABS NOT ROUGH OPENINGS, UNO. W W V` 2. ALL GLAZING TO BE NRFC CERTIFIED. DOOR SCHEDULE w 1 SCALE:1' = V-0" z, 00 V � W 0 = PRINT DATE: 6/22/21 v DRAWING ISSUE: DATE: Q PRELIM. PRICING SET 03.10.21 Z PERMIT SET 06.18.21 O 0 Q DRAWN BY: NC REVIEWED BY: TLR Z O H 0 Z O W H ON Ow Lu Q J W Q WINDOW SCHEDULE NOTES: ce i�: w 1. WINDOWS ARE NOMINAL ROUGH OPENING, WIDTH AND HEIGHT. 2. ALL GLAZING TO BE NRFC CERTIFIED. V O 3. EGRESS MIN OPENING 24"H, 20"W, SILL HT 44" MAX, NET CLEAR OPENING 5.7SF. Q 4. CASEMENT WINDOWS USED FOR EGRESS MUST INCLUDE HARDWARE THAT ALLOWS THE < Q WINDOW TO OPEN A MINIMUM OF 90° AND PROVIDES FULL WIDTH CLEARANCE IN FULLY OPEN POSITION. z 5. ALL GLAZING WITHIN 18" OF FLOOR SHALL BE TEMPERED GLASS. Q 6. FOR ANY OPERABLE WINDOW LOCATED MORE THAN 6' ABOVE GRADE, THE BOTTOM OF (J THE OPENING MUST BE A MINIMUM OF 24" AFF. IF OPENING IS LOWER THAN 24", WINDOW WILL COMPLY IF IT DOES NOT OPEN MORE THAN 4" OR IF IT'S EQUIPPED WITH A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH ASTM F2090-10. 7. WINDOWS LESS THAN 10' ABOVE THE GROUND MUST HAVE LOCKS. 8. CLAD EXTERIOR COLOR TO BE CONFIRMED WITH OWNERS. 9. WINDOW TRIM AND SILL TO MATCH EXISTING WINDOWS. �Wvvll,NDOW SCHEDULE E:1' = V-0" A7ml DOOR SCHEDULE ID LOCATION TYPE DESCR. W HT THK MFR MATL GLZ TEMPERED MIN U-VAL SF NOTES D01 LIVING ROOM EXT. 4-PANEL SLIDING OXXO, GLAZED 10'-10" 8'-2 1/4" 1 3/4" SIERRA PACIFIC ALUMINUM CLAD DOUBLE PANE LOW E X .28 88.66 SIZE IS R.O., CUSTOM 11'Wx8'H PANEL SIZE. NARROW STILE. PRIMED INT TO BE PTD TO MATCH (E) SOUTH WINDOW. D02 POWDER INT. SWING SINGLE PANEL 2'-2" 6'-8" 1 1/2" SIMPSON WOOD SOLID CORE 15.75 MATCH (E)INT. DOORS D03 BATH INT. POCKET SINGLE PANEL 2'-4" 6'-8" 1 3/4" SIMPSON WOOD SOLID CORE 16.88 MATCH (E)INT. DOORS D04 ENTRY EXT. SWING TBD 3'-0" 6'-8" 1 3/4" TBD TBD DOUBLE PANE LOW E X .28 21.38 SELECTED BY OWNER IN SPEC LIST WINDOW SCHEDULE SIZE RO ID LOCATION TYPE MFR PRODUCT GLAZING U-VAL... TEMPERED EGRESS SQ. FT. NOTES WIDTH HEIGHT INSIDE CURB DIMS; CURB MOUNT; INCLUDE VELUX FLASHING KIT, SK01 1'-10 1l2" 2'-10 1/2" (N) BATHROOM SKYLIGHT VELUX FCM #2234. ALUMINUM CLAD LAMINATED DOUBLE PANE .28 X --- INSTALL PER MFR'S INSTRUCTIONS. SCREENS NOT REQUIRED PER IRC 2405.3.5 "W01a-d EO WIDTHS TO ALIGN WITH D01 PANELS. CONTRACTOR TO W01a 2'-9 3/4" 1'-4" (E) LIVING ROOM FIXED SIERRA PACIFIC CASEMENT PICTURE WINDOW DOUBLE PANE LOW E .28 4.39 CONFIRM WHETHER TALLER TRANSOM WINDOWS CAN FIT. PRIMED INT TO BE PTD TO MATCH (E) SOUTH WINDOW. SEE W01a W01b 2'-6" 1'-4" (E) LIVING ROOM FIXED SIERRA PACIFIC CASEMENT PICTURE WINDOW DOUBLE PANE LOW E .28 3.68 W01c 2'-7" 1'-4" (E) LIVING ROOM FIXED SIERRA PACIFIC CASEMENT PICTURE WINDOW DOUBLE PANE LOW E .28 3.80 SEE W01a W01d 1'-4" (E) LIVING ROOM SIERRA PACIFIC CASEMENT PICTURE WINDOW SEE W01a 2'-9 3/4" FIXED DOUBLE PANE LOW E .28 4.39 W02 3'-8" 5'-4" (E) BEDROOM FRENCH CASEMENT/ AWNING ABOVE SIERRA PACIFIC SEDONA PUSHOUT, FRENCH CASEMENT W/ DIRECT SET ABOVE DOUBLE PANE LOW E .28 X 20.99 PRIMED INTERIOR, SEE ELEVATION PRIMED INTERIOR. INSTALLATION IS AT SHOWER AREA: PAINT SUB W03 6'-6" 1'-6" (N) BATHROOM AWNING SIERRA PACIFIC SEDONA PUSHOUT DOUBLE PANE LOW E .28 X 10.48 TO SUGGEST OPTION FOR EXTERIOR GRADE WATERPROOF PAINT AT INT. TO BE APPROVED BY ARCH. PROVIDE SLOPED TILED SILL. W04 4'-3" 1'-6" (N)ENTRY AWNING SIERRA PACIFIC SEDONA PUSHOUT DOUBLE PANE LOW E .28 7.31 PRIMED INTERIOR W05 3'-0" 3'-0" (E) STUDY CASEMENT SIERRA PACIFIC SEDONA PUSHOUT DOUBLE PANE LOW E .28 9.96 r r � L J I I (2) DOWNLIGHTS INCORPORATED INTO DECK BELOW. CONFIRM SWITCHING LOCATION WITH OWNERS DECK AND COLUMNS AT BASEMENT LEVEL BELOW 1 A4.4 LIGHTING LEGEND O W RECESSED DOWNLIGHT, DAMP LOCATION C RECESSED DOWNLIGHT W WALL MOUNT FIXTURE, DAMP LOCATION { WALL MOUNT FIXTURE PENDANT FIXTURE TRACK LIGHTING RECEPTACLE -DOUBLE RECEPTACLE - QUAD SWITCH 3 3-WAY SWITCH D-ee- SWITCH - DIMMABLE 1� D 4 EXHAUST FAN, REFER TO A0.0 MECHANICAL VENTILATION © CARBON MONOXIDE DETECTOR SD SMOKE DETECTOR, HARDWIRED W/ BATTERY BACK-UP PER R313. OT PROGRAMMABLE THERMOSTAT ,,,*AEL RES/pF OAP i tiT Z O k� LuQ RDJ Z (F WA • 206 O N O J 00 041. 0 Z W Q In Lu 0 W O �Z (� � 0Q se LLJ ine Zw L Lu O 1 to ::E,Lu 0 J O V Q W � W Q Cie7 N Q Z � Q a Lu a Lu Lu W o� W ~ �1 ce V` Lu Z 7 ♦0 N Lu LIGHTING NOTES: In 1. RECEPTACLE AND SWITCH LOCATIONS TO BE = PRINT DATE: 6/22/21 DETERMINED. CONTRACTOR TO REVIEW WITH OWNERS. ~ DRAWING ISSUE: DATE: I I I 1 2. A MINIMUM OF 90% OF LAMPS IN NEW LIGHT () II II 1 1 4 1 A3.1 FIXTURES SHALL BE HIGH EFFICACY LAMPS PER a PRELIM. PRICING SET 03.10.21 R404. Z PERMIT SET 06.18.21 O 0 II II I II \ �4� I I I I - 1 Q DRAWN BY: NC A4.5 LOCATED AT UPPER N REVIEWED BY: TLR WALL, Z I y l HEIGHT TO BE O I I 1 1 CONFIRMED W/ OWNER H II II II I 0 � II II I I O I�----I�----1 1 V ---1 F-----1 r----1 1 MIN50 F/// I I I CFM Lu Z II II II I � ✓ N SKYLIGHT /0 W A4.4 J I I I I I MIN 50 CFM — ; 1..` II II II I I I PROVIDE MORE O I 11 SUBSTANTIAL WIRES FROM �� ae z I I BOOKSHELF TO OFFICE. O / I I� I CONFIRM WITH OWNER 1 V 6— t I I A4.3 a Z II II 11 � Z L l d \D W O J FIRST FLOOR LIGHTING PLAN A801 GENERAL NOTES 1.0 GENERAL 1.1 Construction shall conform to the 2018 INTERNATIONAL RESIDENTIAL CODE and all other requirements of authorities having jurisdiction. 1.2 These drawings are the property of O.G. Engineering, PLLC ("Engineer"). These drawings and the information contained herein shall not be used for completion of or revisions to this project by others, extensions of this project or any other project without Engineer's express written permission. 