The URL can be used to link to this page

APPROVED BLD ENG PLN BLD2021-0940+Architectural_Plan+7.2.2021_12.39.39_PM+2281827PROJECT NOTES LOT INFORMATION PROJECT TEAM PROJECT DESCRIPTION PROPOSED NEW ATTACHED 2-STORY GARAGE. 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 INTERNATIONAL PLUMBING CODE AND STANDARDS • 2018 INTERNATIONAL MECHANICAL CODE • 2018 WASHINGTON STATE ENERGY CODE • 2018 INTERNATIONAL FIRE CODE • EDMONDS MUNICIPAL 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. PARCEL: 00594400001600 ADDRESS: 8415 TALBOT RD, EDMONDS, WA 98026 ZONING: RS-20 OCCUPANCY: R3 LEGAL DESCRIPTION: TALBOT PARK BLK 000 D-00 - LOT 16 PARCEL AREA: 25,264.8 SQ. FT. / .58 ACRES LOT COVERAGE: 35% OF PARCEL AREA MAX HT: 25' MAX. FOR ATTACHED GARAGE SETBACKS: 25' FRONTYARD, 35' COMBINED SIDEYARD (MIN. 10% 25' REARYARD BUILDING INFORMATION (E)SF STRUCTURE GROSS SF: BASEMENT 1 ST FLOOR GARAGE GROSS SF: 1 ST FLOOR 2ND FLOOR CARPORT 1 CARPORT 2 TOTAL GROSS SF MECHANICAL EXISTING NEW (HEATED) NEW (UNHEATED) DEMO 1142.97 1445.25 2588.22 MECHANICAL VENTILATION NEW INTERMITTENT VENTILATION FAN, 60CFM'S WITH RUN-TIME 50% IN EACH 4-HOUR SEGMENT, PER TABLE M1507.3.3(2). 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. EACH HABITABLE ROOM MUST RECEIVE OUTDOOR AIR BY MEANS OF INDIVIDUAL AIR INLETS. WATER HEATER PROVIDE ELECTRIC TANKLESS WATER HEATER. ENERGY CODES 0 724.35 0 666.20 133.65 203.92 0 1390.55 337.57 ENERGY CREDITS PER R406 ADDITION - NO PROPOSED CONDITIONED SPACE: REQUIRES 0 CREDITS LIGHTING A MINIMUM OF 90% OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH EFFICACY LAMPS, PER WSEC R404.1 OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES r■ MEMO ■ - ■ MEMO ■ MEMO ■ - ■ MEMO ■ MEMO ■ - ■ MEMO ■ EI WELDING REQUIRES iWELDER WABO CERTIFIED OR SHOP TO BE! i USED ON THIS PROJECT ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE CITY OF EDMONDS BUILDING DIVISION APPROVED PLAN OWNER: Sam and Lin Felton 8415 Talbot Rd Edmonds, WA 98026 p: 425-778-2607 owners@feltonfamily.us lin@feltonfamily.us O�P��MEL RES�pF T O Q RD z WAq• CF206 DESIGNER/APPLICANT: Alexandra Immel Residential Design, LLC 3439 NW 62nd ST �1 Seattle, WA 98107 p: 206. 501.3038 Q info@alexandraimmeldesign.com co STRUCTURAL ENGINEER: W Sandro Kodama 0 Q Quantum Consulting Engineers, LLC w 1511 Third Ave, Suite# 323 () Seattle, WA 98101 Q z p:206-919-8853 Ine SKodama@quantumce.com C , ^ J De 0 CONTRACTOR: O � TBD w z m Oto Q w_ V Q06 w LU Z U z J u 0 0 .. ID � C/ W LIST OF DRAWINGS z Z A- ARCHITECTURAL w O 3 J O A0.0 COVERSHEET Q SURVEY w Uj A1.1 SITE PLAN LU UM w A1.2 ENLARGED SITE PLAN A2.1 GARAGE FIRST FLOOR PLAN A2.2 GARAGE SECOND FLOOR PLAN LO A2.3 GARAGE ROOF PLAN w r A3.1 ELEVATIONS z A4.1 SECTION 00 A4.2 SECTION w A4.3 SECTION in A7.1 WINDOW & DOOR SCHEDULE = PRINT DATE: 7/1/21 S- STRUCTURAL v DRAWING ISSUE: DATE: S1.0 GENERAL STRUCTURAL NOTES PRELIM. PRICING SET 2/19/21 S1.1 GENERAL STRUCTURAL NOTES ~ PERMIT SET 6/27/21 S2.0 FOUNDATION PLAN O S2.1 UPPER FLOOR FRAMING PLAN V S2.2 ROOF FRAMING PLAN S3.0 TYPICAL FOUNDATION/SLAB DETAILS 0 S4.0 TYPICAL WOOD DETAILS Q DRAWN BY: NC S4.1 TYPICAL WOOD DETAILS 2 REVIEWED BY: TLR S4.2 TYPICAL FLOOR DETAILS Z S4.3 WOOD DETAILS O H ID O w City Of Edmonds Building Department Uj Work GARAGE AND STORAGE ADDITION Cie w ----------------- _ Address 8415 TALBOT RD O (n ---------- --------------------------- I..L Cie Owner FELTO__N_ O Approved Date 08/09/2021 v LL.I -------------- < 9 Qi�f'/f�GI�Di%� /QiG� Cie O Buildin Official � z Permit Number BLD20210940 OU -U ABBREVIATIONS ADDT 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 CONIC CONCRETE ELEV ELEVATION INSTALLED BY CONTRACTOR INCL INCLUDE N NORTH SD SMOKE DETECTOR W WEST or WIDTH CONT CONTINUOUS EP ELECTRICAL PANEL FO10 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 APPROVED BY PLANNING �2z ii Aug 09 2021 RECEIVED Jul 08 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A000 SYM A PORTION OF GOVERNMENT LOT 47 OF THE SOUTHWEST QUARTER, SECTION 07, TOWNSHIP 27 NORTH, RANGE 04 EAST, W.M., CITY OF EDMONDS , COUNTY OF SNOHOMISH , STATE OF WASHINGTON. LOT 5' DECORA Ti CONCRETE FEN —OE----OE 0E----0E--- v � N � z CURB RAISED A\ PHALT \ \ - CONC MON W/LEAD-TACK I \ — - �� - \\ ASP'MALT ROADWAY \ DOWN 0.5' IN CASE iQ HELD POSITION N 36285 `33� � - - 34 (CALC) TALBOT 0 T R O REVISION BY I APPROVED I DATE I SYM REVISION BY I APPROVED I DATE LANE HARTMAN & ASSOCIATES, INC. Surveyors 16928 WOODINVILLE -REDMOND ROAD, SUITE B-107 WOODINVILLE, WASHINGTON 98072 (425) 483-5355 FAX (425) 483-4650 )OR LINE ION LINE SYMBOLS 10' 5' 0 10' 20' SCALE IN FEET LOT DESCRIPTION: LOT 16, PLAT OF TALBOT PARK, ACCORDING TO THE RECORDED PLAT THEREOF RECORDED IN VOLUME 012 OF PLATS, PAGE 017, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. HORIZONTAL DATUMIBASIS OF BEARING: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE NAD83(2007), AS PRESCRIBED BY THE CITY OF EDMONDS. VERTICAL DATUM. NAV988, US FEET, AS PRESCRIBED BY THE CITY OF EDMONDS. CONTOUR INTERVAL: ONE (1) FOOT CONTOURS LEGEND LINETYPES. ABBREVI A TIONS LOT 15 O FOUND SURVEY MARKER AS NOTED EDGE OF ASPHALT M MAPLE TREE CONIFER TREE RIGHT OF WAY CENTERLINE F FIR TREE • DECIDUOUS TREE RIGHT OF WAY C CEDAR TREE DHA SURVEY CONTROL BOUNDARY LINE P.A. PLANTED AREA M ® WATER METER — — — — — — PLATTED LOT LINE FIRE HYDRANT x x FENCE LINE -0- UTILITY POLE — - - - of — — — — of — OVERHEAD POWER LINE SIGN \—0E----0E----OEM --OF--- 0 NOTES: 1. ALL MONUMENTS VISITED DURING FEBRUARY 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. 3. 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 FEBRUARY 2, 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. 7. ALL DISTANCES SHOWN HEREON ARE IN FEET (US SURVEY FEET). 8. PROPERTY ADDRESS. 8415 TALBOT ROAD, EDMONDS, WASHINGTON DRAWN BY ACCEPTABILITY DAH AAC THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED DAH ENGR. APPROVED BY DEPT.I DATE CHECKED APPROVED APPROVED DATE SUBTITLE 02.09.21 02.09.21 TITLE TOPOGRAPHIC MAPPING: THE MAP SHOWN HEREON IS THE RESULT OF A TOPOGRAPHIC SURVEY BY DUANE HARTMAN & ASSOCIATES, INC. (DHA) COMPLETED ON FEBRUARY 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). PROFESSIONAL LAND SURVEYOR TOPOGRAPHIC SURVEY LOT 16 TALBOT PARK For IMMEL RESIDENTIAL DESIGN CITY OF EDMONDS WASHINGTON �g A. g �� OF WA36798 gk�� \ISTV,'?'� oA'AL LAI3fl DA TE CERTIFICATE No. 36798 RECEIVED Jul 08 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LAST REVISION ISYMBOL DATE SHEET 1 OF 1 JOB NO. 21-3079 DWG. NO. 21-3079Topo.dwg WETLANDS----` 15,137.96 sq ft S SS —ss— — 'S SEWER MAIN MANHOLE (E)7' WIDE BOARDWALK LOT INFORMATION PARCEL: 00594400001600 ADDRESS: 8415 TALBOT RD, EDMONDS, WA 98026 ZONING: RS-20 OCCUPANCY: R3 LEGAL DESCRIPTION: TALBOT PARK BLK 000 D-00 - LOT 16 PARCEL AREA: 25,264.8 SQ. FT. / .58 ACRES LOT COVERAGE: 35% OF PARCEL AREA MAX HT: 25' MAX. FOR ATTACHED GARAGE SEE ENLARGED SITE PLAN, SHEET A1.2, FOR SITE CALCULATIONS FLOODPLAINS I 10 i I (E)SEWER LINE I I � I 'O 1 WETLANDS BUFFER PLOT 1 W PLOT 1 U (E)TWO-STORY SF RESIDENCE PROPOSED (N)2-STORY GARAGE, SEE ENLARGED SITE PLAN, A1.2 N85°33'14 _ 00.00 UTILITY POLE — �— -- -- FIRE HYDRANT DATUM POINT USED FOR HEIGHT CALCIII ATION— WATER METER CATCH B/ 35 MANHOLE—/ O DECK, , 25 /I NEW CONSTRUCTION J 01 i 0 PAVING/WALKWAY i WETLANDS DELINEATION FLOODPLAINS I► -.� ” FENCE 603.28 sq ft , I — SS - (E) SIDE SEWER 30 I g" WATER LINE C' ITC 1 CnC\I r% N STORM LINE SITE P LA N 1 SCALE: 1" CATCH BASIN „,*AEL RES/pF OAP T Z O k� Lu i ti Q RDJ Z (F WA • 206 0 z W 0 w w 0 Ilmle CL LU 0 O w Im N w_ V (D Q w Cie V N a � w ine W W ce LU w 2 LLI w 0 = PRINT DATE: vDRAWING ISSUE: a PRELIM. PRICING SET Z PERMIT SET 0 0 Q DRAWN BY: C Z REVIEWED BY: 0 H ID 0 w v r LU W 0 J o W V Q Z 0 V OWNERICONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL SD-642 OR APPROVED EQUAL. OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE ASEPERATE PERMIT. Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. ENGINEERING DIVISION APPROVED. 08/03/2021 J O� Q 3Z 0 v ♦ J W Z" � 5 Q `N_xx W W Z ` J W 03 m0 J Q 00 RECEIVED Jul 08 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 7/1 /21 DATE: 2/19/21 6/27/21 NC TLR PROPOSED 2- STORY GARAGE FOOTPRINT: / tot. 72 sq TiREMOV 31.00' SLAB ELEV. \ / (E)20 CE @ GARAGE DOOR / I OPENINGS SIDEYARD SETBACK /REMOVE (E)26 M UOVE, J (E)14' F 24" F �_ �f /C31.75' F (E)GRAVEL DRIVEWAY - I TO BE NEW PAVED CONC. DRIVEWAY 25 I I I REMOVE (E)SHED I ` B 28' LANAI: / REMOVE % ABOVE) �/ (E)CARPORT 2) 203.92 sq ft/ (E)24" F / I 603.28 sq ft LOT COVERAGE: LOT AREA: (E)RESIDENCE (E)DECKS (E)EAVES (N)GARAGE (N)EAVES TOTAL BUILDING COVERAGE: ALLOWABLE BUILDING COVERAGE: PROPOSED BUILDING COVERAGE PERCENTAGE: 25,264.8 sq ft 1538.57 852.47 391.93 787.72 281.29 3851.98 sq ft 35% 15.2 % IMPERVIOUS SURFACE: 24 REMOVED: SF CARPORT 1 133.65 CARPORT 2 203.92 EXISTING: SF RESIDENCE 1538.57 DECK (WEST) 450.12 DECK (EAST) 236.42 DECK (FRONT) 165.93 EAVES 391.93 ROCK PAVERS 197.30 GRADE LEVEL DECK 548.36 BACKYARD STAIRS 80.00 BACKYARD TERRACE PAVERS 222.35 TOTAL: 3830.98 REPLACED: SF 0 NEW: SF \ (E)24" (N)GARAGE FOOTPRINT 787.72 MAPL (N)GARAGE EAVES 281.29 (N)PAVED CONC. DRIVEWAY 603.28 0 F (N) ROCK PAVERS 89.13 TOTAL: 1,761.42 TOTAL NEW & REPLACED IMPERVIOUS SURFACE: 1,761.42 SF 26 HEIGHT CALCULATION: 27 28 99 (E)46"H BLOCKS 222.35 sq ft (E)TERRACE (E)30"H BLOCKS (E)LANDSCAPING (E)6"H DECK 548.36�sq ft f \ , I \ I I \ I \ � I \ I I \ I \ I \ I \ I \ \ I \ 1 \ I I 1 �I CO � 20 SIN I C)� z I I I STAIRS I 40 sq ft I S� 22 (E)ROOF OVERHANG (E) WALL LINE ON MAIN FLOOR A 24.54' ` MAIN FLOOR DECK \ 236.42 sq ft EXISTING TWO-STORY \ SINGLE FAMILY \ RESIDENCE - MAIN FL + BASEMENT 8415 TALBOT RD, \ EDMONDS, WA98026 (E)FOOTPRINT PARCEL # 1,538.57 sq ft 00594400001600 / 33.54' ELEV. MAIN FLOOR MAIN DECK ENTRY \65.93 sq ft (E) GAS LINE 1 (E)CONC `I PAVER STAIRS l 40 sq-ft - I I I 3:I I �I N � � d IN Z I I I i5'-1 1/2" 27'-6 3/4" / MAIN FL00 / I DECK 'I 450.12 sq ft / \ / 22'-7" > / EYARD SETBACK D30'/ ' < o 30, L- (E)GRAVEL DRIVEWAY �- \ I (E)5' CONC FENCE / o A = 24.54' B=28' C = 31.75' D=30' 114.29 / 4 = AVERAGE GRADE = 28.57' MAX ALLOWABLE HT = 28.57' + 25' = 53.57' SEE SURVEY FOR DATUM REFERENCE SITE LEGEND NEW CONSTRUCTION PAVING/WALKWAY FENCE SS (E) SIDE SEWER N i ,,*AEL RES/pF OAP � tiT Z � J G) Q • Z O F�TT „w (F WA • 206:`o1� CV O Co Z 01%. In \ Q w w O Z III , /�� LU v ♦ J w oLU LU zw C m O L cn Q 0V to 06 w LU Z CieJ V z ` cn 0 � >_ cle 0 w Z Z W p0ine W W LU W J � Q l ^ LU 0 00 N w 0 = PRINT DATE: 7/1/21 