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APPROVED BLD ENG PLN RESUB 3-BLD2023-0273+Architectural_Plan+11.3.2023_1.38.35_AM+3878947SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM 0 v N u 0 J B i3 t co a Ln N CO M N ADDRESS OF PROPERTY: 7011 LAKE BALLINGER WAY EDMONDS, WASHINGTON 98026 BUILDING CORNERS (307.00+306.00+303.00+298.82) = 1214.82 42'-11 1/2" ENGINEERING DIVISION APPROVED AS NOTED Applicant shall repair/replace all APPROVED BY PLANNING City Of Edmonds SOUTHWEST CORNER = 307.00 1214.82/4 damage to utilities or frontage ASSESSOR'S PARCEL NO.: 00488800801100 OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING SOUTHEAST CORNER = 306.00 303.71 = AVERAGE ELEVATION Nov 072023 improvements in City right-of-way 1�-0 ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY LEGAL DESCRIPTION: SEE SURVEY DRAWINGS UTILITIES MAY REQUIRE A SEPERATE PERMIT. NORTHEAST CORNER-303.00 NORTHWEST CORNER - 298.82 - MAXIMUM HEIGHT (AVERAGE + 25'-0") JU� W ,'� k 11/14/2023 per city standards that is caused or Building Department occurs during the permitted project. 314' 35- OWNER: PAULTRIEU (303.71+25.00) = 328.71 Work ADDITION/REMODEL 7011 LAKE BALLINGER WAY EDMONDS, WASHINGTON 98026 OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE 3p300 MAILING ADDRESS: PAULTRIEU 7011 LAKE BALLINGER WAY Address. 7011 LAKE BALLINGER WAY LAKE BA L I N G R Special In ctions are required for this permit: ■ i EDMONDS, WASHINGTON 98026 . Soils per G Tech Report I � Owner TRIEU PARCEL AREA: NO STORMWATER MANAGEMENT SYSTEM NOTE: 82 29g SEE AlA118 & AlA119 I Concrete Expansio anchor and Drilled in dowels n 3. Structural steel FOR HEIGHT 15, Apr to 10/13/2023 REQUIRED AT THIS TIME. IF NEW AND/OR \ ELEVATION MARK I .Higtrength, olting • REPLACED IMPERVIOUS SURFACE EQUALS ROCK B LKH AD tallat�and constr tion of pin it W. i 2000SQFT OR GREATER A STORMWATER \ TOP EL. 281 2± oHBuildi g Offi ial '06" ■ ■�■�■ ■�■�■�■� MANAGMEMENT SYSTEM MAY BE REQUIRED N89°5 GUTTERS/DOWNSPOUTS SHALL PER CITY CODES AND STANDARDS DRAIN TO SPLASHBLOCKS _- Permit Numb r BLD2023-0273 EON BYDpTHERS)/ / \� ■ ■ TOTAL LOT AREA = 16,397.30 S.F. \ (COCA Z-- 282 - ■A separate plumbing pe it is required for this ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF 30 0o A project. Please obtain a P mbing permit from i RSW-12 N."i-Flag •the City of Edmonds. Zone Corner "N EDMONDS STANDARD DETAIL SD-642 OR \ APPROVED EQUAL. I Setbacks: Required Actual 1511 7.8„ C� APPROVED ALL WORK SU EC T Front LAWN TO FIELD OBTAIN ELECTRICAL--------------- P NS MUST BE PERMIT FROM 1 9'8"W (E)- INSPECTION F STATE LABOR & a -' C� JOB SITE Sides 2 4 E PROJECT INFORMATION 1 HEIGHT 2 INDUSTRIES co r w CODE COMPLIAN E---------- -------- �- -_ m o. v, Rear A100 A100 _. ��1-5` _ther ............. _ � eight __�� __; _ LOT COVERAGE TABLE . / /j ADDITIONS, ALTERATIONS TO EXISTING SINGLE FAMILY RESIDENCE A @EXISTING HOME = 1,783.61 S.F. ' B @ NEW ADDITION = 203.74 S.F. C @NEW ADDITION = 13.93 S.F. o? *Critical area buffer setback. --�-- D @ NEW DECK = 79.59 S.F. E EXISTING DECK 219.40 S.F. �`? �" '� n / ' Replaces rear setback. mWC-�/�,ti PROJECT DESCRIPTION @ � F @ (N) PORCH 70.33 S.F.n� �� O Nothing in the permit approval process shall be m interpreted as allowing or permitting the maintenance _ ' ` G @ (E) PARTY ROOM 656.20 S.F. Z / :� 1J / illegal, A100 H (@- (E) DOLL ROOM = 230.32 S.F. TOTAL = 3,257.12 S.F. ` ' of any currently existing nonconforming or i ' '� / ' �.� unpermitted building, structure or site condition which / Sp,N�� P \ >' CD is outside the scope of the permit application, regardless / '1� DER P of whether such building, structure or condition is / E s HOUSE AREA = 3,257.12 S.F. /4 % S�MEN� B xis N N shown on the site plan or drawing. Such building, A.C. G.L.O. GYPSUM LATH & PLASTER Q.T. QUARRY TILE LOT AREA = 16,397.30 S.F. / I EPPF#135A - arc N structure or condition may be the subject of a separate ACOUS ACOUSTICAL G.W.B. GYPSUM WALL BOARD QTR. QUARTER ADJ. ADJUSTABLE, ADJACENT H.B. HOSE BIB R. RADIUS 3,257.12/16,397.30 = 0.1986 OR 19.86% co --_- �° m enforcement action. " 282 / 0 I _ --- l 2S4 ALUM. ALUMINUM H.C. HANDICAPPED R.D. ROOF DRAIN ANOD. ANODIZED H.M. HOLLOW METAL R.L. RAIN LEADER MAXIMUM LOT COVERAGE ALLOWED = 35% � 6, APPROX. APPROXIMATE HORIZ. HORIZONTAL REC'D. RECEIVED ry°ti 1- N ASR. HT. HEIGHT REF. REFRIGERATOR LLL ----286 N BD. BOARD HTR. HEATER REINF. REINFORCING ' ' ,-.»- LLLLLLL I'L' BLDG. BUILDING INSUL. INSULATION REQ'D. REQUIRED �' LLLLLLLLLLLLtLLLLLLi N_ LLLLL LLLL LLLLLLL LLLLL _ LLLLLt L\ LLLLL t LLL K. BLOCK JT./JTS. JOINT/JOINTS R.O. ROUGH OPENING BILK. LLLLL L\ I-LLLLLL-CELL LLLLLLL LLLL�-t L\ BLK'G. BLOCKING L. LONG LENGTH SCHED. SCHEDULE BM. BEAM LAM. LAMINATE, LAMINATED S.C. SOLID CORE I LLLLLL LLLLi-\ LLL LLLLLL L4 LLLLLLLLLLLL BOT. BOTTOM L.F. LINER/LINEAL FOOT SHT. SHEET D E LLLLLLLLLLLLE LLLLLL LLLLLLLLLLLLL LLLL L LLLLLLLLLLLLLLLLLLLLLLLLI-\" - $a z BTW. BETWEEN LIQ. LIQUID SIM. SIMILAR ��' LLLLLL LLLLL LLLLLLL LLLL ' �LLLLLLLj C.B. CATCH BASIN LT. WT. LINE WEIGHT S.I.O. SUPPLIED & INSTALLED BY LLLLLLLL L; ��LLLLLL; LLL LLLLL N LL C.I. CAST IRON MAS. MASONRY OWNER ` ' g L�L`LLLLL; LLLL LLLL' ' p�° CNj1 N C.I.P. CAST IN PLACE MAX. MAXIMUM SPEC'D. SPECIFIED LLLLLLL LLLLLLLLLLLLLL t LLLLL \L i , C.L. CENTER LINE M.B.S. METAL BUILDING SQ. SQUARE / / �' LLLLL LLLLLLLLLLL� \ ' 2gL N_ 0 LLLLL LLLLLLL \ i LLLLL CLG. CEILING SUPPLIER S.S. SERVICE SINK, SANITARY / 6, ti� -- 45'- - C.M.U. CONCRETE MASONRY UNIT MECH. MECHANICAL SEWER COL. COLUMN MEZZ. MEZZANINE SST. STAINLESS STEEL / / �L CONC. CONCRETE MTL. METAL STD. STANDARD CONT. CONTINUOUS MFG. MANUFACTURING STL. STEEL CONSTR. CONSTRUCTION M.H. MAN HOLE STRUCT. STRUCTURE, STRUCTURAL CONTR. CONTRACTOR MIN. MINIMUM SUSP. SUSPENDED ° 2g Q - gE� C.T. CERAMIC TILE MISC. MISCELLANEOUS SYS. SYSTEM N ;' _ °_°g.e•; 251„ DBE. DOUBLE M.O. MASONRY OPENING T. TREAD, TOP H - ,. ... •: • ... (E) HOUSE � DTL. DETAIL M.R. MOISTURE RESISTANT TAB. TOP & BOTTOM : F C __; °� ::j :: •: ": :�`;•,:', .. � � ` �Lp- • .:. D.F. DRINKING FOUNTAIN MULL. MULLION TEL. TELEPHONE D.S. DOWNSPOUT MTD. MOUNTED TEMP. TEMPERED (E) HOUSE 294 - •'"• DRWG. DRAWING MTG. MOUNTING TAG. TONGUE & GROVE � � � co EA. EACH N.I.C. NON IN CONTRACT T.G. TEMPERED GLASS .. m E.F.S. EXTERIOR FINISH SYSTEM NOM. NOMINAL TYP. TYPICAL N o� "• ow .' -� 304 ELEV. ELEVATION, ELEVATOR N.T.S. NOT TO SCALE UTIL. UTILITY f 0 ELEC. ELECTRICAL O.A. OVERALL U.B.C. UNIFORM BUILDING CODE . .a NpUSE co ENCL. ENCLOSURE oC ON CENTER U.N.O. UNLESS NOTED OTHERWISE ' , ga -, F F _307 05 N N W EXH. EXHAUST O.H. OVERHEAD VERT, VERTICAL EXIST. EXISTING OPNG. OPENING W/ WITH TOTAL LOT AREA ' `" EXP. EXPANSION OPP. OPPOSITE W/o WITHOUT 16,397.30 S.F. EXT. EXTERIOR PTN. PARTITION WD. WOOD 'X. o SHOE '' m�°° F.D. FLOOR DRAIN PERP. PERPENDICULAR WDW WINDOW 300� YAR� K Q o FDN. FOUNDATION P.I.V. PRESSURE INDICATOR VALVE W.P. WATERPROOF SETBA n SPOUTS F.F. FACTORY FINISH P.L. PLATE, PROPERTY LINE W.R. WATER RESISTANT �h^ryQj N%U(TER- pp -- w ASPHALT F.H.S. FLAT HEAD SCREW PLYWD. PLYWOOD WT. WEIGHT P Q�SG o FL. FLOOR PLBG. PLUMBING W.W.M. WELDED WIRE MESH FTG. FOOTING PNL. PANEL, PANELING W.W.F. WELDED WIRE FABRIC N 302 - SNPLL g`OCKS .' N o N\ SPLPSN / GA. GAUGE PR. PAIR GALV. GALVANIZED PROJ. PROJECT G.I. GALVANIZED IRON PT. POINT G M. ) � - ,; �, FENCE -- -- -- -- O p� P _ 8 0 S"E 74. 4' ABBREVIATIONS 4 A100 _ WM EI P (E) DRIVE A KEVIEW U (E) DRIVEW Y CURB LINE DRIVE ' - 0 Do o O i0 M 18 9' > Y-6 Q LAKE BALLINGER ILL!NILE Q LAKE BALLING ER WAY (SR 104) SHRINE 112 GOLF 16- 1 COURSE SITE o E 0 z LAKE BALLINGER WAY Z NE 204TH STREET [ w �� w BAGLEYDR.N Q z Lu LU z z z k F ' Q C� ULI G LU W = NE 201TH STREET L0 - -- NE 200TH STREET VICINITY MAPITE LOT COVERAGE7 PLAN56 CALCULATION A100 " N.T.S. A100 A100 1= 20'-0" RESUB Nov 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 0 s 0 10 W °° 10 — a 3:N ~ LU W Goa VLU V zZa Z W a om� Z HLUZ 06 LUa 50 L � r-- W a IL LU0 HWLn ,a azN E CL U CO rn 1-0- 39 8 0o s N— =vWo a m r- N N i2 Z z = W ad LU H C LU 0 N W � z a � W IL z 117Z REVISIONS: CADD FILE: DATE: 11-30-21 DRAWN BY: N.NADERI CHECKED BY: SITE PLAN & PROJECT INFORMATION A100 0 c N a U O } a t m CL Ln N 0o eM N LAKE BALLINGER LAKE BALLINGER WAY (SR 104) CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN REVISION DATE FILTER FABRIC FENCE JANUARY 2018 FILTRATION SYSTEMS STANDARD DETAIL ER-900 IMPERVIOUS SURFACE PROJECT CALCULATIONS MARK TYPE OF AREA SQUARE FOOTAGE STORM WATER FACILITY A EXISTING ASPHALT 2,285.89 - B EXISTING CONCRETE 903.46 - C HOME -ROOF 2,361.38 - D EXISTING BUILDING 656.20 - E EXISTING PATIO 1,237.93 - F EXISTING STRUCTURE 227.47 - G NEW PORCH ROOF 110.30 - H STAIR TO PARTY ROOM 51.84 - TOTAL - EXISTING 7,672.33 TOTAL -NEW 162.14 IMPERVIOUS AREA = 7,672.33 S.F. + 162.14 S.F. = 7,834.47 S.F. LOT AREA = 16,397.30 S.F. 7,834.47/16,397.30 = 0.4778 OR 47.78% TREE & VEGETATION PROTECTION TREE PROTECTION FENCING AND SIGN 1. CHAIN LINK, WIRE MESH, OR SIMILAR