1.3 Refer to Architectural Plans for all dimensions and elevations not shown. Do not scale drawings. The contractor shall verify all pertinent dimensions and existing conditions prior to beginning construction. Conflicts, differences in information, and omissions in drawings shall be brought to the attention of the Engineer for resolution prior to construction. Changes from the drawings shall be made only with the prior approval of the Engineer. All work is subject to review and approval by the local building department. All work shall conform to all permit and building department requirements. All details shall be considered typical at similar conditions. Details shall be used where applicable, unless otherwise noted. Details intend to show concepts that may not exactly match specific site conditions. All work shown on these drawings is new unless noted as existing. 1.4 The contractor shall be solely responsible for jobsite and construction safety and compliance with all current safety regulations. Jobsite visits performed by the Engineer do not include a review of the adequacy of the contractor's safety measures. The Engineer has no authority to exercise any control over any construction contractor or their employees in connection with their work or any health or safety precautions. Only the final, permanent structure is shown on these drawings. The contractor shall be solely responsible for the means and methods of construction, including but not limited to construction sequencing and providing all necessary shoring, bracing and other temporary supports during construction. The contractor shall be solely responsible for obtaining all necessary independent engineering reviews of all temporary conditions and support systems during construction. 1.5 Utility information is not shown on these drawings. The contractor shall be solely responsible for locating and protecting utilities prior to and during construction. The contractor shall be solely responsible for all damage to utilities resulting from their work, and all damage to utilities shall be repaired solely at the contractor's expense. 1.6 All waterproofing and drainage information shown on these drawings is for illustrative purposes only. Waterproofing and drainage are the design responsibility of others. 2.0 DESIGN BASIS - BUILDING STRUCTURES 2.1 Vertical Loads (psf) Dead Live Snow Existing Roof 8 20 25 Addition Roof 13 20 25 Attic 7 20 Roof Deck 18 60 25 Deck 10 60 Existing Floor 12 40 2.2 Seismic Design Data (per the 2018 IBC) Risk Category: II Importance Factor: le=1.0 Site Coordinates: 47.6747°N, 122.2819°W Mapped Spectral Response Acceleration: Ss=1 .30, S1 =0.46 Site Class: C Spectral Response Coefficients: Sds=1.04 Seismic Design Category: D Main Seismic Force -Resisting System: Wood Structural Panel Shear Walls Response Modification Factor: R=6.5 Seismic Response Coefficient: Cs=0.16 Redundancy Factor: p=1.0 Over -strength Factor: St;=2.5 Analysis Procedure Used: Equivalent Lateral Force Procedure 2.3 Wind Design Data (per the 2018 IBC) Risk Category: II Basic Wind Speed: 98 mph Exposure Category: B Topographic Factor: 1.00 3.0 INSPECTIONS The construction work shall be inspected as required by the IRC Section R106. The contractor is solely responsible for understanding the requirements of and coordinating all inspections, observations and testing and ensuring that all required work is performed to the satisfaction of the inspector. 4.0 FOUNDATIONS 4.1 New foundations have been designed in accordance with recommendations in the Geotechnical Report (see below). The design basis is as follows: * Allowable Vertical Bearing Pressures: Dead + Live 2000 psf Dead + Live + Short Term 2667 psf 4.2 All site preparation, grading, earthwork and site drainage, including but not limited to sub -grade preparation, foundation excavations, structural fill specifications, compaction requirements, and site drainage installation, shall be performed in accordance with the Geotechnical Report prepared by the Geotechnical Engineer, GEO Group Northwest, Inc., dated March 4, 2021. The Geotechnical Report is part of the construction documents and a copy may be obtained from the Geotechnical Engineer's office. The contractor shall notify GEO Group Northwest, Inc. (425-649-8757) in advance of any earthwork operations and GEO Group Northwest, Inc. should be present to observe and test, as necessary, the earthwork and foundation installation phases of the project. 4.3 In accordance with the Geotechnical Report, all new foundations shall bear on underlying competent medium dense to very dense glacially consolidated site soils or compacted structural fill placed on top of the competent site soils. If loose soils are encountered at the foundation subgrades, over -excavate the loose soils down to competent soils and replace the loose soils with compacted structural fill (see Geotechnical Report for fill specifications). 5.0 MATERIALS 5.1 Wood: 5.1.1 All untreated sawn lumber shall be Douglas Fir grade number 2, U.O.N. Mudsills and all sawn lumber in contact with concrete, masonry, ground, exposed to weather or moisture, shall be P.T. Hem Fir or Doug Fir grade number 2, U.O.N. Preservative retention levels in P.T. wood shall meet the requirements of the applicable use category in accordance with AWPA U1-16, and shall not exceed those required to comply with AWPA Use Category UC4A. Do not use wood treated with ACZA. Field -cut ends, notches and drilled holes of P.T. wood shall be treated in the field in accordance with AWPA M4. P.T. is not required at naturally decay -resistant (i.e. redwood, cedar etc.) sawn lumber members. 5.1.2 Engineered Wood Framing Members shall be TrusJoist@or approved equal. 'PSL' denotes Parallam 2.2E. 'LVL' denotes Microllam 2.OE. 5.1.3 All wood framing members shall have 19% maximum moisture content at time of installation. 