vDRAWING ISSUE: DATE: Q PRELIM. PRICING SET 2/19/21 Z PERMIT SET 6/27/21 0 0 Q DRAWN BY: NC Z REVIEWED BY: TLR O H 0 O z V Q LU H J N W L W 0 V J � Q 0 LU a 0 Cie ry O Q V J 111111nd TF RECEIVED Jul 08 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A102 / / / / / FIRST FLOOR PLAN SCALE:1/4" = 1'-0" \ DS \ \ e\ \ \ \ \ \ \ DS \ \ \ (E)MAIN FLOOR OF HOUSE \ \ 33.54' ELEV. I\ % 1,445.25 sq ft / 1 A4.1 \ / I \ (E) WINDOWS AND OVERHANG A3.1 wP`leEpW ��AgEMj \ TO REMAIN I 1 IThis device should be a heat detector. Per 2018 IRC \ A4.3 ■ R314.4.1 All devices must be interconnected R314.4 so when one activates they all activate that includes the ones ■ r ■` (E) WINDOWS AND OVERHANG TO BE REMOVED AND OPENINGS FILLED TO / / In the dwelling ♦ MATCH ADJACENT WALLS / ■ ■ 3 /♦` / �3iq, 24" X 16" MIN. OPENING IN (N) WALL BELOW FOR ACCESS TO7 o DS 8 (N) CRAWL SPACE DS / A 2 / / �t �o� ♦ \ 7.3i�� 4 S,oq BATHROOM DS I REQUIRED SETBACK - / CRITICAL NOT TO CF 49.72 sq 9 P SIN BUILD BEYOND / 31.2 CONIC F I 2 / \ ♦ STORAGE AREA o 31.OK 3'x4' PREFAB UNDER STAIR HOWER ALIGN F.O.S W/ F.O. (E) SHEATHING poA \ \ 2'- 3/4" DS v v v v / v MAX OVERHANG \ BATHROOM FLOOR WIIN SETBACK: LEVEL TO MATCH \ 2'-6" GARAGE FLOOR LEVEL �� v AT DOOR (N)TANKLESS WH \ ti T.O�CQNC. DS STEM WALE / EV CHARGER 2-CAR GARAGE / +0.5' \ UNHEATED, TYP / 31.5' / o v�0� 0, 674.49 sq ft SLIGHT/STEP UP, +0.2' / PROVIDE 31.2' Qo`' ,THRESHOLD REDUCER Dos i O� +0.0' / 31.0' I � � 31.0' / ELEC / METER \ \ I / 1-CAR GARAGE / / �� A4.2 \ I/ / T.O. CONC. \ STEM WALL \ \ ELEC +1.5' \ \ METER G/i0� 32.5' 7'6' O A4.1 WORKSTATION W/ CABINETS, gBO��G CGORDINATE W/ ,OWNER DS / / N \ TA:3.1 1 A4.3 TYPICAL FLOOR 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 OR A 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. 5. GUARDRAIL: PROVIDE A GUARDRAIL WHERE THERE ISAVERTICAL 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 RESIST A 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. 7. 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. 8. PLUMBING, MECHANICAL, RAILING, AND LIGHTING PRODUCTS TO BE COORDINATED WITH OWNER. ELECTRICAL: NEW UNDERGROUND SERVICE TO BE PROVIDED, ELECTRICAL WORK NOT UNDER THIS PERMIT LEGEND © CARBON MONOXIDE DETECTOR SD SMOKE DETECTOR, SEE TYP. FLOOR NOTES #6 4 EXHAUST FAN ON SWITCH, SEE TYP. FLOOR NOTES #12. 0 EXISTING WALL 0 NEW WALL NEW FLOOR AREA GROSS SF PROPOSED NEW GARAGE 1ST FL UNHEATED SF: 724.35 sq. ft. ,,*AEL RES/pF tiT OAP Z O Q z RDj (F WA • 20611% V N O 00A0 V` Z In W Q LU LU 0 O Z LU W ♦ Ov J ine O LU LU L Cal z IL C to I Q w_ V � N Q __xx W W LU Z CieJ U z %* N C3 � >_ 0 c/ W Z Z LU ine p 0 W 1100 LU LU LU LLI J H LL. , LU = vDRAWING Q Z 0 0 PRINT DATE: ISSUE: PRELIM. PRICING SET PERMIT SET 7/1/21 DATE: 2/19/21 6/27/21 Q DRAWN BY: NC Z REVIEWED BY: TLR O 0 Z o O W OII-_ V) J LL. LL L W i V JJ �� ^^ 7 L O 0 � LL ^J a LU I..L Cie II_v ( ^ O Q V V RECEIVED Jul 08 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A2.1 (N) DOWNSPOUT AND SPLASHBLOCK. REDIRECT WATER FROM (E) DS TO (N) DS AS SHOWN GUTTER TO REDIRECT WATER TO (N) DS ROOF OVERHANG ABOVE SECOND FLOOR PLAN (E) ROOF (E) DS TO BE REDIRECTED (N) EXTENSION OF (E) ROOF 1 A4.2 (E) DS TO BE REDIRECTED 2 A3.1 AWNING (E) WALL BELOW / ATTIC STORAGE (FLOOR HT V-11 1/4" HIGHER) UNHEATED PLYWOOD FLRG. 4.1 � c� 22;g, CID 1 A3.1 1 A4.3 GUARDRAIL 1 A4.1 (E) ROOF 0 ERHANG ABOVE TO REMAIN (N) DOWNSPOUT. REDIRECT WATER FROM (E) ROOF DS TO A (N) DS AS SHOWN (E) DS TO BE REDIRECTED ROOF GUARDRAIL WITH ACCESS OPENING ATTIC UNHEATED LVP FLRG. i 3 A3.1 1 / A4.3 6,7"o 11 / 4/// LANAI TREX DECKING/ ROOFING OVER INISHED SPACE a DS PENETRATION, TYP. ADJUST PITCH TO ALIGN AWNING HEIGHT W/ NORTH AND SOUTH AWNINGS 2 LANAI GUARDRAIL SCUPPER AND DOWNSPOUT, TYP. AWNING & ROOF OVERHANG jGUARDRAILS SHALL BE MIN. 36" IN 1 jHEIGHT WHERE THE ADJACENT •SURFACE OR GRADE IS 30" OR j MORE BELOW. RAILINGS SHALL BE iSPACED TO NOT ALLOW THE 1 (PASSAGE OF A 4" SPHERE. IRC • iR312.1 ■ jDECK CONSTRUCTION TO jCONSIST OF APPROVED WOODS ' I iOF NATURAL RESISTANCE TO 1 .DECAY OR BE TREATED WOOD 1AND LABELED ACCORDINGLY. iIRC R317.1 & R317.2 1 ■ Hardware and fasteners in contact with I preservative -treated wood shall be of I ■ hot -dipped zinc galvanized steel, ■ Istainless steel, silicon bronze or copper. I In the absence of manufacturer's recommendations Ia minimum of ASTM A 653 type G185 zinc -coated galvanized steel, or equivalent, shall be used. I ■ IRC R317.3.1 IBC 2304.10.5.1 ■ -GUARDRAILS SHALL BE ' I � •DESIGNED TO RESIST A 'CONCENTRATED LOAD OF 200 iPOUNDS IN ANY DIRECTION AT iTHE TOP OF THE GUARDRAIL. . iINFILL COMPONENTS SHALL BE jDESIGNED TO RESIST A jHORIZONTAL LOAD OF 50 jPOUNDS OVER A ONE SQUARE 1 • FOOT AREA. I RC R301.5. SEE SHEET A2.1 FOR TYPICAL FLOOR PLAN NOTES LEGEND © CARBON MONOXIDE DETECTOR SD SMOKE DETECTOR, SEE TYP. FLOOR NOTES #6 0 EXHAUST FAN ON SWITCH, SEE TYP. FLOOR NOTES #12. EXISTING WALL 0 NEW WALL NEW FLOOR AREA PROPOSED NEW GARAGE 1ST FL HEATED SF: 666.20 sq. ft. O�P��MEL RESIpF T ti� O J Q RD-e z Wq• 2065 V N O 00 z 04111 o W Q w w 0 o Z Cie w 01% , /� v ♦ J 0 1W LU L W m OLU Q V Q � __xx W w �..0 ZCie U N 0 z 0 c/ W Z Q w po / w W LU UM J �I LI w 0 v� � w 0 = H Q Z O 0 PRINT DATE: DRAWING ISSUE: PRELIM. PRICING SET PERMIT SET 7/1/21 DATE: 2/19/21 6/27/21 Q DRAWN BY: NC Z REVIEWED BY: TLR O i= 0 O w 0 z O z U Q > Lu 0 V ) Uj ° 1� O QO Z LL O (Q1� V RECEIVED Jul 08 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A202 = 1'-U \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ A4 1 \ (E)ROOF BELOW (E) DS TO BE REDIRECTED (N) EXTENSION OF (E) ROOF BELOW, SLOPE TO GUTTER 5 (E) WALL BELOW / A4.2 g� (E) DS TO BE REDIRECTED A3.1 i (N) DOWNSPOUT AND SPLASHBLOCK. REDIRECT WATER FROM (E) ROOF DS TO ANEW DS AS SHOWN GUTTER TO REDIRECT EXTERIOR WALL WATER TO (N) DS BELOW i ROOF OVERHANG AWNING BELOW G 'S�opF (N) STANDING SEAM METAL ROOFING r (E) ROOF OVERHANG TO REMAIN (N) DOWNSPOUT. REDIRECT WATER FROM (E) ROOF DS TO A NEW DS AS SHOWN PORTION OF (E) ROOF y OVERHANG TO BE REMOVED (E) DS TO BE / REDIRECTED / J LANAI BELOW GUTTER D.S., TYP. ROOF PLAN 6C:ALt:1/4" = 1'-U" 1 (E))HOUSE ROOF (2,_6" 4 A3.1 N 1 A 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 ATHICKNESS OF NOT LESS THAN .0019". IRC 903.2. 2. FOR ROOF VENTILATION, 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 ,,,*AEL RES/pF OAP � tiT Z O J G) Q Z RD, F�TT w o1�„ (F WA • 206 `' N O 00 z 014. In W Q w w 3 o 0 Z LU Ov ♦ J W oLU w zLUC m O I to Q w N V __xx Q W w LU Z CieJ V z ` N Q .. W Z a � � w ine J p3 O Q W co LU LU w LLI ce r� LU Z IV 00 N w ID = PRINT DATE: 7/1/21 t— ~ DRAWING ISSUE: DATE: Q PRELIM. PRICING SET 2/19/21 Z PERMIT SET 6/27/21 O 0 Q DRAWN BY: NC Z REVIEWED BY: TLR O H 0 O Z LU t— J I.L � LL w O o p oe 0. O V LU V t— Z 0 1..1� V RECEIVED Jul 08 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A203 22' 7" 53.57' MAX HT. _ +21'4" 52.33' M 12 ROOF - � 1.5 HEADER -q -N W05 O,+9' 40.0' HEADER SECOND FLOOR FINISH o z W01 SIDING: HARDIPLANK 8.25" HZ5 0 COLOR PLUS CEDARMILL IRON - Lij Q GRAY PLANK, TYP. AT ALL Q "' c,J ELEVATIONS _ Q W 00 -Z z 0 OL -2'-6" 33.54' — —. LD —. —. � —. —. —. —' —' HOUSE MAIN FL Q a 31.0' FIRST FLOOR - v 0 -2' 111/4" 28.57' `� AVERAGE GRADE _ — — — — — — — ——.—...— — ——.—...— — ——.—...— — ——.—...— — — ..— _ _ _ _-6-51/2" 24.54' HOUSE BASEMENT FL SOUTH ELEVATION SCALE: 1/4" = 1'-0" , ,+21'4" 52.33' NORTH ELEVATION 22'-7" 53.57' MAX HT. — — DOWNSPOUT AWNING INTERIOR OF EXISTING RESIDENCE STAIR BEYOND D01 , L , L EGRESS W06 IF—]E:]E:l \\ R! n f! - - IF 71FIF]" ; HEADER ,,^MEL RES/pF OAP tiT Z O LLJ J G) Q Z RDO22'-7" 53.57' `FWA • 206 �01�� MAX HT V N M0 AW Z V` Z_ 0 LU 0 w w LU U LUZ _j c)� O U) � o ce O Z CL LU J a ,.+10'-111/4" 41.9' c Q LU ATTIC STORAGE FLOOR FINISH 0 LL LU z to CC - +g' 40.0' m O L SECOND FLOOR FINISH Q W_ N U 06 w Lu Z Cie � J +21'4" 52.33' ROOF CONCRETE STEM WALL V N.. 2' 6" 33.54' 0 � HOUSE MAIN FL LU Q Z 3 --- ±0" 31.0' ------------ LU O z FIRST FLOOR � +0.2 +0.0' +0.0' Q O coLU 31.2 (N) ROCK PAVERS N 31.0' (E) GRAVEL 31.0' LU J DRIVEWAY -2-111/4 28.57 ce _ _ _ _ PROVIDE THRESHOLD YAVERAGE GRADE w Um Q REDUCER AT DOOR STEP l ^ W —.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—-6-5112" 24.54' Z HOUSE BASEMENT FL (D M vV P N WEST ELEVATION SCALE: 1/4" = 1'-0" (N)STANDING SEAM METAL ROOFING W13 W12 W11 W IIn = PRINT DATE: 7/1/21 vDRAWING ISSUE: DATE: Q PRELIM. PRICING SET 2/19/21 Z PERMIT SET 6/27/21 O U IIn OL 22'-7" 53 7' — — — — — — — — — — — — — MAX HT. Q DRAWN BY: —.—.—.—.—.—.—.—...— — ——.—.—.—.— +21'4" 52.33' cn REVIEWED BY' IF 'E, 3 — - ___ PROPOSED GRADE EXISTING GRADE EAST ELEVATION GUTTER HEADER DOWNSPOUT GUARDRAIL N co ROOF Z O t- 0 Z O V LU H N V) LU > O o O N +9' 40.0' O �` SECOND FLOOR FINISH a W z W -Z-6" 33.54' HOUSE MAIN FL 31.0' FLOOR -Z-111/4" 28.57' AVERAGE GRADE _ 4-6-51/2" 24.54' HOUSE BASEMENT FL R RECEIVED Jul 08 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A301 NC TLR SCALE: 1/4" = 1'-U" SCALE: 1/4" = 1'-U" (N) EXTERIOR WALL HARDIE PLANK SIDING, SEE ELELATIONS VAPORSHIELD "WRAPSHIELD SW MEMBRANE PLWD. SHEATHING PER STRL. 2x6 STUDS @ 16" O.C. R-21 BATT INSULATION PLWD. SHEATHING PER STRL. CERTAINTEED "MEMBRAIN" PTD. 1/2" GWB 2" MIN. CLR. TO SIDING. PROVIDE METAL FLASHING AT BASE OF WALL BASE FLASHING, EXTEND UP WALL AND ONTO ROOF 6" MIN. CRITICAL RE -SLOPING OF (E)ROOF FOR REDIRECTING DOWNSPOUTS. VERIFY W/ ROOFING SUB BEST DETAILING METHODS BASED UPON EXISTING TYPE OF ROOFING. SLOPE ROOF AWAY FROM GARAGE 1/4:12 PER PLAN ADDING NEW CANT STRIPS, SHEATHING, UNDERLAYMENT AND ROOFING (MATCHING EXISTING), TYING INTO EXISTING ROOFING, TAKING CARE TO AVOID ANY POSSIBILITY OF FUTURE WATER INTRUSION. 0 � z w Q O w LE = zU) (Do J Q Q (E) EXTERIOR WALL (N) 1/2" GWB AT GARAGE INTERIOR (E) PLWD. SHEATHING (E) 2x4 STUDS W/BATT INSULATION (E) 1/2" GWB 0 M D03 REMOVE (E) SIDING EXISTING AT (E) WALL RESIDENCE o- OPENING ~ LU CRAWL ACCESS o � SPACE AND VENT CID co (E) BASEMENT CONIC WALL 6 MIL. BLACK POLYETHYLENE VAPOR BARRIER, LAPPING JOINTS MIN 6" % EXTENDING TO \ A. FOUNDATION WALL o GRADE SHALL BE CLEANED OF < ALL VEGETATION AND ORGANIC MATERIAL SECTION bUALt: 112" = 1'-U" OFFICE W11I OW1 W13 STAIR RAILING GUARDRAIL - & Uj y� L M LU co � � HANDRAIL � STORAGE .—.—.—.—.—.—.—.—.—.—. \ GWB AT UNDERSIDE \ OF STAIR \ \ D05 z \ W m �� \ c \ v �v- PROVIDE THRESHOLD REDUCER AT DOOR STEP FOOTING PER STRL TYP. (N) INTERIOR WALL PTD. 1/2" GWB 2X4 FRAMING PER STRL. PTD. 1/2" GWB ATTIC STORAGE TYP. FLOOR ASSEMBLY FLOOR FINISH PER OWNER PLYWOOD SHEATHING PER STRL. 11 7/8 TJI PER STRL. 5/8" TYPE X GWB 5/8" TYPE X GWB, TYP @ i CAR GARAGE CEILING 1-CAR GARAGE ,..