OPEN RIGID MATERIAL (NO PLYWOOD) 2. MUST BE INSTALLED PRIOR TO DEMOLITION OR GROUND DISTURBANCE 3. KEPT IN PLACE FOR THE DURATION OF CONSTRUCTION 4. NO SOIL DISTURBANCE OR ACTIVITY ALLOWED WITHIN FENCED AREA: MATERIAL STORAGE/STOCKPILING, PARKING, EXCAVATION, DUMPING, OR WASHING 5. MODIFICATIONS OF THESE REQUIREMENTS BY APPROVAL OF SDCI PLANNER ONLY 6. IF ROOTS GREATER THAN 2 INCH FOUND OUTSIDE OF FENCING, PROTECT BY HAND EXCAVATION AND, IF NECESSARY, CUT CLEANLY AND KEEP MOIST 7. USE 3 INCHES OR DEEPER WOOD CHIP MULCH OUTSIDE FENCED AREAS TO PROTECT FEEDER ROOTS VEGETATION PROTECTION 1. ORANGE MESH OR SIMILAR OPEN MATERIAL 2. MINIMIZE CONSTRUCTION ZONE 3. PROTECT VEGETATION OUTSIDE CONSTRUCTION ZONE WITH FENCING AS SHOWN 4. USE 3 INCHES OR DEEPER WOOD CHIP MULCH OUTSIDE FENCED AREAS TO PROTECT FEEDER ROOTS SYMBOL VEG LAKE BALLINGER WAY (SR 104) TREE & VEGETATION FENCING AROUND ENTIRE DRIP LINE ON PERMIT SITE. ALTERNATIVE TREE PROTECTION, IF APPROVED BY SITE INSPECTOR, AS SHOWN ON SITE PLAN a w a w z Z"so J ui U www ��O 0 U� 0- z OZ LZ u U Q w 0 w SET BACKS/TEMPORARY EROSION AND SEDIMENTATION CONTROL AND TREE RETENTION PLANS 0 1 " = 20'-0" 1 A101 RESUB Nov 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 0 0 o W °° .0 Q � � o �N ~ Lu ce0 a LU V ZZa Z WJ3: a omN Z y LU Z obi w a 0 0 W Q O CL J E O W U 1 QW � ZN E ��co 0� Q=a°' o O ° M J N W CDa m H N Q 1xi L C9 - W w O� W H Q W C 2 W Q N � Z W CL Z Ole REVISIONS: CADD FILE: DATE: 11-30-21 DRAWN BY: N.NADERI CHECKED BY: SET BACKS/TEMPORARY EROSION AND SEDIMENTATION CONTROL & TREE RETENTION PLANS Al 01 0 v N a u 0 a `v L CO E CL Ln N 00 M N WATER METER TO BE UPSIZED NOTE: WATER SERVICE LINE BETWEEI` HOUSE AND THE METER TO 1 1/ WATER SUPPLY FIXTURE (WSFU) CALCULATIONS PROJECT CALCULATIONS FIXTURES RE -USE EXISTING NEW HOME TOTAL WSFU FACTOR WSFU TOTP TOILET 0 4 4 2.50 10.00 BATHTUB/SHOWER 0 2 2 4.00 8.00 SHOWER ONLY 0 1 1 2.00 2.00 ADDITIONAL SHOWER HEADS 0 1 1 2.00 2.00 KITCHEN SINK 1 0 1 1.50 1.50 DISHWASHER 1 0 1 1.50 1.50 HAND SINK 0 5 5 1.00 5.00 LAUNDRY SINK 0 1 1 1.50 1.50 CLOTHES WASHER (LAUNDRY) 0 1 1 4.00 4.00 HOSE BIB HOOKUP (2.5 FIRST, ADDITIONAL 1.0) 2 0 2 2.50 3.50 TOTAL 39.00 47-11 112" 'AID FOR THE CITY TO DO THE DIN FOR THE NEW WATER METER INSTALL. WATER SERVICE FROM MAIN TO METER TO BE INSTALLED BY CITY PUBLIC WORKS. LOCATION OF WATER METER BOX TO BE INSPECTED IN ADVANCE OF REQUESTING TAP ON MAIN. REQUEST METER BOX AND INSPECTION BY EMAILING ENGINEERINGPERMITS(a)EMDONDSWA.GOV. NOTE: 1.5' ALL GUTTER DOWNSPOUTS SHALL DISCHARGE N THE TO SPLASH BLOCKS AL WILL BEEN LINE KEY SEWER LINE ss ss WATER LINE TER WATER POWER LINE RESUB Nov 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 o 0 W10 — a �N ~ Lu W G a VLU V ZZa Z Lu --ji 3: a om� Z HWZ od a 0 r-- W a CL E O W u � aLu � a ZN E ~aa10 a °' 3 8 � 0o s Q c* =vLu a m�NN Q. ILL. (9 - W Ix ad Lu H CL 0 = J W a N Q Z W Z REVISIONS: CADD FILE: DATE: 11-30-21 DRAWN BY: N.NADERI CHECKED BY: UTILITIES LOCATION P UTILITIES LOCATION PLAN io 1 11 = 20'-0" 1 A102 Al 02 C:\Users\Bharat-Local\Dropbox\7011 Lake Ballinger Way - Trieu Residence\Bharat and Neda Drawings\[Paul and Nancy Trieu Residence] -Final Architectural Set.dwg, 11-01-23, 8:25pm, Bharat -Local, 48 = G) D 52'-10" 2'-6" 20'-0" 4'-2" 3'-1" 3'-7" 12'-6" 7'-0" ill, 7'-1 " 4'-6" 6" LINE OF EXISTING FOUNDATION ABOVE LINE OF EXISTING CONCR TE EDGE • — • — • — • — — • — • — — • — • — • — • cn N LINE OF EXISTING N DECK ABOVE I N - N ffi O z w J CO m , C 5 - 0 ' o TI s m Ix cn z O s X m w Lfi -1 -1 z w W EXISTING CRAWL SPACE G� N n D r 90 N o o� � r m y z \ V�� r in N m m m O N O) m \\ BRISITIING1674�BI0IENT l �Iz 00 `S M X 1� m�� m n oc Iim Z -� - -I-] m I m Cn v D ' O�4CEFIN IN O) z V 1 W z - _ D m 1, m r. A. z m O x m' ' '�� I °' x ' E UN -CONDITIONED STORAGE Cn c _ _ F ' CIVIL VISQUEEN -- -- z o23 o ' LINE OF EXISTING q 0 , 10 x� n 228.04 S.F. DECK ABOVE Z01 LINE OF EXISTING z CONCRETE EDGE D ' 0 O � < ' y m' y 0 ' 0-- -- -- -- -- -- cz LINE OF EXISTING FOUNDATION ABOVE r 6" 2'-6" 20'-0" 4'-2" 3'-1" 3'-7" 12'-6" 7'-0" 4� > ii b 52'- 0" D O FF> m x -n Z 0 00 D z m O z m v � Z o, v � 0 rn H 0 � Z CAr mZ H N D v m PRAKASH PATEL b AT RAFTING BHARAT PATEL & 14008 38TH AVE NE SEATTLE, WA. 98125 ESIG N 206-228-0196 p patel.bharat@gmail.com NEDA NADERI PAUL & NANCY TRIED RESIDENCE 7011 LAKE BALLINGER WAY EDMONDS, WA. 98026 PARCEL N0:00488800801100 v <� Z Dm0 O w �Zo V/ 3 N C ��z O < cf) IV m W C:\Users\Bharat-Local\Dropbox\7011 Lake Ballinger Way - Trieu Residence\Bharat and Neda Drawings\[Paul and Nancy Trieu Residence] -Final Architectural Set.dwg, 11-01-23, 8:25pm, Bharat -Local, 48 G) m vo D 12'-6" rnX O o = G) m ov D m D 0O aND 00 rnC]7n 52'- 0" 20'-0" 4'-2" 19'-2" 7'-0" 8" 3'-6" 5'-2" 3'-6" 7'-2" 11'-9" 7'-1" 4'-6" 00 CTl CTl w - m n N = m �o� o � Ao O � w o O 1\mm�/ o°� D D zZ �vmZ�Z oZ ND v m PRAKASH PATEL HARAT RAFTING BHARAT PATEL & 14008 38TH AVE NE SEATTLE, WA. 98125 ESIG N 206-228-0196 p patel.bharat@gmail.com NEDA NADERI PAUL & NANCY TRIED RESIDENCE 7011 LAKE BALLINGER WAY EDMONDS, WA. 98026 PARCEL N0:00488800801100 v <� Z Dm0 O w V/ � Zo 3 N C ��z O < � IV m W C:\Users\Bharat-Local\Dropbox\7011 Lake Ballinger Way - Trieu Residence\Bharat and Neda Drawings\[Paul and Nancy Trieu Residence] -Final Architectural Set.dwg, 11-01-23, 8:25pm, Bharat -Local, 48 12'-6" G) T[ m vo D 52'- 0" 20'-0" 4'-2" 19'-2" 7'-0" -- -- -- -- -- -- -- -- -- `% --------- ' ' ---- --, -- rr • I , lil ii ii - i� N I C I ♦♦ 11 � I I I N 1 _ _ --:---:—:--:::— :----:------------- ` I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ir I I •I L__ I ` / � I 1 111 � I � II 1 II F=== I I �I I 1 ♦ II � I I I III ki III � LJ j Ij III II / I11 III II Ljll---� I I o 92 I I 1 11 1 I I j I 02 I I I j I I 11 I I � 11 II I I I 11 I I II `III rn 11 II ,rr--- ---- I- — J '— ---------------rt------� C---- F m rL II - j �/ \% I Il z------ - -------------- ___------- ------------------------------- -- -- -- -- -- -- -- -- - 1 • 1 rn I11 . I � rn O II , II II II O 1 r D� 2'-6" 20'-0" 4'-2" 19'-2" 7'-0" ii b 52'- 0" kh = D N m x Z A O m IVr D z m � Z v l J 0 rn H � � Z o r irn H Z N v m PRAKASH PATEL HARAT RAFTING BHARAT PATEL & 14008 38TH AVE NE SEATTLE, WA. 98125 ESIG N 206-228-0196 p patel.bharat@gmail.com NEDA NADERI PAUL & NANCY TRIED RESIDENCE 7011 LAKE BALLINGER WAY EDMONDS, WA. 98026 PARCEL N0:00488800801100 v <� Z Dm0 O w �Zo V/ 3 N C Z�z O <� DOOR SCHEDULE - BASEMENT FLOOR MARK DOOR LOCATION WIDTH HEIGHT AREA U- VALUE DOOR TYPE COMMENTS CD BONUS ROOM T-0" 6'-8" 20.00 S.F. 0.30 SOLID EXTERIOR DOOR BONUS ROOM T-0" 6'-8" 20.00 S.F. 0.30 SOLID EXTERIOR DOOR DOOR SCHEDULE N.T.S. EXTERI( SHEATF STRUCI 60 LB. BUILDIN PAPER SIDING ELEVAT O 1/2" G.W.B. AND PAINT 2x6 STUDS @ 16"oc R21 BATT. INSULATION, MIN. 2x6 EXTERIOR WALL CONSTRUCTION (PLAN VIEW) NOTE: USE 1/2" WATER RESISTANT G.W.B. ON BATHROOM SIDE. IF TILE FINISH, USE 1/2" CEMENT BOARD WHERE TILING. VERIFY LOCATIONS TILE TO BE DETERMINED. USE MONOLITHIC WATERPROOFING SYSTEM AT ALL WET AREAS VERIFY WITH HOMEOWNER 1/2" G.W.B. AND PAINT O 1/2" G.W.B. AND PAINT 2x4 OR 2x6 STUDS @ 16"oc VERIFY w/ HOMEOWNER IF SOUND INSULATION IN THIS WALL 2x4 OR 2x6 INERIOR WALL CONSTRUCTION (PLAN VIEW) CONIC FOUNI WALL O (E) FURRING WALL TO REMAIN AS IS (N) OR (E) 2x6 STUDS @ 16"oc EXTERIOR CONCRETE WALL w/ FURRING WALL CONSTRUCTION (PLAN VIEW) WALL TYPES 1 A114 2 PROPOSED BASEMENT FLOOR PLAN 0 RESUB Nov 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 o 0 W00 — a o �N W ~ Lu G a LU °' a V V ZZa Z W a a — Z NWZ od < C0C L � � r-- W a CL E o W u � azNW LnCL 8 E 3 C 8 IX t M a�s � N Go W O 8 m h N O. o J w � Lu I. a W CL o i W a N � Z ix W a Z REVISIONS: CADD FILE: DATE: 11-30-21 DRAWN BY: N.NADERI CHECKED BY: PROPOSED BASEMENT FLOOR PLAN 1 1/2" = 1'-0" A114 A114 Al 14 m v a u s a a m a Ln N cl ri N WINDOW SCHEDULE - MAIN FLOOR MARK WINDOW LOCATION WIDTH HEIGHT AREA U- VALUE WINDOW TYPE SCREEN COMMENTS < (N) OFFICE 5'-0" 4'-6" 22.50 S.F. 0.24 EGRESS YES - Og (N) DINING S-0" 4'-6" 13.50 S.F. 0.24 PICTURE NO - O(N) ENTRY 1'-0" 6-8" 6.67 S.F. 0.24 PICTURE NO - O(N) HALLWAY S-0" 4'4" 12.00 S.F. 0.24 PICTURE NO - O(N) OFFICE S-0" 4'4" 12.00 S.F. 0.24 PICTURE NO - R303.1.3 FENESTRATION PRODUCT RATING.U-FACTORS OF FENESTRATION PRODUCTS (WINDOWS, DOORS AND SKYLIGHTS) SHALL BE DETERMINED IN ACCORDANCE WITH NFRC 100. EXCEPTION:WHERE REQUIRED, GARAGE DOOR U-FACTORS SHALL BE DETERMINED IN ACCORDANCE WITH EITHER NFRC 100 OR ANSI/DASMA 105.U-FACTORS SHALL BE DETERMINED BY AN ACCREDITED, INDEPENDENT LABORATORY, AND LABELED AND CERTIFIED BY THE MANUFACTURER. PRODUCTS LACKING SUCH A LABELED U-FACTOR SHALL BE ASSIGNED A DEFAULT U-FACTOR FROM TABLE R303.1.3(1), R303.1.3(2) OR R303.1.3(4). THE SOLAR HEAT GAIN COEFFICIENT (SHGC) AND VISIBLE TRANSMITTANCE (VT) OF GLAZED FENESTRATION PRODUCTS (WINDOWS, GLAZED DOORS AND SKYLIGHTS) SHALL BE DETERMINED IN ACCORDANCE WITH NFRC 200 BY AN ACCREDITED, INDEPENDENT LABORATORY, AND LABELED AND CERTIFIED BY THE MANUFACTURER. PRODUCTS LACKING