Loading...
APPROVED BLD ENG_PLN_BLD2020-0955+Architectural_Plan+10.8.2020_4.17.23_PMAPPROVED BY PLANNING 1 - V BILL AND MA R Y A KERS Oct 26 2020 C=53� AVG. GRADE CALL. D=46' 1615 9 TH A VE. N TOTAL = 204 AVERAGE EDMONDS, WA 98020 Parcel # 27031300406300 Legal Description: ENGINEERING DIVISION APPROVED AS NOTED 11 /03/2020 ***No stormwater management system is required. If new and replaced impervious surface (gravel is considered impervious) is 2000sgft or greater a stormwater management system will be required.*** AVG. GRADE = 204/4 = 51' MAX. HEIGHT = 51' + 25' = 76' LOT SLOPE = 46' TO 57' OVER 145' LENGTH = 11' DROP / 145' = 7.6% SLOPE SEC 13 TWP 27 RGE 03 QTR SE - TH PTN GOVT LOT 3 DAF BAAP 66 FTN & 30 FT W OF NW COR SW114 SE114 BEING 20 FT E OF W LN SOUND VIEW PL RD TH S88*33 OOW 166.03 FT TO POB TH CONT S88*33 OOW 145 FT THN01 *52 OOW 84 FT TH N88* 33 OOE 130 FT TH N01 *52 OOW 62.21 FT TH S87*54 30E 15.04 FT TH S01 *52 OOE 144.28FT TO TPB SUBJ ESE PUD TGW UNDIV INT IN TR DAF PTN GOVT LOT 3 DAF BAAP 66 FT N & 30FT W OFNW COR SW1/4 SE114 TH S88* 33 OOW 166.03FT TH N01 *52 OOW 138.28FT TO TPB TH CONT N01 *52 OOW 6FT TH S87*54 30E 166.42FT TH S 01 *52 OOE 6FT TH N87*54 30W 166. 42FT TO TPB PER SSC # 92-2-02326-8 Zoning: RS-12 LOT COVERAGE RS-12 ZONE ALLOWS LOT COVERAGE MAX. OF 35%; FLAG LOT SETBACKS AREAS FOLLOWS: ALL SIDES 10' TOTALS HOUSE SHED PORCH DECKS GARAGE LOT AREA SF 13,504 EXISTING LOT COVERAGE SF 3,261 1,970 0 80 547 664 EXISTING LOT COVERAGE % 24.1% ADDED LOT COVERAGE SF 301 0 0 34 267 0 TOTAL NEW LOT COVERAGE SF 3,562 NEW LOT COVERAGE % 126.4% IMPERVIOUS SURFACE RESIDENTIAL REMODEL Permit Drawings - City of Edmonds APPROVED PLANS MUST BE ON JOB SITE MANHOLE COVER REFERENCED IN HEIGHT RESTRICTION DOCUMENT AND SURVEYED BYALLIED LAND SURVEYING AT +50.82' City Of Edmonds Building Department ------------------- Work REMODEL ____________________________________________ Address 1615 9TH AVE N Owner AKERS Approved Date 11 /05/2020 Building Official W. W p4isz[c ---------------------------- Permit Number' BLD2020-0955 15' -0" +50' T- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I ' +48' , — — . WATER +50' ' I ` I J - - - - - - - SEWER I I / +52' I 4 \ I I Q�Q RS-12 N Y CODE COMPLIANCE Corner _Flag \ I I , ► O , etbaScks: quir.. Actual I +54' Frot S= 11 n DECK TO BE OPEN - -�DECK BOARDS WITH Sides 10' W= 23 IMPERVIOUS PATIO SPACE BELOW TO MATCH I N= 11' EXISTING PATIO Rear 1 " " " I ' Applicant shall repair/replace all damage to utilities or frontage a Other 130'-0" — — — I . I - improvements in City right-of-way - ----- II per city standards that is caused or Height 16 -10 _ . ;'" _I_ occurs during the permitted project. 1 _- -- PORCH EXTENSION ALONG ASTERN WOOD FENCE— )RnRFRT 0, 1 • ❑_ _ - . � • — _ —_ •_ • _ ., _, � I . CON CATGRArDEi STEPS DOWN TO L0WIEIR PATIO +56, TOTALS ROOF COVERAGE SHED PORCH DECKS CONC. PAVING LANDSCAPE STEPS LOT AREA SF 13,504 EXISTING IMPERVIOUS SF 6,746 3,519 0 0 547 2,505 175 EXISTING IMPERVIOUS SF % 50.0% ADDED IMPERVIOUS SF 523 222 0 34 267 0 0 TOTAL NEW IMPERVIOUS SF 7,269 NEW IMPERVIOUS SF % 153.8% DRAWING INDEX AO Al A2 A3 A4 A5 A6 A7 A8 A9 A10 All Al2 A13 A14 SITE PLAN ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL SD-642 OR APPROVED EQUAL. OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES +42' +44' City of Edmonds Building Department APPROVED Plans ALL WORK SUBJECT TO FIELD INSPECTION FOR +46' NEIGHBORING GARAGE; OUTSIDE OF PROPERTY LINE _ _ 10' 0 111 111 .. .. ... 1 , I I �•--- �- _ _ _ _ - _ - �• WATER LINE ► ', OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING _!- ---- _ — — --- � I A N SITE UTILITIES. REL ATI N REVI I N T A •• I +46': ... ..... ROOF OVERHANG DASHED • • 1 � - , _ - , , , - - UTILITIES MAY REQUIRE A SEPERATE PERMIT. . . . . EXISTING . . I +53 _..-----..._...... .......... PLANTED AREA C I DECK ADDED ROOF COVERAGE AREA " - - - - - - • DECK I OVER EXISTING DECK I _ _ AT GRADE CONCRETE > EXTENSION PORCH Ll I I EXTENSION CONCRETE : ` I PROPERTY LINE \ 13' 0 �� ____--_ I DRIVEWAY - - _11 , ` - +58' I LANDSCAPE I \ I I I 1° 0' -0 STEPS I \ I CONC.WALL I J I I I \ I PLANTED AREA , I L 00 III � � EXISTING 1 STORY • I '• �// .• c> , � I • EXISTING I SINGLE FAMILY / '• ,• � , I, y � " •' ❑� ' • DECK .• HOUSE • � I • '; � ' _ : I . WITH DAYLIGHT EXISTING 3 f . ' � I ► ROCK LANDSCAPE WALL I BASEMENT BAY GARAGE SURVEY OWNER/CONTRACTOR IS RESPONSIBLE FOR— ,, EXISTING MAIN LEVEL PLAN EROSION CONTROL AND DRAINAGE I I / \ \ \ ► ' I PROPOSED MAIN LEVEL PLAN MAIN LEVEL FRAMING PLAN EXISTING BASEMENT LEVEL PLAN PROPOSED BASEMENT LEVEL PLAN BASEMENT LEVEL FRAMING PLAN PROPOSED ROOF PLAN ELEVATIONS ELEVATIONS ELEVATIONS AND SECTIONS WALL SECTIONS PERSPECTIVE VIEWS PERSPECTIVE VIEWS S1.0 STRUCTURAL GENERAL NOTES S3.0 FOUNDATION & SHEAR WALL DETAILS S3.1 ROOF SECTIONS & DETAILS CMU RETAINING r ❑ . I WOOD FENCE I / \ I WALL ❑� �- f__--- ------ - ----------------- ROOF OVERHANG DASHED • — • , J _ � _ ----------------------------------------------------�I-'---------- - - - ---------- NEW DECK STAIRS ... _ ... — ..: _---� — — — — — — — - AIRS SPECIAL INSPECTION REPORT REQ 'I•RED FOR THISI ... _ • • • — ' • • - ' _ _ • —-° ' CHAIN LINK FENCE / • — O O O ;PROJECT. THIS IS TO INCLUD THE BSERVATIONe,&- —o SEWER CONNECTION 1) HIGH STRENGTH CONCRE- 145 -0 11 2 STRUCTURAL OBSERVATIONS FOR HE COMPLETION :) , :OF ROOF DIAPHGRAM NAILING AND C IONS SETBACK LINE 3) COMPLETION OF STRUCTURAL STEEL AND ,CONNECTIONS Site Plan N : ' 1 1" = 10-011 O ----------------------------------------------------------------------------------- w 0 06 w o U H wL A Q0 2 v! CD L N � L Co W i U) > N = o L cry ��� LL w Q) 0 O coMM-0o � Q mc)LUN-0 m 00 0 } Q o o y Z III — W QC LU 0 J J Y a�i C� m Q OC a UJ 0 N 0 a N m Z UJ yw Igo �(/) m 10899 REGISTERED ARCHITECT BLAKE D. FISHER STATE OF WASHINGTON UB AO 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LEGAL DESCRIPTION THAT PORTION OF GOVERNMENT LOT 3, SECTION 13, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 66.00 FEET NORTH AND 30.00 FEET WEST OF THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 13, SAID POINT BEING AT THE INTERSECTION OF THE NORTH LINE OF A TRACT CONVEYED TO A. M. PRITCHARD, AND 20.00 FEET EAST OF THE WEST LINE OF ROAD CONVEYED TO SNOHOMISH COUNTY, KNOWN AS SOUND VIEW PLACE; RUNNING THENCE SOUTH 88°33'00" WEST ALONG THE NORTH LINE OF SAID PRITCHARD TRACT, 166.03 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT OF LAND HEREIN DESCRIBED; THENCE CONTINUING SOUTH 88°33'00" WEST, ALONG THE NORTH LINE OF SAID PRITCHARD TRACT, 145.00 FEET TO THE SOUTHEAST CORNER OF THE TRACT CONVEYED TO DAVID BURLEY; THENCE NORTH 1°52'00" WEST, ALONG THE EAST LINE OF SAID BURLEY TRACT, 84.00 FEET; THENCE NORTH 88°33'00" EAST, 130.00 FEET; THENCE NORTH 1°52'00" WEST, 61.21 FEET; THENCE SOUTH 87°54'30" EAST, 15.04 FEET; THENCE SOUTH 1°52'00" EAST, 144.28 FEET TO THE TRUE POINT OF BEGINNING. TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER, UNDER, AND