5.2 Concrete: Hardrock, normal -weight concrete with a minimum 28-day compressive strength of 3,000 psi for concrete exposed to weather and 2,500psi for concrete not exposed to weather. Slump range shall be 3-5 inches. Maximum aggregate size shall be 1". Maximum water/cement ratio shall be 0.5. Concrete exposed to weather shall be air -entrained with total air content between 5%-7% of total concrete volume. 5.3 Reinforcing Steel Bars: ASTM A615, Grade 60 5.4 Post -Installed Dowels & Anchors into Existing Concrete & CMU Epoxy: Simpson SET-3G (Installed & inspected per ICC No. ESR-4057) 5.5 Bolts and Threaded Rods: 5.5.1 Threaded Rod: ASTM F1554 Grade 36 5.5.2 Sill Anchor Bolts: ASTM A307 Bent bar "J" anchor bolts shall have a hook with a 90-degree bend with an inside diameter of three bolt diameters, plus an extension of one and one half bolt diameters at the free end. 5.5.3 Bolts in Timber Connections: ASTM A307 5.6 Structural Steel: Rectangular Tube (HSS): Plate and Bar: 6.0 CONCRETE CONSTRUCTION A500 Gr. B (Fy = 46 ksi) A36 (Fy = 36 ksi) 6.1 Concrete elements shall be constructed in single continuous pours, without construction joints, unless otherwise approved by the Engineer. Reinforcement shall be the longest lengths practical. Splices in rebar are not allowed in footings or walls less than 20 feet long. Lap splices shall be staggered at least 2 ft. in adjacent bars. Where reinforcement or anchor edge distances are noted on the drawings as "clear", the distance shall be taken from the face of reinforcement or anchor to edge of concrete. Cast -in -place reinforcement and anchor bolts shall be installed prior to concrete placement and shall not be "wet -set" into freshly poured concrete. 6.2 Reinforcement installation details, including rebar bends, hooks, splices and development lengths shall be in accordance with the requirements of IRC Section R608.5.4, U.O.N. Concrete materials, forms, mixing and delivery shall be in accordance with the requirements of the IRC Section R404.1.3.3. 6.3 Concrete Coverage over Reinforcing Steel Unless otherwise noted, maintain the minimum concrete cover to face of reinforcement or anchors as follows: 1) 3" Where concrete is cast against and permanently exposed to earth except slab on grade. 2) 2" Where concrete is exposed to earth but formed, or exposed to weather. 3) 12" Where concrete is not exposed to earth or weather. 6.4 Slabs on Grade 6.4.1 Crack Control Joints Cut crack control joints in top of slab @10'-0"o.c. (max.) each way. Joint depth shall be 4 of the slab depth or 1 ", whichever is greater. Joints shall be conventional saw -cut within 4 to 12 hrs of concrete placement, or early -entry saw -cut within 1 to 4 hrs of concrete placement. Jointed panels shall be rectangular, as square as possible, with a max length -to -width ratio of 12:1. 6.4.2 Slab Sub -Base Slab sub -base shall be $" to 4" clean, crushed drain rock, compacted to a firm and unyielding condition. 7.0 WOOD CONSTRUCTION 7.1 General Framing Connections not specified on these drawings shall conform to the IRC fastening schedule, refer to Table R602.3(1 ). Depth of all posts in walls shall match stud depth, U.O.N. Block floor joist space solid under posts and cripple studs supporting headers and continue support to foundation. Face nail all plies of multi -ply studs with 10d@6"o.c. Obtain approval from engineer prior to ripping or creating notches or holes in framing members, U.O.N. Install double joists below all new interior walls parallel to floor joists and solid blocking below all new interior walls perpendicular to floor joists (NSFC on plan), U.O.N. All beams shall be continuous across supports unless explicitly shown as multiple pieces. Install full depth blocking between framing members over supports, unless otherwise noted. 7.2 Engineered Wood Framing See TrusJoist "Installation Guide for Floor and Roof Framing" (TJ-9001) for allowable holes in engineered wood beams. 7.3 Fasteners Nails specified on these drawings are common nails, U.O.N. Fasteners in contact with P.T. wood, exposed to weather or in contact with ground shall be hot -dipped galvanized per IRC Section 317.3, or shall have equivalent corrosion resistance. Dissimilar metals & coatings shall not be in contact. Bolt holes shall be a minimum of 32" to a maximum of 16" larger than the bolt diameter. Bolts shall not be forcibly driven, and shall be tightened to the snug -tight condition. Install standard cut washers under all bolt heads and nuts bearing against wood. 7.4 Connectors Connectors specified on these drawings are manufactured by the SIMPSON STRONG-TIE@Company, U.O.N. Refer to latest catalog for information not specifically noted herein. Connectors in contact with P.T. wood, exposed to weather or in contact with ground shall be ZMAX or HDG galvanized. All connectors shall receive the maximum number of fasteners, U.O.N. Dissimilar metals & coatings shall not be in contact. Shim gaps in connectors for different framing sizes with plywood as required. Non -field -adjustable hangers specified as sloped or skewed shall be manufactured sloped or skewed. 7.5 Wood Structural Panels WSPs shall bear the APA trademark and shall meet the requirements of the latest edition of USDOC PS1 or PS2. Use 10d common wire nails to fasten panels with 12" minimum penetration into framing at all panel edge and field nailing, U.O.N. Nails shall be located at least $" from panel ends and edges. Stagger nails at adjoining panel edges. Drive nail heads flush with panel surface. Maintain $" gap between all adjoining panel edges. Center interior panel joints on framing members or blocking. Provide 2" space between untreated panel and concrete or masonry. Minimum panel dimension shall be 2'-0". Panel storage and handling during transport and construction shall be in accordance with APA recommendations and shall protect the panels from prolonged exposure to moisture from rain, snow, ground or other sources. WSPs permanently exposed to weather shall be exterior grade. 