SUCH A LABELED SHGC OR VT SHALL BE ASSIGNED A DEFAULT SHGC OR VT FROM TABLE R303.1.3(3). EXCEPTIONS:1. UNITS WITHOUT NFRC RATINGS PRODUCED BY A SMALL BUSINESS MAY BE ASSIGNED DEFAULT U-FACTORS FROM TABLE R303.1.3(5) FOR VERTICAL FENESTRATION.2. OWNER -BUILT, NONOPERABLE WOOD FRAME WINDOW CONSISTING OF A DOUBLE PANE UNIT WITH LOW-E (E = 0.04 OR LESS), 1/2-INCH AIR SPACE WITH ARGON FILL. DOOR SCHEDULE - MAIN FLOOR MARK DOOR LOCATION WIDTH HEIGHT AREA U- VALUE DOOR TYPE COMMENTS (E) LIVING ROOM 15'-0" 6'-8" 100.00 S.F. 0.30 GLASS EXTERIOR DOOR (N) GARAGE 18'-0" 6'-8" 120.00 S.F. 0.30 SOLID EXTERIOR DOOR (N) ENTRY T-0" 6-8" 20.00 S.F. 0.30 SOLID EXTERIOR DOOR ® (E) BEDROOM #1 BATH 2'-6" 6'-8" 16.67 S.F. - SOLID INTERIOR DOOR (N) ENTRY CLOSET 5'-0" 6'-8" 33.33 S.F. - SOLID INTERIOR DOOR © (N) POWDER ROOM 2'-6" 6'-8" 16.67 S.F. - SOLID INTERIOR DOOR (N) GARAGE T-0" 6'-8" 20.00 S.F. - SOLID S.C. RATED DOOR ® (N) PANTRY 2'-6" 6'-8" 16.67 S.F. - SOLID INTERIOR DOOR CU (E) BEDROOM #1 CLOSET 5-0" 6'-8" 33.33 S.F. - SOLID INTERIOR DOOR 10 (E) BEDROOM #1 ENTRY Z-6" 6'-8" 16.67 S.F. - SOLID INTERIOR DOOR 11 (N) HALLWAY CLOSET 5'-0" 6'-8" 33.33 S.F. - SOLID INTERIOR DOOR 12 (N) OFFICE 2'-6" 6-8" 16.67 S.F. - SOLID INTERIOR DOOR WINDOW AND DOOR SCHEDULE N.T.S 0 0 i w L 1 �� ii 2 4 5 Ll v aaaaaaaaaaaaaaaaaaaaa 51'-10" 6-4" 5'-2" 17'-4" 16-6" 7'-6" !�> -4 m. -0 ADDITION Q 3'-3" 5'-0" 4'-5" 15'-0" 17'-8" 12" 3'-7" co 4'-6" T-0" 3'-0" 5'-6" 6„ NE OF NEDECK (MIiTAL RAII ZING POST v�i/ CABL� RAILING) LINE OF EXISTING DEgK (METAL RAILING POST w/ CABLE RILING) CENTE LINE OPENING ABOVE 2'-11" A 2/A118 0 Bb ---- - - - - - ----- O D o A (N) 15°x68 (N) 50x4' SD/CM Lu I� o x _ p<LL>ll z r NOTE: N C° ( N ) IDINIIN6 w REMOVE FIRE PLACE N O FICE AND CHIMNEY HAR/OOD CARPET of 10 x12 106x 2F -1 �1�O�€ 146.42 S.F. LLw w N I I cv z I (E) LIVING ROOM 0 - L - CARPET zo 6 4 ®® SD/CM 20 X18 - C /C 416.90 S.F. ® A\ i i N KI CH'I N �w oQ C° Z �O I I IHARDWOO N �Q)� I I L_12'k120 _II - --- �` J� I I r148.918 S.F.I 12 J O II - QD NOTE: G �� O 'o EXISTING STAIR I ili ® w ih Q IR TO J� w I REMAIN AS IS Gp� mLL Z I I -- J Lu�� CD t a- (.0 Q ll ti Q Q v (E) HALF WALL m I �_ _- o E cli_ 0 l- cp tir E o ^xo, J� 36" RANGE w/ III L0 :SD/CM p I 300 C.F.M. FAN zl ZIDOWN TO P(N) PANTRYI -- I r =_ err =_ r i ------ N cy) Z a I BASEMENT �J�` HARDWOOD II O I I II II II II pU U� ------ (E)3x3:. F----- SD M° L------ --- F u \ II ------ -=UJINDER i a (E)30x68 U P TO �( j co I STAIR oZ 2ND FLOOR D �� II\J I N -" II r ORAGE < i Wil- Zvclu �� I / ` \ II \ II O z (N) PAIR 21x sD/C (N) OWDER NOTE- I -SD/CM LINE OF 2ND AT GARAGE PERIMETER & I U NOTE: RI00 _ FLOOR ABOVE CEILING INSTALL I \ x ALL ASHED LINES (1-HOUR WALL) INDICATES REMOVAL I 1 LAYER 5/8" TYPE X G.W.B.-� N OF I EMS, TYPICAL - I I I M N) GARAGE N I I j CONCRETE SLAB _ - 23°x216 zo E BE ROOM #1 / I I I M 498.17 S.F. iv HARDWOOD /� I I I I 0 x15 TX) 1 6.33S.F. �i� V 12'-0' (LING ?s�R I I I M REMOVE WALL IB N NtRYo I I I M TY ICAL III ( ) H G ioco III I W ,' RD_WOO EV READY STALL 5 2184 S.F. PER ECDC 17.115 I O 6 (E) 36x4° bocu 1" N 18°x6°)Cx ifl G N H N ENT Y PORCH HAF LEs WOOD 3/A119 o v 10 5 S.F. 'v o C° 8" 3'-6" 10'-0" V-8" V-2" 4'-6" 4'-0" 18'-0" 3'-0" `° rn io 6-4" 5'-2" 7'-10' Q 9'-6" 5'-6" 17'-4" 16-6" 7'-6" ADDITION 51'-10" NEW INSIDE PERIMETER FLOOR AREA = 1,372.00 S.F. 1 PROPOSED MAIN FLOOR PLAN 2 A115 1 /4"=V-0" A115 RESUB Nov 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 0 o 0 W °° Q o �N ~ Lu W O a LU 0- a V V ZZa Z Lu as Z NWZ 06 Lu Q CO L � � Ill W Q O CL ..j E Luu QzNHWLnCL o E 3 � 8 � � CO M La N Iq W O 8 m h N O. Z Z = � o Luw � W H Q W CL i W Q N � z ix W a z PROPOSED MAIN FLOOR PLAN A115 WINDOW SCHEDULE - SECOND FLOOR MARK WINDOW LOCATION WIDTH HEIGHT AREA U- VALUE WINDOW TYPE SCREEN COMMENTS OA (N) BEDROOM #2 5'-0" 4'-0" 20.00 S.F. 0.24 EGRESS YES - Og (N) BEDROOM #2 5'-0" 1'-6" 7.50 S.F. 0.24 PICTURE NO - O(N) CLERESTORY T-6" 2'-6" 8.75 S.F. 0.24 PICTURE NO - Op (N) CLERESTORY T-6" 2'-6" 8.75 S.F. 0.24 PICTURE NO - O(N) CLERESTORY T-6" 2'-6" 8.75 S.F. 0.24 PICTURE NO - O(N) CLERESTORY T-6" 2'-6" 8.75 S.F. 0.24 PICTURE NO - O(N) MASTER BEDROOM 6'-0" 4'-0" 20.0 S.F. 0.24 EGRESS YES - �j (N) MASTER BEDROOM 6'-0" 1'-6" 7.50 S.F. 0.24 PICTURE NO - O(N) MASTER BEDROOM 2'-0" 4'-0" 8.00 S.F. 0.24 PICTURE NO - O(N) MASTER BEDROOM T-0" 1'-6" 4.50 S.F. 0.24 PICTURE NO - O(N) MASTER BEDROOM T-0" 1'-6" 4.50 S.F. 0.24 PICTURE NO - O(N) MASTER BATH ROOM 2'-0" 1'-6" 3.00 S.F. 0.24 PICTURE NO - OP (N) BEDROOM #3 5'-0" T-0" 15.00 S.F. 0.24 EGRESS YES - O(N) BATHROOM T-0" 1'-6" 4.50 S.F. 0.24 PICTURE NO - O(N) BATHROOM T-0" 1'-6" 4.50 S.F. 0.24 PICTURE NO - OS (N) BEDROOM #2 T-0" T-0" 9.00 S.F. 0.24 PICTURE NO - O(N) BEDROOM #3 5'-0" 1'-6" 7.50 S.F. 0.24 PICTURE NO - R303.1.3 FENESTRATION PRODUCT RATING.U-FACTORS OF FENESTRATION PRODUCTS (WINDOWS, DOORS AND SKYLIGHTS) SHALL BE DETERMINED IN ACCORDANCE WITH NFRC 100. EXCEPTION:WHERE REQUIRED, GARAGE DOOR U-FACTORS SHALL BE DETERMINED IN ACCORDANCE WITH EITHER NFRC 100 OR ANSI/DASMA 105.U-FACTORS SHALL BE DETERMINED BY AN ACCREDITED, INDEPENDENT LABORATORY, AND LABELED AND CERTIFIED BY THE MANUFACTURER. PRODUCTS LACKING SUCH A LABELED U-FACTOR SHALL BE ASSIGNED A DEFAULT U-FACTOR FROM TABLE R303.1.3(1), R303.1.3(2) OR R303.1.3(4). THE SOLAR HEAT GAIN COEFFICIENT (SHGC) AND VISIBLE TRANSMITTANCE (VT) OF GLAZED FENESTRATION PRODUCTS (WINDOWS, GLAZED DOORS AND SKYLIGHTS) SHALL BE DETERMINED IN ACCORDANCE WITH NFRC 200 BY AN ACCREDITED, INDEPENDENT LABORATORY, AND LABELED AND CERTIFIED BY THE MANUFACTURER. PRODUCTS LACKING SUCH A LABELED SHGC OR VT SHALL BE ASSIGNED A DEFAULT SHGC OR VT FROM TABLE R303.1.3(3). EXCEPTIONS:1. UNITS WITHOUT NFRC RATINGS PRODUCED BY A SMALL BUSINESS MAY BE ASSIGNED DEFAULT U-FACTORS FROM TABLE R303.1.3(5) FOR VERTICAL FENESTRATION.2. OWNER -BUILT, NONOPERABLE WOOD FRAME WINDOW CONSISTING OF A DOUBLE PANE UNIT WITH LOW-E (E = 0.04 OR LESS), 1/2-INCH AIR SPACE WITH ARGON FILL. DOOR SCHEDULE - SECOND FLOOR MARK DOOR LOCATION WIDTH HEIGHT AREA U- VALUE DOOR TYPE COMMENTS (N) BEDROOM #2 2'-6" 6'-8" 16.67 S.F. - GLASS EXTERIOR DOOR (N) STORAGE 3'-0" 6'-8" 20.00 S.F. - SOLID EXTERIOR DOOR (N) MASTER SUITE 2'-6" 6'-8" 33.33 S.F. - SOLID INTERIOR DOOR (PAIR) ® (N) BATHROOM 2'-6" 6'-8" 16.67 S.F. - SOLID INTERIOR DOOR (N) MASTER CLOSET 2'-6" 6'-8" 16.67 S.F. - SOLID INTERIOR DOOR © (N) MASTER BATHROOM 2'-6" 6'-8" 16.67 S.F. - SOLID INTERIOR DOOR (N) BEDROOM #3 2'-6" 6'-8" 16.67 S.F. - SOLID INTERIOR DOOR ® (N) BEDROOM #3 CLOSET 2'-6" 6'-8" 16.67 S.F. - SOLID INTERIOR DOOR (E) BATHROOM 2'-6" 6'-8" 16.67 S.F. - SOLID INTERIOR DOOR 10 (N) LAUNDRY 2'-6" 6'-8" 16.67 S.F. - SOLID INTERIOR DOOR WINDOW AND DOOR SCHEDULE 1 PROPOSED SECOND FLOOR PLAN RESUB Nov 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT oe O 0 s 0 W00 a o �N ~ Lu W G a LU °' a V V ZZa ZW --ji 3: a a< Z NWZ Lu 06 aO L � � r-- W O Q CL E O W u 1 Ln 8 aLuzN E CL u CO 3 0 8 M LLi CO aN co ua o 8 m h N O. o J w a8 Lu L H a W CL i W a H � Z ix W CL Z REVISIONS: CADD FILE: DATE: 11-30-21 DRAWN BY: N.NADERI CHECKED BY: PROPOSED SECOND FLOOR PLAN N.T.S. A116 1/4"=1'-0" A116 Al 16 a 00 c a u 0 J a a s m a LO N co M N =m I I STAIR RIM BOARD 11" 1 1/4" zc RAILING PER OWNER (INTERIOR & EXTERIOR) TYP. FINISHED FLOOR R303.7 STAIRWAY ILLUMINATION ALL INTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF EACH LANDING OR THE STAIRWAY. FOR INTERIOR STAIRS THE ARTIFICIAL LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NO LESS THAN 1 FOOT-CANDLE MEASURED AT THE CENTER TREADS AND LANDINGS. NOTE: PER IRC 301.5 GUARDS AND HANDRAILS SHALL BE ABLE TO RESIST A SINGLE CONCENTRATED LOAD OF 200 LBS/SF APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. PER IRC 301.5 NOTE: GUARDS ON THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENING WHICH ALLOWS PASSAGE OF A SPHERE 4 3/8" IN DIAMETER. IRC R312.1.3 (1) THE TRIANGULAR OPENINGS AT THE OPEN SIDES OF A STAIR, FORMED BY THE RISER,TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6" IN DIAMETER. IRC R312.1.3 (2) GUARDS ON THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENING WHICH ALLOWS PASSAGE OF A SPHERE 4 3/8" IN DIAMETER. PROVIDE ILLUMINATION PER IRC R303.6 4'-0" ill, R311.7.1 WIDTH STAIRWAYS SHALL NOT BE LESS THAN 36" IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING THREADS AND LANDINGS, SHALL NOT BE LESS THAN 31.5 INCHES WHERE A HANDRAIL IS INSTALLED ONE SIDE AND 27 INCHES WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. R311.7.2 HEADROOM THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE LESS THAN 6 FEET 8 INCHES MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. EXCEPTION: WHERE THE NOSING OF TREADS AT THE SIDE OF A FLIGHT EXTEND UNDER THE EDGE OF A FLOOR OPENING THROUGH WHICH THE STAIR PASSES, THE FLOOR OPENING SHALL BE ALLOWED TO PROJECT HORIZONTALLY INTO THE REQUIRED HEADROOM A MAXIMUM OF 7.75 INCHES. R311.7.5 STAIR TREADS AND RISERS STAIR THREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF THIS SECTION ALL DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR RUNNERS. R311.7.5.1 RISERS THE MAXIMUM RISER HEIGHT SHALL BE 7.75 INCHES. THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. OPEN RISERS ARE PERMITTED PROVIDED THAT THE OPENINGS BETWEEN TREAD DOES NOT PERMIT THE PASSAGE OF A 4 INCH DIAMETER SPHERE. M R311.7.6 LANDINGS FOR STAIRWAYS THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. THE MINIMUM WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NO LESS THAN THE WIDTH OF THE FLIGHT SERVED. LANDINGS OF SHAPES OTHER THAN SQUARE OR RECTANGULAR SHALL BE PERMITTED PROVIDED THE DEPTH AT THE WALK LINE AND THE TOTAL AREA IS NOT LESS THAN THAT OF A QUARTER CIRCLES WITH A RADIUS EQUAL TO THE REQUIRED LANDING WIDTH. WHERE THE STAIRWAY HAS A STRAIGHT RUN, THE MINIMUM DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 INCHES. EXCEPTION: A FLOOR OR LANDING IS NOT REQUIRED AT THE TOP OF AN INTERIOR FLIGHT OF STAIRS, INCLUDING STAIRS IN AN ENCLOSED STORAGE, PROVIDED A DOOR DOES NOT SWING OVER THE STAIRS. R311.7.7 STAIRWAY WALKING SURFACE THE WALKING SURFACE OF TREADS AND LANDINGS OF STAIRWAYS SHALL BE SLOPED NO STEEPER THAN ONE UNIT VERTICAL IN 48 INCHES HORIZONTAL (2 PERCENT SLOPE). A EG OF F.5 CG CH 00 (1) 20 40 05 06 51'-10" 5'-4" 5'-2" 17'4" 16-6" T-6" V-6" 1'-0" V-6" 14'-4" V-6" V-6" Q V 2/A118 M V OJ OJ y TTER (14'-4" LINEAR FEET) __--- I �------ III 0 �____===_----_J II II it II IF II --- 5Q II II II II II IF p �I I II II I II II I ILL! II IIII II II IIII N ILL] IIII II II w 8:12 p 8:12 �' wI IIII IIII L 6:12 0 6:12 II II II I� EO �Q II II � - � II II II III °' F- II II II II II I II II CD II IIII N �I II ---------- II IF IIII IIL- �_ — — — — — — — — — — — — — — — — — — ------------------ — — — — — — — — — — — — — - ----= pll 00 cm III RIDGE N LO iv 2°x2° I T 11 _ � -11 �� II II II II II II II r--=_ F = E / / 2/A120 � ------—��L 1=_L_� qF__F_17T_F7! ' II II II II II `~' � 2°x2° i II II \\`/' '/ II II SKY / / ao II II II II II IIII LIGHT II II II �IIZ_II II II II II II III II II II II I� IIj IL`, II II III I - F N - - - - - — __- J bD II � III � w _ ______________________ II II I I SKY SKY � / 1 - - LL III o LL Q II II III ui IF 71 ILL] J II II 7.5625:12 117.5625: 1 2 II II / II J N II II II ' i I v II II III II1 II II II 5:12 1 5:12 II �? � II II II w II II II II II i� II G II II � w � � � IIII IIII II II II II IIII II IIII � D II L== __ _- I I II \� I II II � I I II cD o QO Q -- -- - --�� p0 p0 L________II L===J==L OJT \\ =J F c1q % -- -- -- Q - p O 1 M 1 I 3/A119 V-6" L___ V-6" V-6" 1'-6" Q )III, 13'-0" 9'-6" 16'-6" 1'-3" 6'-3" 5'-4" 46'-6" QN¢ 0 5.2 CO 2 g viM U U �J �1 7 �D] J RESUB Nov 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 0 o °° w Q FF—� a a uj wcoaU O U ZZa Z Lu J a omN Z HWZ Lu 06 Q cO L � � � W Q O CL J EE W u aLL' LOCL Q z N E u co O CID M J N a N N =v,Lua a m N N Q Z Z = J W w 06 w H a W CL 2 W a H � Z heLu 0 Z REVISIONS: CADD FILE: DATE: 11-30-21 DRAWN BY: N.NADERI CHECKED BY: PROPOSED ROOF PLAN GUARD RAIL & STAIR DETAILS N.T.S 1 I PROPOSED ROOF PLAN 2 A117 1 1/4"=1'-0" I A117 Al 17 00 c a u 0 a a s m a LO N co M N GENERAL NOTES 00 ALL WORK SHALL CONFORM TO CURRENT CODES INCLUDING BUT NOT LIMITED TO 6 5 4 2 0 N 2018 INTERNATIONAL BUILDING CODE 2018 INTERNATIONAL RESIDENTIAL CODE 2018 INTERNATIONAL MECHANICAL CODE NOTE: 51'-10" 2018 EDITION OF NFPA 55, LIQUEFIED PETROLEUM GAS CODE (N) WALL AREA = 577.16 S.F. 2018 INTERNATIONAL FUEL GAS CODE CODE 2015 INTERNATIONAL FIRE CODE 2018 UNIFORM PLUMBING CODE (N) GLAZING AREA = 268.67 S.F. (E) WALL AREA = 671.88 S.F. 7'-6" 16-6" 17'-4" 10'-6" 1'-0" _ o 2018 WASHINGTON STATE ENERGY CODE 11 (E) GLAZING AREA = 84.53 S.F. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, AND SITE CONDITIONS, AND SHALL [328.71] MAXIMUM HEIGHT [21' 3"]-..-..--..-..-. -..-..- .-..-..-..-..-..-........ -..-..-..-........ -..-........ ...... -.. -..-21DGE--..-..-..-..-..-..-..-..-..-.. ------------- -..-..-..-..-..-..-..-..-..-..-..-..- [32 .71] MAXIMUM HEIGHT .-..-..- .-..-- [21'-3"] O NOTIFY THE ARCHITECT IMMEDIATELY IN WRITING OF ANY DISCREPANCIES, ERRORS, OR OMISSIONS -- -- -- -- -- PRIOR TO PROCEEDING WITH THE WORK. RIDGE RIDGE 328.25 328.25 DO NOT SCALE THE DRAWINGS FOR CRITICAL DIMENSIONS. DIMENSIONS ARE SHOWN TO FACE OF NEW ROOF 12 � 8.44 STUDS UNLESS INDICATED OTHERWISE. 12 5 � Q THE PROJECT SHALL BE SCHEDULED AND INSTALLATION OF ELEMENTS COORDINATED AS NECESSARY TO 16x6° O 16x5° O PERMIT WORK BETWEEN DIFFERENT TRADES TO PROCEED WITHOUT UPSETTING PROPER CONSTRUCTION 16'-3" (7.50 S.F.) (7.50 S.F. 16'-3" SEQUENCES OR DELAYING THE PROJECT SCHEDULE. -- -- -- -- - -- -- -- -- - -- -- -- -- _ - -- PLUMBING, ELECTRICAL AND MECHANICAL CONTRACTORS SHALL VERIFY ALL REQUIREMENTS FOR THIS PLATE HEIGHT PLATE HEIGHT PROJECT AND COMPLY WITH ALL LOCAL GODES, SUBMIT PLANS FOR APPROVAL AND OBTAIN PERMIT BEFORE STARTING WORK. 323.25 O 6°x4° T T T T O 32325 J (24.00 S.F.) (20.00 S.F.) .00 S DO NOT VARY OR MODIFY THE WORK SHOWN WITHOUT WRITTEN AUTHORIZATION FORM THE ARCHITECT. r? EGRESS GARAGE 36x26 36x26 s.7saF.> a.75sF) 36x26 36x26 8.7saF.) e.7ssF) EGRESS NEW SIDING ui DETAILS WHICH OCCUR BOTH RIGHT- AND LEFT-HAND ARE SHOWN ONLY ONCE. TYPICAL DETAILS ARE ROOF NOT REFERENCED AT ALL LOCATIONS; THE INTENT IS THAT THEY CARRY THROUGHOUT THE PROJECT BEYOND UNLESS OTHERWISE NOTED. OL[9-0 ] Y NEW 2ND 12 1. 12 [9 0 ] NEW 2NDY ALL REQUIRED SHOP DRAWINGS AND SUBMITTALS SHALL BE REVIEWED BY THE ARCHITECT PRIOR TO FLOOR 3.42 r 12 12 FLOOR PROCEEDING WITH THE WORK. 316.00 __ _ _ 316.00 ALL SHOP DRAWING DIMENSION SHALL BE CHECKED AND VERIFIED IN THE FIELD BY THE CONTRACTOR [8'-0' l EXISTING i _ I [8'-0"l�} EXISTING7' GENERAL CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY HIMSELF OR OTHER TRADES. FOR ELECTRICAL PERMITS AND INSPECTIONS, CONTACT THE DEPARTMENT OF LABOR &INDUSTRIES 6'-10 1 /2" T. PLATE 315,00 HEADER HEIGHT 313.875 __ __ __ __ _ __ EXISTING B WINDOW O O - _ - __ __ __ __ _ I I � II I __ - A __ 6'-10 1 /2" --- HEADER HEIGHT 313.875 TOP PLATE 315.00 O OFFICE: 425 40-1400 ( ) `� 36x3° 3°x46 3°x46 O I NEW SIDING (12.22 S.F) (13.50 S.F.) (13.50 S.F.) 15 0 6 S. (100 S.F.) I - 5 x4 (22.50 S.F.) NEW SIDING ANY DEVIATION IN CONSTRUCTION FROM APPROVED PLANS REQUIRES PRIOR REVIEW AND APPROVAL FROM SIX DRAFTING, LLC � _ EGRESS I U EGRESS EXISTING WINDOW 4 GLASS DOOR GUARDS: ARE REQUIRED ON OPERABLE WINDOWS WHEN THE EXTERIOR SILL _..-.. ji _ = FINISHED o FLOOR Q HEIGHT EXCEEDS 72 INCHES ABOVE GRADE AND THE INTERIOR SILL HEIGHT IS LESS THAN 24 ••- - - -• - - -••- - - - - - I I -_ - -_ - �i INCHES ABOVE THE FINISHED FLOOR. p pEE ••_ _ _ _• •_ _ _••_ .. .. .. .. .. .. .. .. .. .. .. .. ......_ _ :: .. .. _ I I - - - 0'-0" ui 307.00 307.00 GLAZING IDENTIFICATION: LABELS ARE TO REMAIN ON ALL GLAZING UNTIL THE INSULATION INSPECTION. _ I SMOKE ALARMS ARE TO BE INSTALLED IN EACH SLEEPING ROOM, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. ON EACH ADDITIONAL STORY OF THE [303.71] �-..-..--..-..- -.. I ` EXISTING EXISTING -..-.._..-..-.._.. -.._.. �.. _DOOR..-..-.. - .-..-..wIND-OW EXISTING - -..-.. EXISTING .-. -..-..WINDOW- 3°x66 [303.71] O DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS ALARMS SHALL RECEIVE THEIR PRIMARY AVERAGE GRADE VARIES I ° ° 6 ° 2 x6 5 x3 UOOF�..-..-. ° 6 2 x6 6 ° 5 x3 EGREss AVERAGE POWER FROM THE BUILDING WIRING WITH BATTERY BACK-UP WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVER CURRENT PROTECTION GRADE HEIGHT I (17.78S.F.) (16.50S.F.) I '� (17.78S.F.) ' (16.50S.F.) a 11x66 (67s. GRADE HEIGHT SMOKE ALARMS SHALL BE INTERCONNECTED AND COMPLY WITH HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72 I �'• NOTE: ,. NEW VENEER O INFILL WINDOW CARBON MONOXIDE ALARMS APE REQUIRED ON EACH FLOOR AND OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH (-8E-0") __ 26900 I __ __ _ _ (-8'-0") __ FUEL -FIRED APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES I I I I I I 29900 NOTICE: UNDER FLOOR FRAMING INSPECTION IS REQUIRED PRIOR TO FLOOR SHEATHING 1------- 11------------ T T T --------- 11------------- T T INSTALLATION. - - - - - --------- EXTERIOR 4 INTERIOR SHEAR -WALL NAILING INSPECTION IS REQUIRED PRIOR TO COVER. ROOF -SHEATHING NAILING INSPECTION IS REQUIRED PRIOR TO COVER. EXISTING FOUNDATION NEW FOUNDATION RAIN DRAIN LEADERS AND FOOTING DRAINS SHALL BE TIGHT LINED TO AN APPROVED POINT OF DISPOSAL AND INSPECTED PRIOR TO COVER APPROVED ADDRESSES: SHALL BE PROVIDED FOR ALL NEW AND EXISTING BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. NUMBERS SHALL BE A MINIMUM OF 4 (FOUR) INCHES HIGH AND CONTRAST TO THE co SURFACE ON WHICH THEY ARE ATTACHED. LARGER NUMBERS MAY BE NECESSARY TO ASSURE VISIBILITY. A B C D E F G H M c/ THE CONTRACTOR SHALL VERIFY THE PROPERTY LINES AND SETBACKS FOR THE PLACEMENT OF THE STRUCTURE AUTHORIZED BY THE PERMIT. ALL PROPERTY LINES SHALL BE IDENTIFIED AND STRING LINES PROVIDED AT TIME OF INSPECTION. NOTE: (N) WALL AREA = 596.14 S.F. 52'-10" (N) GLAZING AREA = 33.00 S.F. (E) WALL AREA = 298.17 S.F. 7'-0" 12'-6" 3'-7" 3'-1" 4'-2" 20'-0" 2'-6" TRUSS ENGINEERING REQUIRED AT FRAMING INSPECTION. z o -' PROVIDE TWO SEISMIC BRACES/STRAPS AT WATER HEATER TO STRUCTURAL MEMBERS 4 AN 11 (E) GLAZING AREA = 49.34 S.F. APPROVED/LISTED THERMAL EXPANSION TANK. [328.71] MAXIMUM HEIGH [21'-3"] 1- - -. --..