UPON THE FOLLOWING DESCRIBED TRACT OF LAND: THAT PORTION OF GOVERNMENT LOT 3, SECTION 13, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 194.00 FEET NORTH AND 30.00 FEET WEST OF THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 13, AND 20.00 FEET EAST OF THE WEST LINE OF ROAD CONVEYED TO SNOHOMISH COUNTY KNOWN AS SOUND VIEW PLACE, SAID POINT BEING THE TRUE POINT OF BEGINNING OF TRACT OF LAND HEREIN DESCRIBED; THENCE NORTH 87°54'30" WEST, 166.42 FEET; FOUND RUSTED OLD NAIL THENCE SOUTH 1°52'00" EAST, 54.28 FEET; S 0.31' x E 0.37' OF THENCE SOUTH 88°33'00" WEST, 15.00 FEET; CALCULATED POSITION THENCE NORTH 1°52'00" WEST, 55.21 FEET; THENCE NORTH 87°54'30" WEST, 3.54 FEET; THENCE NORTH 1°52'00" WEST, 12.00 FEET; THENCE SOUTH 87°54'30" EAST, 185.00 FEET; THENCE SOUTH 1°52'00" EAST, 12.00 FEET TO THE TRUE POINT OF BEGINNING; FOUND 1/2" REBAR/CAP FOUND 1" PINCHED IRON UNREADABLE S 0.29'x W 0.48' AND TOGETHER WITH AN EASEMENT FOR PIPE S 0.42' x E 0.38' OF OF CALCULATED POSITION INGRESS, EGRESS AND UTILITIES, OVER, CALCULATED POSITION UP UNDER AND UPON THE FOLLOWING 0.2' FROM GRADE S88°33'00"W 130.00' 3'WOOD FENCE DESCRIBED TRACT OF LAND; THAT PORTION OF GOVERNMENT LOT 3, SECTION 13, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 66.00 FEET NORTH AND 30.00 FEET WEST OF THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 13, zo SAID POINT BEING AT THE INTERSECTION OF N THE NORTH LINE OF A TRACT CONVEYED TO o° N A. M. PRITCHARD, AND 20.00 FEET EAST OF o 0 THE WEST LINE OF ROAD CONVEYED TO �° o SNOHOMISH COUNTY, KNOWN AS SOUND VIEW PLACE; RUNNING THENCE SOUTH 88°33'00" WEST, M O° ALONG THE NORTH LINE OF SAID PRITCHARD m P TRACT, 166.03 FEET; o THENCE NORTH 1°52'00" WEST, 90.00 FEET ° TO THE TRUE POINT OF BEGINNING OF THIS I DESCRIPTION; ° THENCE CONTINUING NORTH 1°52'00" WEST, 17.69 FEET; I THENCE NORTH 40°51'03" EAST, 39.14 FEET; THENCE SOUTH 87°54'30" EAST, 15.39 FEET; THENCE SOUTH 40°51'03" WEST, 61.77 FEET TO THE TRUE POINT OF BEGINNING. 77.81, SEE DETAIL- _ � J FACIA 61.65 DECK FACIA 61.60 I \ EXISTING RESIDENCE #1615 \� FINISH FLOOR: 55.00 PEAK: 67.72 II L FACIA 61.57 - - - EAVE (TYP) FENCE POST IS W 0.15' x W 0.12' iv OF CALCULATED POSITION -�-� 4' CHAINLINK S88°33'00"W 145.00' 31.5' 52.19' FACIA 61.58 'II I II I I I AND ALSO TOGETHER WITH AN UNDIVIDED INTEREST IN THE FOLLOWING DESCRIBED PROPERTY ACCORDING TO SUPERIOR COURT CASE NUMBER 93-2-02326-8, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 66 FEET NORTH AND 30 FEET WEST OF THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 13, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.: THENCE SOUTH 88°33'00" WEST FOR 166.03 FEET; THENCE NORTH 01°52'00" WEST 6 FEET; THENCE SOUTH 87°54'30" EAST 166.42 FEET; THENCE SOUTH 01°52'00" EAST 6 FEET; THENCE NORTH 87°54'30" WEST 166.42 FEET TO THE TRUE POINT OF BEGINNING. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. SUBJECT TO EASEMENTS, RESTRICTIONS, CONDITIONS AND COVENANTS OF RECORD, IF ANY. PARCEL NUMBER: 27031300406300 RECORDING CERTIFICATE Filed for record this day of-20-at in book -of -at Page Recording Number at the request of James R. Watkins. County Auditor Deputy Auditor SURVEYOR'S CERTIFICATE 20 10 0 20 40 SCALE IN FEET FOUND 3" SQUARE - CONCRETE MONUMENT WITH TACK IN LEAD IN CASE DOWN 0.4' �� hh FOUND CONCRETE MONUMENT WITH TACK IN LEAD IN CASE DOWN 1' FOUND 1/2" REBAR/CAP #9567 IN CASE DOWN 0.2' r- - - - - - - - - - - - - - - - - �V - - - -� _N87°44'09"W196.57' 56.22' r7'44 110.32'- 7----r-------- z, / I / / INGRESS, EGRESS AND o UTILITIES EASEMENT N � P / PER DEED G'0�� / //'� `��v FOUND 1/2" REBAR/CAP UNREADABLE S 0.04' x W / / \_7 q 0.14' OF EASEMENT CORNER O�/ CALCULATED POSITION \�A.Z. 0')CA w LEGEND / �1 1� FOUND CONCRETE MONUMENT P z 0SET 1/2" REBAR/CAP #40524 o • FOUND AS NOTED N SET OR FOUND TACK IN LEAD a= 0 0 SET LINE STAKE O BASIS OF BEARINGS S01 °51'15"E ALONG THE MONUMENTED � CENTERLINE OF 9TH AVENUE NORTH. AREA w 1.3, 092 S. F. FACIA 27.7' DATUM NAVD88 - PER WGS SURVEY DATA WAREHOUSE DESIGNATION: 2064 CAD# DB ID: 17830 DESCRIPTION: 2" DOMED CAP LOCATION: AT THE INTERSECTION OF 9TH AVENUE NORTH AND PUGET DRIVE. C4 ELEVATION: 89.3929 CA 191ST STREET SOUTHWEST N88°33'00"E OFF nn' 0 P oD FOUND 1/2" REBAR IN CASE Q DOWN 0.2' !. Q 30.02' 30' UNDIVIDED INTEREST PER DEED -------- ---------- 1 1V-� - - ----------------ti-- FOUND 1/2" REBAR/CAP #22969 S 0.07' x E 0.10' FOUND CONCRETE OF CALCULATED POSITION MONUMENT WITH BRASS TACK IN LEAD IN CASE NOTES DOWN 0.9' I 1 INSTRUMENTATION FOR THIS SURVEY WAS A SOKKIA CX-65 TOTAL STATION. PROCEDURES USED WERE FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS SET BY WAC 332-130-090. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD, OR OTHERWISE IF ANY. BOUNDARY LINES SHOWN REPRESENT THE DEED DESCRIPTION BOUNDARY. OWNERSHIP RIGHTS MAY VARY. FACIA ELEVATIONS SHOWN ARE BOTTOM OF FACIA BOARD. _I FACIA 61.63 N M. This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Survey Recording Act at the request of Mr. Bill Akers in May, 2020. certificate number: 40524 DATE: 05-15-2020 BOUNDARY AND TOPOGRAPHIC SURVEY FOR MR. BILL AKERS SITE ADDRESS: 1615 9TH AVE N. - EDMONDS, 98020 �O cf) x o 0 C� CI U m � O ---1 �0 ND C x CA co tick, FT�c. DETAIL NO SCALE REFERENCES -STATUTORY WARRANTY DEED RECORDING NO.: 202005080804 -O'MALLEY'S ADDI1 VOL. 32, PG. 31 N88°33'00"E 1280.09' FOUND 3" BRASS DISK WITH "X" IN HOLE DOWN 0.3' STAMPED #9391 ND CONCRETE MONUMENT WITH 1/4" BRASS PIN IN CASE DOWN 0.7' Allied Land Surveying, Inc. 2312 168th Street Southeast - Bothell, Washington 98012 (P)425-482-0223 NE 1/4 OF SW 1/4 OF SEC. 13, T. 27N, R. 03E, WM DWN. BY: MRW DATE: 05-15-2020 JOB NO. 20019 CHK. BY: JRW SCALE: 1 " = 20' SHEET 1 OF 1 Z C� C/) LLJ 0 06 LL.I o U H L .- LLJ II-_ vO ! L N � L Q L L1 _(n i > LO a) > _ C C) LO I.- . C!7 L L_ a) 0 O 0o o) Q -0 o mcI)WN- m 00 O 0 CD Z N O� O :U) > a O H � ci Q O De0 YW a Q� CD HN 0 0 � W D a y W 07 10899 REGISTERED ARCHITECT BLAKE D. FISHER STATE OF WASHINGTON RE UB c 8 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Al -SPECIAL INSPECTION REPORT REQUIRED FOR THIS ;PROJECT. THIS IS TO INCLUDE THE OBSERVATIONS OF: 1) HIGH STRENGTH CONCRETE 2)STRUCTURAL OBSERVATIONS FORT E COMPLETION ;OF ROOF DIAPHGRAM NAILING AND CONNECTIONS :3) COMPLETION OF STRUC EL AND CONNECTIO ---------------------------------------------------------------------------------- DEMO WINDOWS; SILL FRAMING TO REMAIN e 3'-4" DEMO 3 WINDOWS; INFILL FRAMING 27'-0" DEMO ALL CABS AND COUNTERS __7 N", \ \ \T T /I 17'-6" 26' 2" DEMO FRENCH 1 1 1 \ I I / 1 I DEMO WINDOW DOORS AND WINDOW I 1 1 \ / 1 \ DEMO ISLAND I I KITCHEN / 1 ;— --h—— — ———­, 1 1 M DECK I NDINING — \ I � ®C7 / � 1� � 1 -- 1 \ 1, . ME ME ME . ME ME ME 51- 7 11 L ME MiNM ME ME ME -- \r —-------1 \ / �— — - _ ME = BRICK`FIREPLACE i I 8 2 1 M \ I I \ I N----mr-1----� 1 X 1—NNE -- ME— 1 I \ 1 14'-9" I I I 17'-5" 1,\ 1 1 \I ��-------------- ME Ed 1 I ti- - - - - - - 33'-0" ---- I I F1 111 1 / / LIVING ROOM /CN 1 1 DEMO F UX 1—MEME ME ME —— — map/— — — ELI / 1 v i DEMO FRENCH DOORS; RE -USE EASTJAMB 0 DEMO WINDOWS AND DOORS DEMO I I 1 BRICK 1 FIREPLACE I 1 AND WALLS I I 1 POSTS AND BEAMIMP I I 1 1 I 6'-4" 'I ME _I 1 DEMO ENTRY DOORS / I AND CLOSET I ENTRY — < \ 1 \ 1 )* `IN& L it i ME ME - - - 1 � r- ----• ME. 11 I I 12'-6" 1 3'-2" 1 I / 51-011 0' BEDROOM 1 1 � I I 1 1 ' I L- - - - - - - - - — — ME I ME ME. C?