7.6 Shear Walls and Exterior Wall Sheathing 7.6.1 Shear walls are noted on the plans. Shear walls shall be sheathed with 2" APA RATED SHEATHING, EXPOSURE 1 WSPs with a span rating of 32/16. Panels shall not be less than 4'-0"x8'-0", except at boundaries and changes in framing. Panels shall be laid with strength axis vertical. Install 2x blkg under all unsupported panel edges; all panel edges shall be supported by and fastened to min. 2x common studs or blocking, U.O.N. on shear wall schedule. Edge nail panels to posts within shear walls. Install double stud or min. 4x post at the ends of all shear walls. Provide solid blocking under double studs & posts between floors and continue support to foundation. See shear wall schedule for more information. 7.6.2 WSP Wall Nailing, U.O.N.: Panel Edge Nailing: 10d@6"o.c. maximum. Intermediate (Field) Nailing: 10d@12"o.c. maximum. 7.6.3 All new exterior walls not called out as shear walls shall be sheathed on their exterior face with 2" APA RATED SHEATHING, EXPOSURE 1 WSPs with a span rating of 32/16 and nailing per note 7.6.2., U.O.N. All other fasteners & re uirements shall conform to the shear wall schedule for wall type 1� . 7.7 Holdowns and Tiedown Straps Holdowns and tiedown straps shall be attached to double studs or min. 4x posts, U.O.N. See latest Simpson Catalog for additional requirements not noted herein. See holdown schedule for anchor bolt sizes and additional specifications. Refer to note 7.1 for nailing and framing requirements at holdown/tiedown posts. Install solid post at shear wall corners or intersections where holdowns/tiedowns occur. All holdowns/tiedowns shall have the maximum number of fasteners. 7.8 Sill Anchor Bolts There shall be a minimum of two sill anchor bolts per piece with one bolt located not more than 12" or less than 42" from each end of each piece. Holes in sills for bolts shall not be oversized. Sill anchor bolts shall be 5110 with 7" min. embed. into concrete. Sill anchor bolts into existing concrete shall be all -thread rod, drill and epoxy. See shear wall schedule for spacing of sill anchor bolts in shear walls. Maximum sill anchor bolt spacing at non -shear -walls shall be 6'-0"o.c. at interior walls and 4'-0"o.c. at exterior walls. All sill anchor bolts at shear walls and mudsills shall be installed with 0.229"x3"x3" steel plate washers. Edge of sill anchor bolt plate washers shall be located 2" max. from inside face of wall sheathing or rim joist where occurs. 7.9 Floor and Roof Sheathing 7.9.1 Wood structural panel sheets at floors and roofs shall be laid with strength axis perpendicular to supports and continuous over two or more spans, unless otherwise noted on drawings. Stagger adjacent panels 4'-0"o.c. lengthwise. 7.9.2 Unless otherwise noted, typical roof sheathing shall be unblocked 8" APA RATED SHEATHING, EXPOSURE 1 WSPs with a span rating of 40/20. Panels shall be fastened to framing members with 10d nails @69'o.c. at all supported panel edges and 10d nails @12"o.c. intermediate (field) nailing. Install 'PSCL' sheathing clips (one mid -way between each support) at all unsupported panel joints. 7.9.3 Unless otherwise noted, typical floor sheathing shall be unblocked 3" APA RATED STURD-I-FLOOR EXPOSURE 1 WSPs with a span rating of 48/24 and T&G edges. Panels shall be fastened to framing members with 10d nails @6"o.c. at all supported panel edges and 10d nails @12"o.c. field nailing. Glue sheathing to all supports (including blocking) with 4" minimum beads of approved adhesive meeting APA specification AFG-01. 7.9.4 Existing Lumber Floor & Roof Board Sheathing Where new edge nailing of existing lumber board sheathing is specified on these plans, that nailing shall be 10d, (2) at each 1 x6 lumber board, or (3) at each 1 x8 board. 8.0 STRUCTURAL STEEL Steel fabrication and erection shall be in accordance with "Specification for Structural Steel Buildings" (AISC 360). Welding shall be in accordance with "Structural Welding Code - Steel" (AWS D1 .1) Specifications. Minimum tensile strength of weld metal shall be 70 ksi, U.O.N. Welding electrodes shall be as recommended by their manufacturer for the position and other conditions of actual use. All welding shall be performed by AWS Certified Welders. Bolt holes shall be drilled or punched. Bolt holes shall be standard, and hole size shall be 16" larger diameter than the nominal size of bolt used, U.O.N. Bolts shall be installed snug -tight, U.O.N. All steel framing and fasteners exposed to weather or in contact with ground shall be hot -dipped galvanized after fabrication to meet the requirements of ASTM 153. Upon completion of erection; touch-up, de -slag, clean and apply zinc -rich primer to exposed welds or other unprotected markings incurred during the transportation, handling or erection process. Dissimilar metals & coatings shall not be in contact. No penetrations shall be made through steel framing except as specifically indicated on these structural drawings or with the prior written permission of the engineer. Submit shop drawings to architect and Engineer for review and acceptance prior to fabrication. 