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-.. -..-..-.. -..-.. -RIDGE ..-. -..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-.. -..-. [328.71] - MAXIMUM HEIGHT _ -..- - -.. [21'-3"] O OL M1507.3 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM. RIDGE 328.25 - RIDGE 328.25 WHOLE HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS M1501.3.4 16'-3" 16'-3" G E N E RAL NOTES OL-- PLATE- -- -- -- -- - - -- -- PLATE ui -- HEIGHT HEIGHT 1. CONTRACTOR SHALL VISIT SITE, FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS, REVIEW AND UNDERSTAND THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. CONTRACTOR SHALL 32325 32325 [14'=0" S TOP OF VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS PRIOR TO COMMENCEMENT OF WORK AND NOTIFY THE ARCHITECT OF ANY DISCREPANCY. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL BE �L[11'-7"] r (9.00SF.) ENTRY ui ROOF @DECK TRUSS RESPONSIBLE FOR ALL CORRECTIONS AND REPAIRS REQUIRED DUE TO FAILURE TO DO SO. 318.70 321.00 2. SOLELY AS A CONVIENCE TO THE OWNER AND CONTRACTOR, THE ARCHITECT MAY INCLUDE DOCUMENTS PREPARED BY CERTAIN CONSULTANTS (OR INCORPORATE THE RECOMMONDATIONS OF -- �[9'-0"] 12 [9'-0"] SAID CONSULTANT INTO THE DOCUMENTS PREPARED BY THE ARCHITECT) WITHIN THE SET OF _''r NEW 2ND 12 NEW 2NDY DOCUMENTS. IT IS EXPRESSLY UNDERSTOOD THAT BY SUCH ISSUANCE THE ARCHITECT ASSUMES FLOOR - FLOOR U) NO LIABILITY FOR THE SERVICES OF SAID CONSULTANTS. 316.00 -- 31600 3. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE AS AMENDED, ALL ORDINANCES AND REGULATIONS OF THE CITY OR COUNTY WITH JURISDICTION. [8' 0"] - -- -- -- -- - - - - - - - [8'-0"] ui TOPE TOPE Y 4. UNLESS NOTED EXISTING, N.I.C. OR OTHERWISE ON THESE DRAWINGS, PROJECT MANUAL AND SPECIFICATIONS, ALL ITEMS, MATERIALS, ETC. AND INSTALLATIONS OF SAME AREA PART OF THE CONTRACT AS DEFINED BY THESE DRAWINGS AND SPECIFICATIONS. 6'-10 1/2" PLATE - -- 31500 HEADER -- -- I -- -- -- -- -- -- - - - - - -- 6'-10 1/2" --I HEADER PLATE 315.00 5. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS AND HEIGHT 313875 I O I Op EXISTING EXISTING HEIGHT 313.875 SAFETY. COMPLY WITH ALL SAFETY REGULATIONS AND RESTRICTIONS AS REQUIRED FOR WORKERS I 3°x4° 3°x4° WINDOW WINDOW AND PEDESTRIAN PROTECTECTION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. PROVIDE CONSTRUCTION AS WITHIN AND ADJACENT AS REQUIRED TO PREVENT DAMAGE TO I (1z.00 EGRESSSSS.F I z.00 EGRESSSSS.F 36 (18.67S S.F.) 367S (18.6S.F.) � EXISTING WTTHIN AND ADJACENT TO JOB SITE. WMERE DAMAGE DOES OCCUR, THE CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED AREAS REQUIRED AND/OR MATERIAL AS REQUIRED TO THE OWNER'S APPROVAL AT NO ADDITIONAL COST. THIS REQUEST SHALL APPLY CONTINOUSLY AND NOT oui BE LIMITED TO NORMAL WORKING HOURS. ih 6. IF THERE ARE EXCAVATI ONS OF 5'-0" OR MORE IN DEPTH INTO WHICH A PERSON MUST DECEND 0'-0" U) THE CONTRACTOR SHALL OBTAIN NECESSARY PERMIT FROM THE STATE DIVISION OF INDUTRIAL - -- - -- SAFETY. 7. ALL REVISIONS OR ADDITIONAL WORK REQUIRED BY FIELD CONDITIONS OR LOCAL GOVERNING 3ozoo / `Ti EXISTING STEM WALL I 3m.00 O AUTHORITIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, BEFORE PROCEEDING. /�•: j;: '/ 8. CONTRACTOR TO INFORM OWNER OF ALL FEES AND PERMITS, LICENSES, INSPECTIONS INDICATED /../ ' NOTE: 304 ON PLANS AND SPECIFICATIONS AND THE SOILS REPORT AND/OR REQUIRED BY ANY GOVERNMENT [303.71] /. • z..-..-. _. •/ /r. -..--- ..-..-.. EXISTING -..-..-..-..-..-.. INFILL WINDOW -..-..W1NDeW-..-..-..-..-..-..-. -..-.._..-..-..-..-..-..-..-.._..-..- I .<1j�0 [303.71] 9. CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL UTILITY LINES AND STUBS TO GRADE G HEIGHT 6 ° (1200S.F.) EXISTING I STEM WALL 302 ` I i AVERAGE GRADE HEIGHT: O THE BUILDING AS MAY BE INDICATED ON PLANS. CONTRACTOR SHALL BE REQUIRED TO BRING ALL I I I UTILITY LINES (WATER, SEWER, GREASE TRAP, GAS AND ELECTRICAL) INTO THE BUILDING FROM TERMINATION POINTS AS INDICATED ON THE PLANS READY FOR SERVICE. I EXISTING STEM WALL - 300 -- - - - - - - - - - - - - - - - - - - - 10. THE GENERAL CONTRACTOR SHALL PROVIDE ONE WEEK ADVANCE NOTICE TO OWNER, ARCHITECT AND �T STRUCTURAL ENGINEER PRIOR TO ANTICIPATED POURING OF CONCRETE FOOTINGS AND SLAB. PROVIDE CERTIFICATION OF OF FOOTING LOCATIONS CERTIFIED BY ENGINEER. I (-8'-0") - -- l egg (-8'-0") -- zss.ao 2sa.00 -- -- -- -- -- -- --� - - - - - - - - zss.00 -- 11. ALL EXTERIOR OPENINGS SHALL COMPLY WITH LOCAL JURISDICTION SECURITY ORDINANCES. I I I I I 12. ALL FLOORS AND EXTERIOR PEDESTRIAN WALKING SURFACES AND AREAS SHALL HAVE A NON -SLIP r L1 L1 _-----_____ _L T T 7 SURFACE IN COMPLIANCE WITH ALL HEALTH AND SAFETY CODES OF CITY, COUNTY, STATE AND L--�- FEDERAL AGENCIES NEW FOUNDATION EXISTING FOUNDATION TO REMAIN AS IS ENERAL NOTES 1 A118 N.T.S. RES U B Nov 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 0 o W °° w Q a a �jN ~ Lu G a VLU V ZZa Z W =� a omN in Z y LU Z Lu 06 aO L .j W Q O CL J EO W u aW Lo Q zN E Lu CO �Q°' O@J M J N GoN a N =vLua a m N N Q Z Z = C9 - J W w 06 w H a W C y W a � z a heLu a QO � Z REVISIONS: CADD FILE: DATE: 11-30-21 DRAWN BY: N.NADERI CHECKED BY: PROPOSED NORTH AND WEST ELEVATIONS Al 18 NOTE: Opal Im,..NEIswU TURNBUCKLE �,r�r/rrr,,/rr�r�r� .. • r/ire/i /� � - • — Ir■n■��rll■n� — _ �it��rl�! m■! lr��l��rll. HOOK a -Am ss ANCHOR BOLTS THROUGH HOLES IN RESUB THE TANK — Iri■■�� r�ri1■• irtirtirtirtirti� � � rl�l■1�� .ririril■�� ririrl I�r■�� © ; , © ; =. ` �r ��rtirtirti��irtirti�l��O 1 ��U rlrrl■'' �lrlriri■r]riririririftiriftiriftiriftiriftirilrl■1�� I AGAINST DDTO SECURE THETANK'S LATERAL MOVEMENT AND 7.7�1•�� CITY OF • • • . ��r1'r rimer•.r..rr..rr..rr..rr..r��.r.l..r.l.��.l..r.l..r.l..r.l..r� DEVELOPMENT UPLIFTBUOYANCY • ► • , ��:' ��1.■r■r■r■r■r■r■r■r■r■r■r■r■r■r■r■r■r■r■r■r■r■r■r■r■r■r■r■r■r■r■r■r� • - ,� ��r �� r■�r r■ ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r � _ � DEPARTMENT �� rr��l 1 ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■� ��11■r■r■r■r■r■r■r■r■r■r■r■r■r■r■r■r■r■r■r■r■r■r■r■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■ram : , / 1 . 1 1 . 1 1 1 . 1 1 . 1 1 . 1 1 1. . ••' ��rti�rti�rti�rti�r-■1-■1-■1-■1-■1-■1-■1-■1-■1-■1-■1-■1�■1�■1�■1�■1�■1�■1�■1�■1�■1�■1�■1�■1�■1�■1�■1�■1�■1�■1-■1-■1-■1-■1-■1-■1-■1-■1-■1- EXISTING ©� ■■.. �■ D D ■ . . • � � � �-------wwww--w� ��• �ww� _�-----------■�■- I�■•�_�_� --- Lu *40 CN � �_w_w_w_w_w_w_w_w_w_w_w_w_w_w_w_w_ �■ w_w_w_w_ Imo■ �_�_� ! _w_w_w _ I�I��I�1 1 1-------wwwwwwwww �■wwww Imo■ �� wwww 1 1 YYY��'-I \ wwwwwwwwwwwwwwww--w�wwww -w��■ .� www-� . wwwwwwwwwwwwwwww■■wwww I�-•�� ■wwww I I •• •• •• •• . • •• LU 06 • • • © O ® ® O © O O • O ` • NOTE: AREA 290.361 GLAZINGAREA = 12.00 WALL AREA = 411 • (E) GLAZING • 1 1 • 1 AREA IN • I■ririlrlririririririririririririririririririririririririri�lrlriririri■■��I�'�-� �Y��!■�� r■��►�f\111y1�ri�ri�l��ri�- �r1��ri�ri�ri�ri�ri�ri�ri�ri�ri�ri�ri�ri�ri�ri�ri��l�ri�ri� I■r■ril�rir■rir■rir■rir■rir■rir■rir■rir■rir■rir■r�'�.i'�NILi/I.�r■■ir■•�ii•�r■■irr� '� ��rir■rir■rir■rir■rir■rir■rir■rir■rir■rir■rir■rir■rir■rir■rir■1■�� r■��r11�Y.1�u��r��rrl��.�.rs�,�a�--ti��l��o7irrti��1�� ■��I��rtN.u�r��l��iy.u—rim ��■7!i»��:e,rDra��1■�� ■■��r■I��li��l��rl��rrrr�� ■i ��r��iu•�_ Y� w��1�� • I■r■rilrlrir■rir■rir■rir■rir■r�i�r■rir■rir■rir■rir■rir■rir■Irlrl7i� ■ir■■ir■■ir■■i��■ir■r1�i•*Jlr p1/i•��lr�� . ��■■��■I■rtirtirtirtirtirtirtirtirtirtirtirtirtirtirlrti� �irti�rti�rti�rti�rti��■rti�rti\�■■u�rti�rti�� I■ririlrlriririririririririri�ll rfririririririririririririririlrlri9 ' ` ��_��•��! : • I��■■��■I■rtirtirtirtirtirtirtirtirtirtirtirtirtirtirlrtirtir �� I��I��I��li rtirtirtirtirtirtirtirtirtirtirtirtirtirti�l�l�rti�!- • • YY •� s■�—n■�—■`■�.�r■�i�■�in�i�■�in�i�■�in�iril'n�i�■�in�i�■�in�i�■�in�i�■�in�i�■�in�i�■�'I ■ ——��:. 'I • . • • - � ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r �■� _rf��l��r. • • . ii ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r � _ ■��r■�� . � � r■ ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r— i��r—��1�� . � � � �� Irir■rir■rir■rir■rir■rir■rir■rir■rir■rir■rir■rir■rir■rir■rifti\ i.1■�.1■�■1■■1■■1■■1■��■1■■1■■1■��■1■■1■■1■■1■■1■■1■■1■■1■��■1■■1■■1■■1■��..■�� 1 : 1 ■r �1■ ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■1■ � : � _ � iri ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r ■r � ��r. ' . •- • • 1 • 1 •- • I ww I1�■ ■w----------------------------wwww■ ---------------------------------- I -� ---------------------------------- 1�■ ■---wwwwwwwwwwwwwwwwwwwwwwwwwwwww-■ I ---wwwwwwwwwwwwwwwwwwwwwwwwwwwww-- 1 1 1�■■wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww■ I , -� ---------------------------------- � ■-------------ww--ww----------www-■ �---w-------wwwwwwww-www-www-wwww- -II=11=11=11=11=11= :11=11=11=11=II=11=11 . 