---- 1 / L. -------�IZ-- 1 r—� / I / 1 DEMO 4o WALLS I — 1 '/ L / OP MASTER BEDROOM 1-4 1-4 16'-4" L——————————————— — — — — —- DEMO WINDOW AND INFILL FRAMING 09 2'-9" 1 14'-4" I Main Level Floor Plan - Existing 1/4" = 1'-0" 1 I DEMO WALLS AND FIXTURES 1 1 BEDROOM 00 1 _ 1 11'-5" 1 0 ME ME ME IN 1 1 \ I 1 I \ 1 1 Y I�—----�--- —� \ 1 \ \ 1 BED QOM _ \ \ oo \ 1 0 DEMO ROUND POSTS AND ROOF FRAMING AT ENTRY PORCH 00 N DEMO DOOR AND INFILL FRAMING 1 41'-11" 1.The construction project involves demolition f a significant ; portion of the existing structure. Structures that re demolished ■ to the level that meets or exceeds 75% of the re acement cost • of the structure will not be allowed by city code to a rebuilt ; except to full -on standards for new construction. R erence Edmonds Community Development Code section 1 0.020(F). ■ Demolition of portions of the structure is limited to that learly ■ shown on the approved permit plans, and will be verifie y the ; building inspector. ....................................... ... . CONC. DRIVEWAY — — — — — — — — — — — — — — — — — — — — — — — — — — — 7 ME ME / 11 I I I L— — — I I I I 1 L — — — — — — — — — — — — — — — — — — — — — — — I L — — /- — — — — — — — I DEMO WALLS -------------- - - - - -- M GARAGE \ \ N \ 1 29'-8" \ 1 \ 1 \ 1 \ 1 I \ \ \ 2'-4" \ \ 1 41 r 11 r-11\ \r — ——-----------------J \ 1 \ 1 \I ****BLUE INDICATES INTERIOR "WALLS TO REMAIN" AT MAIN LEVEL, TYP. N O EXISTING HIP ROOF OVERHANG DASHED ABOVE, TYP. cc CU N N co W G W O U H � W N � � O Q Ln W � s✓ O ago � (, � � m M W N-c m Q O CDU) O ci Q O � � Y W L Q0� ~ 10 O C N m W y _ � W cn Z � C 0 m 899 REGISTERED ARCHITECT BLAKE D. FISHER STATE OF WASHINGTON J RE U B c 8 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A2 DECK TO CONSIST GUARDRAILS SHALL BE DESIGNED TO REST A VED WOODS OF NATURAOL RESISTANCE OF ECAYOOR ! !CONCENTRATED LOAD OF 200 POUNDS INANY i I BE TREATED WOOD AND LABELED ACCORDINGLY. I I DIRECTION AT THE TOP OF THE GUARDRAIL. .IRC R317.1 & R317.2 .INFILL COMPONENTS SHALL BE DESIGNED TO ■ RESIST A HORIZONTAL LOAD OF 50 POUNDS ■�■�■�■�■�■�■�■�■�■ ■OVERAONE SQUARE FOOT AREA. IRC R301.5. ! RHERE UARDRAILS SHALL BE MIN. 36" IN HEIGHT I �' THE ADJACENT SURFACE OR (GRADE IS 30" OR MORE BELOW. RAILINGS !SHALL BE SPACED TO NOT ALLOW THE PASSAGE OF A 4" SPHERE. IRC R312.1 SAFETY GLASS REQUIRED IN i HAZARDOUS LOCATIONS PER IRC R308.4 I 27'-6" BUMP IN FOR PROPERTY SETBACK LINE • 2'-6" DECKTO BE OPEN DECK BOARDS WITH IMATCH IMPERVIOUSPATIO SPACE BELOW TO EXISTING PATIO 10'-0" II II II I� LO CN DECK N ADDITION rL N 13'-4" =' 1 NEW WINDOWS All NEW GAS INSERT FIREPLACE LINE OF EXISTING DECK IN NEW WINDOWS ROOF OVERHANG DASHED Is ILOCAL EXHAUST FANS SHALL BE PROVIDED IN ,EACH KITCHEN, BATHROOM, WATER CLOSET, ■ ILAUNDRY ROOM, INDOOR SWIMMING POOL, SPA,( ein F AND OTHER ROOMS WHERE WATER VAPOR OR ■ (COOKING ODOR IS PRODUCED. IRC 1507.4 27'-0" 26'-2" 2 All — — — — — — — — — TI — — 1 2'-2" - - -- I ILI " /" I I I PANTRY OVEN/ I RANGE MICROWAVE I 5 I NEW C A11 y KITCHEN WINDOWS DECK = rl 12, `''' 7'_0" 4'-0" I ch I — 2 Ago NEW 6 OX7 0 c I N ENCH DOORS ISLAND N A„ v \\A 23'-71/2" i c BEAMS DASHED ABOVE; SEE NEW WINDOWS I I �I FRAMING PLANS, TYP. — 1 N— — — — — — — — - — — — — — — - �� rn LIVING ROOM I I 10'-0" I I NEW STEEL `n RAILING \ II II II o ti I I DINING 40'-71/2" I 1 II II OPI[N SHELVING ABOVE WINDOW NEW WINDOW PLANTING AREA L — 12'-41/2" — — r-• STEEL RAILING PORCH ADDITION N NEW 6X6 ENTRY ROOF POSTS cY) 00 N LO RAISE PLANTING AREA UP A11 GENERAL NOTES: • Dryer vent, bathroom and kitchen exhaust vent direct to exterior • Smoke detectors are required to be hard wired with battery backup and installed in each bedroom and outside of each bedroom sleeping areas. All smoke detectors shall be interconnected. One carbon monoxide alarm is required to be installed outside of the sleeping areas. Section R315.1, R314.1; Basement level to also have smoke detectors and carbon monoxide alarms with same requirements per Section R315.1, R314.1. • New exterior walls to be framed with 2x6 studs and minimum R-21 batt insulation. KEY NOTES: 1O EXHAUST FAN; 50cm INTERMITTENT O2 110 V SMOKE DETECTOR PER R314.2 WASH. STATE AMENDMENTS O3 EXISTING WINDOWS TO REMAIN 4O EXHAUST FAN KITCHEN; 100 CFM O5 CARON MONOXIDE ALARM PER R315.2 WASH. STATE AMENDMENTS O6 NOT USED O7 NOT USED ROOF ABOVE DASHED, TYP. EXISTING STAIRS TO REMAIN NEW GARAGE DOORS WITHIN EXISTING OPENINGS STEEL RAILING AT STAIRS BARN -------- -----~ --- DOOR — — — — -------- ——— — — — — - I II II 3'-5" 0 0 G c� f• NEW PIVOT DOOR ------- --�I ILO -----o-- r I� ENTRY I I I 14'-2" 11 PLANTING ❑ AREA I-------- --� 2'-6" \ \ • NEW WINDOWS; F-14'-1" 5'-3" o I I I I — — — — — — — RE -USE EXISTING JAMBS /I ch I I I I I 12'-64' -0 „ I I I I I " I I I I I LAUNDRY/ UTILITY ROOM DECKrl 7'-611 _ � -- —' I I I I I POWDER ROOM I 1 L------------------ - - - - - I L------ - - - - — I NEW SLIDER5-4X7-0 I I GUEST TO INFILL BETWEEN 4'-3" 3'-7" BATHRM. EXISTING JAMBS MASTER BEDROOM ; I N 0 � 00 IIW1�I 3'6" I NEW WINDOWS 0 OWE I I II� �� � �o12'-6"i LO 10'-6" t■-.-.-.-.-.-.-.-. 0 SAFETY GLASS REQUIRED IN ! HAZARDOUS LOCATIONS PER IRC R30 .4 I oo = = ' I ? 11 � GUEST CD MASTER N N 0 -CD 4 o BATHRM WALK-IN �--- BEDROOM TUB co $ -g — I � CLOSET � (III ��IIII III I \(IIIEl EilI ._._._._._■_■_._. 0 d/ I I ISAFETY GLASS REQUIRED IN 6'-0" 3 3 2 6 CLEARANCE O O I ■ HAZARDOUS LOCATIONS PER IRC R308.4 ! AROUND CENTER DEMO EXISTING WINDOW; INFILL o ' TABLE m— — — — — — - — — — — — — — — — — — — — — — — — 36'-1" 30'-1" 9'-0" 66'-2" EMERGENCY ESCAPE AND RESCUE OPENINGS ■ SHALL BE INSTALLED IN BASEMENTS, ■ HABITABLE ATTICS, AND IN SLEEPING ROOMS; NEW DECK STAIR OPENABLE W/O USE OF KEYS, TOOLS, OR • 3 ■ A10 I SPECIAL KNOWLEDGE. IRC R310 ■ * MIN. 5.7 SF NET CLR OPENABLE AREA ■ Main Level Floor Plan - NEW N I * MIN. 24" NET CLR OPENABLE HEIGHT MIN. 20" NET CLR OPENABLE WIDTH MAX. 44" FINISHED SILL HEIGHT rrZ� rV v J W IO 06 w U H w C _ 1E c-) �o QN M w i 07 > N = s✓ CD {./a ���-0 LL LL (I � V L U 0) 0 0 00 �:e ���o Q mcoLLJN-a m 00 O O O U) Z ' H y W Q� W J �m< JY GG� a z _O ci ~ Q n�O 19 Y LU L Q12� O ~ N m C Z W y W 0 _ cn C m V1�899FREGISTERED CHITECT 4 BLAKE D. FISHER V-S-1ATE OF WASHINGTON a . CU 2 Ella CU O _ 0. J A3 U V 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ;SPECIAL INSPECTION REPORT REQUIRED FOR THIS ;PROJECT. THIS IS TO INCLUDE THE OBSERVATIONS OF: :1 HIGH STRENGTH CONCRETE :2)STRUCTURAL OBSERVATIONS FOR THE COMPLETION ;OF ROOF DIAPHGRAM NAILING AND CONNECTIONS :3) COMPLETION