4" 94" MIN ROUGHEN (E) FOUNDATION SURFACE TO 4" AMPLITUDE (E) OR HARDENED CONCRETE FOUNDATION (PROFILE & SIZE VARY; V.I.F.) #4 EPDXY REBAR DOWELS TO MATCH LAYOUT AND SPACING OF NEW FOUNDATION REINFORCEMENT NEW FOUNDATION (PROFILE & SIZE VARY; REFER TO OTHER DETAILS) TYP I CAL N EW TO EXISTING FOUNDATION SCALE: NTS MAMWAIRM51IATIadNEWS 90° BENC INTERSECTION CORNER TYPICAL FOOTING AND WALL CORNERS SCALE: NTS SLAB ON GRADE DETAIL KEY HORIZONTAL 1O SLAB ON GRADE PER PLAN O RIGID INSULATION BY ARCHITECT (S.A.D.) O3 4" SUB -BASE PER GENERAL NOTE 6.4.2 4O VAPOR RETARDER BY ARCHITECT (S.A.D.) O5 CRACK CONTROL JOINTS PER GENERAL NOTE 6.4.1 OW.W.F. PER PLAN. USE SPACERS BELOW MESH TO MAINTAIN POSITION AT CENTER OF SLAB _ TYPICAL SLAB ON GRADE SCALE: NTS ABBRE DATIONS @ AT ADJ. ADJACENT ALT. ALTERNATE ARCH. ARCHITECT A.T.R. ALL -THREAD ROD B.F. BALLOON -FRAMED BLKG BLOCKING BLW. BELOW BM BEAM BOTT. BOTTOM C.I.P. CAST -IN -PLACE C.J. CONSTRUCTION JOINT CL CENTERLINE CLR. CLEAR CONT. CONTINUOUS CSK. COUNTERSINK 0 DIAMETER DBL. DOUBLE DF DOUGLAS FIR DIM DIMENSION D.J. DOUBLE JOIST D.R. DOUBLE RAFTER ELEV. ELEVATION EMBED. EMBEDMENT ENGR. ENGINEER E.N. EDGE NAILING E.O.R. ENGINEER OF RECORD EQ. EQUAL E/W EACH WAY (E) EXISTING F.J. FLOOR JOIST F.N. FIELD NAILING FTG FOOTING G.L. GRID LINE GLB GLULAM BEAM G.C. GENERAL CONTRACTOR H.D.G. HOT -DIPPED GALVANIZED HDR HEADER HF HEM FIR IBC 2018 INTERNATIONAL BUILDING CODE@ INV. INVERTED IRC 2018 INTERNATIONAL RESIDENTIAL CODE@ K.D. KILN -DRIED LUMBER LOCN LOCATION MAX. MAXIMUM MANUF. MANUFACTURER M.B. MACHINE BOLT MIN. MINIMUM NSFC NOT SHOWN FOR CLARITY N.T.S. NOT TO SCALE o/ OVER 0.c. ON CENTER O/H OPPOSITE HAND OPNG OPENING PL PLATE PSF POUNDS PER SQUARE FOOT PT PRESSURE -PRESERVATIVE -TREATED QUAD. QUADRUPLE REQ'D REQUIRED RFT RETROFIT R.R. ROOF RAFTER R.W. REDWOOD S.A.D. SEE ARCHITECTURAL DRAWINGS SBC 2018 SEATTLE BUILDING CODE@ S.O.G. SLAB ON GRADE SRC 2018 SEATTLE RESIDENTIAL CODE® SIM. SIMILAR SQ. SQUARE STD STANDARD S.W.S. SHEAR WALL SCHEDULE T.B.D. TO BE DETERMINED T&B TOP & BOTTOM T&G TONGUE & GROOVE T.O. TOP OF TRPL. TRIPLE TYP. TYPICAL U.O.N. UNLESS OTHERWISE NOTED U/S UNDERSIDE u/ UNDER V.I.F. VERIFY IN FIELD W.R.C. WESTERN RED CEDAR WSP WOOD STRUCTURAL PANEL OTE: GABLE END WALL STUDS SHALL BE B.F. FULL EIGHT FROM FLOOR SOLE PLATE TO SLOPED ROOF DBL OP PLATE. DO NOT PLATFORM FRAME GABLE END WALL HEADER SCHEDULE, U.O.N. „W„ MAX. OPENING MIN. HEADER 4'-0" 4x6 6'-0" 4x8 8'-0" 4x 10 10'-0" 4x12 CONT. 2x6 PLATE T&B 'A35' T&B, EAC END OF HEADE AT EXTERIO WALLS WHERE "W' EXCEEDS 4'-0' (2) 2x TOP PLATES. FACE NAIL PLATES WITH 10d@12"o.c. AT FLAT CORNERS & I POST w/ SIZE TO MATCH POST ABV INTERSECTIONS, LAP AND FACE NAIL TO WHERE OCCURS I PLATES WITH (4) 10d. REFER TO TYPICAL DETAIL FOR TOP PLATE SPLICE EADER PER SCHEDULE TO LEFT, U.O.N. ON PLAN H R R 10d@6"o.c. T&B HEADER PER SCHEDULE, AT EXTERIOR WALLS U.O.N. ON PLAN WHERE "H" EXCEEDS RIGID INSULATION ON 8'-0", INSTALL 1 INTERIOR SIDE OF HEADER ADDED KING STUD AT BY ARCH. — S.A.D. EACH SIDE OF OPENINGS WITH MAX EXTERIOR HEADER ® 2x6 WALLS of (3) 2x KING STUD TYPICAL STUD WALL FRAMING SCALE: NTS UI SPLICE LC DBL SILL AT WINDOW CONDITION FACE NAILED w/ 16d@12"o.c. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 'A35' EACH END I OF DBL SILL PLATE AT EXTERIOR WALLS WHERE "W" EXCEEDS 4'-0" I DTI-----IT----TT --I I II II II I I II II II I II II II I I II II II I I II II II I I II II II I II II II I 1L_ 2x6 STUDS @16"o.c. AT EXTERIOR WALLS, MIN. 2x4 STUDS @16"o.c. AT INTERIOR WALLS FACE NAIL EACH ADDED KING STUD WITH 10d@6"o.c., TYP. 2x KING STUD SOLID BLOCKING (TO MATCH STUD SIZE) AT STUDS OVER 10'-0" HIGH AT MID —HEIGHT, CONTINUOUS 2x CRIPPLE STUD, FACE NAILED TO KING STUD WITH 10d@6"o.c. USE DOUBLE CRIPPLE STUD FOR HEADER SPANS > 4'-0" OR AT -4'—n" LAIKI TYP. 2z NOTE: AT DOOR CONDITION, ALIGN BOTTOM EDGE OF STRAP STRAP PER SCHEDULE BELOW — EXTEND MIN. 3'-0" PAST OPENING EACH SIDE (OR TO END OF WALL) OVER 2x4 FLAT BLOCKING BTWN STUDS. PLACE STRAP OVER WALL SHEATHING. STRAP SCHEDULE SHEAR WALL MARK STRAP 10 CS20 �2 CS16 03 CS16 ® CS1 4 HEADERS SUPPORTING BEAMS w/ BOTTOM EDGE OF HEADER, OMIT STRAP BLW DOOR OR POSTS, FACE NAILED w/ 1 Od@6"o.c. TYPICAL S H EARWALL STRAP AROUND OPENINGS 2x P.T. MUDSILL OR SCALE: NTS SOLE PLATE HERE 'A35' T&B OF KING STUDS AT EXTERIOR WALLS. WHERE AT EXTERIOR WALLS W "W" EXCEEDS HERE "W" 9'W" EXCEEDS 4'-0", INSTALL (2) 'A35' T&B. USE INSTALL 1 ADDED KING STUD LTP4 IN LIEU OF 2ND A35 WHERE SILL PLATE ENDS AT EACH SIDE OF OPENINGS AT DOOR OPENING 1 nmai a"„ I AP PI ATF(-, A'—n"MIN i nireb1 a"„ TYPICAL DOUBLE TOP PLATE SPLICE SCALE: NTS FOUNDATION LEGEND UPPER FLOOR LEGEND TE TE SPLICE OVER STUD) SPLICE ONLY WHERE OCCURS ON PLAN�� o I� BEAM PER PLAN 'AC' F POST MID CONDITION "u" L;I BEAM TO ISOLATED POST - SCALE: NTS ROOF LEGEND SHEAR WALL SCHEDULE (1 /2" SHEATHING -RATED WOOD STRUCTURAL PANELS) SHEAR WALL MARK CAPACITY PLF ( ) EDGE NAILING "A" 2 FIELD NAILING FRAMING AT ADJOINING PANEL EDGES SOLE PLATE FASTENERS B FRAMING CLIPS " " C SILL ANCHOR SPACING — BOLT D " 10 310 1Od@6"o.c. 1Od@12"o.c. 2x NOMINAL 'SDS25600' @ 8"o.c.4 'A34' OR 'LTP4' @ 16"o.c5 4'-0"o.c.6 20 460 1Od@4"o.c. 1Od@1299o.c. 2x NOMINAL 9SDS25600' @ 8'o.c.4 1A34' OR 'LTP4' @ 8990.c.5 21-899o.c.6 03 600 1Od@3"o.c. 1Od@12"o.c. 3x OR 2-2x NOMINAL3 'SDS25600' @ 8"o.c.4 'A34' OR 'LTP4' @ 8"o.c.5 2'-8"o.c.6 (A)770 1Od@2"o.c. 1Od@1299o.c. 3x OR 2-2x NOMINAL3 9SDS25600' @ 499o.c.4 1A34' OR 'LTP4' @ 899o.c.5 19-4"o.c.6 DBL SIDED ( 920 1 Od@4"o.c. 1 Od@12"o.c. 3x OR 2-2x NOMINAL3 'SDS25600' @ 4"o.c. 4 'A34' OR 'LTP4' @ 4"o.c.5 1'-4"o.c.6 DBL SIDED 30 1200 1Od@39'o.c. 1Od@1299o.c. 3x OR 2-2x NOMINAL3 'SDS256009 @ 499o.c.4 'A34' OR 'LTP4' @ 499o.c.5 1'-4"o.c.6 DBL SIDED ® 1540 1 Od@2"o.c. 1 Od@12'o.c. 3x OR 2-2x NOMINAL3 'SDS25600' @ 3"o.c. 4 'A34' OR 'LTP4' @ 4"o.c.5 89'o.c. 6 NOTES 1) STAGGER ROWS OF EDGE NAILING 2" APART. ON DBL SIDED WALLS, STAGGER EDGE NAILS ON PANELS ON OPPOSITE SIDES OF WALL. 2) NAILING TO ALL INTERMEDIATE FRAMING MEMBERS IN FIELD OF PANEL 3) PANEL EDGE NAILING SHALL BE STAGGERED. 2-2x FRAMING MEMBERS SUPPORTING PANEL EDGES SHALL BE FACE NAILED WITH 10d, SPACING TO MATCH PANEL EDGE NAILING, STAGGERED. STAGGER PANEL EDGES IN OPPOSITE PANELS MIN. 2'-0" APART ON DBL SIDED SHEAR WALLS. 4) SCREWS SHALL HAVE MIN. 2" PENETRATION INTO RIM JOIST/ BLOCKING — USE LONGER SCREWS IF NECESSARY. 