11=11=II=11 _ 1 II. - -II=11 • '11=11=CADD FILE: :11-11-11-11-II=11=11 � -11=11=11=11=II=11= Al � 11........... 1-11-11-11-II-11= 1 .-.._ .-..- ..-.._. ..-. ..-.._. ..-..a .-..- ..-.._ .c..DRAWN BY: N.NADERl 11=11:=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=II=11=11 - - - - - - :11=11=11=11=11=11==11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=II=11. CHECKED -11-11-11-11-11-11-11=11=11=11-11=11-11-11-11-11-11-11-11-11-11-11-11-11-11-11-II-11= 11=11=II=11=1 1. .11=11=11=11=11=11==11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=II=11= 1=11=11=II=11- -I1 Al..=11=11=11=11==11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=II=11=1 PROPOSED • 00 a u a L m Q. Ln N M N MA XIMUM AXIMUM HEIGHT 8.45]. —IGH—— .. —..— I O 1 2 2.8 3 4 5 6 CD[21'-3 N_ RIDGE 328.30 5.2 Q 51'-10" V-0" 64" 5'-2" 9'-10" T-6" 16'-6" 1'_3" 6'-3" 6 ROOF CONSTRUCTION AIR PASSAGE z o ASPHALT SHINGLES 30# BUILDERS FELT CORRUGATED 7J PLASTIC RIDGE 9'-2" STAIR OPENING 2N FLOO @ NOTE: CONTINUOUS RIDGE VENT AT HIGH ROOF AND CONTINUOUS -- -- O i VENT 1/2" PLYWOOD OR 7/16" OSB O �o RIDGE HIP VENT AT LOW ROOF 2x RAFTERS OR TRUSSES @ 24"oc SEE PLANS 2xCEILINGJOISTS@24"ocSEEPLANS-- [21'-3"] [328.45] MAXIMUM HEIGHT �--..—..—._—.HIGH —..—..—..—..—..—.. —..—..—..—..—..—..—..—..—..—..—..—..—..—..—.HIGH —..—..—..—..—..—..—.HIGH— .—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—.HIGH [328.45] MAXIMUM HEIGHT [21'-3"] RIDGE RIDGE 1/2" GYPSUM WALL BOARD SPRAYED ON TEXTURE 328.30 i i 328.30 PRIMER PAINT GUTTER BY 2'x2 2'X2� INTERIOR FINISH PAINT OWNERS 16'-3" -- -- -- -- -- - -- -- - -- I -- - -- -- -- -- - I -- -- - 16'-3" - -- ROOF FRAMING PLATE 1 PLATE HEIGHT W 0 HEIGHT 2x BLOCKING 16'-3" 323.30 U w Lu Q ,. 1 W I- O 1 323.30 (D GUTTER -- - -- --� PLATE _ LAUNDRY Of > o z w MASTER BATHR OM Q HEIGHT ~ RAILING BEYOND j 0 o o 323.30 Q ______________________________ _____-= Q w �_______ LL O C� w �= z U e = T �i N 0 [g _p ] Y 2ND FLOOR ;-24 I FLOOR JOIST PER PLAN - -- -- [g'-p"] -- - -- TOP OF 22;,r-- TOP OF PLATE 0 r 0 PLATE SOFFIT BOARD 315.00 o WALLS BEYOND Q 20� - Q o � 315.00 ih STAIR LANDING -- -- -- -- I j ,aI�ANDiNc� M - zo °O Z (N) PANTRY (N) KITCHE @ = 0 16 15 w � o BEYOND BEYOND � 1/A120 Z = -- co WALL CONSTRUCTION 14 N N � Z 13 Z I , SIDING,BRICK,STONE AND/OR STUCCO LIKE i0'-0" 11" MAX. 12 MATERIAL AS PER EXTERIOR ELEVATIONS �307.00 -- -- - -- - -- -- -- - 7# BUILDERS PAPER, 15# BEHIND 307.00 BRICK/STONE VENEER (E) JOISTS BEYOND 10 (E) FRAMING (E) FRAMING 1/2" PLYWOOD 2x6 WALL STUDS 16"oc AT EXTERIOR AND R N FLOOR CONSTRUCTION TU CI ON s @ J 6 BEARING WALLS 2x4 WALL STUDS @ 16"oc AT NONBEARING FINISHED FLOOR PER SPECIFICATIONS. J 3:O z J 3 ' J 3:' WALLS 3/4" T.&G. PLYWOOD SUB -FLOOR GLUED & w 6 - O — w ' w ' 1/2" GYPSUM WALL BOARD NAILED � � w 5 ° � o = (E) LAUNDRY w (E) UN -CONDITIONED w INSULATION (R-21) 2x FLOOR TRUSSES OR TJI @ 16"oc. SEE PLANS � 4 aU w � U STORAG U SPRAYED ON TEXTURE BEAMS, POSTS, PIERS PER FOUNDATION PLANS z O 3 x z O z O PRIMER PAINT INTERIOR FINISH PAINT 6 MIL. VISQUEEN MOISTURE BARRIER IN CRAWL SPACE (-8 -p) 2 1 N w (E) SLAB U ' w U w ' (_g _p l INSULATION (R-30) 299.00 -- --- - �--- - -- -- -- _ -- - -- 299.00 ------------ ------------------- ---------- [8 -0 ] 10'-6 1/2" TOP OF PLATE STAIR OPENING @ MAIN FLOOR 315.00 EXISTING FOUNDATION TO REMAIN AS IS O N a WALL CONSTRUCTION H G F.9 F.1 F E D C B A @ EXISTING 52'-10" z _ 0 (E) SIDING,BRICK,STONE AND/OR STUCCO LIKE (E) MATERIAL AS PER EXTERIOR ELEVATIONS 2'-6" 20'-0" 4'-2" 3'-1" 3'-7" 12'-6" T-0" _ (E) BUILDERS PAPER, 15# BEHIND O (E) BRICK/STONE VENEER (E) 1/2" PLYWOOD (E)2x6WALLSTUDS@16"ocATEXTERIORAND [21'3"]..—..—..—..—..—.. [328.711 MAXIMUM HEIGHT —..—..—..—..—..—..—..—..—..—..—..—..—..-RIDGE-BEYOND..—..—..—..—.HIGH -- -- -- -- -- -- -- - - -- -- —..—..—..—..—..—..—..—..—..—..—. -- —..—..—.�..—..—..—..—..—..—..—.HIGH --GE —..—..—..—..—.HIGH— [128.711 MAXIMUM HEIGHT .—..—..—..—..—.. [21'-3"] BEARING WALLS RIDGE RIDGE (E) 2x4 WALL STUDS @ 16"oc AT NONBEARING 32825 328.25 WALLS WALLS AND g WALLS AND (E) 1/2" GYPSUM WALL BOARD (E) INSULATION (R-21) ROOF P R STRv TURAL FRAMING PER BEYOND FRAM STRUC7URALS ui CD 16-3" -- -- -- - -- -- -- -- -- -- - -- -- -- -- -- -- -- -- - -- -- 16'-3" -- P LATE PLATE HEIGHT ° HEIGHT 323.25 ` �2 O 323.25 (D o J WJ z Q CD J � D Oj x 2 N J RAILING C.0Q N 24 Z -'W---TOPOF - -- -- -- -- -- - -- - -- -- -- -- -- -- -- -- - -- -- -- II 22 TOPO PLATE 315.00 UO 21 0 PLATE 315.00 O 20 O �' 19 ( FLOOR CONSTRUCTION I '$ W (E) FINISHED FLOOR co D 0 (N) ENTRY 16 0 � (E) LIVING ROOM D D (E) 3/4" T.&G. PLYWOOD SUB -FLOOR GLUED & c O c ) 15 c ) c NAILED x x 14 x x (E) 2x FLOOR SEE PLANS N N 13 N N (E) BEAMS & POSTS PER FOUNDATION PLANS w ? 12 ? w (E) 6 MIL. VISQUEEN MOISTURE BARRIER IN INSULATION p _p �307.00 (N) ENTRY SLAB 00" - - - - - (E) (R-38) 11 307.00 (E) CRAWL SPACE OR SLAB ON GRADE 0 (980 0 Q (E) 2x10 @ 16"oc (E) 2x10 @ 16"oc — (E) 2x10 @ 16"oc (E) 2x10 @ 16"oc W Q� !` �� J Q J s 6 — J Q J Q w (E) CRAWL SPACE a — o a a w 6 w z Of ui Z 4--- @ (E) BASEMENT U zo a Z a 3 z N W U N a DETAIL 1 3/4 =1 -0 A120 RESUB Nov 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 0 .0 0 0 W °° a o �NEd ~ Lu Woo a >_ VLUa V ZZa Z Lu Z NWZ Lu 06 a O r-- W a CL ..j E Lu UII__ I N Ln .5 aLuZE CL u CO ° Qaag 3� 8 � � M a�s � N .0P'- W C 8 m h N O. Z Z = � o J w cha Lu `I. r a W i W a '� () a Z W a Z REVISIONS: CADD FILE: DATE: 11-30-21 DRAWN BY: N.NADERI CHECKED BY: BUILDING SECTIONS Al 20 co c a U 0 a `a t m a Ln N co M N GENERAL NOTES THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION. 1. DESCRIPTION Building Name & Site Location 7011 LAKE BALLINGER WAY, EDMONDS, WA. 98026 2. DESIGN CODE AND STANDARDS 2018 IBC Other documents referenced by these notes shall be the specific edition referenced by the building code specified above, or if not specified, shall be the latest edition. Code supplement & Date - ASCE 7-16 3. DESIGN LOADS Floor Live Load 40psf & 60psf Decks a. Snow Load Basic ground snow load - Pg = 25 psf Basic roof snow load - Pf = 25 psf Thermal factor - Ct = 1.0 Importance factor - Is = 1.0, Snow exposure factor - Ce = 1.0 b. Seismic SS = 1.275, S, = 0.447, le = 1.0, Site Class "D" and SIDS = 1.00, SDI = 0.45 Seismic Design Category = "D" Risk Category II Basic Seismic Force Resisting System = Light framed wood panels Design Base Shear V = 0.286*W Cs = 0.154, R = 6.5 ordinary moment frame Equivalent Lateral Force Procedure used. C. Wind Load Basic wind speed (3 sec. gust) VULT=110 mph, VASD=85 mph Risk Category II Exposure D Kzt=1.0 Kd=0.85 (IBC load cases per section 1605.2 & 1605.3.1 only) Internal pressure coefficient GCpi - + 0.18 Components & cladding = 23.0 psf (12.5psf ASD) d. Truss uplift-20.Opsf (-12.Opsf ASD) e. Dead Loads Weight of structure. f. Load Combinations All Code required load combinations are to be used in the building design. OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENGINEER OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. FOUNDATION THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 2000 PSF 3" DIA/ 6T PIN PILES IN ACCORDANCE WITH SOILS REPORT 118021320 DATED 02-01-2021 BY NELSON GEOTECHNICAL ASSOC. INC. PREPARE THE SITE PER SOILS ENGINEER'S RECOMMENDATIONS. BEAR ALL FOOTINGS AND SLABS ON PROPERLY PREPARED NATIVE SOILS OR ON COMPACTED STRUCTURAL FILL, SEE SOILS REPORT. COMPACT ALL STRUCTURAL FILL AND BACKFILL PER SOILS ENGINEER'S RECOMMENDATIONS. DETERMINE MAXIMUM DENSITY BY ASTM D 1557. EXTEND BOTTOM OF ALL EXTERIOR FOOTINGS 18" MIN. BELOW FINAL FINISHED GRADE. ACTIVE EARTH PRESSURE 35pcf. PASSIVE 350pcf. FOOTING STEP LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR TO VERIFY AND COORDINATE FOOTING STEPS WITH CIVIL ENGINEER TO FINISH GRADE PLANS. ADD FOOTING STEPS AS REQUIRED. SEE ARCH. AND SOILS REPORT FOR SLAB ON GRADE UNDERLAYMENT. PROVIDE 28-DAY STRENGTH F'c=3000PS1 FOR ALL CONCRETE. SEE ACI 318 TABLE 4.3.1 FOR MINIMUM REQUIREMENTS. FOR SPECIAL CONDITIONS ANOTHER CEMENT TYPE MAY BE REQUIRED. SUBMIT MIXES FOR APPROVAL. ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE ACI CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP (UNLESS SUPERPLASTICIZERS AND/OR WATER REDUCING AGENTS ARE USED) WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. PROVIDE 3/4" CHAMFER AT ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL FLAT CONCRETE EXPOSED TO WEATHER. LIMIT WATER TO CEMENT RATIO PER SCHEDULE. ADD NO WATER TO CONCRETE AT SITE. IF INCREASED WORKABILITY IS REQUIRED, CONTRACTOR IS TO SUBMIT A MIX DESIGN THAT WILL ALLOW THE ADDITION OF A FIXED AMOUNT WATER REDUCING AGENT OR A FIXED AMOUNT OF SUPER -PLASTICIZER AT THE CONCRETE PLANT. ACI 306R IS TO BE FOLLOWED FOR COLD WEATHER CONCRETING. ACI 305R IS TO BE FOLLOWED FOR HOT WEATHER CONCRETING. THE TESTING LAB MUST APPROVE THE CONTRACTORS METHOD OF COMPLIANCE AND CERTIFY THEIR APPROVAL WITH EACH CONCRETE TEST CYLINDER THEY CAST. TESTING LAB TO NOTIFY THE ARCHITECT AND ENGINEER IMMEDIATELY OF ANY NONCOMPLIANCE. REINFORCING STEEL USE DEFORMED CONCRETE REINFORCING STEEL CONFORMING WITH ASTM A 615, GRADE 60 (fy=60,000 PSI). LAP CONTINUOUS REINFORCING BARS PER SCHEDULE, 2'-0" MIN. UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS (2'-0" MIN. BEND) FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A 185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS EXCEPT STIRRUPS AND TIES SHALL HAVE 135 DEGREE ACI SEISMIC HOOKS. COVER TO REINFORCEMENT: NONPRESTRESSED CAST -IN -PLACE CONCRETE (INCHES) CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH............................................3 FORMED SURFACES EXPOSED TO EARTH OR WEATHER...............