OF STRUCTURAL STEEL AND ;CONNECTIONS SIMPSON LSTA15 STRAP EA END OF EA SHEAR WALLTO WALL BELOW, TYP (6) LOCATIONS --------------------------------------------------------------------------------- 6x6 DF #1, TYP (4) LOCATIONS s Lu Lu W W � 0 _ o LL LL C C O N 4 x x � m m 2X6 HF #2 OUTRIGERS @ 16" OC. 5'-0" CLR BACKSPAN LSL 3-1/2 X 11-7/8 @ OUTRIGGER PRESSURETREATED 6X10 DF#1 OR _ EXTERIOR RATED GLB 5.5X12 _ d LSL 3-1/2 X 11-7/8 @ OUTRIGGER d _ � d U o LL = U O o � x - cc o � o ALIGN FLANGE EDGE 0 WITH FACE OF WALL _ 6X6 DF#1 POST FINISH BELOW HEADER � u 6X10 DF #1 W4X13 KING POST I TO WF BELOW _I RIDGE BEAM GLB 5.5x18 CONTINUOUS TO EXTERIOR II � � 1 W m W a X O d O CD U O io � = co o ti II o r m II m F__ I I II � F— PRESSURE TREATED 6X10 DF# OR EXTERIOR RATED GLB 5.5X12 EXTEND TO THE EAST FOR WIDE FLANGE BEARING 4X6 HF#2 BELOW HEADER 1 A N LL co N / _ X 6x6 OF#1 POST- PROVIDE SOLID BEARING THROUGH 7_7 FLOOR CAVITY TO (E) FOUNDATION BELOW. + W4X13 KING POST TO WF BELOW —m Lu ao ti II I I N 1 I � LL Q0 I x I I I I PATIO BEAM 6x8 DF #2 I I I o U� X LL N = - - C — — — — — — — - — \� PATIO RIDGE BEAM CD 6x10 OF #2 \ � U - O U3 N N = li II \ ALIGN FLANGE EDGE WITH FACE OF WALL \ j I I FINISH II \c6 46 HF#2 / PATIO BEAM 6x8 OF #2 lull ,' � IIIIIIIIIIIIIIIIIIIIIII `\y/% Q C� IIIIIIIIIIIIIIIIIIIIIII FI, I W4 X13 KING POST TO BEAM BELOW I II 6x8 DF#2 LOW r 6X6 POST, TYP @ ENTRY CANOPY, (4) LOCATIONS SHEAR WALL PLAN NOTES: 1. SW-X INDICATES WOOD SHEAR WALL. REFERENCE DETAIL 5/S3.0 FOR SHEAR WALL SHEATHING AND FASTENING REQUIREMENTS. F-SW-X INDICATES FORCE TRANSFER AROUND OPENING SHEAR WALL. REFERENCE DETAIL 3/S3.0 FOR FTAO WALL INFO. 2. REFERENCE STRUCTURAL GENERAL NOTES FOR LUMBER AND SHEATHING GRADES. 3. ALL EXTERIOR WALLS TO BE SHEATHED AS SW-6, UNO. REFER TO 5/S3.0 FOR TYPICAL SHEAR WALL SCHEDULE. 4. REFERENCE ARCHITECTURAL FOR REMAINING NON-STRUCTURAL WALLS. 5. PROVIDE FULL HEIGHT SOLID BLOCKING OVER SHEAR WALLS AND BEARING WALLS PERPENDICULAR TO FRAMING. PROVIDE DOUBLE JOIST OVER SHEAR WALLS AND BEARING WALLS PARALLEL TO FRAMING. ROOF FRAMING PLAN NOTES: 1. PROVIDE SIMPSON H2.5 AT ALL ROOF FRAMING TO EXTERIOR WALLS. 2. REFER TO GENERAL STRUCTURAL NOTES FOR ALL WOOD FRAMED BEARING AND SHEAR WALLS, STUD GRADE, SIZE, AND SPACING. 3. REFERENCE GENERAL STRUCTURAL NOTES FOR ALL LUMBER, SHEATHING, AND ENGINEERED LUMBER GRADES 4. FULLY BLOCK FLOOR CAVITY AT ALL POINT LOADS. VERIFY POINT LOADS ARE SUPPORTED CONTINUOUSLY THROUGH FLOORS TO THE FOUNDATION. 5. TYPICAL TOP PLATE SPLICE: PROVIDE A MINIMUM 48" LAP W/ 16D @ 6" OC STAGGERED. REFERENCE 4/S3.0. 6. BEARING WALL TOP PLATE ELEVATION SHALL BE PER THE ARCHITECTURAL DRAWINGS. WALL OPENING SIZE AND LOCATION SHALL BE PER THE ARCHITECTURAL DRAWINGS. 7. TYPICAL ROOF SHEATHING SHALL BE 15/32" APA RATED PLYWOOD SHEATHING. LAY FACE GRAIN PERPENDICULAR TO FRAMING AND STAGGER PANEL END JOINTS. NAIL WITH 10D @ 6" OC PANEL EDGES AND 12" OC PANEL FIELD (UNBLOCKED). ALLOW 1/8" SPACE BETWEEN PANEL ENDS AND EDGES. / I I I I I I I I I I I I I I I I I I I I I L- - - - - - - - - - - - - - - - - - - - - - - I L - - - - - - - - - - I / I / I \ I \ I \ I me Z W 0 06 W O U H L W II- Q0 N 2 v! O L N � L Q W _(n i > � N = OLo ✓� LL L L u 0) 0 O co -0 O (Q O 00coWN-0 m co N� O ON Q y Z ' i r W Qc 0 J Y Lu /J V m Q 09 �Na�/i L 1- a uj O N O a N m Z W y W Igo (!J m 10899 REGISTERED ARCHITECT BLAKE D. FISHER STATE OF WASHINGTON 9/7/2020 Lr Ca CQ Main Level Framing Plan N � 1/4" = 1'-0" O UB A4 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ,SPECIAL INSPECTION REPORT REQUIRED FOR THIS ;PROJECT. THIS IS TO INCLUDE THE OBSERVATIONS OF: 1 :1) HIGH STRENGTH CONCRETE 1 2)STRUCTURAL OBSERVATIONS FOR THE COMPLETION OF ROOF DIAPHGRAM NAILING AND CONNECTIONS I I 1 :3) COMPLETION OF STRUCTURAL STEEL AND CONNECTIONS I I I I_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PATIO EXTENTS DECK EXTENTS ABOVE DASHED 36'-1" Basement Floor Plan - Existing N 1/4" = V-0" O cz cn 0 06 W O U H W N � Ti)p Q D W c N � = � s✓ p 0 L0� {./a LL LL L L u 0)0 000 N �:e � Q (lc)-00 MmL1JN-a m 00 p � p CD CD Q 2 U) z y W Q� W C± JY m Q OG of a z H 0 o no 19 Y W L Qry ~ p a N m W y yU) W z 3 � °m 0 10899 REGISTERED ARCHITECT BLAKE D. FISHER STATE OF WASHINGTON 4-0 E w cn cc }, a) .N > J UB A5 00101 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EROSION CONTROL PER DETAIL 2/A6 SHOWING SILT FENCING REQUIRED EXTEND PATIO PAVING UNDER NEW DECK II I I 21-6111 NEW DECK SUPPORTS --a-a---,� , uu LJ I ' .I 1 I L--1-1-- \ I I II � II NEW DECK EXTENSION ABOVE tj 1 II II LO 9�_2�� CD All L--t- -- 8'-0" INFILL WINDOW FOR SHEAR WALL • 11 nw EXISTING AT GRADE STEPS 21'-1" II II EXISTING BEAM O DASHED • �I OFFICE II II �II BRICK FIREPLACE COVERED PATIO �� DUCT RUN ABOVE • "I i �i 17'-0" 0 I I C \ \ I I REC ROOM NEW POST AND FOOTING TO SUPPORT \ `` I I I 18'-10" NEW RIDGE BEAM \ ` IT I I \L1 \ I I I 3'-2" 1 \\ II \ II I \ CI I \ REC ROOM \ L JOINTS IN FILTER FABRIC SHALL BE SPLICED \ N AT POSTS. USE STAPLES, WIRE RINGS, OR 1 EQUIVALENT TO ATTACH FABRIC TO POSTS. II I !I I ! i I —I I ICI I I—� II 6MAX POST SPACING MAY BE IkCREASED TO 8' IF WIRE BACKING IS USED 2%2" BY 14 Go. WIRF OR EQUIVALENT, IF STANDARD I INFILL DOOR STRENGTH FABRIC USED I OPENING FILTER FABRIC I I N I c4 M ;SPECIAL INSPECTION REPORT REQUIRED FOR THIS ;PROJECT. THIS IS TO INCLUDE THE OBSERVATIONS OF: 1) HIGH STRENGTH CONCRETE :2)STRUCTURAL OBSERVATIONS FOR THE COMPLETION OF ROOF DIAPHGRAM NAILING AND CONNECTIONS 3) COMPLETION OF STRUCTURAL STEEL AND ;CONNECTIONS -----------------------------------------------------------------------------------' NEW DOOR �01911401100 NEW CLOSET DEMO CLOSET AND DOOR STAIR TO REMAIN FURN. UTILTY RM. D OWER I I o / \ M C I . m1 O CRAWL SPACE 1 C? N r-I REMOVE WALL IN LAUNDRY ROOM 6' -4 " WINE CELLAR N MINIMUM 4%4" TRENCH BACKFILL TRENCH WITH I r NATIVE SOIL DR3/4"-1.5" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL I FENCE POSTS, REBAR, OR I SECTION EQUIVALENT I I I I I I I I I I I I L. J _ L J _ L J _ L J _ L J NEW DECK STAIRS DASHED NOTES: FILTERLTER FA BRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE NEW DECK POST EROSION CONTROL - SILT FENCE NTS Basement Floor Plan - NEW 1/4" = 1'-0" ACCESS HATCH N O GENERAL NOTES: • Dryer vent, bathroom and kitchen exhaust vent direct to exterior • Smoke detectors are required to be hard wired with battery backup and installed in each bedroom and outside of each bedroom sleeping areas. All smoke detectors shall be interconnected. One carbon monoxide alarm is required to be installed outside of the sleeping areas. Section R315.1, R314.1; Basement level to also have smoke detectors and carbon monoxide alarms with same requirements per Section R315.1, R314.1. KEY NOTES: 1O EXHAUST FAN; 50cm INTERMITTENT 2O 110 V SMOKE DETECTOR PER R314.2 WASH. STATE AMENDMENTS O3 EXISTING WINDOWS TO REMAIN 4O EXHAUST FAN KITCHEN; 100 CFM O5 CARON MONOXIDE ALARM PER R315.2 WASH. STATE AMENDMENTS O NOT USED O7 NOT USED A11 --——————————————————————— — — — — — � GARAGE ABOVE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w 0 06 o U H wL II- � v! O L N � L W ID > Lo a) _ ID 0 C:)Lo L C�7 5, —0 iL M Lo w a) 0 co 0 �M-0o Q 00 co w N -0 m co } o O y z ' z Z CN/) r � o W Q L.I. W in J J Y aa) V mQ 09 121� a 0 v Q oU) 'o wz a Q� Uj O N O a N m z W yw _~gin Igo °m 10899 REGISTERED ARCHITECT BLAKE D. FISHER STATE OF WASHINGTON 4� V v O � J RE U B c 8 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PT2X8 HF#2 @ 16" OC MINIMUM. LAP WITH (E) JOISTS AT (E) BEAM & REPLACE FULL HEIGHT SOLID BLOCKING AT BEARING POINTS AT NEW AND EXISTING BEAM 2'-3" SQ X 12" THICK CONIC FTG W/ (3) #4 EA WAY, BOT, TYP @ NEW FOOTINGS CONTRACTOR TO VFY SAME DIMENSIONS AT (E) SQ POST FOOTINGS. PROVIDE CONIC PLI NTH AS REQ' D TO KEEP WOOD COLS ABOVE GRADE. CONTR) FTG BEI /MINIMI CONTA( o z CONDIT 0 a z � - r N N U U cn w m < o w m o z m w Y w m � w 'l Z �i :> Z U O z O p C U a z o N W0 o m U 0 O CONTRACTOR TO VERIFY MIN (3) 2X8 HEADER AT BASEMENT WINDOWS BELOW SW ABOVE. CONTACT FOR FOR REVIEW IF DIFFERENT. VERIFY HEADER CONNECTION TO (E) TRIMMER STUDS. 0 (N) PT 6Xf 2'-3" SQI CONIC FTC BOT. PRO' PLINTH A' WOOD CO CONTRA (E) FTG C ROUND SQUARE MINIMU FOR DIR CONDITI 11 SIMPS TO (E) PT 4X8 HF#2 BEAM W/ SIMPSON POST CAP EA END TO POST BI PT 4X4 HF#2 POST W/ 12" SQ. X 18" DEEP CONC. FTG. W/ (2) #4 EA WAY, BOT - TYP. @ 3 LOCATIONS TF AREA OF DECK ADDITION SPECIAL INSPECTION REPORT REQUIRED FOR THIS ;PROJECT. THIS IS TO INCLUDE THE OBSERVATIONS OF: '1) HIGH STRENGTH CONCRETE :2)STRUCTURAL OBSERVATIONS FOR THE COMPLETION :OF ROOF DIAPHGRAM NAILING AND CONNECTIONS -- - - --- --- - - - - ---- - --- -- - - -TEFL AND Basement Framing Plan N 1/4" = 1'-O" O c6 HF #2 - STACK WITH )ST ABOVE. CONTRACTOR ) VERIFY (E) SLAB ON RADE IS 4" MINIMUM IICKNESS AND IN GOOD )NDITION FOUNDATION PLAN NOTES: 1. REFERENCE S1.0 FOR STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, AND SPECIAL INSPECTION SPECIAL INSPECTION REQUIREMENTS. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. DO NOT SCALE PLANS. UNLESS NOTED OTHERWISE, FACE OF STUD SHALL ALIGN WITH FACE OF CONCRETE. POSTS, BUNDLED STUDS, OR COLUMNS ARE TO BE CENTERED ON FOOTINGS OR WALL PIERS. 3. CONTRACTOR TO COORDINATE CURBS AND ELECTRICAL & MECHANICAL FLOOR OPENINGS AND PENETRATIONS WITH ARCHITECTURAL DRAWINGS. 4. THE BOTTOM OF ALL FOOTINGS SHALL BE 18" MINIMUM BELOW GRADE AND SHALL BEAR UPON FIRM, UNDISTURBED SOIL OR ENGINEERED COMPACTED FILL. 5. VERIFY POINT LOADS ARE SUPPORTED CONTINUOUSLY THROUGH FLOORS TO THE FOUNDATIONS. 6. ALL WOOD IN CONTACT WITH WEATHER -EXPOSED CONCRETE OR WITHIN 8" OF FINISHED GRADE SHALL BE PRESSURE -TREATED. 7. USE HOT DIPPED GALVANIZED FASTENERS AND EITHER HOT DIPPED GALVANIZED OR ZMAX COATED HARDWARE AT CONNECTIONS TO PRESSURE TREATED LUMBER. 8. ISOLATED POST BASES SHALL BE "ABU" TO MATCH THE POST, UNO. 9. ALL NEW EXTERIOR WALLS TO BE 2X6 @ 16" OC, TYPICAL UNO. ALL NEW INTERIOR BEARING AND SHEAR WALLS TO BE 2X6 @ 16" OC, UNO. 10. REFERENCE PLAN FOR COLUMN/POST SIZES, SHEAR WALL AND HOLD DOWN LOCATIONS. Cjj W 0 06 W O U H L ti W II- U O L N � L W i > LO N > = C p 0 Lo� ui L.L IL M c: L Lu Q) 0 O co O -0 O mc)WN-0 m co 0 } o O Z i ~ z Z (n � � 0 W Q cn J J Y W a�i ci m Q 09 a uj 0 N 0 a N m z W y _c!) W Igo °m 10899 REGISTERED ARCHITECT BLAKE D. FISHER STATE OF WASHINGTON 9/7/2020 J co a-1 _ E w ■� m U. REPUB c 8 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A 7 ;SPECIAL INSPECTION REPORT REQUIRED FOR THIS ;PROJECT. THIS IS TO INCLUDE THE OBSERVATIONS OF: :1) HIGH STRENGTH CONCRETE 2 STRUCTURAL OBSERVATIONS FOR THE COMPLETION OF ROOF DIAPHGRAM NAILING AND CONNECTIONS 13) COMPLETION OF STRUCTURAL STEEL AND ;CONNECTIONS 1 1 1 1 1 00 1— N 1 1 1 i 1 CUT ROOF OVERHANG BACK DEMO ROOF OVERHANG C[M's NEW ROOF 3.25 : 12 SLOPE THROUGHOUT I. 2-4X8-0 SKYLIGHTS AT COVERED DECK L "W:1i NEW ROOF AT ENTRY 3.25 : 12 SLOPE 10k .......... %* .4 Roof Plan - NEW N 1/4" = 1'-0" O 0 ti EXISTING HIP ROOFTO REMAIN EXTERIOR BUILDING FACE DASHED N LO W G 06 O U H W �CD QN Q W i > �N � = O {./a LL m ELOV Lu NC) 000 N � �m-0o2 Q mmLucal-0 m co O } (Y O CD CD Z i 1— 5 r- W QDe W U) J C± JY m Q OG 11� a 0 1_ o no 9 Y W 1 L Q12� ~ (D a N m W y y w U) z 3 0� ° 0 m 10899 REGISTERED ARCHITECT BLAKE D. FISHER STATE OF WASHINGTON REPUB c 8 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PAINT EXISTING HORIZONTAL WOODLAPSIDING EXISTING AT GRADE CONC. STEPS e 17'-0" HEIGHT CAP FROM FROM MANHOLE RIM @ +50.871; HEIGHT CAP= +67.87' PER HEIGHT RESTRICTION DOCUMENT LABELED 2353112 NEW NEW NEW 3-OX7-0 3-OX7-0 3-OX7-0 PICTURE PICTURE PICTURE WOOD LAP SIDING West Elevation - NEW 3/8" = V-0" A = 49' B = 56' AVG. GRADE CALL. C = 53' D=46' TOTAL = 204 AVERAGE AVG. GRADE = 204/4 = 51' MAX. HEIGHT = 51' + 25' = 76' LOT SLOPE = 46' TO 57' OVER 145' LENGTH = 11' DROP / 145' = 7.6% SLOPE EXISTING WINDOWS AND DOORS TO REMAIN AT BASEMENT LEVEL UNLESS OTHERWISE NOTED EDMONDS ZONING HEIGHT CAP =+76.00' FINISH FLOOR ELEVATION = +55.00' AVG. GRADE ELEVATION = +51.00' CUT BACK OVERHANG 191 I_13.1:T_1 I I I ► [e16y : 111►I9 ►117.1 m :I AD] PAINT EXISTING HORIZONTAL WOOD LAP SIDING NEW DECK EXTENSION AND STEPS DOWN TO GRADE z to W 0 06 w o U H W (� p Q N � p Q W � � s✓ p i Lo {./a � CL0,4 LL LL L u N0 000 N �:e m Q (gym-00 MmLIJN-c m 00 p � p CD CD Q 2 U) z y W QDe C± JY m Q W OG 12� a z H 0 o no 19 Y W L Q 12� (D ~ a N m W 3 y W � 0 yU) °m 10899 REGISTERED ARCHITECT BLAKE D. FISHER STATE OF WASHINGTON 0 cc W RE U B c 8 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W16 NEW NEW 2-1Ox6-3 �� 2-10x6-3 PICTURE PICTURE NEW ' NEW 6-OX7- NEW 3-6X7-0 GLASS FRENCH ' 3-6X7-0 PICTURE DOORS ,' PICTURE North Elevation at Deck - NEW GLASS RAILING BEYOND EXISTING 2-6X3-3 WOOD LAP SIDING North Elevation - NEW 1/4" = V-0" South Elevation - NEW 1/4" = V-0" NG Z V] W G 06 W O U H W fE N m O Q W N = s✓ O -�e 0 {./a ) LL LL L L U 0)0 000 N �:e C Q (gym-00 MmLIJN-a m 00 O } � O CD CD Q 2 U) z H W J C± JY m Q 09 12� a Z H O ci ~ Q n0,0O 19 Y W L Qry (D ~ a N m W 3 y W � 0 yU) °m 10899 REGISTERED ARCHITECT BLAKE D. FISHER STATE OF WASHINGTON 0 cc W UB A10 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WIND( SEE EL East Kitchen Elevation 3/8" = V-0" STEEL _...__..._ .