�.,•...,•..., a ...,•,...,•,.,. fi Is SEALANT SLOPING CONC. SLAB PER STRL. K STEGOWRAP 10MIL VAPOR BARRIER R-10 RIGID INSULATION 2' @ PERIMETER 4" CLEAN COMPACTED GRAVEL SLOPED SLAB TRUSS ROOF ASSEMBLY MECHANICALLY SEAMED STANDING SEAM METAL ROOF 'GRACE ULTRA' HIGH TEMP SELF -ADHERED PRODUCT PLYWOOD SHEATHING PER STRL. 1" MIN. AIR SPACE INCL. CONT. BAFFLES 2X12 RAFTERS PER STRL. MIN. R-38 BATT INSULATION -PTD. 1/2" GWB — . — . — . — . — . — . 22'-4" 53.32' MAX HT. 52.33' ROOF �`,• r `RON METAL EAVE FLASHING, MATCH FLASHING AT (E) RESIDENCE, TYP. 1X FASCIA BOARD, MATCH FASCIA BOARD AT (E) RESIDENCE, TYP. TYP. ROOF AWNING ASSEMBLY ROOF MEMBRANE FELT UNDERLAYMEMT PLYWOOD SHEATHING PER STRL. RIPPED TO SLOPE FRAMING PER STRL METAL FLASHING AT AWNING, TYP. 1X FASCIA BOARD AT AWNING, TYP. R-10 INSULATION @ HEADERS TYP TYP. (N) EXTERIOR WALL +9' 40.0' SECOND FLOOR FINISH HARDIE PLANK SIDING, SEE ELELATIONS VAPORSHIELD "WRAPSHIELD SW MEMBRANE PLWD. SHEATHING PER STRL. 2x6 STUDS @ 16" O.C. R-21 BATT INSULATION CERTAINTEED "MEMBRAIN" PTD. 1/2" GWB PT SILL PLATE, TYP._ _ _ _ _ _ OL 2'-6" 33.54' MIN. CLR. @ HOUSE MAIN FL % SIDING, TYP ;TYP. FOUNDATION WALL ;FILTER FABRIC ±p 31.0' ;DRAIN ROCK — — — — — FIRST FLOOR ;STUC-O-FLEX "WATERWAY" 11 MM DRAINAGE MAT NAPROSHIELD "WRAPSHIELD SW MEMBRANE 'CONC. WALL PER STRL 4" PERFORATED DRAINPIPE AT PERIMETER, TYP. -2'-8 1 /4" 28.32' AQ FOOTING PER STRL., TYP. AVERAGE GRADE -6-5 1/2" 24.54' HOUSE BASEMENT FL X -L RES/pF LU _j OG> Q Z F�TTCF WA • 26De,p V N M0 Z AW V` o W Q LU w U 0 O Z ce LU LU /�� v ♦ O J O w m zLU L.L OI Q w_ V < __xx W LU Uj Z Cie U z ` J 0 . . 0 J:je LU Z Q LU � J O O Q W w LU LLU J H LU z IV 0_ co cn w 0 = H II-- U Z O U 0 PRINT DATE: DRAWING ISSUE: PRELIM. PRICING SET PERMIT SET 7/1/21 DATE: 2/19/21 6/27/21 Q DRAWN BY: NC REVIEWED BY: TLR Z O H 0 O w N Cie z LU > O o U U �U^ � V J H O V RECEIVED Jul 08 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A4.1 X -L RES/pF LU_j OG> Q Z F�TTCF pDe,6Wq . 2 1.-0 N O 00 z o W Q W W V 3 Z W Z" D� 5 Q Ln 21 W W Z V 0 W J O w LUJ LU LUL I Q Lo W z O 00 W 0 r PRINT DATE: DRAWING ISSUE: Q PRELIM. PRICING SET Z PERMIT SET O V 0 Q DRAWN BY: z REVIEWED BY: O 0 z O V W N Cie z W O o � o CU V LU Cie U) z O V SECTION SGALE:1/2" = 1'-U" RECEIVED Jul 08 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J w Z 3 0 7/1 /21 DATE: 2/19/21 6/27/21 A402 NC TLR *SPRAY FOAM INSULATION NOTE: SUGGESTED PRODUCT "HEATLOK SOY 200 PLUS", BY DEMILEC. PREFERRED INSTALLER: AT FOAM, JOHN RAYL, P:425-330-6008. A COPY OF THE ICC-ES REPORT FOR THE INSULATION PRODUCT MUST BE PROVIDED ON SITE FOR THE FIELD INSPECTOR. THE APPLIED SPRAY FOAM MUST BE INSTALLED IN ACCORDANCE WTIH THE MANUFACTURER'S INSTRUCTIONS BYACERTIFIED INSTALLER. w coU_ z rn-0 w of 0 O of U-1 LLI �- z z� O MIN. CLR. @ SIDING, TYP / W06 SECTION QrAI F• 1/7" = 9,_n" u D05 ��,f> FOOTING PER STRL W07 W08 W09 / / ov =o �o C ROOF GUARDRAIL WITH ACCESS OPENING TO ROOF DECK ASSEMBLY, PARAPET WALL, AND GUARDRAIL PER 1/A4.3 SLOPE ROOF PER PLAN. MTL FLASHING z FASCIA LANAI o / (N) SIDING SELF ADHERED WRB OVER (E)SHEATHING COUNTERFLASHING METAL DOWN TO DECK TERMINATION BAR AT TOP EDGE OF BASEFLASHING MEMBRANE BASEFLASHING MEMBRANE FULLY ADHERED SINGLE PLY - REMOVE (E) SIDING FASTENER @ PERIMETER EDGE PER (N) PTD. 1/2" GWB MFR. BATHROOM I III LANAI SECTION 2 SCALE: 1/2" = 1'-0" +21'-4" ROOF SEE SHEETA4.1 FOR TYPICAL ASSEMBLY & SECTION NOTES DECK ASSEMBLY COMPOSITE DECKING PT SLEEPERS, MIN 1/4"/FT GRADIENT SINGLE -PLY CONTINUOUS MEMBRANE EXTRA LAYER SINGLE -PLY CONTINUOUS MEMBRANE DENSDECK COVERBOARD PLYWOOD SHEATHING PER STRL SLEEPERS, MIN 1/4"/FT GRADIENT ROOF GUARDRAIL WITH JOISTS PER STRL ACCESS OPENING TO ROOF R-38 SPRAY FOAM INSULATION* / PTD. 1/2" GWB . .. I S TURN UP ROOF MEMBRANE AT PARAPET WALL, 4" MIN OVERLAP WITH CAP FLASHING LANAI GUARDRAIL ON WELDED PLATE. WATERPROOF WELDED PLATE. SHEET METAL PARAPET CAP ON SELF ADHERED MEMBRANE ON TAPERED BLOCK PARAPET WALL. BASE FLASHING TO EXTEND 8" MIN PROVIDE SCUPPER OPENING 16" WIDE X MAX HEIGHT. CLAD -METAL TO MATCH SINGLE -PLY ROOFING, W/4" FLANGES AT INTERIOR SIDE. SEAL EXTERIOR SIDE OF SCUPPER W/LIQUID FLASHING ON ALL 4 SIDE +g' SECOND FLOOR +0" FIRST FLOOR \�\M -L RES/pF OAP Ai J� OG> Q R De, zWq. 2p6 T•� nt Z � o W Q LUJ wU 0 3 O Z CL./�ce � O v ♦ J LLJ 4 oLU w zw m OI Q w <06 CL. w W Z Ciez J Q .. 0 c/ W Q Z w O � J O Q w W J LU � Q w H w ' ^ w 0_ M W (n w 0 = PRINT DATE: 7/1/21 t— DRAWING ISSUE: DATE: Q PRELIM. PRICING SET 2/19/21 Z PERMIT SET 6/27/21 O 0 QI DRAWN BY: NC V) REVIEWED BY: TLR Z O H 0 Z O V w N w F z w O o CU V LU Cie c/ H O V RECEIVED Jul 08 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A403 DOOR SCHEDULE ID LOCATION TYPE DESCR. W HT THK MFR MATL GLZ TEMPERED MIN U-VAL SF NOTES D01 ENTRY EXTERIOR SWING TBD 3'-0" 6'-8" 1 3/4" TBD TBD 21.38 D02 GARAGE EXTERIOR OVERHEAD TBD 10'-0" 8'-0" 1 3/4" TBD ALUMINUM/GLASS X 84.95 D03 GARAGE EXTERIOR OVERHEAD TBD 16'-0" 7'-0" 1 3/4" TBD ALUMINUM/GLASS X 117.70 D04 BATHROOM INTERIOR SWING INSULATED SOLID CORE 2'-8" 6'-8" 1 3/4" TBD TBD .30 19.13 SELF -CLOSING D05 STAIR INTERIOR SWING INSULATED SOLID CORE 2'-6" 6'-8" 1 3/4" TBD TBD .30 18.00 SELF -CLOSING D06 STAIR INTERIOR SWING INSULATED SOLID CORE 2'-6" 6'-8" 1 3/4" TBD TBD .30 18.00 SELF -CLOSING D07 STAIR STORAGE INTERIOR SWING TBD 2'-6" 4'-6" 1 3/4" TBD TBD 12.22 VERIFY HEIGHT IN FIELD D10 LANAI EXTERIOR SWING FULL LITE PANEL 3'-0" 6'-8" 1 3/4" TBD TBD X .30 21.38 D11 ATTIC STORAGE INTERIOR POCKET TBD 3'-0" 6'-8" 1 3/4" TBD TBD 21.38 \�MEL RES/pF LU _j OG> Q z F�TTCF Wq. 2p6De, V N O 00 z w W Q w 0O Z CL./�oe � O W 14 o0 LU W W m O I LU Q W V Q 06 0 cl- LUJ �.. j Z DOOR SCHEDULE NOTES: U ` J 1. DOOR SIZES ARE SLABS NOT ROUGH OPENINGS. N 0 2. ALL GLAZING TO BE NRFC CERTIFIED. Q 3. OWNER TO SELECT DOOR MANUFACTURER AND PRODUCTS AND COORDINATE W/ CONTRACTOR 0 W z Z DOOR SCHEDULE W O O &_tCLALE: 1' = 1'-0" Q m w W J LU Um Q w ' ^ W Z IV 0_ co vn w 0 = PRINT DATE: 7/1/21 H DRAWING ISSUE: DATE: Q PRELIM. PRICING SET 2/19/21 Z PERMIT SET 6/27/21 O V 0 Q DRAWN BY: NC v) REVIEWED BY: TLR z O 0 WINDOW SCHEDULE NOTES: z 1. WINDOWS ARE NOMINAL ROUGH OPENING, WIDTH AND HEIGHT. O 2. ALL GLAZING TO BE NRFC CERTIFIED. U 3. EGRESS MIN OPENING 24"H, 20"W, SILL HT 44" MAX, NET CLEAR OPENING 5.7SF. w 1..1_ 4. CASEMENT WINDOWS USED FOR EGRESS MUST INCLUDE HARDWARE THAT ALLOWS THE WINDOW TO � O OPEN A MINIMUM OF 90° AND PROVIDES FULL WIDTH CLEARANCE IN FULLY OPEN POSITION. N 5. ALL GLAZING WITHIN 18" OF FLOOR SHALL BE TEMPERED GLASS. O 6. FOR ANY OPERABLE WINDOW LOCATED MORE THAN U ABOVE GRADE, THE BOTTOM OF THE OPENING Uj MUST BE A MINIMUM OF 24" AFF. IF OPENING IS LOWER THAN 24", WINDOW WILL COMPLY IF IT DOES NOT Q J OPEN MORE THAN 4" OR IF ITS EQUIPPED WITH A WINDOW OPENING CONTROL DEVICE THAT COMPLIES LU WITH ASTM F2090-10. i 7. WINDOWS LESS THAN 10' ABOVE THE GROUND MUST HAVE LOCKS. Q 8. OWNER TO SELECT WINDOW MANUFACTURER AND PRODUCTS AND COORDINATE W/ CONTRACTOR O ti W WINDOW SCHEDULE U _ 2 O U SCALE:1' = 1'-0" Q Q ICie_ z cn O - V RECEIVED Jul 08 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A7ml WINDOW SCHEDULE ID :]SIZE RO TYPE MFR PRODUCT GLAZING U-VALUE TEMPERED EGRESS SQ. FT. NOTES WIDTH HEIG... W01 8'-0" 2'-0" FIXED TBD TBD LOW-E DOUBLE PANE .30 16.00 W02 2'-6" 2'-0" FIXED TBD TBD LOW-E DOUBLE PANE .30 5.00 W05 8'-0" 2'-0" ANGLED FIXED TBD TBD LOW-E DOUBLE PANE .30 13.13 ANGLED TO CORRESPOND W/ 1 1/2:12 PITCH OF ROOF W06 6'-0" 4'-0" CASEMENT/FIXED TBD TBD LOW-E DOUBLE PANE .30 YES 24.29 MIN. EGRESS OPENING DIMENSIONS: 20" W X 24" H, 5.7 SQFT MIN. W07 2'-7" 5'-6" FIXED TBD TBD LOW-E DOUBLE PANE .30 14.21 W08 4'-6" 5'-6" FIXED TBD TBD LOW-E DOUBLE PANE .30 24.75 W09 3'-0" 5'-6" FIXED TBD TBD LOW-E DOUBLE PANE .30 YES 16.50 W10 6'-0" 2'-0" FIXED TBD TBD LOW-E DOUBLE PANE .30 YES 12.00 W11 5'-3" 2'-0" FIXED TBD TBD LOW-E DOUBLE PANE .30 10.50 W12 5'-3" 2'-0" FIXED TBD TBD LOW-E DOUBLE PANE .30 10.50 W13 5'-3" 2'-0" FIXED TBD TBD LOW-E DOUBLE PANE .30 10.50 0 0 O 0 0 0 I CRITERIA ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAM NG5, SPECIFICATIONS, THE 201b EDITION OF THE INTERNATIONAL BUILDING CODE (15G). 2. DESIGN LOADING CRITERIA ROOF SNOW LOAD 25 PSF FLOOR LIVE LOAD (RESIDENTIAL) 40 P5F FLOOR LIVE LOAD (RESIDENTIAL EXTERIOR DECKS AND 5ALGONIES) 60 PSF 6UARDRAILS/5ALGONY RAILS (ONE OR TWO UNIT DWELLING) 200 L55 WIND : ANALYSIS PROCEDURE: ASGE 7-16 CHAPTER 27 "PART I - BUILDINGS OF ALL HEIGHTS" RISK CATEGORY I I a7 MPH EXPOSURE "G" TOPOGRAPH I G FACTOR Qt = 1.0 WIND BASE SHEAR, NORTH/SOUTH VA = 15.4 K WIND BASE SHEAR, EAST/WEST VA = 7.1 K EARTHQUAKE : ANALYSIS PROCEDURE: 15C "EQUIVALENT LATERAL FORGE PROCEDURE" 5E I SMI G DESIGN CATEGORY (5DG) = D R15K CATEGORY = II 5E15M1G SITE CLASS = D IMPORTANCE FACTOR le = 1.0 MAPPED MGE 55 = 1.31; 5, = 0.46 DESIGN ACCELERATION 56s = 1.05; 561 = 0.51 SEISMIC RESISTING SYSTEM: WOOD PANEL 5EARING SHEAR WALL, R = 6.5 5E15MIG 5A5E SHEAR Vs = b.7 K 3. LATERAL LOADS ARE TRANSFERRED 5Y THE ROOF AND FLOOR DIAPHRAGMS TO THE SHEAR WALLS. FORGES ARE 5ASED ON THE TRIBUTARY AREA FOR EACH SHEAR WALL AND ARE CARRIED 5Y THE SHEAR WALLS TO THE FOUNDATION. 4. STRUCTURAL DRAW I NG5 SHALL 5E USED IN GON JUNGT I ON WITH ARGH I TECTURAL DRAW I NG5 FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND COND I T I ON5 FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO GONSTRUGT I ON. 5. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO GOMMENC I NG ANY WORK. ALL D I MEN51 ON5 OF EXISTING CONSTRUCTION SHOWN ON THE DRAM NG5 ARE INTENDED AS GUIDELINES ONLY AND MUST 5E VERIFIED. 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRAG I NG FOR THE 5TRUGTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN GOMPLETED IN ACCORDANCE WITH THE PLANS. 7. CONTRACTOR SHALL 5E RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TEGHNIGUES, SEQUENGES OR PROGEI )URE5 REWIRED RED TO PERFORM THEIR WORK. THE STRUCTURAL ENG 1 NEER HAS NO OVERALL SUPERV 15ORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPON515I L 17Y FOR THE SPEG I F I G WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, GORREGT, OR REPORT ANY HEALTH OR SAFETY DEFIGIENGIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PRO.IEGT SITE. b. GONTRAGTOR-INITIATED CHANGES SHALL 5E 5U5M I TTED IN WRITING TO THE ARGH I TECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FASRIGATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAAIN65 ONLY WILL NOT SATISFY TH15 REQUIREMENT. DRAW I NG5 I ND I GATE GENERAL AND TYP I GAL DETAILS OF GONSTRUGT I ON. WHERE GOND I T I ONS ARE NOT SPEG I F I GALLY I ND I GATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL 5E USED, 5U5.lECT TO REVIEW AND APPROVAL SY THE ARCHITECT AND THE STRUGTURAL ENGINEER. WHERE INFORMATION ON THE DRAAI NG5 15 IN GONFL I GT WITH THE SPEC I F I GAT IONS, THE MORE STRINGENT SHALL APPLY, 5U5JEGT TO REVIEW AND APPROVAL 5Y THE ARCHITECT AND THE STRUCTURAL ENGINEER. DO NOT SCALE THE DRAAI NG5. 