5) FRAMING CLIPS ARE ONLY REQUIRED WHERE SPECIFIED ON FRAMING DETAILS. INCREASE FREQUENCY OF FRAMING CLIPS BY 25% AT "STRUCT 1" SHEAR WALLS WHERE OCCURS. 6) SEE GENERAL NOTES 7.6 & 7.8 FOR MORE INFORMATION. SHEAR WALL SCHEDULE (S.W.S.) SCALE: NTS 16d w/ SPACING TO MATCH E.N., TYP. INTO HOLDOWN POST WSP E.N., TYP. INTO EDGE STUD BEAM PER �� PLAN POST PER PLAN END CONDITION HOLDOWN PER PLAN (MAY OCCUR ON OTHER SIDES PER PLAN) WSP SHEAR WALL PER PLAN (MAY OCCUR ON ONE OR BOTH SIDES PER PLAN) --STUD WALL EDGE STUD, TYP. HOLDOWN POST PER PLAN HOLDOWN AT CORNER SCALE: NTS (2) ROWS 10d OR 16c (AT 3" OR 31" TOTAL BEAM, THICKNESS RESPECTIVELY) @12"o.c (3"o.c. NET), STAGGEF EACH SIDE SOLE PLATE rvz)i ER FLOOR PLAN SHEATHING FLOOR JO (ORIENTAI jJ L WALL DBL SOLID BLKG TOP PLATE (THICKNESS 1 MATCH POST 'A34' EACH SIDE, T&B POST PER PL POST IN WALL AT FLOOR SCALE: NTS HOLDOWN SCHEDULE HOLDOWN ANCHOR ANCHOR EMBEDMENT HDU2 SB5x24 18" HDU4 SB5x24 18" HDU5 SB5x24 18" (2) ROWSILAN 'SDWS22400DB' NET), STAGGER EACH SIDE N 2—PLY (DBL (32" MAX. TOTAL THICKNESS) (2) ROWS N 'SDWS2260ODB' NET), STAGGER EACH SIDE 3—PLY (TRPL� (54" MAX. TOTAL THICKNESS) TYPICAL MULTI -PLY BEAM FASTENING SCALE: NTS HOLDOWN PER PLAN WHERE OCCURS, ABOVE AND BELOW FLOOR TIEDOWN STRAP PER PLAN WHERE OCCURS SOLID BLKG BTWN JOISTS ISTS PER PLAN UNDER HOLDOWN/ TIEDOWN ION MAY VARY) POST A.T.R. TO MATCH HOLDOWN ANCHOR SIZE 0 DEPTH) kN NOTES: 1) SEE GENERAL NOTE 7.7 FOR ADDITIONAL HOLDOWN SPECIFICATIONS NOT NOTED HEREIN. 3) NOT ALL FOUNDATION REINFORCEMENT SHOWN FOR CLARITY (REFER TO OTHER DETAILS) WSP SHEAR N 4—PLY (QUAD), OR 1 FB2 (7" MAX. TOTAL THICKNESS, OR 1 FB2) HOLDOWN/ TIEDOWN POST PER PLAN FLOOR SHEATHING FLOOR JOISTS HOLDOWN POST TO RECIEVE PER PLAN, SHEAR WALL EDGE NAILING LTYPE/ORIENTATION WHERE SHEATHING OCCURS, MAY VARY FROM TYP. THAT SHOWN SHEAR WALL SHEATHING (MAY NOTE: REFER TO GENERAL OCCUR ON INTERIOR PER NOTE 7.7 FOR ADDITIONAL PLAN AND OTHER DETAILS) INFORMATION TYPICAL UPPER FLOOR HOLDOWN( G SCALE: NTS OR TIEDOWN STRAP � WALL PE HOLDOWN PLAN OST PER °° PLAN °°°° HOEDOWN PER PLAN O °° MUDSILL (SILL OLTS NOT SHOWN FOR CLARITY) MIN. #4 o CONTINUOUS BAR o a MAY BE STEM OR m w WALL REBAR) :2-1 14„ w 0 �w 0= 2 U U N Z a w U z HOLDOWN ANCHOR m PER SCHEDULE ADJ. M o FOOTING WHERE OCCURS ER PLAN (PROFILE MAY VARY FROM SHOWN) TYPICAL HOLDOWN AT K SCALE: NTS FOUNDATION HOLDOWN SCHEDULE HOLDOWN ANCHOR ANCHOR EMBEDMENT MIN. EDGE DISTANCE HDU2 s"0 A.T.R. 18" 3" HDU4 51,0 A.T.R. 18" 3" HDU5 51,0 A.T.R. 18" 3" HOLDOWN POST PER PLAN HOLDOWN PER PLAN WSP SHEAR WALL PER PLAN (CONNECTIONS NOT SHOWN FOR CLARITY; REFER TO OTHER DETAILS) 'CNW' COUPLER AT ANCHOR SPLICE IF REQ'D BLOCK SOLID UNDER (E) MUDSILL HOEDOWN POSTS (SILL BOLTS NOT SHOWN FOR CLARITY) w > .0 om wQ m : J w D �o Ow U U co aft� w m a L z_ a „D„ „D„ M > MIN. MIN. (E) FLOOR FRAMING ER PLAN (ORIENTATION VARIES) HOLDOWN ANCHOR PER SCHEDULE ABOVE. DRILL & EPDXY INTO (E) FOUNDATION (E) FOUNDATION ---(PROFILE MAY VARY FROM THAT SHOWN) TYPICAL HOLDOWN AT EXISTING SCALE: NTS rUUINUAIIUIN PLAN LEGEND CONCRETE SPREAD FOOTING PER FOUNDATION SCHEDULE BELOW (E) CONCRETE CONCRETE STRIP FOOTING (E) FULL HEIGHT CONCRETE FOUNDATION WALL (V.I.F. WHERE SUPPORTING NEW BEAMS OR POSTS) (E) CMU FOUNDATION WALL (U.O.N. @ BRICK VENEER) (E) STONE RUBBLE FOUNDATION WALL NEW OR EXISTING STUD WALL ABOVE FLOOR NEW OR EXISTING WALL BELOW FLOOR NEW OR EXISTING WINDOW BY ARCH (S.A.D.) OR ��� POST ABOVE OR BELOW FLOOR PER S2 S7 S7 � K POST & HOLDOWN PER S2 EPDXY REBAR DOWEL NEW q E- TO (E) FOUNDATION PER S1 OFFSET FOOTING FROM POST AS REQ'D TO OFP ATTEMPT TO KEEP FOUNDATION WORK OUT OF E BATHROOM MINIMIZE OFFSET UNDERPIN E SLAB w NEW PAD FOOTING. USE ABAZ UPF POST BASE w/ 2"0 EPDXY ANCHOR @ NEW POST THRU (E) SLAB w/ 8" EMBED. INTO NEW FOOTING V.I.F. MIN. 12" WIDE PERIMETER STRIP FOOTING BELOW NEW POST; IF DIFFERENT, VEF NOTIFY ENGR FOR ADD'L REQUIREMENTS PRIOR TO CONSTRUCTION (ADDITIONAL FOOTING WORK MAY BE REQ'D) FOUNDATION SCHEDULE F1 16" WIDE TURNED PERIMETER STRIP -DOWN FOOTING PER A S7 0 2'-0"SQ. STEEL ENTRY POST PAD FOOTING PER B S7 6 FOUNDATION WALL BUILD-OUT(C BLW WINDOW SEAT PER S7 6 2'-0"SQ. DECK POST PAD FOOTING PER D S7 6 2'-0"SQ. INTERIOR PAD FOOTING PER S� UPF NOTE: SEE SHEET S1 , GENERAL NOTE 4.3 FOR OVER —EXCAVATION REQUIREMENTS IF LOOSE SOILS ARE ENCOUNTERED AT FOUNDATION SUBGRADES UPF m " m m 7m_ PERMIT SET Z 0 d C) V) w 0 Z O O O Q J N Q O co M Z Y N > Q O M m Q C:6 Z O t Q o E _0 w p Q p t 00 , o E -0 p w w p Q O L Z O w d' J CL U U a00 � OLLj p Lu Z Qo m NN0� N od � O�NON SCALE: AS NOTED JOB NO. 21018 SHEET. NO. S3 I'LAN LEGEN-1 NEW OR EXISTING STUD WALL ABOVE FLOOR C — — — — NEW OR EXISTING WALL OR FOOTING BELOW FLOOR NEW OR EXISTING WINDOW BY ARCH (S.A.D.) O W.S.P. SHEAR WALL TYPE XOw/ MIN. S2 S7 S7 S8 S8 S8 LENGTH 'L' PER tk tk OR ��� POST ABOVE OR BELOW FLOOR PER SZ OR `1- T C) POST & HOLDOWN OR TIEDOWN STRAP PER G —L * S2 S2 EPDXY REBAR DOWEL NEW SLAB/FTG TO (E) SLAB OR FOUNDATION WALL w/ #3x24"LONG @18"o.c. w/ 4" EMBED. INTO (E) CONCRETE, PLACED @ (E) OR NEW SLAB MID —DEPTH METAL STRAP PER PLAN 'MSTA30' WEST STRAP SIDE OF BEAM TO ADJ. 1ST1 DBL TOP PLATE (PLACE BELOW RD132) EAST END OF BEAM SHALL BEAR ON EBW (E) CONCRETE FNDN (NOT CMU) SOG 4" CONCRETE SLAB ON GRADE C w/ 6x6—W4.5xW4.5 W.W.F. PER S1 PERMIT SET u L — EFB I N f 6, rn _ N EFB (E) FLUSH BEAM (ASSUMED) a li 0 EHDR I (E) DROPPED HEADER OVER WALL OPENING BELOW ESOG I (E) CONCRETE SLAB ON GRADE BEAM HANGER FLUSH —FRAMED JOIST OR BEAM CONNECTION; SEE FRAMING SCHEDULE FOR HANGERS, U.O.N. ON PLAN OR DETAILS (JOIST HANGERS NOT SHOWN ON PLAN FOR CLARITY) JOIST OR BEAM BEARING ON DROPPED BEAM OR HEADER (BEARING WALL SIM). POST DOWN TO HEADER WHERE OCCURS (POST WIDTH TO MATCH BEAM, NOT SHOWN FOR CLARITY). INSTALL