-------- nximPDAMINIr nr FYICTIKIr Building Section Looking North 1/4" = V-0" Buildinq Section Lookinq West ��� North Kitchen Elevation WOOD LAP SIDING �� East Elevation - NEW Z V] W G 06 W O U H W fE N m O Q W N = s✓ O —�e 0 V) ) LL LL L L U 0)0 000 N �:e C Q (gym-00 MmLIJN-a m 00 O } Ll' O CD CD QC G U) z I y W ¢� W C± Y J m Q OG 10� a Z H O ci ~ Q n0,0O 19 Y W L Q LY ~ O a N m W y yU) W z 3 °m 0 10899 REGISTERED ARCHITECT BLAKE D. FISHER STATE OF WASHINGTON t/) to •O O v Ca > W Ca 3/8" = V-0" 1/4" = V-0" UB 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Birdsmouth Cut Allowed at low end of joist only TAPER TOP OF STEEL R-38 MIN. AT VAULTED CEILING; BEAM PER STRUCTURAL DETAIL 3/S3.1 AIR IMPERMEABLE CLOSED CELL SPRAY FOAM INSULATION; MIN. 7" THICKNESS AT R-6 PER INCH Beveled web stiffeners required on TA PER PLAN; EXTEND PRESIDENTIAL SHINGLE ROOF OUT PAST BUILDING both sides. Cut to match roof slope. FACE FOR OVERHANG; CUT OFF BOTTOM CORD OFTJI FOR OVERHANG 12 3.25 BLOCKING • PAINTED GYP. FINISH CEILING ROOF FLASHING FOLLOWS SLOPE OFTJIs = -- _ _ -- TAID joist flange must o bear fully on STEEL BEAM PER PLAN plate Birdsmouth cut must not 6"GUTTER overhang 1X SOFFIT T&G WOOD 20 block for inside face SOFFIT plate soffit support op w m � J d LU O N H c7 LL Z O N � O 00 m ti EXISTING 2X4 STUD WALL WITH BATT INSULATION STEEL KING POST PER PLAN 00 STEEL KING POST PER PLAN EXISTING FLOOR FRAMING ° ° ° ° 7 1/2" 1'-7" EXISTING GRADE EXISTING 2X4 BASEMENT WALL FRAMING 4611 c14 2 1/2 11 ti - CD EXISTING CONC. BASEMENT FOUNDATION o - ° c WALL WITH 2X4 FURRING AND BATT INSULATION ti CENTER THE DOUBLE POST - o COLUMN IN CENTER OF CONC. 9 BASE 6X6 POST00 - 1/2"CHAMFER ALL 4 SIDES 10 CN - ° I N STEEL "T" KNIFE PLATE - _ - EXISTING FOUNDATION AND - - SLAB AND GRADE 2' -0" 1' -011 - CONC. BASE 4 Entry Post Details 1 Wall Section at Vaulted Ceiling 3/4 = 1 -0 3/4 = 1 -0 RE uct 8 z V] W 0 06 w o U H W O _ O N O Q - W � > N = O �0) UE:LU W 0)o0CO (, �:e �M-0o2 Q mMLUc,4-a m co O } � O CD CD Z y W ¢� Fn J C± JY m Q W 19 a Z H O ci ~ Q n�O 19 Y W L Q0� O ~ a N m z W 3 y W 0 = U) ° m 10899FREGISTERED —] CHITECT BLAKE D. FISHER STATE OF WASHINGTON UB Al2 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W zM0 N ?Az O <( m N T M O W ):0 ML Perspective Views W1 1 O >W m> D Omm D� D cf)T _ cf) m _ z= �� nM m �o ISSUE DATE PROJECT CLIENT Blake Fisher, AIA SEPT. 11, 2020 AKERS BILL AND MARY 330 Dayton Street, Suite 6 RENOVATION AKERS Edmonds, WA 98020 206.852.5054 DRAWN BY REVISIONS blake@blakefisherarchitecture.com BDF 0 Revision 1 - 201008 BLAKE FISHER ARCHITECTURE &DESIGN , W ZMO N ?Az O <( m N T IM O W ):0 Perspective Views W1 1 O >W m> D nm D: ::E o (1-)2 D �T _ Cn - m _ (n z= nM m OD3 z ISSUE DATE PROJECT CLIENT Blake Fisher, AIA SEPT. 11, 2020 AKERS BILL AND MARY 330 Dayton Street, Suite 6 RENOVATION AKERS Edmonds, WA 98020 206.852.5054 DRAWN BY REVISIONS blake@blakefisherarchitecture.com BDF 0 Revision 1 - 201008 BLAKE FISHER ARCHITECTURE &DESIGN , A. DESIGN CRITERIA i. GOVERNING BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS. ii. RISK CATEGORY: II iii. CONSTRUCTION LOADS: CONSTRUCTION LOADS (MATERIAL AND EQUIPMENT) SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. iv. LIVE LOADS: a. ROOF 20 PSF b. FLOOR 40 PSF v. E SNOW LOADS: a. GROUND SNOW LOAD 25 PSF b. FLAT ROOF SNOW LOAD 17.5 PSF c. IMPORTANCE FACTOR 1.0 d. SNOW EXPOSURE FACTOR Ce 1.0 e. THERMAL FACTOR C 1.0 f. MINIMUM ROOF SNOW LOAD 25 PSF [PER CITY OF EDMONDS] vi. F WIND LOADS - ASCE 7-10 CHAPTER 28, PART 2 - ENVELOPE PROCEDURE: a. BASIC WIND SPEED: 110 MPH (ULTIMATE) b. EXPOSURE: D c. COMPONENTS & CLADDING: 1. END & CORNER ZONES 30 PSF (ASD) 2. INTERIOR ZONES 18 PSF (ASD) 3. ROOF OVERHANG -57 PSF (ASD) vii. SEISMIC LOADS - ASCE 7-10 CHAPTER 12, EQUIVALENT LATERAL FORCE PROCEDURE: a. IMPORTANCE FACTOR 1.0 b. SS 1.280 g C. S1 0.502 g d. SIDS 0.853 g e. SD1 0.502 g f. SITE CLASS D g. SEISMIC DESIGN CATEGORY D h. BASIC SEISMIC FORCE RESISTING SYSTEM 1. LIGHT FRAMED WOOD WALLS SHEATHED WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE i. DESIGN BASE SHEAR 3904 LBS (ASD) j. CS 0.131 viii. DEFLECTIONS: a. ROOF TOTAL LOAD U240 b. ROOF LIVE LOAD U360 c. FLOOR TOTAL LOAD U360 d. FLOOR LIVE LOAD L/480 B. GENERAL NOTES i. NOTES AND DETAILS IN THE DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL STRUCTURAL NOTES. ii. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO BEGINNING WORK. ALL UNDERGROUND UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR TO EXCAVATION. THE ARCHITECT AND FOR SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. iii. COORDINATE DIMENSIONS WITH ARCHITECTURAL DRAWINGS. DO NOT SCALE STRUCTURAL DRAWINGS. iv. REFERENCE THE ARCHITECTURAL DRAWINGS FOR OPENINGS, INTERIOR AND EXTERIOR NON -BEARING WALLS, CURBS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, CHAMFERS, GROOVES, INSERTS, FINISHES, STAIRS, AND DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS. v. METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. vi. THE CONTRACT DRAWINGS REPRESENT THE STRUCTURE IN ITS FINISHED STATE, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS, AND VISITORS DURING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO BRACING, SHORING, AND SAFETY STANDARDS SUCH AS OSHA AND WSHA. A VISIT TO THE SITE BY THE FOR SHALL NOT INCLUDE REVIEW OF THESE ITEMS. vii. OPENINGS, NOTCHES, HOLES, ETC. SHALL NOT BE PLACED IN STRUCTURAL ELEMENTS UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. viii. PRODUCTS SPECIFIED IN THESE DRAWINGS ARE USED AS THE BASIS OF DESIGN FOR THE PROJECT. SUBSTITUTIONS MAY BE SUBMITTED TO THE FOR FOR REVIEW. SUBSTITUTION REQUESTS MUST CONTAIN A CURRENT ICC-ESR OR IAPMO-ER REPORT IDENTIFYING THE SAME OR GREATER LOAD CAPACITY FOR THE REQUESTED COMPONENT. ix. DETAILS IDENTIFIED ON THE STRUCTURAL DRAWINGS SHALL APPLY IN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT THE REFERENCE IS MADE IN EVERY INSTANCE, C. TESTING & SPECIAL INSPECTIONS i. BUILDING OFFICIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH IBC D. FOU WITH'THE BU'ILDIN'G OFFICIAL.. . . ' ' ' ' ' ' ' ii. STRUCTURAL OBSERVATIONS, WHEN REQUIRED BY THE PROVISIONS OF CHAPTER 17 OF THE IBC, THE OWNER OR OWNER'S AUTHORIZED AGENT SHALL EMPLOY THE FOR TO PERFORM STRUCTURAL OBSERVATIONS. STRUCTURAL OBSERVATIONS DO NOT INCLUDE OR WAIVE THE RESPONSIBILITY BUILDING DEPARTMENT INSPECTIONS OR THIRD PARTY SPECIAL INSPECTIONS, OR ANY OTHER INSPECTIONS REQUIRED BY CODE. iii. SUBSTANTIAL COMPLETION OF ROOF DIAPHRAGM NAILING & CONNECTIONS iv. SUBSTANTIAL COMPLETION OF STRUCTURAL STEEL AND CONNECTIONS. TIONS ii. ALLOWABLE SOIL BEARING PRESSURE -A GEOTECHNICAL REPORT WAS NOT PROVIDED FOR THIS PROJECT. PRESUMPTIVE SOIL LOAD -BEARING VALUES BELOW WERE USED AS THE BASIS OF DESIGN. a. 1500 PSF [IBC 2015 TABLE 1806.2] iii. ALL FOUNDATIONS AND SLABS -ON -GRADE SHALL BEAR ON STRUCTURAL COMPACTED FILL OR COMPETENT NATIVE SOIL. EXTERIOR AND PERMITER FOOTINGS SHALL HAVE A MINIMUM DEPTH OF 18" AND INTERIOR FOOTINGS SHALL HAVE A MINIMUM DEPTH OF 12". E. CONCRETE i. CONFORM TO ACI 318-14 AND IBC CHAPTER 19. ii. CONCRETE MIX DESIGN SHALL MEET OR EXCEED THE REQUIREMENTS BELOW: a. FOUNDATIONS, STEM WALLS 1. STRENGTH: 3500 PSI 2. TEST AGE: 28 DAYS 3. MAXIMUM AGGREGATE: 1 " 4. EXPOSURE CLASSIFICATION: F1, Cl 5. MAXIMUM W/C RATIO: 0.55 6. TARGET AIR CONTENT: 4.5% (± 1.5%) b. MIX NOTES: 1. THE MIX DESIGN SHALL MEET THE REQUIREMENTS OF ACI 318-14 CHAPTER 19 BASED ON THE EXPOSURE CLASSIFICTIONS IDENTIFIED ABOVE. 