#6 AND LARGER ....................................... 2 #5 AND SMALLER................................1-1/2 NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS, WALLS, JOISTS...................................14 AND LARGER ........................................... 1-1/2 #11 AND SMALLER.....................................3/4 BEAMS, COLUMNS PRIMARY REINFORCEMENT, TIES, STIRRUPS,SPIRALS....................................................1-1/2 CONCRETE AND MASONRY ANCHORS (BOLTS, THREADED RODS AND REBAR DOWELS) DRILLED IN EXPANSION ANCHORS: CONCRETE HILTI KWIK BOLT TZ PER ESR-1917 ADHESIVE ANCHORS: CONCRETE HILTI HIT-RE500 -SD PER ESR-2322 AND HILTI HIT-HY 200-R PER ESR-3187 CAST IN PLACE ANCHORS: CONCRETE EMBED PER IBC TABLE 1908.2 SCREW ANCHORS: CONCRETE HILTI KWIK HUS-EZ (KH-EZ) AND HUS-EZ I (KH-EZ 1) PER ESR-3027 ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT TIME OF INSTALLATION PER ACI 318 - 11 SECTION D.2.2. INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR UPWARDLY INCLINED TO SUPPORT TENSION LOADS SHALL BE PERFORMED BY CERTIFIED PERSONNEL IN CONFORMANCE TO ACI 318 - 11 SECTION D.9.2.2. FOLLOW INSTALLATION PROCEDURES OF ESR REPORT AND MANUFACTURER'S INSTRUCTIONS. PROVIDE SPECIAL INSPECTION AS NOTED AND/OR REQUIRED BY ESR REPORT. SUBSTITUTIONS ARE NOT ALLOWED UNLESS WRITTEN APPROVAL BY ENGINEER IS RECEIVED. SUBSTITUTIONS MUST BE SUBMITTED TO ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. PROVIDE STAINLESS STEEL OR GALVANIZED ANCHORS FOR EXTERIOR APPLICATIONS AS REQUIRED. ANCHORS RATED FOR DRY INTERIOR CONDITIONS MAY NOT BE USED FOR EXTERIOR APPLICATIONS PER ESR REPORT. STRUCTURAL STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISC 360-10), AND THE "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" AUGUST 25, 2010. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: WIDE FLANGE SHAPES ASTM A 992 (Fy=50,000 PSI) OTHER SHAPES & PLATES ASTM A 36 (Fy=36,000 PSI) TUBE SHAPES ASTM A 500, GRADE B (Fy=46,000 PSI) ANCHOR BOLTS ASTM F 1554, GRADE 36 (Fy=36,000 PSI) HIGH STRENGTH BOLTS ASTM A 325 BASE PLATE GROUT ASTM C 1107 BOLTS: WELDS ALL STRUCTURAL STEEL BOLTED CONNECTIONS ARE ASTM A 325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON -SLIP CRITICAL AND BOLTS NEED TO BE TIGHTENED "SNUG TIGHT" ONLY, UNLESS OTHERWISE NOTED. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A 325 BOLTS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A 325 OR A 490 BOLTS". (12/31/09) ALL WELDING TO CONFORM WITH AWS D1.1 "STRUCTURAL WELDING CODE - STEEL". WELDS NOT SPECIFIED SHALL BE CONTINUOUS FILLET MINIMUM. ALL WELDS BY WABO CERTIFIED WELDERS. USE LOW HYDROGEN FILLER METAL WITH A MINIMUM TENSILE STRENGTH OF 70 KSI. ALL WELDED JOINTS SHALL BE AWS PREQUALIFIED. WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT AS REQUIRED BY MANUFACTURER. COORDINATE WORK WITH JOIST MANUFACTURER. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. ALL STEEL ERECTION, INCLUDING OPEN WEB JOISTS AND MEDAL DECK SHALL BE IN ACCORDANCE WITH THE CURRENT OSHA STEEL ERECTION STANDARD. DO NOT PLACE ANY CONSTRUCTION LOADS ON MEMBERS UNTIL THEIR CONNECTIONS ARE COMPLETE. ALL STEEL NEEDS TO BE COATED FOR APPROPRIATE EXPOSURE. COORDINATE WITH ARCHITECT AND ENGINEER. MEMBERS DESIGNATED "POSTS" ARE NOT DESIGNED TO CARRY THE OSHA 300 POUND ECCENTRIC LOAD. FRAMING LUMBER GRADES & STRESSES SHALL CONFORM WITH LATEST EDITION OF "WESTERN LUMBER GRADING RULES", WWPA OR "STANDARD NO. 17 GRADING RULES FOR WEST COAST LUMBER", WCLIB. ALL LUMBER S4S AND S-DRY UNLESS NOTED OTHERWISE. UNLESS NOTED OTHERWISE, USE THE FOLLOWING: SPECIES GRADE BASE VALUE Fb VISUALLY GRADED DIMENSION LUMBER (2" TO 4" THICK BY 2" & WIDER) STUDS - TYPICAL DOUG FIR #2 900 PSI STUDS - WHERE NOTED DOUG FIR #2 900 PSI JOISTS & RAFTERS - TYPICAL DOUG FIR #2 900 PSI JOISTS & RAFTERS - WHERE NOTED DOUG FIR #1 1000 PSI PLATES & LEDGERS DOUG FIR #2 900 PSI BEAMS & HEADERS - TYPICAL DOUG FIR #2 900 PSI VISUALLY GRADED TIMBERS (5"X5" & LARGER) BEAMS & STRINGERS (WIDTH MORE THAN 2" OF THICKNESS DOUG FIR #1 1350 PSI POSTS & TIMBERS (WIDTH 2" OR LESS OF THICKNESS) DOUG FIR #1 1200 PSI EACH PIECE SHALL BEAR A VALID GRADE STAMP THAT IS NOT TO BE REMOVED. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL BASE VALUE STRESSES TO BE ADJUSTED WITH APPROPRIATE SIZE FACTORS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. USE STANDARD LENGTH COMMON NAILS CONFORMING WITH FEDERAL SPECIFICATION FF-N-105B FOR ALL NAILING EXCEPT WHERE SHORTER NAILS PROVIDE THE REQUIRED PENETRATION IN DIAPHRAGMS. 1 11 GRADES & STRESSES SHALL CONFORM WITH LATEST EDITION OF "WESTERN LUMBER GRADING RULES", WWPA OR "STANDARD NO. 17 GRADING RULES FOR WEST COAST LUMBER", WCLIB. ALL LUMBER S4S AND S-DRY UNLESS NOTED OTHERWISE. UNLESS NOTED OTHERWISE, USE THE FOLLOWING: 4XPLATES, BLOCKING & LEDGERS D.F. #2 LUMBER NOT NOTED TO BE D.F. #2 EACH PIECE SHALL BEAR A VALID GRADE STAMP THAT IS NOT TO BE REMOVED. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. ALL NAILS TO BE COMMON NAILS, UNLESS INDICATED OTHERWISE. NO SUBSTITUTION OF OTHER SPECIES FOR DOUGLAS FIR ALLOWED. ALL FASTENERS, CONNECTORS, AND ANCHORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL, ZMAX (G185 HDG PER ASTM A653), HOT -DIP GALVANIZED (HDG) PER ASTM A123 FOR CONNECTORS AND ASTM A153 FOR FASTENERS, OR MECHANICALLY GALVANIZED FASTENERS PER ASTM B695, CLASS 55 OR GREATER. PROVIDE MIN. NAILING PER IBC TABLE 2304.9.1 UNLESS NOTED OTHERWISE. ALL HANGERS, TIES AND CONNECTORS ARE SIMPSON. OTHER MANUFACTURERS WITH ICC-ES APPROVED LOAD CAPACITIES EQUAL TO OR GREATER THAN THAT SPECIFIED MAY BE USED. NAIL ALL HOLES WITH NAILS AS SPECIFIED BY MANUFACTURER. CUT NO HOLES IN ANY STRUCTURAL FRAMING WITHOUT ENGINEERS APPROVAL, EXCEPT THAT 1-INCH DIAMETER HOLES MAY BE DRILLED IN 2X STUDS AND PLATES --NO MORE THAN ONE HOLE EVERY 6-INCHES. ALL FASTENERS, CONNECTORS AND ANCHORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL, ZMAX (G185 HDG PER ASTM A653), HOT -DIP GALVANIZED (HDG) PER ASTM A123 FOR CONNECTORS AND ASTM A153 FOR FASTENERS, OR MECHANICALLY GALVANIZED FASTENERS PER ASTM B695, CLASS 55 OR GREATER. GLU-LAMINATED WOOD MEMBERS GLU-LAMINATED WOOD BEAMS, COAST REGION DOUGLAS FIR CONFORMING WITH ANSI/AITC A190.1-07 AND AITC 117-10 OF APA-EWS Y117. USE COMBINATION EWS 24F-V4 (DF/DF) Fb=2400, Fvx = 190 PSI FOR SIMPLE SPAN BEAMS AND COMBINATION EWS 24F-V8 (DF/DF) Fb=2400, Fvx = 190 PSI FOR CANTILEVERED BEAMS. BOTTOM LAM TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER. MATERIAL MUST BE OBTAINED FROM AN APPROVED FABRICATOR. ALL GLU-LAM BEAMS SHALL FIT SNUG AND TIGHT IN THEIR CONNECTIONS AND DEVELOP FULL BEARING AS INDICATED. PROVIDE AITC OR APA-EWS STAMP ON EACH MEMBER AND SUBMIT AITC OR APA-EWS CERTIFICATE. ADHESIVE TO BE "WET USE". INDUSTRIAL APPEARANCE GRADE. PARALLAM PSL WOOD MEMBERS MANUFACTURED BY WEYERHAUSER IN ACCORDANCE WITH VAR-1008 & ESR 1387. MATERIALS TO COMPLY WITH ICC ES REPORT NO. ESR-1387. PARALLAM PSL TO BE MANUFACTURED FREE OF FINGER JOINTS, SCARFS, OR MECHANICAL CONNECTIONS. ADHESIVES TO BE WATERPROOF TYPE CONFORMING TO ASTM D-2559. PARALLAM PSL TO BE MANUFACTURED IN AN APPROVED PLANT. Fb=2,900, Fvx=290 PSI. EACH MEMBER TO BE IDENTIFIED BY A STAMP INDICATING THE PRODUCT TYPE & GRADE, NER REPORT NUMBER, MANUFACTURERS NAME, PLANT NUMBER, AND INDEPENDENT INSPECTION AGENCY'S LOGO. ALL MEMBERS TO FIT SNUG AND TIGHT IN THEIR CONNECTIONS AND DEVELOP FULL BEARING AS INDICATED. INDUSTRIAL APPEARANCE GRADE. METAL -PLATE -CONNECTED WOOD TRUSSES DESIGN FOR GRAVITY AND WIND UPLIFT LOADS SHOWN IN GENERAL NOTE OR AS NOTED. DESIGN BOTTOM CHORD FOR A MINIMUM OF 5 PSF DEAD LOAD. ACCOUNT FOR HORIZONTAL WIND OR SEISMIC REACTIONS FROM WALLS TO TRUSS CHORDS INDICATED ON DRAWINGS. VERIFY SIZE AND LOCATION OF ALL LOADS DUE TO MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLERS. SEE PLANS FOR SPECIAL ADDED LOADS SUCH AS CATWALKS, FOLDING DOORS, ETC. SECTIONS AND DETAILS ON PLANS INDICATED ONLY THE OUTLINE OF THE TRUSSES. MANUFACTURER SHALL SELECT THE CONFIGURATION OF WEB AND CHORD MEMBERS TO PROPERLY CARRY THE REQUIRED LOADS. DESIGN & FABRICATION: 1.) ALL DESIGN AND FABRICATION IN ACCORDANCE WITH THE CODE, THE NATIONAL DESIGN STANDARD FOR WOOD CONSTRUCTION (NDS-2012) AND THE NATIONAL DESIGN STANDARD FOR METAL -PLATE -CONNECTED WOOD TRUSS CONSTRUCTION (TPI-1). 