FULL —DEPTH BLKG EACH SIDE OF JOIST OR BEAM OVER SUPPORT FFIRAWNG SCHEDULE CALLOUT JOIST/BEAM HANGER REFER TO DETAILS) (U.O.N. ON PLAN) (OR SEE NOTES BLW) 1 FB1 TRPL 13x74 LVL N/A C (FLUSH) S2 1 FB2 QUAD AxA LVL N/A C (FLUSH) S2 DBL 14x74 LVL C F I—J RDJ1 @16"o.c. LUS48 S2 S7 S7 RDB2 DBL 13x74 LVL HUC48TF C I—J S2 S7 54x92 PSL (TOP RDB3 FLUSH w/ T.O. (E) N/A F FLOOR JOISTS)S7 DJ4 2x8 PT @16"o.c. LUS28Z L s7 D135 6x8 PT N/A L s7 INSTALL 2x4 CRIPPLE WALL ABOVE TO SUPPORT (E) RDB6 DBL 13x74 LVL HUC48TF RAFTERS; HANG (E) CEILING JOISTS OFF SIDE OF RD136 w/ 'LUS' HANGERS (V.I.F. FIT PRIOR TO PURCHASE) EHDR NOTE: ALL FRAMING MEMBERS SHOWN ON THIS PLAN BUT NOT EXPLICITY CALLED OUT ARE (E) 2x8 FLOOR JOISTS @16"o.c., U.O.N. FRAMING DIRECTION HAS BEEN ASSUMED IN SOME AREAS; V.I.F. FRAMING DIRECTION & PROVIDE 'LUS28' OR 'LU28R' HANGERS AT (E) JOISTS FRAMING INTO NEW BEAMS (V.I.F. JOIST SIZE & HANGER FIT PRIOR TO PURCHASE) Z K :RS N Z O O O Q LLJ N > Q O 00 O Z Y N > Q O 00 O 4d Z O 00 o E Q p 00 o E p w w p Q F_ 0 Z 0 W d' J a 0 hI►[e11�1��:S�l�:��K�l:�� U o a d z� Z h Ck� w LL_ �Wj H o O O Z o J LLI O�NON SCALE: AS NOTED JOB NO. 21018 SHEET. NO. S4 PLAN LEGEND NEW OR EXISTING STUD WALL ABOVE FLOOR NEW OR EXISTING WALL BELOW FLOOR 0 'L' 2" W.S.P. SHEAR WALL TYPEOX H B w/ MIN. LENGTH 'L' PER S2 S8 tk OR ���� POST ABOVE OR BELOW FLOOR PER SZ HDR DROPPED HEADER OVER WALL OPENING BELOW PER SZ EHDR I (E) DROPPED HEADER OVER WALL OPENING BELOW BEAM HANGER FLUSH —FRAMED JOIST OR BEAM CONNECTION; SEE FRAMING SCHEDULE FOR HANGERS, U.O.N. ON PLAN OR DETAILS (JOIST HANGERS NOT SHOWN ON PLAN FOR CLARITY) JOIST OR BEAM BEARING ON DROPPED BEAM OR HEADER (BEARING WALL SIM). POST DOWN TO HEADER WHERE OCCURS (POST WIDTH TO MATCH BEAM, NOT SHOWN FOR CLARITY). INSTALL FULL —DEPTH BLKG EACH SIDE OF JOIST OR BEAM OVER SUPPORT FRAWNG SCHEDULE CALLOUT JOIST/BEAM HANGER REFER TO DETAILS) (U.O.N. ON PLAN) (OR SEE NOTES BLW) 54x14 PSL (U/S INSTALL 2x6 CRIPPLE AB 1 FLUSH w/ U/S N/A WALL ABOVE TO U/S ATTIC JOISTS) OF ROOF FRAMING AH2 54x94 PSL N/A A USE DBL CRIPPLE (DROPPED HEADER) S2 STUDS EACH END AH3 6x10 (DROPPED N/A A USE DBL CRIPPLE HEADER) S2 STUDS EACH END 52x94 PSL (U/S INSTALL 2x6 CRIPPLE AB4 FLUSH w/ U/S N/A WALL ABOVE TO U/S ATTIC JOISTS) OF ROOF FRAMING AJ5 2x4 @16"o.c. LUS24 TO AB4 U24TF TO WALL.S8 H 32x54 PSL (HEADER, AH6 TOP FLUSH w/ T.O. N/A SIM ADJ. DBL TOP PLATE) SZ EHDR EHDR EHDR NOTE: ALL FRAMING MEMBERS SHOWN ON THIS PLAN BUT NOT EXPLICITY CALLED OUT ARE (E) 2x4 ATTIC JOISTS @1659o.c., U.O.N. FRAMING DIRECTION HAS BEEN ASSUMED IN SOME AREAS; V.I.F. FRAMING DIRECTION & PROVIDE 'LUS24' OR 'LU24R' HANGERS AT (E) JOISTS FRAMING INTO NEW BEAMS (V.I.F. HANGER FIT PRIOR TO PURCHASE) co Q NORTH PERMIT SET Z 0 H W Fy U N w 0 w o' N Z O O O Q H N00Z > Q O O Y N > Q O 00 O Q O } O m a E - W 0 p } O m E -a p w w 0 Q U � Z U w Of J d U 312[eIIlI31olCSeIm:fXKeI:iIII U a� �00 Q Q J �w Z w� z o 00 U „ 55 N N `/ V) w Ld SCALE: AS NOTED JOB NO. 21018 SHEET. NO. S5 PLAN LEGEND C — — — — = I NEW OR EXISTING WALL BELOW FLOOR D �\;� POST BELOW ROOF PER E H — — — — — — — — I METAL STRAP PER PLAN 'LSTA30' STRAP o/ T.O. DBL TOP PLATE AT RST1 RIDGE (PLACE INSIDE OF RIM JOIST) (E) OR NEW OVER —FRAMING (ADD AS NECESSAR OVF OVER NEW ROOF FRAMING WHERE OCCURS PER(S8) HDR DROPPED HEADER OVER WALL OPENING BELOW PER A S2 LOR LOOKOUT RAFTERS PER S8 BEAM HANGER FLUSH —FRAMED JOIST OR BEAM CONNECTION; SEE FRAMING SCHEDULE FOR HANGERS, U.O.N. ON PLAN OR DETAILS (JOIST HANGERS NOT SHOWN ON PLAN FOR CLARITY) JOIST OR BEAM BEARING ON DROPPED BEAM OR HEADER (BEARING WALL SIM). POST DOWN TO HEADER WHERE OCCURS (POST WIDTH TO MATCH BEAM, NOT SHOWN FOR CLARITY). INSTALL FULL —DEPTH BLKG EACH SIDE OF JOIST OR BEAM OVER SUPPORT FRAWNG SCHEDULE CALLOUT I JOIST/BEAM I HANGER I REFER TO DETAILS) (U.O.N. ON PLAN) (OR SEE NOTES BLW) RR1 2x8 @24"o.c. N/A B—D S8 6x10 SELECT RB2 STRUCTURAL N/A D (DROPPED RIDGE) S8 B E H RR3 2x8 @24"o.c, N/A S8 S8 S8 HSS4x2x$ (EXACT $" FILLET WELD H ER1 SPACING PER ARCH, ALL AROUND TO S8 30"o.c. MAX, S.A.D.) EB2 & EL3 $" FILLET WELD H EB2 HSS5x2xg ALL AROUND S8 TO EL3 EL3 PL2x5 (LEDGER) N/A S8 NOTE: ALL FRAMING MEMBERS SHOWN ON THIS PLAN BUT NOT EXPLICITY CALLED OUT ARE (E) 2x4 RAFTERS @24950.C., U.O.N. TED L NORTH PERMIT SET N Z O O O Q H N00Z > Q O O Y N > Q O 00 O Q O } O a E - W 0 p } O 00 E -a p w w 0 Q U � Z O w Of J d U 312Eel 11I3131CSeIm:fXKeI:iIII U a� 0 z z W � z LL_ � li W O bA . `/ O0 V) " w o SCALE: AS NOTED JOB NO. 21018 SHEET. NO. S6 WSP SHEAR WALL PER PLAN AND S.W.S. 2x6 STUDS @16"o.c. SILL BOLTS PER 2x P.T. MUDSILL S.W.S. DE E.N. PER S.W.S� SLAB PERGPLAN z x x x M EXTERIOR GRADE z m #3 TIES w/ 135° i----HOOK @12"o.c., ALTERNATED 2) #4 T&B BARS FOOTING PER PLAN TURNED -DOWN STRIP FOOTING SCALE: NTS n r � 11„ TYP. TYP. BASE PL� FINISHED GRADE OR TOP OF EXTERIOR SLAB z EXTERIOR SUB —GRADE zo m 00 w 399 CLR STEEL POST FOOTING SCALE: NTS 3 16 #5@12"o.c. EACH WAY EXTERIOR WALL SHEATHING SQUARE HSS 2x6@16"o.c. POST PER PLAN SILL BOLTS PER 12" MAX. NON —SHRINK, S.W.S. NON—METALLIC GROUT w/ MIN. 7500 PSI 2x10 P.T. MUDSILL COMPRESSIVE STRENGTH AT 28 DAYS E.N. PER S.W.S. z Lo:2 z (4) g"0 EPDXY ANCHORS; USE LEVELING NUTS BLW CO BASE PL AS REQ'D FOOTING PER PLAN i EXTERIOR GRADE I I* CONCRETE BUILD —OUT #5 T&B BARS • 3" CLR LYWOOD E) SUBFLOOR TRPL 2x E) RIM JOIST �(E) MUDSILL 'PBSZ' POST POST PER BASE PLAN (E) OR NEW FLATWORK BY OTHERS EXTERIOR GRADE 4„ T (E) FLOORJ JOIST z (E) CONCRETE FOUNDATION WALL C° (2) STAGGERED ROWS #4­// HOOKED EPDXY REBAR DOWELS @16"o.c. FOUNDATION BUILD -OUT 4@12"o.c. BOTTOM BARS EACH WAY zo 0 0 FOOTING PER PLAN I� DECK POST FOOTING FOOTING PER PLAN L PAD FOOTING SCALE: NTS - SCALE: NTS - SCALE: NTS - WSP SHEAR (E) EXTERIOR WALL PER PLAN STUD WALL----,,E.N. PER S.W.S. WSP SHEAR 2x6 STUDS (E) SHEATHING---._.