2. CONCRETE SHALL HAVE A SLUMP OF 4" ± 1 " AT THE POINT OF DELIVERY 3. ALL CONCRETE MUST ACHIEVE FULL COMPRESSIVE STRENGTH BEFORE BEING SUBJECT TO FREEZING AND THAWING CYCLES. iii. POSITION AND SECURE EMBEDDED ITEMS PRIOR TO PLACING CONCRETE. REFERENCE ALL CONTRACT DRAWINGS AND COORDINATE EMBEDDED ITEMS. iv. REFERENCE TESTING AND SPECIAL INSPECTION SECTION FOR CONCRETE TESTING AND ACCEPTANCE CRITERIA. v. CONCRETE MATERIALS SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS a. PORTLAND CEMENT ASTM C150 b. AGGREGATES ASTM C33 c. MIXING WATER ASTM C1602 d. AIR ENTRAINMENT ASTM C260 e. MIXING AND TRANSPORTING ASTM C94 OF ASTM C685 vi. CONCRETE PLACEMENT, CONSOLIDATION AND CURING SHALL BE IN CONFORMANCE WITH ACI 318-14 CHAPTER 26. vii. CONCRETE REINFORCING MATERIALS SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS a. REINFORCING BARS ASTM A615, GRADE 60 viii. REINFORCING BARS SHALL NOT BE WELDED, HEATED OR CUT UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR APPROVED BY THE EOR. ix. REINCORCING COVER REQUIREMENTS SHALL BE: a. CAST AGAINST EARTH 3" b. EXPOSED TO WEATHER/EARTH 1-1 /2" c. SLABS AND WALLS 3/4" a. REFERENCE DRAWINGS FOR REINFORCEMENT SPLICES AND DEVELOPMENT LENGTHS. F WOOD i. ALL WOOD PRODUCTS AND CONSTRUCTION SHALL CONFORM TO IBC CHAPTER 23, NDS AND NDS SUPPLEMENT (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION), ANSI/TPI 1 (NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION) ii. ALL SAWN LUMBER AND PRE -MANUFACTURED WOOD PRODUCTS SHALL BE IDENTIFIED BY A GRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BY THE CERTIFYING AGENCY. SAWN LUMBER SHALL CONFORM TO THE GRADING RULES OF WWPA, WCLIB, OR NLGA, AND BE OF SPECIES AND GRADE AS LISTED BELOW a. STUDS & PLATES (2X & 3X) HF #2 b. POSTS (4X) HF #2 c. JOISTS (2X) HF #2 d. BEAMS (4X) HF #2 e. BEAMS (6X) DF #1 f. POSTS (6X) DF #1 iv. WOOD STRUCTURAL SHEATHING SHALL BE APA RATED AND CONFORM TO THE PRODUCT STANDARDS PS-1-95 & PS-2-92 OF THE US DEPARTMENT OF COMMERCE AND THE AMERICAN PLYWOOD ASSOCIATION (APA). a. ROOF SHEATHING 1. THICKNESS 15/32" 2. SPAN RATING 24/16 3. GRADE C-D 4. EXPOSURE 1 b. ii FLOOR SHEATHING 1. THICKNESS 23/32" 2. SPAN RATING 24 OC 3. GRADE STUDD-1 FLOOR 4. EXPOSURE 1 C. iii WALL SHEATHING 1. THICKNESS 15/32" 2. SPAN RATING 32/16 3. GRADE C-D 4. EXPOSURE 1 v. THE LATEST PRODUCT CATALOGS PRODUCED BY THE SIMPSON STRONG -TIE COMPANY, INC WERE USED AS THE BASIS OF DESIGN FOR THIS PROJECT REFERENCE GENERAL NOTES ABOVE FOR SUBSTITUTION CRITERIA. vi. WOOD CONNECTORS SHALL BE INSTALLED PER THE MANUFACTURERE'S PROVIDED INSTALLATION INSTRUCTIONS TO OBTAIN THE MAXIMUM LOAD CAPACITY OF THE CONNECTOR, UNLESS NOTED OTHERWISE IN THE DRAWINGS. vii. NAILING SHALL CONFORM TO IBC TABLE 2304.10.1 UNLESS MORE RESTRICTIVE NAILING IS INDICATED ON THE PLANS OR DETAILS. viii. NAILS SHALL BE COMMON SIZES UNLESS NOTED OTHERWISE ON THE DRAWINGS. ix. NAILS AND STAPLES SHALL CONFORM TO IBC SECTION 2303.6. x. NAIL SIZES SHALL BE AS FOLLOWS: a. 8D COMMON LENGTH = 2-1/2" DIAMETER=0.131" b. 10D COMMON LENGTH = 3" DIAMETER = 0.148" c. 16D COMMON LENGTH = 3-1/2" DIAMETER = 0.162" d. 16D SINKER LENGTH = 3-1/4" DIAMETER 0.148" xi. LAG SCREWS AND THRU BOLTS SHALL BE A307. PROVIDE PLATE WASHERS UNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. xii. SHEAR WALL HOLDOWN HARDWARE IS SPECIFIED FROM THE LATEST PRODUCT 1 CATALOGS PRODUCED BY THE SIMPSON STRONG -TIE COMPANY, INC. PROVIDE ADDITIONAL FRAMING MEMBERS PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS TO ACHIEVE THE MAXIMUM CAPACITY. DO NOT COUNTERSINK HOLDOWN BOLTS. xiii. UNLESS NOTED OTHERWISE ON THE DRAWINGS, CONSTRUCTION SHALL CONFORM TO IBC SECTION 2308 - CONVENTIONAL LIGHT -FRAME CONSTRUCTION" AND IBC SECTION 2304 -GENERAL CONSTRUCTION REQUIREMENTS. xiv. WOOD MATERIALS IN DIRECT CONTACT WITH CONCRETE OR OTHERWISE REQUIRED TO BE PRESERVATIVE TREATED SHALL CONFORM TO THE STANDARDS OF THE AMERICAN WOOD -PRESERVERS ASSOCIATION (AWPA). METAL HARDWARE AND FASTENERS INCONTACT WITH PT WOOD SHALL BE STAINLESS STEEL TYPE 316L, HOT DIP GALVANIZED, OR Z-MAX COATED PROVIDED THE ZINC CONTENT IS AT LEAST 1.85 OZ/SF. G. POST INSTALLED ANCHORS i. POST -INSTALLED ANCHORS SHALL COMPLY WITH THE LATEST REVISION OF THE ICC-ES ACCEPTANCE CRITERIA AND HAVE A VALID ICC-ES REPORT OR IAPMO-ES REPORT IN ACCORANCE WITH THE APPLICABLE BUILDING CODE. ABBREVIATIONS ii. REFERENCE GENERAL NOTES ABOVE FOR SUBSTITUTION CRITERIA. iii. REFERENCE TESTING AND INSPECTIONS SECTION ABOVE FOR SPECIAL INSPECTION ADD'L ADDITIONAL CRITERIA FOR POST -INSTALLED ANCHORS. ALT ALTERNATE ARCH ARCH ITECT/ARHITECTURAL B/ BOTTOM OF BLKG BLOCKING BM BEAM BOT BOTTOM BRG BEARING BTWN BETWEEN CL CENTERLINE CJ CONSTRUCTION/CONTROL JOINT CLR CLEAR CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CTRD CENTERED DBL DOUBLE DET DETAIL DF DOUGLAS FIR DIAG DIAGONAL DWG DRAWING EA EACH EF EACH FACE EN EDGE NAILING EL ELEVATION EMBED EMBEDMENT ENGR ENGINEER FOR ENGINEER OF RECORD EQ EQUAL ES EACH SIDE EW EACH WAY (E) EXISTING EXT EXTERIOR F/ FACE OF FLR FLOOR FDTN FOUNDATION FTG FOOTING GA GAUGE GALV GALVANIZED GEN GENERAL GLB GLUE LAMINATED BEAM GR GRADE GT GIRDER TRUSS GWB GYPSUM WALL BOARD HD HOLDOWN HDR HEADER HF HEM -FIR HORIZ HORIZONTAL HSS HOLLOW STRUCTURAL SECTION HT HEIGHT INT INTERIOR Ld DEVELOPMENT LENGTH LONG LONGITUDINAL Ls SPLICE LENGTH LSL LAMINATED STRAND LUMBER LVL LAMINATED VENEER LUMBER MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MTL METAL (N) NEW NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OPP OPPOSITE OSB ORIENTED STRAND BOARD OWWJ OPEN WEB WOOD JOIST PL PLATE PERP PERPENDICULAR PLY PLYWOOD PSL PARALLEL STRAND LUMBER PT PRESSURE TREATED REF REFERENCE REINF REINFORCING REQ'D REQUIRED RET RETAINING SCHED SCHEDULE SEC SECTION SHTG SHEATHING SIM SIMILAR SOG SLAB -ON -GRADE SPEC SPECIFICATION SQ SQUARE STD STANDARD STIFF STIFFENER STRUCT STRUCTURAL SW SHEAR WALL T/ TOP OF T&B TOP & BOTTOM T&G TONGUE & GROOVE THK THICK THRU THROUGH TJI TRUSJOIST WOOD I JOIST TRANS TRANSVERSE TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL WHS WELDED HEADED STUD WTS WELDED THREADED STUD WWF WELDED WIRE FABRIC w Lu IC o O EQ N o� 0- >= 3N z a >00 �w Wo Z 0V N 0 t.J } 00 Z C) 0 UW U ROSE 4Y wasy,�/,�,yF 54970 O�FSS/ONAL 10/8/2020 © 2019 CAITLIN ROSE ENGINEERING, LLC ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF CAITLIN ROSE ENGINEERING, LLC AND ARE NOT TO BE USED OR REPRODUCED, IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. LLB 0 zQ O >� Q U) w = 0 DC or) z O U) Lo = 0 W r w Q DESIGNED BY CRW DRAWN BY CRW DATE DESCRIPTION 2020 09 06 PERMIT SHEET TITLE STRUCTURAL GENERAL NOTES SHEET NUMBER S1.0 PROJECT NUMBER 20-12 73 n WOOD -FRAMED SHEAR WALL SCHEDULE HEM FIR - 8d NAILING APA RATED EDGE NAILING BOTTOM BOTTOM PLATE FRAMING CLIP RIM BOARD FRAMING BLOCKING ANCHOR TO SILL PLATE AT ALLOWABLE SW TYPE WALL (EN) PLATE ATTACHMENT TO WALL THICKNESS & AT PANEL AT PANEL FOUNDATION FOUNDATION SHEAR SHEATHING BELOW GRADE EDGES EDGES CAPACITY(PLF) [3] [8] [3] [3] [5] [3] [12] SEISMIC WIND 1-1/4" 1.55E SW-6 15/32'' 8d @ 6" OC 2X 16d SINKER @ 4" OC LTP5 @ 18" OC TIMBERSTRAND 2X 2X 5/8" 0 @ 48" OC PT 2X 242 339 LS L 1-3/4" 1.55 E SW-4 15/32'' 8d @ 4" OC 2X 16d SINKER @ 3" OC LTP5 @ 12'' OC TIMBERSTRAND 2X 2X 5/8" 0 @ 32" OC PT 2X 353 495 LS L NOTES: 1. ALL FRAMING MEMBERS AND BLOCKING SHALL BE 2" NOMINAL OR GREATER, PER THE SHEAR WALL SCHEDULE ABOVE. ALL JOINTS IN SHEATHING SHALL OCCUR OVER AND BE FASTENED TO COMMON FRAMING MEMBERS OR COMMON BLOCKING. 