10. DEFERRED SUBMITTALS OF DESIGN BUILD COMPONENTS SHALL BEAR THE STAMP AND SIGNATURE OF A STATE OF AA5H I NGTON REGISTERED PROFESSIONAL ENGINEER AND SHALL 5E APPROVED 5Y THE COMPONENT DESIGNER PRIOR TO GUR5ORY REVIEW 5Y THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE 5A51G STRUCTURE. THE COMPONENT DESIGNER 15 RESPONSIBLE FOR GODS CONFORMANCE AND ALL NEGE55ARY GONNECTI ON5 NOT SPEG I F I GALLY GALLED OUT ON ARGH I TEGTURAL OR STRUGTURAL DRAM NG5. DEFERRED SU5M I TTALS SHALL I ND I GATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON 5A51 G STRUCTURE AND SHALL INCLUDE DESIGN CALCULATIONS WITH THE ENGINEER'S STAMP. THE FOLLOWING COMPONENTS SHALL 5E DEFERRED 5U5MITTAL5 FOR TH15 PROJECT: RAILINGS. 11. SPECIAL INSPECTION: EXPANSION BOLTS, SCREW ANCHORS, AND EPDXY GROUTED INSTALLATIONS SHALL SE SUPERVISED IN AGGORDANGE WITH 15G 5EGT I ON5 1104 $ 1105 AND THE PROJECT 5PEG I F I GAT I ONS BY A QUALIFIED TE5TI NG AGENGY DESIGNATED BY THE OWNER. THE TESTING AGENGY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE OWNER, ARGH I TECT, STRUCTURAL ENGINEER, CONTRACTOR AND BUILDING OFF I G I AL. ANY MATERIALS AH I GH FAIL TO MEET PROJECT SPECIFICATIONS SHALL 5E BROUGHT TO THE ATTENTION OF THE ARCHITECT. GENERAL 5TRUGTUR,4L NOTES (The following apply unless shown otherwise on the plans) 12. FOUNDATION NOTES: ALLOWABLE 501L PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST 5E VERIFIED IN THE FIELD. IF SOILS ARE FOUND TO 5E OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR P05515LE FOUNDATION REDE5I6N. FOOTI NG5 SHALL 5EAR ON FIRM, UND I STUR5ED EARTH (CONTROLLED, GOMPAGTED STRUCTURAL FILL OR BOTH) AT LEAST lb" BELOW LOWEST AD JAGENT F I N I SHED GRADE. FOOTING DEPTH5/ELEVATI ON5 5HOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE E5TA5L15HED BY THE GONTRAGTOR IN THE FIELD. UNLE55 OTHERA15E NOTED, FOOTINGS SHALL BE GENTERED UNDER COLUMNS OR AALL5 ABOVE. 5AGKFILL 5EHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR 5U55URFAGE DRAINAGE. THE STRUCTURAL DESIGN 15 BASED ON THE FOLLOWING ASSUMED VALUES: ALLOWABLE SOIL PRESSURE PASSIVE SOIL PRESSURE SOIL GOEFFIGIENT OF FRICTION RENOVATION ,500 PSF 550 PCF 0.55 13. DEMOLITION: VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EX 15T I NG CONSTRUCTION AS REWIRED RED AND IN A MANNER 5U I TABLE TO THE WORK 5EQUENCE5. EXISTING REINFORCING SHALL BE SAVED WHERE AND A5 NOTED ON THE PLANS. 5AN GUTTING, IF AND WHERE USED, SHALL NOT GUT EXISTING REINFORCING THAT 15 TO SE SAVED. DEMOLITION DE5R 15 SHALL NOT 5E ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. A. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL 5E ACCOMPLISHED 5Y 5AW GUTTING WHEREVER P05515LE. 5. VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO GUTTING ANY OPENINGS. C. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, RESAR DOWELS EPDXIED INTO THE EXISTING CONCRETE SHALL 5E PROVIDED TO MATCH HORIZONTAL REINFORCING, UNLE55 OTHERWISE NOTED ON PLANS. 4. GHEGK FOR DRYROT AT ALL EXTERIOR NALL5, EXISTING TOILET ROOM FLOORS AND WALLS, AREAS 5HONING WATER 5TAIN5, AND ALL WOOD MEMSER5 IN SA5EMENT AND CRAWL 5PACE5. ALL ROT SHALL 5E REMOVED AND DAMAGED MEM5ER5 SHALL 5E REPLACED OR REPAIRED AS DIRECTED SY THE STRUCTURAL ENGINEER OR ARGHITEGT. 7. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOA5: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST EARTH 3" FORMED SURFACES EXPOSED TO EARTH (i.e. AALL5 5ELOW GROUND) OR WEATHER 2" 5LA55 AND WALLS (INTERIOR FACE) I" lb. GAST- I N-PLAGE CONCRETE: SEE ARGH I TEGTURAL DRAM NG5 FOR EXAGT LOCATIONS AND D I MENS I ON5 OF DOOR AND WINDOW OPENINGS IN ALL GONGRETE AALL5. SEE MEGHANIGAL DRAWINGS FOR SIZE AND LOGATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE AALL5. SEE ARGHITEGTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED GONGRETE SURFACES, 50TH GAST-IN-PLAGE AND PRECAST. 11. EXPANSION 5OLT5 INTO CONCRETE SHALL 5E "STRON6-50LT 2 WEDGE ANCHOR", AS MANUFACTURED 5Y SIMPSON STRONG -TIE ANGHOR SYSTEMS. INSTALL IN STRICT AGGORDANGE WITH I.G.G. REPORT NO. ESR-3037 INCLUDING STANDARD EMBEDMENT REOUIREMENT5 U.O.N. PROPOSED 5U55TITUTION5 SHALL SE SUBMITTED FOR REVIEW WITH I.G.G. OR I APMO UE5 REPORTS INDICATING EOU I VALENT OR GREATER LOAD GAPAG I TI E5. SPECIAL INSPECTION 15 REQUIRED FOR ALL EXPANSION 50LT INSTALLATION. 20.5GREW ANGHOR5 INTO CONCRETE SHALL 5E "TITLN HD", AS MANUFACTURED BY 51MP50N STRONG -TIE ANCHOR SYSTEMS. INSTALL IN 5TRICT AGCORDANGE WITH I.G.G. REPORT NO. E5R-2713 INGLUDING STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROPOSED SUBSTITUTIONS SHALL 5E 5UBMITTED FOR REVIEW WITH I.G.G. OR I APMO UE5 REPORTS I ND I GATI NG EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION 15 REQUIRED FOR ALL 5GREA ANCHOR INSTALLATION. 21. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) INTO GONGRETE SHALL BE INSTALLED USING "SET-XP" ADHESIVE ANCHOR AS MANUFACTURED BY 51MPSON STRONG -TIE ANCHOR SYSTEMS. INSTALL IN STRICT AGGORDANGE WITH I.G.G. REPORT NO. E5R-250b, INGLUDING STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROPOSED SU55TITUTIONS SHALL 5E SUBMITTED FOR REVIEW WITH I.G.G. OR IAPMO UES REPORTS INDICATING EQUIVALENT OR GREATER LOAD GAPAG I T I E5. SPECIAL INSPECTION OF INSTALLATION 15 REQUIRED. 22. FRAMING LUMBER: SHALL 5E KILN DRIED OR MG -la (MOISTURE GONTENT LESS THAN I�%), AND GRADED AND MARKED IN CONFORMANCE WITH W.G.L.1.5. STANDARD NO. 17 GRADING RULES FOR WEST COAST LUMBER. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X, 3X, AND 4X MEMBERS) DOUGLAS FIR OR HEM -FIR NO. 2 G waf;e E 5EAM5 AND 5TRIN6ERS (INCLUDING 6 X AND LARGER MEMSER5) DOUGLAS FIR NO. 15. GONGRETE SHALL 5E MIXED, PROPORTIONED, CONVEYED AND PLACED IN AGGORDANGE WITH AGI 301. CONSTRUCTION TOLERANCES SHALL NOT EXCEED THOSE LISTED IN AGI 111. CONCRETE SHALL ATTAIN A 2b-DAY STRENGTH OF f'c = 2,500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 5AGK5 OF CEMENT PER GU51G YARD AND SHALL 5E PROPORTIONED TO PRODUGE A SLUMP OF 5" OR LE55 (5EFORE THE ADDITION OF ADMIXTURES). THE WATER/GEMENT RATIO SHALL NOT EXCEED 0.55 FOR FOOTIN65 AND 0.45 FOR ALL 5LA55 AND EXPOSED GONGRETE UNLE55 OTHERWISE NOTED. EXCEPT FOR FOOTINGS AND 5LA5 ON GRADE, AGGREGATE SIZE SHALL NOT EXCEED 3/4" THE MINIMUM AMOUNT OF CEMENT AND THE MAXIMUM SLUMP MAY 5E CHANGED IF A CONCRETE PERFORMANCE MIX 15 SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO AEEK5 PRIOR TO PLAG I NG ANY GONGRETE. (THE NG RATIO L I M I T5 STILL APPLY) . THE PERFORMANCE M I X SHALL INCLUDE THE AMOUNTS OF CEMENT, GEMENTITIOUS MATERIAL, FINE AND GOAR5E AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER GEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN AGGORDANGE WITH AGI 301. GHEM I GAL ADMIXTURES AND FLY ASH SHALL GONFORM TO ASTM C414 AND C615 RESPECTIVELY. FLY ASH PERGENTAGE OF TOTAL GEMENTITIOU5 MATERIAL SHALL NOT EXCEED 20%. THE USE OF A PERFORMANCE MIX REQUIRES SATGH PLANT INSPECTION, THE COST OF WHICH SHALL 5E BROUGHT TO THE ATTENTION OF THE OWNER. REVIEW OF MIX 5USM I TTAL5 5Y THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY TO GONTRAGT DOGUMENT5. GONTRAGTOR MAINTAINS FULL RE5PON5151LITY FOR 5PEGIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL 5E AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT GONFORM I NG TO ASTM G260. TOTAL AIR GONTENT FOR FR05T-RE515TANT CONCRETE SHALL SE IN AGGORDANGE WITH AGI 318-14 TABLE 1Q33.1. ALL GONGRETE EXPOSED TO THE WEATHER AND ALL GARAGE 5LA55-ON-6RADE SHALL 05TAIN A 2b-DAY STRENGTH f'c OF 3,000 P51 IN AGGORDANCE WITH AGI 315 TABLE 11.5.2.1 AND 15C SECTION 1104.1. TH15 INCREASE IN REOU I RED STRENGTH 15 FOR DURAS 1 L I TY ONLY (SPECIAL INSPECTION 15 NOT REGU I RED) . ALL CONCRETE TO RECEIVE A STEEL TROWELED F I N I5H SHALL NOT 5E AIR -ENTRAINED. 16. RE I NFORG I NG STEEL (FOR RESIDENTIAL) SHALL GON515T OF #4 5AR5 GONFORM I NG TO ASTM A615, GRADE 40, f y = 40,000 PSI AND SHALL 5E DETAILED (INCLUDING HOOK5 AND BENDS) IN ACCORDANCE WITH AGI 315 AND 515. LAP ALL CONTINUOUS RE I NFORGEMENT 4b BAR DIAMETERS, 2'-0" MINI MUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS, LAP 2'-0" MINIMUM. PROVIDE (2) #4 MIN. U.N.O. TRIM 5AR5 AROUND ALL OFENIN65 IN CONCRETE WALLS OR 5LA55 EXTENDING 2'-0" PAST CORNERS, TYPICAL. WELDED WIRE FA5RIG SHALL CONFORM TO A5TM A1064. LAP AD.IAGENT MATS OF WELDED WIRE FA5RIG A MINIMUM OF S" AT SIDES AND ENDS. NO 5AR5 PARTIALLY EM5EDDED IN HARDENED CONCRETE SHALL SE FIELD BENT UNLESS SPECIFICALLY 50 DETA I LED OR APPROVED BY THE STRUCTURAL ENGINEER. NO REINFORCING 5AR5 SHALL BE "NET -SET" INTO THE CONCRETE. PROVIDE A 20' LONG RESAR GROUND (UFER GROUND) PER ELECTRICIAN. POSTS AND TIMBERS DOUGLAS FIR NO. STUDS, PLATES $ MISCELLANEOUS LIGHT FRAMING DOUGLAS FIR OR HEM -FIR NO. 2 (A5 NOTED ON PLANS / DETAILS) 25. GLUED LAMINATED MEMBERS SHALL 5E FA5RIGATED IN GONFORMANGE WITH ASTM D3737 AND ANSI AI�O.1 STANDARDS. EACH MEMBER SHALL BEAR AN A.I.T.G. IDENTIFICATION MARK AND SHALL SE AGGOMPANIED SY AN A. I .T.G. CERT I F I GATE OF GONFORMANGE. GERT I F I GATES OF GONFORMANGE MUST SE MADE AYAILA5LE TO 5UILDING IN5PEGTOR5. ALL SIMPLE SPAN 5EAM5 SHALL 5E DOUGLAS FIR GOM5INATION 24F-V4, Fb = 2,400 P51, Fv = 240 PSI, E = 1,500 K51. ALL GANTILEVERED OR CONTINUOUS 5EAM5 SHALL 5E DOUGLAS FIR GOMSINATION 24F-V5, Fb = 2,400 P51, Fv = 240 P51, E = I,bOO K51. GAM5ER ALL SIMPLE SPAN GLULAM 5EAM5 TO 5,000' RADIUS UNLESS SHOWN OTHERWISE ON THE PLANS. ALL GLUE LAMINATED GOLUMN5 SHALL BE DOUGLAS FIR GOMSINATION 2, Fc = QOO P51, Fby = 1,500 P51, Fbx = 1,100 P51, E = 1,100 K51 (4 LAM5 MINIMUM DEPTH). 24. LAMINATED VENEER LUMBER (LVL) SHALL SE DESIGNED AND MANUFACTURED PER ASTM D5456. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, AND THE INDEPENDENT INSPECTION AGENCY'S LOGO. ALL LAMINATED VENEER LUMBER SHALL 5E MANUFACTURED USING DOUGLAS FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM 02551 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. MINIMUM STRUCTURAL PROPERTIES ARE AS FOLLOWS: Fb = 2600 PSI, E = 2.0 x 106 PSI, Fv = 255 PS DESIGN SHOWN ON PLANS 15 5A5ED ON MATERIALS MANUFACTURED 5Y THE AEYERHAEU5ER CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED 5U5JEGT TO REVIEW AND APPROVAL 5Y THE ARGH I TECT AND STRUCTURAL ENG 1 NEER. QUANTU M CONSULTING ENGINEERS 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com SEAL: PROJECT: FELTON GARAGE APPROVAL: PERMIT SUBMITTAL 4/30/21 NO. DESCRIPTION DATE I BY ISSUES: 0 REVISIONS: 0 P.M. SKK P.E. TCN DRAWN BY: SC SCALE: AS SHOWN DATE: 04/30/11 JOB NO. 21180.01 SHEET TITLE: GENERAL STRUCTURAL Ki n T e RECEIVED Jul 08 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET NO. 0 0 O 0 0 I 0 GENERAL 5TRUGTUR,4L NOTES A13BREYIATI10% (The following apply unless shown otherwise on the plans) @ At L Angle d Penny (Nails) LB. Pound Diameter LL Live Load ° Degrees LLH Long Leg Horizontal 25. LAMINATED STRAND LUMBER (LSL) SHALL BE DESIGNED AND MANUFACTURED PER ASTM D5456. EACH PIECE 51. WOOD FASTENERS: # #,,. nds Number LLY Long g Le g Vertical SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE LON61T. LT. WT. Longitudinal Lightweight GRADE, AND THE INDEPENDENT INSPECTION AGENCY'S LO60. ALL LAMINATED STRAND LUMBER SHALL BE A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: (A) Above MANUFACTURED US I N6 A WATERPROOF ADHESIVE MEET I N6 THE REQUIREMENTS OF ASTM D255� . MINIMUM A.B. Anchor Boat MAX. Maximum STRUCTURAL PROPERTIES ARE AS FOLLOWS: DRAWING ID NAIL NAME NAIL DIAMETER NAIL LENGTH ADD'L Additional MEGH. Mechanical ALT. Alternate MEZZ. Mezzanine RIM JOISTS AND 5LOGKIN6 (1-1/4" MINIMUM THIGKNE55 AT NON -SHEAR WALL5; SEE SCHEDULE FOR MINIMUM "6d" 6d Common 0.113" 2" APPROX. Approximate MF Moment Frame THIGKNE55 AT SHEAR WALL5): "Sd Box" 8d Box 0.113" 2-1/2" ARCH. Architect MFR. Manufacturer "Sd" 8d Common 0.131" 2-1/2" MIN. Minimum Fb = 1100 PSI, E = 1.3 x 106 PSI, Fv = 400 PSI "IOd-F" IOd Framer 0.151'' 3" (5) Below MISC. Miscellaneous "IOd" IOd Shear 0.148" 2-1/4" B/ Bottom of MK. Mark BEAMS AND HEADERS: 11166" 16d Sinker 0.148" 3-1/4" BF Braced Frame 5LK6. Blocking (N) New Fb = 2525 PSI, E = 1.55 x 106 PSI, Fv = 510 PSI IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS 5LD6. Building N. North TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. BM. Beam N.S. Near Side DE516N SHOWN ON PLANS IS BASED ON MATERIALS MANUFACTURED BY THE WEYERHAEUSER CORPORATION. BOT. Bottom NOM. Nominal ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCH I TEGT AND B. NAILS - SHEATHING FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO 5R6. Bearing NT5 Not to Scale STRUCTURAL ENGINEER. COUNTERSINKING PERMITTED. BTWN. Between O.G. On Center 26. PARALLEL STRAND LUMBER (P5L) SHALL BE DE516NED AND MANUFACTURED PER A5TM D5456. EACH PIECE G. SCREWS SHALL BE WOOD SCREWS OF THE DIAMETER AND LENGTH NOTED ON THE DRAWINGS. SDS G Centerline Camber O.D. O.F. Outside Diameter Outside Face SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE FASTENERS ARE SIMPSON STRONG DRIVE SCREWS. GIP Gast In Place O.H. Overhang GRADE, AND THE INDEPENDENT INSPECTION AGENCY'S LO60. ALL PARALLEL STRAND LUMBER SHALL BE MANUFACTURED USING DOU6LA5 FIR STRANDS GLUED WITH A WATERPROOF ADHESIVE MEETING THE G.J. Construction Joint or Control Joint OPN6. Opening REQUIREMENTS OF A5TM D255� WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. MINIMUM D. HOT DIPPED GALVANIZED NAILS, BOLTS AND METAL PLATES -ALL NAILS, BOLTS AND METAL PLATES IN Clip Complete Joint Penetration OFF. Opposite STRUCTURAL PROPERTIES ARE AS FOLLOWS: CONTACT WITH PRESSURE TREATED (INGLUDIN6 FIRE -RETARDANT TREATED) LUMBER SHALL BE HOT in g GLR. Clear PAF Powder Actuated Fastener 6 DIPPED GALVANIZED. GMU Concrete Masonry Unit PC Precast Fb = 2Q00 P51 E = 2.2x 10 P51 Fv = 2Q0 P51 COL. Column PERM. Permanent 32. WOOD FRAMING NOTES: THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: GONG. Concrete PERP. Perpendicular DESIGN SHOWN ON PLANS 15 BASED ON MATERIALS MANUFACTURED BY THE WEYERHAEUSER CORPORATION. CONN. Connections PJP Partial Joint Penetration ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND A. ALL WOOD FRAMING DETAILS NOT 5HOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM GONST. Construction FL or Plate STRUCTURAL ENGINEER. STANDARDS OF THE IBG. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE GONT. Gontinuous PLF Pounds per linear Foot 2304.10.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENIN65 WITH MECHANICAL AND GSK. Countersink PLYWD Plywood 21. WOOD I -JOIST DE516N SHOWN ON PLANS 15 BASED ON JOISTS MANUFACTURED BY THE WEYERHAEUSER PREFAB. Prefabricated CORPORATION. ALTERNATE I -JOIST MANUFACTURERS MAYBE USED SUBJECT TO REVIEW AND APPROVAL BY ARCHITECTURAL DRAWIN65. PROVIDE WA5HER5 UNDER THE HEADS AND NUTS OF ALL 5OLT5 AND LAG 05A Deformed Bar Anchor PSF Pounds per 5ctuore Foot THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SGREWS BEARING ON WOOD. TIGHTEN BOLTS AND LAG SCREWS SNUGLY AGAINST WOOD FRAMING DBL. Double P51 Pounds per 5ctuore Inch SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE I.G.G. OR IAPMO UES APPROVAL FOR EQUAL OR AFTER WOOD HAS REACHED 5PECIFIED MOISTURE CONTENT. DEG. Degree P.T. or PT Post -Tensioning GREATER LOAD CAPACITIES. ALL JOIST HAN6ER5 AND OTHER HARDWARE SHALL BE COMPATIBLE IN 51ZE DF Doug Fir -Larch P/T Pressure -Treated WITH WOOD JO15T PROVIDED. GLUE FLOOR JOISTS TO SHEATHING A5 REQUIRED BY THE JOIST B. WALL FRAMING: ALL BEARING AND SHEAR WALL5 SHOWN AND NOT OTHERWISE NOTED SHALL BE 2 x 4 DIA. Diameter MANUFACTURER. STUDS @ 16'' O.G. AT INTERIOR WALLS AND 2 x 6 @ 16'' O.G. AT EXTERIOR WALLS. TWO STUDS MINIMUM DIAG. Diagonal RAO. Radius SHALL BE PROVIDED AT THE END OF ALL BEARING AND SHEAR WALL5 AND AT EACH 51DE OF ALL DIAPH. Diaphragm REF. Reference 25. WOOD 5HEATHIN6 SHALL BE APA RATED, EXTERIOR GLUE; EXPOSURE 1, IN CONFORMANCE WITH THE DIM. Dimension REINF. Reinforce or Reinforcement REQUIREMENTS FOR THEIR TYPE I N DOG P5-1 OR P5-2. SEE PLANS FOR THIGKNE55, PANEL I DENT I F I GAT I ON OPEN 1 N65. SOLID BLOCK N6 FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS DN. Down READ. Recp ired INDEX AND NAILING REQUIREMENT5. BELOW. DO Ditto REV. Revise UNLESS OTHERWISE NOTED ON THE PLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH FACE GRAIN DTL. Detail R.O. Rough Opening PERPENDICULAR TO SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN ALL BEARING STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING DWG. Drawing J015T5/TRU55E5 AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR 5HEATHIN6 EDGE5 SHALL HAVE BELOW WITH 16d NAILS AT S" O.G. STA66ERED OR BOLTED TO CONCRETE WITH 5/5" DIAMETER ANCHOR S. South APPROVED TONGUE -AND -GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOGKING. ALLOW 1/8" BOLTS WITH 3"x3"xl/4" PLATE WASHERS @ 4'-0" O.G., UNLESS INDICATED OTHERWISE. INDIVIDUAL (E) Existing SGH. or 5GHED. Schedule 5PAGIN6 AT ALL PANEL ED6E5 AND ENDS OF FLOOR AND ROOF 5HEATHIN6. TOENAIL 5LOGKIN6 TO MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH IOd-F NAILS @ 8" O.G. E. East SECT. Section SUPPORTS WITH (2) IOd-F NAILS AT EACH END, UNLESS OTHERWISE NOTED. AT BLOGKED FLOOR AND ROOF STA66ERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND EA. Each SHT. Sheet DIAPHRA&M5 PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAIL WITH EDGE NAILING NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE 6YP5UM WALLBOARD ON INTERIOR 5URFAGE5 AND E.F. Each Face SIM. Similar SPACED PER PLANS. WHERE NOT NOTED OTHERWISE, NAIL PANEL ED6E5 WITH Sd NAILS @ 6" O.G. ED6E5, 12" GYPSUM SHEATHING ON EXTERIOR SURFACES ATTACHED TO ALL STUDS, TOP AND BOTTOM PLATES AND EL. Elevation 506 Slab On Grade O.G. IN THE FIELD. 5LOGKIN6 WITH SCREWS AT 8" O.G. USE 1-1/4 " W #6 5GREW5 FOR 1/2'' 6WB AND 5/8" 6W5 WHERE ELEV. Elevator SPEC. Specification OCCURS. USE 1-1/4'' W #6 GALVANIZED 5GREW5 FOR 1/2'' 6W5 AND 5/8" EXTERIOR GYPSUM 5HEATHIN6, EMBED. Embedment Length 50. Square 21. ALL WOOD EXPOSED TO WEATHER, OR BEARING ON UNPROTECTED CONCRETE BELOW GRADE, OR BEARING WHERE OCCURS. VERIFY THE FIRE ASSEMBLY REQUIREMENTS WHERE APPLICABLE WITH THE ARCHITECT. EN6R. EQ. Engineer Equal 50. FT. 5Q. IN. 5ctuore Feet 5ctuore Inches) ON UNPROTECTED CONCRETE LESS THAN S" FROM EXPOSED EARTH SHALL BE PRESSURE -TREATED, U.O.N. E.W. Each Way 5FF Spruce -Pine -Fir PRESSURE TREATMENT SHALL BE WITH AN APPROVED PRESERVATIVE AND BRANDED WITH A QUALITY G. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE J015T5 UNDER ALL PARALLEL PARTITIONS THAT EXTEND EXP. Expansion 5.5. 5tainle5s Steel CONTROL A6ENGY MARK BY THE AMERICAN WOOD PRESERVERS BUREAU OR EQUAL. ALL METAL HARDWARE OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENIN65 IN FLOORS OR ROOFS UNLESS EXT. Exterior 5TD. Standard IN CONTACT WITH TREATED WOOD SHALL BE PROTECTED WITH A 6185 GALVANIZED COATING (ZMAX) OR OTHERWISE NOTED. PROVIDE 50LID BLOCKING AT ALL BEARING POINTS. NAIL ALL MULTI -JOIST BEAMS STIFF. Stiffener BETTER. ALL NAILS IN TREATED WOOD SHALL BE HOT -DIP GALVANIZED OR BETTER. PROVIDE 2 LAYERS OF T06ETHER WITH IOd-F NAILS @ 8" O.G. 5TA66ERED UNLESS OTHERWISE NOTED. FDN. Foundation 5TL. Steel 30# ASPHALT IMPRE6NATED BUILDING PAPER BETWEEN NON -PRESSURE -TREATED LEDGERS, BLOCKING, ETC., FIN. Finish 5TR. Structural AND CONCRETE. D. P051TIVE CONNECTIONS: PROVIDE THE FOLLOWING SIMPSON CONNECTORS AT TYPICAL FRAMING UNLESS FLR. Floor SUB. Substitute OTHERWISE NOTED ON PLAN OR DETAIL. PROVIDE GGQ/EGGQ GAPS AND PBS BASES AT POSTS. FRP Fiber Reinforced Polymer 5YM. 30. TIMBER CONNECTORS GALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMP50N F.S. For Side COMPANY, AS SPECIFIED IN THEIR CATALOG NO. G-G-201 �i . EQUIVALENT DEVICES BY OTHER MANUFACTURERS PROVIDE BG BASE WHERE P05T BEARS ON WOOD FRAMING BELOW. PROVIDE LUS SERIES HANGERS FT. Foot or Feet T/ Top of MAY BE SUBSTITUTED, PROVIDED THEY HAVE I.G.G. OR IAPMO UE5 APPROVAL FOR EQUAL OR GREATER FOR 2X FLOOR AND ROOF JOISTS. CONNECTORS SHALL BE SIZED TO MATCH THE SIZE OF THE FRAMING FT6. Footing T$5 Top and Bottom LOAD CAPACITIES. CONNECTORS SHALL BE 51 ZED TO MATCH THE 51 ZE OF THE FRAMING MEMBERS BEING MEMBERS BE I N6 CONNECTED. T $ G Tongue $ Groove CONNECTED. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. GONNEGTORS GA. Gauge TEMP. Temporary SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR GALV. Galvanized THRU Through STRAPS GONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR 5OLT5 IN EACH MEMBER. ALL BOLTS GL 6lue Laminated T.O.G. Top of Concrete IN WOOD MEMBERS SHALL CONFORM TO A5TM A301. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF 6WB Gypsum Wa11 Board T.O.S. Top of Steel ALL BOLTS AND LA6 5GREW5 BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. T.O.W. Top of Wa11 ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. HD6 Hot Dipped Galvanized TRANS. Transverse ALL BOLTS TIGHTENED TO SNUG TIGHT. HDR. Header TS Tube Steel HF Hem Fir TYP. Typical H&R. Hanger HORIZ. Horizontal U.O.N. Unless Otherwise Noted H55 HolloA Structural Section HT. Height VERT. Vertical VIF Verify in Field I.D. Inside Diameter I.F. Inside Face W. West IN. Inch W/ or A/ With INFO. Information W.H.S. Welded Headed Stud INT. Interior NO Without W.P. Work Point JT. Joint W.T.S. Welded Threaded Stud WWF Welded Wire Fabric K Kips KSF Kips per Square Foot X SECT. Gross Section K51 Kips per Square Inch X-5TR Extra Strong XX-5TR Double Extra Strong 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com SEAL: PROJECT: FELTON GARAGE APPROVAL: PERMIT SUBMITTAL 4/30/21 NO. DESCRIPTION DATE I BY ISSUES: 0 REVISIONS: 0 P.M. SKK P.E. TCN DRAWN BY: SC SCALE: AS SHOWN DATE: 04/30/11 JOB NO. 21180.01 SHEET TITLE: GENERAL RECEIVED STRUCTURAL Jul 08 2021 CITY E N O T F SDS DEVELOPMM DEVELOPMENT VI SERVICES DEPARTMENT SHEET NO. Simi FOUNDATION PLM NOTES: ALL DIMENSIONS AND ELEVATIONS ON THE STRUCTURAL PLANS ARE FOR GENERAL INFORMATION ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR WITH THE ARCHITECTURAL DRAWINGS BEFORE CONSTRUCTION BEGINS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER IMMEDIATELY. 2. SEE SHEETS 51.0 AND 51.1 FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS. SEE SHEET 55.0 FOR TYPICAL CONCRETE AND FOUNDATION DETAILS. 5EE SHEET 54.0 FOR TYPICAL WOOD DETAILS. 3. 5LAB-ON-GRADE SHALL BE 4" THICK CONCRETE REINFORCED WITH #4 @ 16" O.C. EACH WAY AT MID -DEPTH, U.O.N. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION REGARDING 5UB-GRADE M015TURE BARRIER AND ELEVATIONS, ETC. 4. FOR SLAB -ON -GRADE JOINTS, SEE DETAIL 2/53.0. 5. WHERE NEW CONCRETE 15 CAST A6AIN5T EXISTING CONCRETE FOUNDATIONS, DRILL AND EPDXY #4 DOWELS x 3'-0" LONG TO LAP WITH THE NEW FOOTING LONGITUDINAL REINFORCING (5" MINIMUM EMBEDMENT), SEE DETAIL7/53.0. 6. ALL WOOD BEARING ON UNPROTECTED CONCRETE, EXP05ED TO WEATHER, OR WITHIN 5" OF FINISHED GRADE SHALL BE PRESSURE -TREATED, U.O.N. 7. FOR SILL PLATE ANCHOR BOLT LAYOUT TO CONCRETE FOUNDATION WALL5 AND 5LAB5, 5EE DETAIL 1/54.0. 5. ALL BEARING AND SHEAR WALLS SHALL BE 2x4 ® 16" O.C. INTERIOR AND 2x6 @ 16" O.C. EXTERIOR U.O.N. 1. POSTS INDICATED ARE AT THI5 LEVEL. ALL POSTS NOT SPECIFIED SHALL BE (2) 2x U.O.N. 50L I D 5AWN MEMBERS OF EQUIVALENT 51 ZE MAY BE SUBSTITUTED FOR BUILT-UP MEMBERS (SUCH AS A 4x(o FOR (5) 2x4). 10. SW-x INDICATES SHEAR WALL AT THIS LEVEL. SEE SHEAR WALL SCHEDULE 6/54.0 FOR 5HEATHIN6, BLOCKING, NAILING, AND ANCHOR BOLT REQUIREMENTS. ALL EXTERIOR WALLS SHALL BE SHEATHED PER 5W-6 CRITERIA U.O.N. II. HDUx INDICATES HOLDOWN TO CONCRETE FOUNDATION WALLS OR FOOTIN65. SEE 12/54.0 FOR HOLOOWN DETAIL. USE MIN. (2) 2x POST U.O.N. INDICATES FOOTING INDICATES FOUNDATION WALL, WOOD BEARING WALL OR SHEAR WALL 5 4-x INDICATES SHEAR WALL TYPE AT THI5 LEVEL. SEE PLAN NOTE 10 INDICATES WOOD BEARING OR SHEAR WALL AT THI5 LEVEL. SEE PLAN NOTES 8 4 10 INDICATES STRAP TYPE AT THI5 LEVEL. SEE PLAN NOTE II INDICATES (E) FOOTING INDICATES (E) FOUNDATION WALL OR (E) WOOD WALL ABOVE FLOOR FRAMING FOUNDATION PLAN SCALE: 1/4" = 1'-0" QUANTUM CONSULTING ENGINEERS 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com SEAL: PROJECT: FELTON GARAGE 8415 TALBOT RD EDMONDS, WA 98026 APPROVAL: PERMIT SUBMITTAL 4/30/21 NO. DESCRIPTION DATE BY ISSUES: 0 REVISIONS: 0 P.M. SKK P.E. TCN DRAWN BY: SC SCALE: AS SHOWN DATE: 04/30/11 JOB NO. 21180.01 SHEET TITLE: FOUNDATION PLAN RECEIVED Jul 08 2021 CITY OF EDMONDS DEVELOPMENT SERVICES SHEET NO. S2mO AWNING ROOF s tY STRAP ARC SHEAR WAL OPENING PE UPPER FLOOR FRAMING PLAN UPPER FLOOR FRAMIN6 PLAN NOTES: I. ALL DIMENSIONS AND ELEVATIONS ON THE STRUCTURAL PLANS ARE FOR GENERAL INFORMATION ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR WITH THE ARCHITECTURAL DRAWINGS BEFORE CONSTRUCTION BEGINS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER IMMEDIATELY. 2. SEE SHEETS 51.0 AND 51.1 FOR GENERAL STRUCTURAL NOTES AND ABBREVIATION5. 5EE SHEETS 54.0, 54.1 AND 54.2 FOR TYPICAL WOOD DETAILS. 3. TYPICAL FLOOR FRAMING CON515T5 OF 23/32" APA RATED T46 5HEATHIN6 (INDEX 46/24), LAID FACE 6RAIN PERPENDICULAR OVER 14" TJI 110 JOISTS AT 16" O.C. HANG TJI JOISTS WITH ITS TOP FLANGE HAN6ER5 TYPICAL AT FLUSH BEAMS, U.O.N. 4. NAIL FLOOR 5HEATHING TO FRAMING WITH Sd NAILS (0.1311(P x 2.5" LONG) AT 65" O.C. AT ALL PANELS E06E5 AND 8d NAILS AT 12" O.C. AT INTERMEDIATE FRAMING MEMBERS (UNBLOCKED). SEE DETAIL 6/54.0. 5. ALL BEARING AND SHEAR WALL5 SHALL BE 2x4 ® 1611 O.C. INTERIOR AND 2x6 1611 O.C. EXTERIOR U.O.N. 6. POSTS INDICATED ARE AT TH15 LEVEL. ALL POSTS NOT SPECIFIED SHALL BE (2) 2x U.O.N. SOLID SAWN MEMBERS OF EOU I VALENT SIZE MAY BE SUBSTITUTED FOR BUILT-UP MEMBERS (SUCH AS A 4x(b FOR (5) 2x4). I. PROVIDE 50L I D OR BUILT-UP WOOD POSTS BENEATH THE ENDS OF ALL FLOOR BEAMS AND ALL P05T5 ABOVE FOR FULL BEARING. PROVIDE BLK6. AT JOISTS PER DETAIL rt/54.1. 8. ALL HEADERS NOT 5HOWN ON PLAN SHALL BE (2) 2x10 FOR EXTERIOR BEARING WALL5 AND (2) 2x10 FOR INTERIOR BEARING WALL5. SEE 10/54.1 AND 11/54.1 FOR HEADER DETAIL. 1. FOR TOP PLATE SPLICE SEE DETAIL 6/54.1. 10. AL I6N A J015T OR J015T BLOCK I N6 OVER THE FULL LENGTH OF ALL BEARING/SHEAR WALL5. SEE 5/54.0 FOR SPECIAL SHEAR WALL BLOCKING REOU I REMENT5. SW-x INDICATES SHEAR WALL AT THI5 LEVEL. SEE SHEAR WALL SCHEDULE 5/54.0 FOR 5HEATHIN6, BLOCKING, NAILING, AND ANCHOR BOLT REGUIREMENT5. ALL EXTERIOR WALL5 SHALL BE SHEATHED PER 5W-6 CRITERIA, U.O.N. 12. 05x INDICATES HOLDOWN STRAP TO FRAMING BELOW WALL. SEE 10/54.0 FOR STRAP HOLDOWN DEATIL AT FLOOR -TO -FLOOR AND BEAM 5UPPORTING SHEAR WALL END. USE MIN. (2) 2x P05T U.O.N. �I A35 BOTH SIDES AT TOP $ BOTTOM TO PLATES INDICATES FRAMING DIRECTION INDICATES EXTENT OF FRAMING SA-x INDICATES SHEAR WALL TYPE AT THI5 LEVEL. SEE PLAN NOTE II INDICATES WOOD BEARING OR SHEAR WALL AT THI5 LEVEL. SEE PLAN NOTES 5 $ II INDICATES WOOD BEARING WALL OR SHEAR WALL BELOW INDICATES NON -BEARING/ NON -SHEAR WALL AT THI5 LEVEL. SEE 2/54.1 FOR CONNECTION DETAILS — L+ INDICATES HEADER MEMBER. SEE PLAN NOTE 8 INDICATES MULTIPLE STUD P05T AT THI5 LEVEL. SEE PLAN NOTE rt INDICATES STRAP TYPE AT THI5 LEVEL. SEE PLAN NOTE 12 INDICATES (E) CONSTRUCTION QUANTUM CONSULTING ENGINEERS 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com SEAL: PROJECT: FELTON GARAGE 8415 TALBOT RD EDMONDS, WA 98026 APPROVAL: NO. IPERMIT SUBMITTAL 4/30/21 DESCRIPTION I DATE I BY ISSUES: 0 REVISIONS: 0 P.M. SKK P.E. TCN DRAWN BY: SC SCALE: AS SHOWN DATE: 04/30/11 JOB NO. 21180.01 SHEET TITLE: UPPER FLOOR RECEIVED FRAMING PLAN Jul °$oCITY OF °DS DEVELOPMENT SERVICES DEPARTMENT SHEET NO. S2ml F 0 0 0 0 ,< � 10/54.2 l>, ROOF FRAMING PLAN SCALE: 1/4" = I'-0" ROOF FRAMIN6 PLAN NOTES. ALL DIMENSIONS AND ELEVATIONS ON THE STRUGTURAL PLANS ARE FOR GENERAL INFORMATION ONLY AND SHALL 5E VERIFIED 5Y THE GONTRAGTOR WITH THE ARGHITEGTURAL DRAWINGS BEFORE CONSTRUCTION SE61 N5. ANY D 15GREPANG I E5 SHALL 5E BROUGHT TO THE ATTENTION OF THE ARGH I TEGT AND EN61 NEER IMMEDIATELY. 2. SEE SHEETS 51.0 AND 51.1 FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS. SEE SHEETS 54.0, 54.1 AND 54.2 FOR TYPIGAL WOOD DETAILS. 5. TYP I GAL ROOF FRAMING GONS 15TS OF 15/52'' APA RATED SHEATHING (INDEX 32/16), LAID FAGS 6RA I N PERPEND I GULAR OVER TYP I GAL ROOF JOIST 11-7/8" TJI 210 @ 16'' O.G., U.O.N. 4. NAIL ROOF SHEATH I N6 TO FRAM I N6 WITH 56 NAILS x 2.5" LONG) AT 6" O.G. AT ALL PANELS EDGES AND 8d NAILS AT 12'' O.G. AT INTERMEDIATE FRAM I N6 MEMBERS (UNBLOGKED) . SEE DETAIL 6/54.0. 5. PROVIDE SOLID BLOGK I N6 BETWEEN EAGH ROOF JOIST AT SUPPORTS. PROVIDE AN HI GL I P AT EVERY MEMBER TO TOP PLATE. 6. ALL HEADERS NOT SHOWN ON PLAN SHALL BE (2) 2x10 FOR EXTERIOR BEARING WALLS AND (2) 2x10 FOR INTERIOR BEARING WALLS. SEE 10/54. FOR HEADER DETAIL. 1. PROVIDE SOLID OR BUILT-UP WOOD POSTS 5ENEATH THE ENDS OF ALL ROOF BEAMS FOR FULL BEARING. 8. FOR TOP PLATE SPLICE SEE DETAIL 6/54.1. LE&M. INDIGATE5 FRAMING DIRECTION INDIGATE5 EXTENT OF FRAMING - - INDIGATE5 WOOD 5EARING WALL OR SHEAR WALL BELOW — I ND I GATES HEADER MEMBER. SEE PLAN NOTE 6 INDIGATE5 (E) WOOD BEARING WALL OR (E) SHEAR WALL BELOW QUANTU M CONSULTING ENGINEERS 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com SEAL: PROJECT: FELTON GARAGE APPROVAL: PERMIT SUBMITTAL 4/30/21 NO. DESCRIPTION DATE I BY ISSUES: 0 REVISIONS: 0 P.M. SKK P.E. TCN DRAWN BY: SC SCALE: AS SHOWN DATE: 04/30/11 JOB NO. 21180.01 SHEET TITLE: ROOF FRAMING PLAN RECEIVED Jul 08 2021 CITY OF EDMONDS DEVELOPMENT SERVICES SHEET NO. S2m2 0 0 0 0 w 0 0 %a" x I%2" PREMOLDED CONT. MASTIC JOINT STRIP. CORNER BARS TO MATCH (JOINT MAY BE 5AW-GUT CORNER BARS TO OR055 WALL HORIZ. AT CONTRACTOR'S OPTION) MATCH HORIZ. REINF. REINF. (ALT. HOOKS) 00 g°° 0 g°° 00 cb PROVIDE CONTROL OR °° 08 ° .°O °° 09 ° .°°° CONSTRUCTION JOINTS IN • 5LAB5-ON-6RADE TO BREAK UP CONTROL JOINT SLAB -ON -GRADE INTO SMALL 50UARE OR APPROXIMATELY ADDITIONAL SECOND POUR F I R5T POUR RECTANGULAR AREA5. NO ACUTE VERT. BARS ANOLE5. THE RATIO OF LONG TO KEYED GOLD JOINT SHORT 51 DE D I MEN51 ON 5HALL 5EE PLAN FOR 5LAB NOT EXCEED 1.5. MAXIMUM JOINT OR055 THI CKNE55 AND CONTINUE REINF. 5PAC I N6 5HALL NOT EXCEED 36 WALL RE I NFORG I N6 (TYP) THROUGH JOINT TI ME5 THE 5LAB-ON-GRADE THICKNE55 IN EACH DIRECTION. CONTRACTOR 5HALL SUBMIT 1500 HOOK. HOOK JOINT LAYOUT PLAN TO MAY BE 5KEWED ARCHITECT FOR APPROVAL. TO MAINTAIN COVER ° k 00 cb °° Of ° °° ° 100 51N&LE CURTAIN L�J III 2'-0" PLASTIC VAPOR BARRIER (WHERE OCCURS) AND PLAN I CONSTRUCTION JOINT COMPACTED GRANULAR FILL PER 6EOTECHNICAL REPORT TYPICAL CORNER BAR AND WALL END BAR ARR"EMENT 50,LE: NONE I TYPICAL 5L#&ON-GRADE JOINTS 50ALE: NONE 'Z DETAIL SCE: i"=i'-o" 3 MTAIL SCE: 1"=11-0" 4AT CONCRETE WA J-5 OR FOOTINGS 5LEEVE5 [-PIPE A5 REQUIRED. SHEATH I N6 AND 5HEAR WALL PRE55URE TREATED 51 LL PLATE v' ku E06E NAILING PER 5HEAR AND ATTACHMENT PER 5HEAR E: < #4 DOWEL5 TO LAP WALL 50HEDULE (5EE ARCH. WALL 50HEDULE (MIN. 2x SILL w w/ HORIZ. REINF., 3I_pil DW65. FOR 5HEATHIN6 PLATE w/ 5/a"O ANCHOR BOLTS 0� DRILL EPDXY AT NON -SHEAR WALL5) ® 48 O.G. w/ PLATE WASHERS ~o TYP �3x3x%4; EMBED MIN. 7" INTO z GLEAN ROUGHEN SLAB -ON -GRADE GONG. AT NON -SHEAR W,4LL5) O SURFACE, TYP. N v PER PLAN _ = Ck _ = GONG. FOUNDATION PER PLAN (E) GONG. WALL . � � - - - - - - ��O°o°g°o° o o MIN. (E) GONG. FTC. 111 0Til0�0 000 000 0 00 `�' EXCAVATION - � NOT ALLOWED v BELOW THIS #4 DOWEL TO LAP m d 2�-p�� -0 1 LINE W/ CONTINUOU5 - - - 1'-4" (2) #4 HORIZ. MIN. MIN. FOOTING REINF., FOOTING TO 10 DRILL $ EPDXY. Inlinill BEAR DIRECTLY ON 5UITABLE NOTE: ALIGN B/ FTC. BEARING 501L5 PIPES MUST RUN PERPENDICULAR THROUGH WALL (NOT SKEWED) DETAIL TYPICAL PGULAR TO LOCATIONS 50ALE: NON 6 TYPICAL NEW FOUNDATION TO EXISTING FOUNDATION SCE: NONE TYPICAL INTERIOR KALL FOUNDATION MIGKE W SLAB) SCE: ► OW S PRE55URE TREATED 5HEATHIN6 AND 5HEAR SILL PLATE AND ATTACHMENT PER 1/54.0 WALL EDGE NAILING PER 5HEAR WALL 50HEDULE (2) #4 HORIZ. TOP #4 ® 16" O.G. VERT. HOOK 5LAB REINF. ALTERNATE HOOK DIRECTION v x FIN15H GRADE �� 5LAB ON GRADE REINF. 