(E) FLOOR SHEATHING WALL PER PLAN @16"o.c. SOLE PLATE „ 2x BLKG @4 —0 o.c. WHERE 'LS50' CLIPS @ FRAMING SOLE PLATE 2x SOLE PLATE FASTENERS PER S.W.S JOISTS ARE PARALLEL TO CLIP SPACING PER S.W.S. d AT OBLOCK FASTENERS PER S.W.S. E) SUBFLOOR WALL, TYP. ALL AROUND ENTIRE BASEMENT PERIMETER w/ #6x2 SPAX SCREWS (DO EACH (E) 2x SOLE PLATE NOT PENETRATE ROOFING) E.N. PER S.W.S. E.N. N (E) FLOOR JOISTS w/ E OR NEW 2x MAIN FLOOR FLOOR SHEATHING E.N. FLOOR E.N. HANGERS PER PLAN RIM JOIST OR BLKG 2x BLKG FRAMING CLIPS FLUSH BEAM OR SHEATHING FLOOR II II PER S.W.S. 3 DBL 14 LVL RIM ROOF DECK FLUSH BEAM OR ROOF DECK SHEATHING FRAMING CLIPS I II DBL 14 LVL RIM PER S.W.S I II (E) ROOF EXTERIOR WALL ROOF DECK (E) 2x MUDSILL �� II II SHEATHING SHEATHING EXTERIOR WALL SHEATHING (V.I.F.) ROOF DECK m (E) FLOOR JOISTS E) RAFTERS E S.W.S. JOISTS PER E.N. PER ~ (E) FOUNDATION a if (ORIENTATION PLAN S.W.S. �- WALL VARIES) (E) CEILING JOISTS if 4„ (ORIENTATION VARIES) 14 LVL BLKG @4'-0"o.c. ROOF DECK JOISTS EAM PER PLAN EMBED. MUDSILL ANCHORS (E) WALL----- WA .N. PER S.W.S. (E) EXTERIOR SHEATHING E) DBL TOP PLATE (E) EXTERIOR TO HEADERw/ HAN GERS PER PLAN 16 (PER PLAN OR SWS) WALL S.A.D. FOR SLOPE 14 LVL LEDGER w/ EXTERIOR a SIMPSON 'URFP' STUDS E) DBL TOP PLATE E) 2x4 STUDS @16"o.c. WALL SHEATHING ROOF DECK JOISTS w/ (2) STAGGERED ROWS 'SDWS2250ODB' GRADE 1„ PLATE w/ (2) 2 E) DBL TOP PLATE HANGERS PER PLAN TITEN HD (E) SHEATHING WSP SHEAR WALL @8"o.c. (4"o.c. NET) PER PLAN E) 2x4 STUDS @16"o.c. ROOF DECK AT EXTERIOR WALL F SHEAR WALL ON EXISTING G SHEAR WALL AT EXISTING EAVE H ROOF DECK I ROOF DECK J� I I SCALE: NTS - SCALE: NTS FOUNDATION 2x P.T. RIM JOIST w/ (3) 16d END DECKING BY NAILS CENTERED IN OTHERS (S.A.D.) EACH DECK JOIST 2x P.T. BLKG ' H 1 Z' TO EACH JOIST DECK JOISTS PER PLAN BEAM PER PLAN DECK BEAM SCALE: NTS I I I I I SCALE: NTS - SCALE: NTS - SCALE: NTS (2) STAGGERED ROWS 'SDWS2250ODB' @16"o.c. (8"o.c. NET). USE LONGER SCREWS IF NECESSARY TO ACHIEVE MIN. PROTRUSION BEYOND (E) RIM JOIST z 2x10 P.T. LEDGER �m DECKING BY ARCH. (S.A.D.) NOTE: FIELD —VERIFY WHETHER HOUSE JOISTS ARE PARALLEL OR PERPENDICULAR TO DECK JOISTS AND USE APPROPRIATE ATTACHMENT DETAIL (E) EXTERIOR WALL & FLOOR FRAMING Z (E) 2x RIM cn JOIST (V.I.F.) z MIMIN. V.1. F. DECK2WALL SPACER SWS 16. MODEL D2W38 DECK JOISTS PER PLAN WITH 'LUSZ' HANGERS TO MATCH JOIST SIZE 'DTT1 Z' w/ 'SDWH' SCREW w/ MIN. 3" PENETRATION INTO (E) DBL TOP PLATE AT ENDS OF DECK AND @5'-4"o.c. BTWN (E) DBL TOP PLATE (E) WALL SHEATHING HOUSE JOISTS PARALLEL TO DECK JOISTS DECK TO HOUSE I SCALE: NTS (2) STAGGERED ROWS 'SDWS2250ODB' @16"o.c. (8"o.c. NET). USE LONGER SCREWS IF NECESSARY TO ACHIEVE MIN. PROTRUSION BEYOND (E) RIM JOIST z 2x10 P.T. LEDGER �m DECKING BY ARCH. (S.A.D.) ON _ z ° ° 1,0 - ° ° ° (E) EXTERIOR WALL FRAMING (E) 2x RIM JOIST (V.I.F.) (E) 4" MIN SUBFLOOR (V.I.F.) 'A35' EACH SIDE OF EACH BLOCK w/ #6x2 SPAX SCREWS (DO NOT OVERDRIVE), TYP. ° ° ° DECK JOISTS PER PLAN WITH 'LUSZ' I ?" MIN. HANGERS TO MATCH JOISTS SIZE (USE V.I.F. 'LUCZ' ADJ. TO TIES WHERE OCCURS) (2) BAYS 2x BLKG 'DTT2Z' w/ 2"0 HDG ATR, MIN (1 ) WITHIN 2'-0" FROM EACH END OF (E) FLOOR JOISTS DECK AND (1) IN MIDDLE, (3) TOTAL (E) WALL SHEATHING DECK2WALL SPACER —j SWS MODEL D2W38 HOUSE JOISTS PERPENDICULAR TO DECK JOISTS 2'-0" CONT. 2x6 RIDGE 2x4 OVER —FRAMING OVER —FRAMING (3) 10d (4) 10d AT (NOTCH AROUN RAFTERS @24"o.c. ROOF SHEATHING TOE —NAILS EACH SLEEPER) N LOOKOUT RAFTER ROOF SHEATHING E.N. ROOF E.N. 'LSTA24' STRAP (3) 10d, SHEATHING ACROSS RAFTERS TYP. / E.N., TYP. @4'-0"o.c. voo,/� 2x BLKG 2x4 STRUT @ DBL 2x4 @5'-0'o.c. (2) 10d 2x RIDGE BOARD SHIM PRIMARY RAFTER OR MAX. TO ALL STRUTS GREATER TOE —NAILS TO EACH E.N. PER S.W.S. 'H8' TO EACH RAFTER w/ ROOF TRUSS SPACING ALON THAN 5'-0" TALL STRUT TYP. J EAVE OVERHANG 'H SHEATHING EACH OVER —FRAMING 10d@6"o.c. R' ALT. SIDES ELSEWE PER PLAN RAFTER, STAGGERED TYP. (3) 16d END RAFTERS 2x10 FLAT SLEEPER, NAIL INTO PER PLAN TYP. ALONG ALL DBL TOP PLATE EACH RAFTER RAFTERS PER PLAN, (2) 10d EACH EN VALLEYS WSP SHEAR WALL E.N. PER CUT TO FORM PRIMARY ROOF PER PLAN (CONTINUE 2x4 LOOKOUT RAFTERS @2'-0"o.c. S.W.S. RAFTER TAILS CONT. SHAPED 2x6 SHEATHING UP AND NOTCH PLATE w/ (2) 16d AROUND LOOKOUTS) 2x6 @16"o.c. TYP. RAFTERS TO EACH PASSING PRIMARY ROOF WSP SHEAR DBL TOP PLATE PER PLAN RIDGE BEAM RAFTER OR TRUSS AFTERS OR TRUSS WALL PER PLAN PER PLAN TOP CHORDS PER PLAN 2x6 @169'o.c. TYP. 2x4 SPANNING BETWEEN MIN (2) RAFTERS, w/ (2) 16d EA. END TO RAFTER BLW, TYP. UNDER STRUTS. FASTEN STRUTS TO 2x4 w/ (2) 10d TOE NAILS, TYP RAKE SCALE: NTS GABLE EAVE SCALE: NTS DROPPED RIDGE BEAM SCALE: NTS r, ki \ ALIGN STRUTS OVER ROOF SHEATHING RIMARY RAFTERS OR E) ROOF SHEATHING TRUSSES, TYP. RAFTERS PER PLAN TYPICAL OVER -FRAMING A TEMPERED OR LAMINATED GLASS CONT. LEDGE (2) PER PLAN w ROOF SHEATHING ROOF PANEL & I STAGGERED ROWS SCALE: NTS — ATTACHMENT TO STEEL #12x22 FLAT HEA N. FRAMING BY OTHERS �iN WOOD SCREWS 4x4 BLKG @8"o.c. (4"o.c. STEEL RAFTERS ER1 NET), TYP. 2x RIM E.N. (PLACED PER PLAN (COPESHIM BTWN VENT RAFTERS PER PLAN AROUND BEAM) v HANGERLW (E) E RAFTER NOTCHES (CUT AT EAVES TO STEEL BEAM E133 CREATE TAILS) PER PLAN w/ $" �' RAFTERS PERPENDICULAR ROOF SHEATHING FILLET WELD ALL AROUND TO EL3 E.N. PER ATTIC JOISTS w/ E.N. FRAMING CLIPS 2x BLKG PER S.W.S. A / / / S.W.S. TOP FLANGE ROOF SHEATHING S.A.D. FOR SIDE OF WSP SHEAR WALL HANGERS PER PLAN E) ROOF SHEATHING VENT NOTCHES) POST $ TYP. PER PLAN BL TOP PLATE EACH BL TOP PLATE a END 2x6 STUDS E.N. PER CAP PL4 1 1 @16"o.c. „ 10d@6 o.c. S.W.S I 1 2x6 @16"o.c. 1 PP CONT. 2x4 (OR WSP SHEAR STEEL POST 1 E) RAFTER RAFTER PER PLAN WALL PER PLAN PER PLAN I I II RAFTERS PARALLEL SHED ROOF EAVE E EXTRY AWNING TO HOUSE H ROOF TO EXISTING ROOF SCALE: NTS - SCALE: NTS - SCALE: NTS -