2. FOR BUNDLED END STUDS, STITCH NAIL TOGETHER WITH FASTENER DIAMETER AND SPACING TO MATCH THE BOTTOM PLATE NAILING TO RIM. 3. IN LIEU OF 3X FRAMING, (2) 2X FRAMING MEMBERS MAY BE USED PROVIDED THEY ARE FASTENED TOGETHER WITH FASTENER, DIAMETER, AND SPACING TO MATCH THE BOTTOM PLATE NAILING TO RIM. 4. ALL NAILS ARE COMMON, UNLESS NOTED OTHERWISE. NAILS SHALL BE DRIVEN WITH THE HEAD OF THE NAIL FLUSH WITH THE SURFACE OF THE SHEATHING. OTHER APPROVED FASTENERS SHALL BE DRIVE AS REQUIRED FOR PROPER INSTALLATION OF THAT FASTENER. 5. FOUNDATION ANCHOR BOLTS SHALL HAVE A GALVANIZED STEEL PLATE WASHER UNDER EACH NUT NOT LESS THAN 0.229"x3"x3" IN SIZE. PROVIDE A MINIMUM 6" ANCHOR BOLT EMBEDMENT INTO THE FOUNDATION. PROVIDE AN ANCHOR BOLT AT EACH END OF EACH SILL PLATE WITH AN END DISTANCE OF 6". 6. ALL SHEAR WALL PANELS SHALL NOT BE LESS THAN 4'X8', EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING. ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. 7. NAILS SHALL BE LOCATED AT LEAST 3/8" FROM THE PANEL EDGES. REFERENCE SCHEDULE ABOVE AND PLAN FOR EDGE NAIL SPACING. NAILS AT THE INTERMEDIATE FRAMING MEMBERS SHALL BE THE SAME SIZE AS NAILS SPECIFIED FOR THE PANEL EDGE NAILING. THE MAXIMUM NAIL SPACING AT INTERMEDIATE FRAMING MEMBERS IS 12" OC. THE MAXIMUM STUD SPACING IS 16" OC. 8. ALL FRAMING CLIPS AND HARDWARE MUST BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS TO OBTAIN THE MAXIMUM HARDWARE CAPACITY. 9. EDGE NAILING IS REQUIRED IN ALL HOLDOWN POSTS. EDGE NAILING IS REQUIRED TO EACH STUD USED IN BUILT UP HOLDOWN POSTS. 10. WHERE PANELS ARE APPLIED ON BOTH SIDES OF A SHEAR WALLAND NAIL SPACING IS LESS THAN 6" OC, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. ALTERNATIVELY, THE WIDTH OF THE NAILED FACE OF FRAMING MEMBERS SHALL BE 3" NOMINAL OR GREATER AT ADJOINING PANEL EDGES. 11. NAILS AT ALL PANEL EDGES SHALL BE STAGGERED. 12. PROVIDE HOT DIPPED GALVANIZED NAILS AND FRAMING CLIPS AT PRESSURE TREATED LUMBER. 13. REFERENCE KEY DETAILS FOR ADDITIONAL INFORMATION. SHEAR WALL SCHEDULE SCALE: NTS POST PER PLAN o_o a a COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL 001 TYP ISOLATED POST BASE SCALE: 1 " = V-0" STUD WALL FRAMING BOTTOM PLATE ATTACHMENT ADD'L NAILING AS REQ'D PER SW SCHEDULE FLOOR FRAMING DIAPHRAGM EDGE NAILING DOUBLE TOP PL STUD WALL FR/ SILL PLATE SHEAR WALL SHTG PER PLAN ABOVE EDGE NAILING RIM BOARD SHEATHING SPLICE FRAMING CLIP EDGE NAILING SHEAR WALL SHTG PER PLAN BELOW EDGE NAILING ANCHOR BOLT SHEAR WALL KEY DETAIL FLOOR/ROOF FRAMING HEADER DOUBLE TOP PL NOT SHOWN FOR CLARITY PER PLAN 3x BLKG AT STRAP ABOVE & BELOW OPENING SIMPSON CS16 STRAP ABOVE & BELOW OPENING EXTEND 2'-0" MIN PAST WINDOW OPENING, TYP - KING STUDS NOTES: 1. REFERENCE SHEAR WALL SCHEDULE AND KEY DETAIL FOR REMAINING INFORMATION 2. STRAPS TO BE ON BOTH SIDES WHEN SHEAR WALL IS DOUBLE SIDED FTAO SHEAR WALL ELEVATION SCALE: 1 /2'' = 1'-0" TYPICAL HEADER FRAMING SCALE: 1 " = 1'-0" ENTRY CANOPY POST PER PLAN 112" KNIFE PL W/ (2) 5/8" 0 THRU BOLTS 3" 00, 5/2'I I 1Y4" 0 0 0 B/POST LlQl T/FTG o 2y2„ 1y2" TYP EDGE DIST 211 a SIMPSON PB POST BASE a ° ° i', PLATE W/ REBAR ANCHOR LAYOUT _ U °C Q 1/2"x5.5x5.5 BASE PL Ir w W/ (2) #4 A706 X 8" REBAR a LL a WELDED TO BOT OF PLATE a a T/GRADE T/GRADE a ° - II a- - = w �o a ° a° T� 12" SO CONC FTG W/ (2) #4 EA WAY (3) LOCATIONS — CONC FTG a ° REFERENCE PLAN FOR DIMENSIONS AND ° COMPETENT NATIVE SOIL REINFORCEMENT OR COMPACTED STRUCTURAL FILL, TYP KNIFE PLATE AT ENTRY BASE PLATE SCALE: 1-112" = 1'-0" TRIMMER STUDS WINDOW SILL CRIPPLE STUDS WALL SHTG NOT SHOWN FOR CLARITY "✓ALL ABOVE WHERE OCCURS SHEATHING PER PLAN RIM JOIST WHERE OCCURS PER PLAN DOUBLE TOP PL SPLICE PER PLAN 16d NAILS EA END 'P (8'-0'' MAX SPAN) MER STUDS PER PLAN WALL PER PLAN i NOT SHOWN FOR ITY SOWS 16d NAILS �GGERED @ 6" OC 'HIN SPLICE LENGTH DOUBLE TOP PLATE (2) 16d AT LOWER PLATE BREAK LINE STUDS AND SPACING PER PLAN ninTCc. 1. SHEATHING AND FLOOR/ROOF FRAMING NOT SHOWN FOR CLARITY 2. AT LOCATIONS WHERE THE TOP PLATE IS INTERRUPTED, PROVIDE SIMPSON LSTA15 STRAP EA SIDE OF TOP PL TO BEAM FOR CONTINUITY. TYPICAL TOP PL SPLICE SCALE: 3/4" = V-0" W� Lu CLo 100 ,�co 0 EQ 3N zX3Cco uj~~ J O 'j LL1 ' M Z CN � c: N 0 z } O 0 Lu U c5r ROSE �Y pE WAS 54970 O�FSS�ONAL 9/7/2020 © 2019 CAITLIN ROSE ENGINEERING, LLC ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF CAITLIN ROSE ENGINEERING, LLC AND ARE NOT TO BE USED OR REPRODUCED, IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. w 0 zQ O >3: Q U) LIJ = 0 � 0-)z cf)Lo O CE Cry n W r LJ Q DESIGNED BY CRW DRAWN BY CRW DATE DESCRIPTION 2020 09 06 PERMIT SHEET TITLE FOUNDATION & SHEAR WALL DETAILS SHEET NUMBER S3.0 PROJECT NUMBER 20-12 ROOF FIN PER AR GLB RIE ( l 1Ttl Ml M Ml AAI JOISTS R PLAN DF BEAM 30 LTS rL_n rvvv KING POST @ RIDGE SCALE: 1-1/2" = V-0" /7\ 7VQ DInr_C DCAhA /71 n" KAAV (`I D QDAKl\ (2) 16d NAILS @ EA BLOCK & @ EA (E) ROOF RAFTER TYPICAL ROOF OVERFRAMING SCALE: 1 " = 1'-O" FASCIA PER ARCH NON-STRUCTURAL FURRING AS REQ'D FOR SOFFIT — SOFFIT PER ARCH 0 2X6 HF #2 RIM FASTEN W/ MIN (3) 16D NAILS EA JOIST SHTG PER PLAN STAGGER NAILING SIM SLC no KING POST @ RIDGE SCALE: 1-1 /2" = V-0" TYPICAL HEADER FRAMING SCALE: 1 " = 1'-0" SIMPSON H2.5 EA JOIST TO BEAM/WALL BELOW 2X6 BLKG @ HEADER 2X6 HF #2 OUTRIGGERS W/ 5'-0" CLR BACKSPAN @ 16" OC T/OPENING =ASOREQ'D N-STRUCTURAL FURRING FOR CEILING FINISH CEILING FINISH PER ARCH HIGH HEADER PER PLAN OUTRIGGERS @ VAULTED ROOF SCALE: 1-1/2" = 1'-0" SIMPSON LUS HGR :3V�»:i�Ie1�l 1/4" STIFFENER PL EA SIDE OF WEB AT END OF TOP FLANGE PROVIDE 2X STUD PACK BELOW WF NAIL EACH STUD W/ 16d @ 12" OC STAGG WF BM @ WALL SCALE: 1-1/2'' = 1'-0" w a- O U- SHTG PER PLAN C�LJT(� nrn nl AKI TJI ROOF JOIST BEYOND WF LOW BEAM PER PLAN TAPER TOP OF WF AS REQ'D AT ROOF FRAMING i z 00 (2) 1/4" X 4" SIMPSO SIDS SCREWS EA SIDE OF WEB, TYP (E) DBL TOP PL TO REMAIN (N) HDR @ SIM =R PLAN DF JOISTS PER PLAN SOLID SAWN 4X SHIM BEAM ABOVE (E) DBL TOP PL CONNECT TO DBL TOP PL W/ SIMPSON LTP5 @ 18" OC, TYP MID 1Y2" TYP KING @ LOW WF BM SCALE: 3" = 1'-0" F PER PLAN \ FLANGE TO F BM BELOW - EA SIDE N WITH EACH ANGE w U w 00 co 0 T t�� E Z _r 00— z co N ~~ J O 'jui �•Llj ol T � N y } O Z 0 �w U (i ROSE �Y WA 54Is 970 O�FSS�ONAL 9/7/2020 (9 2019 CAITLIN ROSE ENGINEERING, LLC ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF CAITLIN ROSE ENGINEERING, LLC AND ARE NOT TO BE USED OR REPRODUCED, IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. I W 0 zQ O >� QU) w =o rr cy)z O UD Lo OC o w r LLJ Q DESIGNED BY CRW DRAWN BY CRW DATE DESCRIPTION 2020 09 06 PERMIIT SHEET TITLE ROOF SECTIONS & DETAILS SHEET NUMBER S3.1 PROJECT NUMBER 20-12