2 ILL SLAB -ON -GRADE PER ARCH. PER PLAN (5LOPE PER ARCH) #4 ® 12" O.G. HORIZ. PER PLAN W - GLR. ° �o d0 o ��Pop° .09.61o°gO o oec �o OO° LU Q. 0. (2) #4 HORIZ. • -E z�IqQa WIn ZO ° �0004 o .— o v )�'_cs (2) #4 HORIZ. FOOTING DRAIN, PER ARCH., CIVIL OR II m TYPICAL FOOTING PER 10/55.0 CONTRACTOR 2 811 GLR. MIN. 5'-0" MIN. 4" 5" 4" TO DAYLIGHT DETAIL "=t'-O" TYPICAL PERIMEMR MLL FOUNDATION AT SLAB -ON -GRADE 50A-E: Now I Q TYPICAL THICKENED SLAB AT DOOR 5CALE: ► W I I DETAIL 50ALE: NONE QUANTUM CONSULTING ENGINEERS 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com SEAL: PROJECT: FELTON GARAGE 8415 TALBOT RD EDMONDS, WA 98026 APPROVAL: SUBMITTAL 4/30/21 NO. IPERMIT DESCRIPTION I DATE I BY ISSUES: 0 REVISIONS: 0 P.M. SKK P.E. TCN DRAWN BY: SC SCALE: AS SHOWN DATE: 04/30/11 JOB NO. 21180.01 SHEET TITLE: TYPICAL RECEIVED Jul 08 2021 CITY OF NDS FOUNDATION/SLABEVED°EPMENT PARTM ORVCES DETAILS SHEET NO. S3mO 0 0 0 0 I I A rC A li Lino n1 rG A T GL1C A 0 IAI A I I G TYPICAL SILL PLATE BOLTING -PLAN VIEW 5cALE: NoNE 21-011 MIN. PANEL CONTINUOUS PANEL EDGE DIMENSION PANEL E06E NAILING PER PLAN 5HEATHIN6 PER PLAN FIELD NAILING AT INTERMEDIATE FRAMING MEMBERS PER PLAN — 5HEATHIN6 JOINT, PANEL E06E NAILING PER PLAN, TYP. WHERE FULLY BLOCKED DIAPHRAGMS ARE SPECIFIED ON THE PLANS, PROVIDE 2x4 FLAT BLKG. AT SHEATHING JOINTS, SEE DETAIL A I \ 'I .I rx .I I /'I I I• I• •I I I --- -- I I• — — — — — - -- 'I .I - I • I I I' •I I •I •1 1 I. I •I I' •I I I. I •I •I TYPICAL ROOF AND FLOOR DIAPHRAGM SHEATHING FRAMING ORIENTATION PER PLAN —7 HOLDOWN STUDS OR P05T PER PLAN, (2) 2x MIN. 5HEATHIN6 AND SHEAR WALL EDGE NAILING PER SHEAR WALL 50HEDULE SHEAR WALL E06E NAILING AT EACH HOLDOWN STUD OR P05T HOLDOWN STRAP PER PLAN (EACH 51 DE WHERE NOTED ON PLAN) 5HEATHIN6 PER PLAN 50LID BLOCKING TO MATCH HOLDOWN STUDS FRAMING CONTINUOUS WHERE OCCURS IOd-F NAILS @ 5" O.G. TYP. AT BUILT-UP STUDS z 0 N 1 z 0 STUD, BLK6. OR PLATE AS OCCURS PANEL JOINT 1 PANEL EDGE I I I I 5PACIN6 PER 1 + 1 5HEARWALL 1 .I .I 1 5GHEDULE — PANEL JOINT TYPICAL STAGGERED NAILING (3) EQ SPACES, TYR STUD, RIM J015T OR BLK6. A5 OCCURS i I I +I i I I + I I +1 NOTE: 5TA66ER EA. LINE OF NAILING (AT ALL PANEL EDGE5) A5 I ND I GATED PANEL E06E NAILING PER PLAN, SEE 2/54.0 2x4 FLAT BLKG. DETAIL FLAT BLOCKING AT PANEL EDGES READ PANEL E06E NAILING PER PLAN 2x4 NAILER w/ IOd-F NAILS @ 6" O.G. J015T BEYOND AT J015T SPLICE WHERE OCCURS DETAIL B PANEL EDGE NAILING AT JOIST SPLICE NOTES: I. RUN LONG DIMENSION OF 5HEATHIN6 PANELS PERPENDICULAR TO FRAMING. 2. WHERE FRAMING LAP SPLICE AND 5HEATHIN6 JOINTS ARE OFFSET, SEE DETAIL B ABOVE. MIN. HOLDOWN MIN. NUMBER STRAP END STRAP OF NAILS LENGTH EACH END 11A11 G516 (15) ad 1'-411 50ALE: NONE i SHEAR WALL 5GHEDULE BOTTOM PLATE ATTACHMENT TOP PLATE ATTACHMENT SHEAR SHEAR WALL PANEL PANEL 2x BOTTOM PLATE ANCHOR BOLTING RIM J015T OR BLOCKING WALL 5HEATHIN6 EDGE EDGE NAILING CONNECTION TO RIM OF SILL PLATE TO CONNECTION TO TOP PLATE TYPE Oj FRAMING O J015T OR BLOCKING CONCRETE BELOW 4 5 6 BELOW 3x PLATE 2x PLATE INTERIOR WALL EXTERIOR WALL 5W-6 7/I6" APA 2x 0.1 0.0. 0.148"ox5V4" @ 6" O.G. !/8" (P @ 45" O.G. 8/8" (P @ 48" O.G. A55 @ 16" O.G. LTP4 @ 16" O.G. ONE -SIDE SHT6. 011 @ 6 O.G. � 5W-4 7/I6" APA 3x OR (2) 2x 0.13111(Px2%2" 41, 0.145"(Px3%4" @ 4" O.G. 5/8"(P @ 45" O.G. 5/8"O @ 32" O.G. A55 @ 16" O.G. LTP4 @ 16" O.G. ONE -SIDE 5HT6. @ O.G. 8 01 INSTALL PANEL 5HEATHIN6 EITHER HORIZONTALLY OR VERTICALLY FOR THE ENTIRE LENGTH OF THE WALL PER PLAN. WALL STUD 5PACIN6 SHALL BE 16" O.G. MAXIMUM. O2 ALL INTERMEDIATE WALL STUDS SHALL BE PER PLAN. PROVIDE BACKING FRAMING AT ALL PANEL ED6E5 INCLUDING HORIZONTAL BLOCKING PER THE SCHEDULE. O3 PROVIDE NAILING TO ALL PANEL E06E5, TOP $ BOTTOM PLATES AND HORIZONTAL BLOCKING. PROVIDE THE SAME NAILING PATTERN TO EACH MULTIPLE STUD OF THE BUILT-UP HOLD DOWN POST. NAIL PANEL TO INTERMEDIATE FRAMING MEMBERS w/ 0.131 "0 x 2%2" @ 12" O.G. ® EMBED GA5T-IN-PLACE 5/8"O ANCHOR BOLTS 7" MIN. (OR EMBED ADHESIVE ANCHOR BOLTS 5 1/2" IN (E) CONCRETE; SEE STRUCTURAL NOTES). PROVIDE PLATE WASHER 3" x 3" x 1/4" AT EACH ANCHOR BOLT. SILL PLATES SHALL BE TREATED PER GENERAL NOTES, AND SHALL BE 2x OR 3x PER THE SCHEDULE. SEE DETAIL 1/54.0 FOR OTHER REOUIREMENT5. O PROVIDE HOT DIPPED GALVANIZED NAILS, BOLTS, OR METAL PLATES FOR ALL CONNECTORS IN CONTACT WITH PRE55URE TREATED MEMBERS. © PROVIDE 0.131 "4 x 1-1/2" LONG NAILS FOR CLIPS DIRECTLY ATTACHED TO FRAMING MEMBERS; PROVIDE 0.151 "0 x 2-I/2" LONG NAILS FOR CLIPS INSTALLED OVER FLOOR OR WALL 5HEATHINC7 ON FRAMING MEMBERS. SEE 6/54.1 FOR TOP PLATE SPLICE. 0 ALTERNATIVE TO 3x 5TUD5 AND 3x HORIZ. BLOCKING 15 (2) 2x 5TUD5/BLK6. NAILED T06ETHER WITH 0.145" �P x 3" LON6 NAILS WITH THE SAME 5PAGIN6 A5 THE PANEL EDGE NAI L I N6 PER THE 50HEDULE (STAGGER). ® 5TA66ER NAILS PER 2/54.0. ® RIM J015T/BLOCKIN6 MINIMUM WIDTH OF 15/4". 5TA66ER NAILS PER 2/54.0 WHERE 5PACING 15 LE55 THAN 6" O.G. 50ALE: NOW 6 SHEAR WALL 5GHEDULE - Sd NAILS 5HEATHIN6 AND SHEAR WALL EDGE NAI L I N6 PER SHEAR WALL SCHEDULE UP TO %2" OF FLAT SHIM MAY BE PLACED HERE TO AID IN INSTALLATION OF HOLDOWN TOP OF GONG. PER PLAN EMBEDMENT LENGTH PER 5GHEDULE — HOLDOWN STUDS OR P05T PER PLAN, (2) 2x MIN. SHEAR WALL EDGE NAILING AT EACH HOLDOWN STUD OR P05T 1 CONNECTORS TO HOLDOWN 1 1 1 1 STUD AS REOU I RED BY MFR. SEE 50HEDULE II HOLDOWN PER PLAN II pt II IOd-F NAILS @ 5" O.G. TYP. AT BUILT-UP STUDS I I— FRAMING CONTINUOUS 1 1 _ WHERE OCCURS ICI II II I,I 7CONCRETE REINFORCING CA5T-IN-PLACE HEADED ANCHOR BOLT AND 5TD. WA5HER, OR ALL - THREAD WITH DOUBLE HEAVY HEX NUTS AND 57D. WA5HER 50ALE: NOW I S ANCHOR 1ANCHORBOLT CONNECTORS HOLDOWN BOLT � IN CONCRETE TO HOLDOWN EMBED LENGTH STUDS HDU2 8/8 "(p 1311 (6) 505 %411x2%2" 50REW5 HOU4 5/8 "(p 1311 (10) 505 r 11x2V2" SCREWS NOTE: PROVIDE HOT DIPPED GALVANIZED NAILS, BOLTS, OR METAL PLATES FOR ALL CONNECTORS IN CONTACT WITH PRE55URE TREATED MEMBERS. QUANTUM CONSULTING ENGINEERS 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 2W.957.3900 FAX 2W.957.3901 www.quantumce.com SEAL: PROJECT: FELTON GARAGE 8415 TALBOT RD EDMONDS, WA 98026 APPROVAL: PERMIT SUBMITTAL 4/30/21 NO. DESCRIPTION DATE BY ISSUES: REVISIONS: P.M. SKK P.E. TCN DRAWN BY: SC SCALE: AS SHOWN DATE: 04/30/11 JOB NO. 21180.01 SHEET TITLE: TYPICAL RECEIVED WOOD DETAILS Jul 082021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET NO. S4mO TYPICAL FLOOR TO FLOOR HOEDOWN STRAP 4 FLOOR TO HEADER HOLDOWH STRAP 50ALE: NONE I I O I TYPICAL HOLDOWN TO CONCRETE 50ALE: NONE 12 0 0 0 0 DETAIL OUT GIRC NOT( 'V' NOT( LET - NOT( STUD DEPTH MAX. DEPT MIN. DEPTH MIN. 5/8" EDGE 015T (TYP) SCALE: NONE I I STUD DEPTH FULL -DEPTH BLOCKING @ 45" O.G. J015T PER PLAN NON -BEARING WALL PER ARCH. DRAWINGS 5IMP50N STG CLIP @ 45" O.G. SLOT VERTICAL (NAIL AT MID -HEIGHT OF SLOT) TYPICAL NON-SmUGT xAL mu SUPPORT (TOP) - I -JOIST (12) IOd-F NAILS @ 3" O.G. STAGGERED IN 2 ROWS AT EACH SIDE CEILING JOIST SC IEDULE SIZE MAX. SPAN 2x4 @ 24" O.G. 8'-0" 2x4 @ 16" 0 G 1'-2" 2x6 @ 24" O.G. 12'-6" 2x6 @ 16" O.G. 14'-4" 2x8 @ 24" O.G. 16'-6" 2x8 @ 16" O.G. Iq'-0" 2x10 @ 24" O.G. 21'-2" 2x10 @ 16" O.G. 24'-3" NOTES: CEILING J015T TABLE BASED ON HF #2, Fb=850 PSI (REPETITIVE MEMBER USE), Fv = 150 P51 E=1.3XIO6P51, OEFL. < L/240 ATTIC LIVE LOAD = 10.0 P5F CEILING DEAD LOAD = 5.0 P5F SCALE: NONE 12 I CEILING JOIST SCHEDULE MAX. DIAMETER OF EACH SPLICE IOd-F NAILS @ 12" O.G. OF HOLES STAGGERED I N 2 ROWS ELSEWHERE HOLES ARE TO BE SPACED AT LEAST A STUD DEPTH FROM A OUT OR NOTCH HOLES ARE TO BE SPACED AT LEAST TWICE THE DIAMETER OF THE LARGEST HOLE A. GUTTING AND NOTCHING WOOD STUDS (DO NOT NOTCH MORE THAN 3 ADJACENT STUDS w/o REVIEW BY ENGINEER) BEARING WALL 5TU05: STUD MAX. DEPTH OF MIN. DEPTH REMAINING SIZE SAW OUT OR NOTCH AFTER OUT OR NOTCH 2x4 1/8" 2-3/8" 2x6 1-5/8" 4-1/8" 2x8 1-1/8" 5-5/8" NON -BEARING WALL STUDS: STUD MAX. DEPTH OF MIN. DEPTH REMAINING 51ZE 5AW OUT OR NOTCH AFTER OUT OR NOTCH 2x4 1-1/2" 2" 2x6 2-3/8" 3-1/8" 2x8 3" 4-1/4" B. HOLES IN WOOD STUDS BEARING WALL: STUD MAX. DIAMETER SIZE OF HOLE 2x4 1-1/2" 2x6 2x8 3" NON -BEARING WALL: STUD MAX. DIAMETER 51ZE OF HOLE 2x4 2-1/4" 2x6 3-5/8" 2x8 4-1/2" TYPICAL TOP PLATE SPLICE WHERE HEADER INTERRUPTS DOUBLE TOP PLATE, PROVIDE M5TA24, U.O.N. DOUBLE TOP PLATE A35 AT EXTERIOR HEADERS OVER 6-0" IN LENGTH — (8) IOd-F NAILS, MIN. KING STUD TRIM STUD P05T PER PLAN, (PROVIDE MIN. (2) 2x STUDS AT HEADERS OVER 6-0" IN LENGTH) 30TTOM CHORD SPLICE ' 4'-0" MIN. BETWEEN SPLICES SPLICE TO OCCUR AT C� OF STUD (TYP) SHEATHING AND SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE, TYP. (WHERE OCCURS) — RIM J015T OR BLKG. AS OCCURS FRAMING CONDITIONS VARY, FOR INFORMATION NOT NOTED SEE PLAN $ APPROPRIATE DETAILS SCALE: NONE 6 TYPICAL. POST AT FLOOR PROVIDE BLOCKING OR RIM J015T AT BEARING WALLS — SINGLE PLATE (PROVIDE DOUBLE PLATE AT EXTERIOR OPENINGS OVER V-O" IN LENGTH) - HEADER PER PLAN IOd-F NAILS @ 8" O.G. AT BUILT-UP STUDS, TYP. SCALE: NONE I 3 P05T PER PLAN NOTES: I. AT NON -SHEAR WALLS, NAIL STUDS TOGETHER WITH IOd-F NAILS @ 8" O.G. 2. ADDITIONAL STUDS REQUIRED A5 NAILERS, ETC. ARE NOT SHOWN. SHEATHING AND SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE (WHERE OCCURS) IOd-F NAILS w/ TF SAME SPACING A' PANEL EDGE NAIL PER THE SHEAR N SCHEDULE (SEE N( AT NON -SHEAR W, SOLID WOOD BLKG. BELOW P05T TO MATCH P05T SIZE, SHEATHING AND INSTALL WOOD GRAIN WALL EDGE NAI L I1 VERTICALLY SHEAR WALL 50H1 (WHERE OCCURS) (2) IOd-F TOENAILS TOP AND BOTTOM FLOOR FRAMING A5 OCCURS, BLOCK REMAINDER OF BEARING SOLID AS INDICATED. POST PER PLAN IOd-F NAILS w/ THE SAME SPACING A5 THE PANEL EDGE NAILING PER THE SHEAR WALL SCHEDULE (SEE NOTE AT NON -SHEAR WALLS) VARYING ML.L SIZE MLL INTERSECTION SCALE: NOW I I TYPICAL. WALL INTERSECTIONS - RESIDENTIAL BEAM BEARING LENGTH TO MATCH P05T BELOW JOISTS PER PLAN 3" MIN. BEAM PER PLAN STRAP PER PLAN (WHERE OCCURS), CENTER STRAP LENGTH ON WALL END DOUBLE STUD P05T U.O.N. PROVIDE LTP4 IF NO STRAP, BEAM TO PLATE IOd-F NAILS @ 8" O.G. AT BUILT-UP STUDS, TYP. STAIR STRINGER OUT FROM 2x12 HF#I SPACED AT 12" O.G. MAX. (2x12 HF#2 @ 16" O.G. MAX. AT 51 N(7LE FAMILY RESIDENTIAL STAIRS) — BEAM PER PLAN TREADS 4 RISERS PER ARCH. II'-0" MAX. Od-F NAILS w/ THE SAME SPACING A5 THE 'ANEL EDGE NAILING 'ER THE SHEAR WALL 50HEDULE (SEE NOTE NT NON -SHEAR WALLS) SHEATHING AND SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE (WHERE OCCURS) SCALE: NOW I 8 I L510 CLIP EA. END OF EA. STRINGER - 2x6 STRONGBAGK (FAR SIDE) w/ (2) ROWS OF IOd-F NAILS @ 8" O.G. STAGGERED A5 SHOWN QUANTUM CONSULTING ENGINEERS 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com SEAL: PROJECT: FELTON GARAGE 8415 TALBOT RD EDMONDS, WA 98026 APPROVAL: PERMIT SUBMITTAL 4/30/21 NO. DESCRIPTION JDATE BY ISSUES: 0 REVISIONS: 0 P.M. SKK P.E. TCN DRAWN BY: SC SCALE: AS SHOWN DATE: 04/30/11 JOB NO. 21180.01 SHEET TITLE: TYPICAL RECEIVED Jul 08 2021 CITY OF WOOD DETAILS DEVELO PARTM O NDS RV CES SHEET NO. S4ml TYPICAL ALLOWABLE HOLES AND NOTCHES IN STUDS SCALE: NONE I C� I TYPICAL HEADER SCALE: NONE I I O I TYPICAL FLUSH BEAM SCALE: NONE I I TYPICAL STAIR STRINGER SCALE: NONE 12 0 0 0 0 0 0 AWNING DETAIL PER 6/54.2 AWNING DETAIL PER 6/54.2 HERDER PER PLAN 0516 STRAP AT TOP 4 BOTTOM OF 11/54.2 (WHERE OCCURS) 4 11/54.2 (WHERE OCCURS) BOTTOM PLATE OPENING (OVER SHEATHING). FILL ATTACHMENT PER 5HEATHIN6 AND ALL NAIL HOLES AT BLKG. AND PROVIDE A35 BTWN. EACH BOTTOM PLATE PROVIDE A35 BTWN. EACH SHEAR WALL SCHEDULE SHEAR WALL EDGE PROVIDE Sd NAILS @ 2" O.G. NAI L I N6 PER SHEAR ABOVE AND BELOW OPEN I N6 STUD � SILL PLATE AT 51M. ATTACHMENT PER STUD � SILL PLATE AT 51M. (MIN. I bd NAILS @ 8" O.G. WALL SCHEDULE PANEL EDGE SHEAR WALL SCHEDULE AT NON -SHEAR WALLS) PANEL EDGE NAILING PER PLAN (MIN. I(od NAILS @ 8" O.G. NAILING PER PLAN NAILS PER PLAN AT NON-5HEAR WALL5) PANEL EDGE NAILING PER 5HEATHIN6 AND PLAN TO BLKG., TYP. STRAP PER PLAN SHEAR WALL EDGE SHEATHING PER PLAN SHEATHING AND NAILING PER SHEAR SHEAR WALL EDGE SHEATHING PER PLAN SHEATHING PER PLAN WALL 5GHEDULE, TYP. NA I L I N6 PER SHEAR WALL SCHEDULE, TYP. L5L RIM J015T w/ (I) IOd-F i i WALL OPENING NAIL TO TOP AND BOT. L5L RIM J015T w/ 6 �� i i CHORD OF EACH JOIST. (2) IOd-F NAILS TO BLKG. TYP 4/54.2 CONNECTION TO TOP PLATE CONNECTION TO TOP PLATE BELOW PER ! 2x FLAT BLOCKING BELOW PER SHEAR WALL 50HEDULE (MIN. IOd-F SHEAR WALL SCHEDULE (MIN. _ _ _ _ BETWEEN FRAMING (WHERE _ _ _ _ _ J015T PER PLAN TOENAILS @ 8" O.G. AT 1� JOIST PER PLAN IOd-F TOENAILS @ 8 O.G. STRAP IS PERPENDICULAR TO FARMING) NON-5HEAR WALL5 = (2) Sd BOX NAILS AT NON -SHEAR WALLS) - 4'-0" MIN. LENGTH OF L5L EACH J015T TO PLATE BLKG. @ 48" O.G. i HEADER PER PLAN i 2x FLAT BLKG. AT HEADER PER PLAN WHERE OCCURS. _ C520 STRAP w/ (4) IOd STRAP., TYP. WHERE OCCURS. SEE TYPICAL NAILS TO EACH BLKG. 2'-0" CONT. DBL. STUD JAMB5. 2'-0" SEE TYPICAL HEADER DETAIL(5) Ir MIN. NAIL 5HT6. TO EACH STUD MIN. Ir HEADER DETAIL(5) R34, BLKG. TO PLATE w/ SHEAR WALL EDGE NAILING TYPICAL EXTERIOR WALL - I -JOIST FERFENDICUL.AR 5cALE: NONE I TYPICAL EXTERIOR WALL - I -JOIST PARALLEL 50AIE: NONE 2 STRAFPING AROUND SHEAR WALL OPENING 50ALE: NONE 3 STRAP TO BLOCKING DETAIL 50ALE: NONE 4 NO WALL ABOVE @ SIM. BOTTOM PLATE CONT. DBL. 2x6 ATTACHMENT PER SHEAR 13/4" L5L RIM JOIST w/ (I) WALL 5GHEDULE (MIN. 16d SILL w/ A35 TO END - - WINDOW OPENING BOTTOM PLATE DRYWALL 5HEATHI N6 POSTS, PER 12/54.5 ABOVE ATTACHMENT PER BOTTOM PLATE PER ARCH. �� IOd-F NAIL TO TOP AND NAILS @ 8 O.G. AT SHEAR WALL 50HEDULE ATTACHMENT w/ BOTTOM CHORD OF EACH NON -SHEAR WALL5) �� (MIN. 16d NAILS @ 8 O.G. AT 16d @ 8 O.G., TYR JOIST. CONNECTION TO TOP NON-5HEAR WALL5) 2x BOTTOM PLATE L5L RIM J015T w/ (1) IOd-F PLATE BELOW PER SHEAR PANEL EDGE NA I L I N6 PER PLAN 5HEATHIN6 PER NAIL TO TOP 4 BOTTOM WALL 50HEDULE (MIN. IOd-F TOENAILS @ 8" O.G. AT FLASHING PER ARCH. " SHEATHING AND SHEAR 16d NAILS @ 8 O.G. PLAN, TYP. CHORD OF EACH JOIST. LATE NON -SHEAR WALLS) PANEL E06E NAILING PER PLAN PANEL EDGE WALL EDGE NAILING PER SHEAR WALL 50HEDULE SHIM TO MATCH BELOW � Od-FTOP TOENRILS 5HEATH I N6 PER PLAN NAILING PER PLAN FLOOR 5HEATHIN6 @ 8" O.G., TYP. PER (2) Sd BOX ARCH. 5HEATHIN6 TYPICAL FLOOR A35 16" FASTENED NAILS EACH PER PLAN WALL PER PLAN ELEY. BEYOND (2) L5L RIM JOIST, @ O.G. TO JOIST TO PLATE 2x SUBFASGIA LT516 AT EACH STUD DO NOT SPLICE WITHIN 4 -O OF FLOOR OPENING 2x BLKG. BELOW w/ (2) IOd-F PER JOIST PER PLAN, TYP. NAILS TO A 8d NAILS @ 6" O.G. II CONNECTION TO TOP IOd-F TOENAILS @ 8 O.G. ° JOIST PER PLAN EACH JOIST TO LEDGER PLATE BELOW PER (2) Sd BOX NAILS (ORIENTATION PER PLAN) 2x6 LEDGER w/ (3) SHEAR WALL 5GHEDULE 2x DBL TOP PLATE. EACH JOIST TO �� 51MP50N RG CLIP @ 24 O.G. Y4"x4�" SDS SCREWS (MIN. IOd-F TOENAILS @ DO NOT SPLICE WITHIN PLATE, TYP. SHEATHING AND SHEAR 2x6 @ 16" O.G. AT EACH STUD 5" O.G. AT NON-5HEAR 4'-0" OF FLOOR OPENING PANEL E06E NAILING WALL EDGE NAILING DECK J015T PER PLAN w/ 5D RIPPED TO SLOPE YiALL5) PER SHEAR WALL SCREWS INTO J015T TO BE PER ARCH. LUC26Z HANGER PER PLAN, TYP. SCHEDULE, TYP. INSTALLED PERPENDICULAR TO FACE OF LU HANGER NOTE: PER ARCH. SEE 2/54.2 FOR CONDITION 2x10 LEDGER w/ (5) Y4"x3y" (2'-4" MAX) WHERE JOISTS ARE PARALLEL 5D5 50REW5 @ 16" O.G. TYPICAL EXTERIOR WALL WITH DECK ATTACHED - 50ALE: NONE � AWNING DETAIL 50ALE: NONE 1(o EXTERIOR WALL AT FLOOR OPENING - I -JOIST 50A�.E: NONE IDETAIL 50ALE: NOW 8 I -JOIST FERFENDIGULAR L 1.5L 10/54.2 )� 5HEATHIN6 PER PLAN PANEL EDGE NAILING BLKG. TO TOP PLATE PANEL E06E NAILING NOTE: - - FOR INFORMATION NOT PER ARCH. 2x 5UBFA501A, PANEL EDGE PER PLAN TO BLKG. CONN. PER SHEAR PER PLAN NOTED, SEE 6/54.2 (2'-6" MAX.) Np NAI L I N6 PER PLAN WALL 50HEDULE 2x BLKG. @ 24" O.G. (MIN. IOd-F TOENAILS L5L BLKG. 2x6 OUTLOOKER @ w/ H2 TO OUTLOOKER @ 8" O.G. AT II 24 O.G. NON -SHEAR WALLS) (4) IOd-F NAILS = L5TA18 STRAP, ROOF J015T BEND AROUND I -JO 15T 2x 5UBFA501A PER PLAN 5HEATHIN6 PER WEB STIFFENER CORNER FRAMING w/ (2) IOd-F PER PLAN ARCH. w PER PLAN NAILS TO EACH --+++ _ - - - - + + °-�' A34 OUTLOOKER 2x 5UBFA501A w/ _ + - - - + + (2) IOd-F NAILS + +A34 PZ TO EACHo. 5HEATHING AND OUTLOOKER M5TI6 AT EACH STUD v - - L SHEAR WALL EDGE (6) IOd-F NAILS PER < 2x6 A54 NAILING PER SHEAR TJ I WEB STIFFENER 2x6 OUTLOOKER, tz U.O.N. NAIL TO J015T PER PLAN ARCH. o m OUTLOOKER, WALL SCHEDULE v TJI w/ (2) ROWS z Z �� BELOW (BLK6YiALL R H2.5 AT ER. OUTLOOKER OF IOd-F NAILS @ H2.5 @ 48" O.C. �� (HS WHEN GAP > I) 2x10 LEDGER w/ (5) NOT SHOWN) FULL HEIGHT STUDS TO PLATE It 8" O.G. (CLINCHED) �� P Y411 5D5 SORE 0 0 (BALLOON FRAME) PER ARCH. 2ILI-x10 @ I6 O.G. AT EACH STUD 2x BLKG. TO TOP PLATE (2'-6" MAX) BEVELED PLATE w/ RIPPED TO SLOPE CONNECTION PER SHEAR IOd-F NAILS @ 8" O.G. PER ARCH. LU021OZ HANGER WALL SCHEDULE (MINA SHEATHING AND SHEAR To TOP PLATE IOd-F TOENAILS @ 8 O.G. WALL EDGE NAILING PER 1/54,2 PER ARCH. 2' 6" AT NO WALL5) - SHEAR WALL SCHEDULE 14—L 71'NOTE: PER ARCH. i�i „ (2 -6 MAX. OPPOSITE SLOPE (3'-6" MAX.) AT 51MILAR TYPICAL EXTERIOR WALL. TO 2x ROOF 50ALE: NONE C� TYPICAL EXTERIOR WALL. TO SLOPED ROOF - 50ALE: NONE I O AWNIN6 DETAIL 50ALE: NONE I I TYPICAL SAVE C OM - I -JOIST FRAMING 50ALE: NONE � 2 OUTLOOKER - I -JOIST PARALLEL I -JOIST PERPENDICULAR W OUTLOOKER QUANTUM CONSULTING ENGINEERS 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com SEAL: PROJECT: FELTON GARAGE 8415 TALBOT RD EDMONDS, WA 98026 APPROVAL: SUBMITTAL 4/30/21 NO. IPERMIT DESCRIPTION I DATE BY ISSUES: 0 REVISIONS: 0 P.M. SKK P.E. TCN DRAWN BY: SC SCALE: AS SHOWN DATE: 04/30/11 JOB NO. 21180.01 SHEET TITLE: TYPICAL RECEIVED FLOOR DETAILS DEJuoOF os MOONDPMENT CES DEPARTMENT SHEET NO. S4m2 RAILING AND L5TA12 @ 52" O.G. (MAX.) GONN. PER ARCH. J015T TO BLKG. PANEL EDGE NAILING PER PLAN PANEL EDGE NAILING PER PLAN (E) WALL PANEL EDGE NAILING IOd-F NAIL5 @ 6" O.G. TO BLKG. (E) 5HEATHIN6 PER PLAN TO BLKG. = x 2x6 16" O.G. PER PLAN SHEATHING PER PLAN < BALLOON FRAMED SHEATHING PER PLAN = STUDS (OFFSET PER L w/ J015T5) ARCH. SHEATHING AND 5HEAR WALL EDGE NAILING PER SHEAR WALL 50HEDULE (WHERE OCCURS) 51MP5ON RG DECK J015T PER PLAN CLIP @ 24" O.G. 5x6 CONT. BLKG. w/ 2x BLKG. @ 32"O.G. MAX. VENT HOLES PER ARCH. J015T PER PLAN AND A35 EACH END AT (OFFSET w/ 5TUD5) (OFFSET w/ 5TUD5) STRAP LOCATIONS 2x LEDGER w/ (5) IOd-F FIRE BLKG. PER ARCH. LU5 HANGER NAIL5 AT EACH STUD 2x10 LEDGER w/ HEADER PER PLAN (5) % 11x4/2" 505 (WHERE OCCURS) TO EACH 5TUD w/ VENT HOLE5 PER ARCH. DETAIL SCALE: i"=i'-O" I DETAIL SCALE: 1"=1'-0" 2 DETAIL SCALE: i°=i1-011 3 BALLOON FRAMED PARAPET - 2x PERPENDICULAR SCALE: 1"=1'-0" 4 RAILING AND PANEL EDGE NAILING PER PLAN CONN. PER ARCH. 2x LEDGER w/ (2) IOd-F NAILS TO EACH STUD AND IOd-F NAIL5 @ 6" O.G. TO BLKG. 2x6 @ I6" O.G. PANEL EDGE NAILING PER PLAN BALLOON TO BLKG., TYP. FRAMED 5TUD5 2x BLKG. @ 52" O.G. (MAX) 0 tu N (OFFSET w/ 5TUD5), 52" MIN. TOTAL BLKG. LENGTH BOTTOM PLATE 5HEATHIN6 AND 5HEAR ATTACHMENT PER INTERIOR 51DE, WALL EDGE NAILING PER SHEAR WALL 50HEDULE SHEATHING PER 5HEAR WALL 50HEDULE (MIN. I(od @ 5" O.G. AT ARCH. (WHERE OCCURS) NON -SHEAR WALL5) 5HEATHING LTP4 @ 16" O.G. 2x6 CONT. BLKG. w/ PER PLAN SHEATHING AND VENT HOLE5 PER ARCH. 5HEAR WALL EDGE 2x BLKG. J015T PER PLAN NAILING PER SHEAR Sd NAILS @ 6 O.G. A55 EACH END OF BLKG WALL 50HEDULE, TYP. TO BLKG. AT 5TRAP LOCATIONS. H2 BETWEEN BLKG. PANEL EDGE NAILING FIRE BLKG. PER ARCH. L5TA12 AT EACH 2x BLKG. 'X PER PLAN HEADER PER PLAN 2x GE I L I NG NAILER w/ (2) I Od-F IOd-F NAILS @ 6" (WHERE OCCURS) NAILS TO EACH STUD O.G. TO LEDGER $ DETAIL SCALE: "=1'-0" j DETAIL 50ALE: i"=i'-0° 1(o BLKG. SHEATHING PER PLAN BALLOON FRAMED PARAPET - 2x PARALLEL 50ALE: i"=i'-0" 8 (E) ROOF FRAMING (E) SHEATHIN6 (E) RIM w/ ICd-F NAIL TO EACH J015T c WINDOW (E) WALL (E) o OPENING, TYP. CONT. DBL. 2x6 5HEATHIN6 PER PLAN 51 LL, TYP. FLOOR J015T PER PLAN HANGER PER PLAN A35 AT EACH 13/4" L5L LEDGER w/ END, TYP. (4) Y411x4V2" SDS 5GREW5 AT EACH POST PER PLAN STUD iv (2) 2x 5TUD5 MIN. END INTERMEDIATE DETAIL SCALE: i"=i'-O" C� DETAIL SCALE: i°=i'-O" 10 DETAIL 50ALE: 1"=1'-0" 11 DETAIL SCALE: 1"=I'-O" 1:2 QUANTUM CONSULTING ENGINEERS 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com SEAL: PROJECT: FELTON GARAGE 8415 TALBOT RD EDMONDS, WA 98026 APPROVAL: SUBMITTAL 4/30/21 NO. IPERMIT DESCRIPTION I DATE I BY ISSUES: 0 REVISIONS: 0 P.M. SKK P.E. TCN DRAWN BY: SC SCALE: AS SHOWN DATE: 04/30/11 JOB NO. 21180.01 SHEET TITLE: WOOD DETAILSRECEIVED Jul 08 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET NO. S4m3