2.) ALL LUMBER TO BE KILN DRIED (MAX. 19% MC). ALL MEMBERS D.F. TRUSS FABRICATOR SHALL: 1.) HAVE AT LEAST FIVE YEARS EXPERIENCE IN COMMERCIAL TRUSS FABRICATION. 2.) PROVIDE, UPON REQUEST, INDEPENDENTLY CERTIFIED, FULL SCALE LOAD TEST RESULTS RUN BY AN INDEPENDENT TEST LAB ON SIMILAR TRUSSES. PLATE MANUFACTURER SHALL: 1.) BE A MEMBER OF THE TRUSS PLATE INSTITUTE (TPI). SHOP DRAWINGS: 1.) ALL PLANS AND CALCULATIONS MUST BE STAMPED BY ONE QUALIFIED ENGINEER, LICENSED IN THE STATE IN WHICH THE PROJECT IS TO BE BUILT. 2.) IN ADDITION TO THE ITEMS LISTED IN SECTION 2303.4.1, THE SHOP DRAWINGS SHALL INCLUDE TRUSS CALCULATIONS, LAYOUT AND PLACEMENT PLANS, ALL REQUIRED BRIDGING, BLOCKING AND BRACING. 3.) SHOP DRAWINGS ARE TO BE PREPARED UNDER THE DIRECT SUPERVISION OF THE TRUSS ENGINEER. INSPECTIONS: 1.) PER SECTION 2303.4 OF CODE. 2.) THE TRUSS ENGINEER OR HIS AGENT IS TO VISIT THE SITE TO VERIFY THAT TRUSSES HAVE BEEN FABRICATED AND INSTALLED IN ACCORDANCE WITH THE TRUSS ENGINEER'S DESIGN. THE TRUSS ENGINEER OR HIS AGENT SHALL ALSO VERIFY THAT MECHANICAL, ELECTRICAL, PLUMBING & SPRINKLERS HAVE BEEN PLACED IN ACCORDANCE WITH HIS DESIGN PARAMETERS. THE TRUSS ENGINEER SHALL THEN SUBMIT A LETTER TO THE ARCHITECT AND ENGINEER CERTIFYING THAT THIS INSPECTION HAS OCCURRED AND THAT ALL OF THE ABOVE REQUIREMENTS WERE MET. MARKING: EACH TRUSS SHALL BE LEGIBLY BRANDED, MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE FOLLOWING INFORMATION LOCATED WITHIN 2 FEET (610 mm) OF THE CENTER OF THE SPAN ON THE FACE OF THE BOTTOM CHORD. 1.) IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS. 2.) THE DESIGN LOAD. 3.) THE SPACING OF TRUSSES. WOOD STRUCTURAL PANELS CONFORM WITH U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARDS, PS1-09, STRUCTURAL PLYWOOD OR PS 2-10, PERFORMANCE STANDARD FOR WOOD BASED STRUCTURAL USE PANELS. ALL PANELS RATED EXPOSURE 1. SEE PLANS FOR NAILING SPACING. ROOF SHEATHING: 19/32", CDX 32/16. NAIL WITH 10d (.148" DIAMETER X 3") COMMON NAILS WITH 1-5/8" MINIMUM PENETRATION. PROVIDE PLYWOOD SHEATHING CLIPS ON UNSUPPORTED EDGES MIDWAY BETWEEN FRAMING MEMBERS. SPACE NAILS AT 6" ON CENTER AT ALL EDGES AND 12" ON CENTER FIELD NAILING (BLOCK UNSUPPORTED EDGES WITH 2X FLAT) UNLESS NOTED OTHERWISE ON PLANS OR DIAPHRAGM SCHEDULE. WALL SHEATHING: 15/32", CDX 24/0. NAIL WITH 10d (.148" DIAMETER X 3") COMMON NAILS WITH 1-5/8" MINIMUM PENETRATION. SPACE NAILS AT 6" ON CENTER AT ALL EDGES AND 12" ON CENTER FIELD NAILING (BLOCK UNSUPPORTED EDGES WITH 2X FLAT) UNLESS NOTED OTHERWISE ON PLANS OR DIAPHRAGM SCHEDULE. FLOOR SHEATHING: 1 1/8" STURD-I FLOOR, T & G, 48/24. GLU-NAIL WITH 1Od (.148" DIAMETER X 3") RINGSHANK NAILS WITH 1-5/8" MINIMUM PENETRATION. GLUE PLYWOOD TO SUPPORTS AND AT T & G JOINTS WITH ADHESIVE CONFORMING TO APA SPECIFICATION AFG-01. SPACE NAILS AT 6" ON CENTER AT ALL EDGES AND 12" ON CENTER FIELD NAILING (BLOCK UNSUPPORTED EDGES WITH 2X FLAT) UNLESS NOTED OTHERWISE ON PLANS OR DIAPHRAGM SCHEDULE. SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. SHOP DRAWINGS SUBMIT ELECTRONIC PDF FILES, OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: GLU-LAMS, STRUCTURAL STEEL, MISCELLANEOUS STEEL, REINFORCING STEEL AND TRUSSES. "SHOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS...". SPECIAL INSPECTIONS AND TESTS INSPECTIONS ARE TO BE PER IBC CHAPTER 17 AND ARE TO BE BY AN INDEPENDENT TESTING AGENCY. THE SPECIAL INSPECTION AGENCY AND SPECIAL INSPECTION INSPECTORS SHALL BE REGISTERED WITH THE WASHINGTON ASSOCIATION OF BUILDING OFFICIAL (WABO), AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO CONSTRUCTION. SOILS VERIFY THAT SITE PREPARATION, FILL PLACEMENT AND IN -PLACE DENSITY MEET REQUIREMENTS OF APPROVED SOILS REPORT. SOILS ENGINEER TO INSPECT ALL FOOTING EXCAVATIONS. UNDERPINNING OF EXISTING FOOTINGS MAY BE REQUIRED. SOILS ENGINEER AND SUB -CONTRACTOR TO DETERMINE THE LOCATION AND EXTENT. CONCRETE EXPANSION ANCHORS & DRILLED -IN DOWELS: COPY OF ICC REPORT FOR ANCHORS OR ADHESIVE SYSTEM USED MUST BE AVAILABLE AT JOB SITE. VERIFY ANCHORS OR ADHESIVE SYSTEM INSTALLATION IN ACCORDANCE WITH REPORT. VERIFY CERTIFICATION OF INSTALLER FOR ADHESIVE ANCHORS. STEEL: IN ACCORDANCE WITH IBC SECTION 1705.2.1 AND AISC 360 REFERENCED STANDARDS. PERIODIC INSPECTION: VERIFY HIGH -STRENGTH BOLT IDENTIFICATION MARKINGS CONFORM TO SPECIFIED ASTM STANDARDS. REVIEW OF MANUFACTURER'S CERTIFICATE OF COMPLIANCE. INSTALLATION OF BEARING -TYPE BOLTED CONNECTIONS. SINGLE -PASS FILLET WELDS 5/16-INCH OR LESS. FLOOR AND ROOF DECK WELDS. COLD -FORMED STEEL FRAME WELDING. WELDING OF STAIRS AND RAILINGS. WELDING OF STUDS. VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A-706. WELDING OF REINFORCING STEEL OTHER THAN THAT REQUIRING CONTINUOUS INSPECTION. STEEL JOINTS AND CONNECTIONS FOR COMPLIANCE WITH PLANS. FABRICATORS: SPECIAL INSPECTION OF STRUCTURAL FABRICATORS IS NOT REQUIRED IF FABRICATOR IS REGISTERED AND APPROVED TO DO SUCH WORK WITHOUT SPECIAL INSPECTION. REPORTS: PROVIDE REPORTS IN ACCORDANCE WITH IBC SECTION 1704.2.4 OF AND QUALITY ASSURANCE SECTION OF THESE GENERAL NOTES. ABBREVIATIONS ARCH. ARCHITECT BAL. BALANCE B. OR BOT. BOTTOM BTWN. BETWEEN BLDG. BUILDING BRG. BEARING C.I.P. CAST IN PLACE C.J. CONSTRUCTION JOINT CL CENTERLINE CLR. CLEAR CMU CONCRETE MASONRY UNIT COL. COLUMN CONC. CONCRETE C.S.J. CLOSURE STRIP JOINT D.F. DOUGLAS FIR EA EACH E.E EACH END E.F. EACH FACE E.J. EXPANSION JOINT EL. OR ELEV. ELEVATION EQ. EQUAL E.S. EACH SIDE E.W. EACH WAY F.O. FACE OF F.O.C. FACE OF CONCRETE F.O.S. FACE OF STUD F.O.W. FACE OF WALL FTG. FOOTING GA. GAGE H.D.G. HOT DIP GALVANIZED G.L.B. GLU-LAM BEAM G.W.B. GYPSUM WALL BOARD H. OR HORIZ. HORIZONTAL H.F. HEM -FIR H.S.S. HOLLOW STRUCTURAL SECTION I.B.C. INTERNATIONAL BUILDING CODE I.C.C. INT'L. CODE COUNCIL I.F. INSIDE FACE INC. INCLUDING I.S. INSIDE FACE K KIP (1000 POUNDS) L.W. LONG WAY L.L.H. LONG LEG HORIZONTAL L.L.V. LONG LEG VERTICAL M.F.R. MANUFACTURER N.F. NEAR FACE N.T.S. NOT TO SCALE oc ON CENTER O.F. OUTSIDE FACE O.S. OUTSIDE O.T.O. OUT TO OUT P.P.T. PRESERVATIVE PRESSURE TREATED PL PLATE REINF. REINFORCING REM. REMAINDER R.O. ROUGH OPENING SECT. SECTIONS SIM. SIMILAR S.J. SHRINKAGE JOINT STL. STEEL SW SHEARWALL SYMM. SYMMETRICAL T. TOP T.O. TOP OF T.O.B. TOP OF BEAM T.O.F. TOP OF FOOTING T.O.S. TOP OF STEEL TOP OF SLAB SIMILAR PLACES T.O.W. TOP OF WALL TYP. TYPICAL AT ALL U.N.O. UNLESS NOTED OTHERWISE V.E.F. VERTICAL EACH FACE VERT. VERTICAL V.F.F. VERTICAL FAR FACE VFY VERIFY V.I.F. VERTICAL INSIDE FACE V.N.F. VERTICAL NEAR FACE V.N.F. VERTICAL OUTSIDE FACE w/ WITH w/o WITHOUT W.H.S. WELD HEAD STUD @ AT CENTER LINE PLATE CONCRETE REINFORCING SPLICE SCHEDULE BAR SIZE 3000PS1 LAP 4000PS1 LAP #3 20" 17" #4 26" 23" #5 33" 28" #6 39" 34" #7 57" 49" #8 65" 56" #9 73" 63" #10 82" 71" #11 91" 79" RESUB Nov 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 0 0 W Q o N W W 00 a LU 0- V V ZZd Z Lu --JJ � Q a <V ZCal N 0 LU Z Cod LU Ne a 0OC L � � 0 W O Q CL J E 0 W U � Q ZU 'n p N CLLUE Q=a°' a ° � CO QM J N =Q�o� o0 CLU 0 c v) N Q Z Z = J O� LULU_ Q id CL W 0 2 W Q H a Z QH � a 0 Im LU CL Z REVISIONS: CADD FILE: DATE: 11-30-21 DRAWN BY: N.NADERI CHECKED BY: GENERAL NOTES GENERAL NOTES N.T.S. S100 S100 CID v a U J a `v m Q Ln N c M N 2x6 @ 16"oc SHEATHING PER SCHEDULE � ��i I -- JOISTS PER PLAN I PER SCHEDULE L SHEATHING II LSL RIM JOIST 2- #5 CONT. - - P.T. SILL PLATE AND ANCHOR BOLT PER S.W. SCHEDULE OL GRADE VARIES 5/8"0 HEADED ANCHOR BOLT @ 48"oc (EMBED 6") d 8" C.I.P. WALL PER PLAN BEVEL CUT #4 @ 12"oc VERT. & SLAB ON GRADE PER PLAN #4 @ 12"oc HORIZ. ° ° 2- #5 CONT. p <Do O O o� o0 INSULATION PER PLAN w d ° 4 � ° 17, In l InUEQ. EQ. U 2 PER PLAN NOTE: BALANCE OF INF PER 1/S2.10 GRADE VARIES d X—X—X oo 0 0 � 0 o ppop EQ. EQ. PER PLAN d d — — — — I 1=1 1=1 1=1' ° LLI d d ° 4 d DETAIL 1 DETAIL 2 3/4"= V-0" silo 3/4"=1 '-0" silo 0 w SIMPSON CBSQ66 POST PER PLAN � Oz POST BASE w d ~ SLAB & REINF. LL O PER PLAN X X-X= X� ° X-X X-�X�X- °jL X X-X�X-X I 1-1 1 1-1 1 1—Y114II—III—III— Z ° . ° ° 4. - �-� -I I -I I I-111-I 111=111=111=I 1=1 11=1 11= d.CO ZdIIBEAR ON UNDISTURBED O - VERY DENSE _ `0 NATURAL SOIL o � J J O U _ `r' 8" PER PLAN HAUNCH DETAIL 3 DETAIL 4 3/4"=1'-0" S110 3/4"=1'-0" S110 REINF. PER 1/S110 C.I.P. WALL PER PLAN DN PILE & NCKET PER SUB NTRACTOR F5.0 50.0 5'-0"x5'-0"x1'-1" 5- #5 EACH WAY F5.5 60.0 5'-6"x5'-6"x1'-1" 5- #5 EACH WAY F6.0 72.0 6'-0"x6'-Ox1'-3" 7- #5 EACH WAY F'c = 2.5ksi Fy = 60ksi SOIL BEARING = 2000psf 1 DETAIL 5 DETAIL 6 FOUNDATION PLAN 7 3/4"=1'-0" S110 3/4"=1'-O" S110 1/4"=1'-0" S110 pF WAS/y P� 0 4900 �oF'�'SSIONAG\��F 11/17/19 RESUB Nov 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 0 0 W Q o �N W a im cLu V ZZa Z Lu Q Z y mH Lu Z 06 W a O r-- W Q O CL E W o H v QzNW LOCL 0 E u co �aQa a M La CO N Q co1=N W O a m�h0 !Z 1xi V ma J W Ix ad W H W CL 0 2 W Q H � Z W Z REVISIONS: CADD FILE: DATE: 11-30-21 DRAWN BY: N.NADERI CHECKED BY: ' FOUNDATION PLAN AND FOUNDATION SECTIONS 1'-0" p WASy 0 COLUMN PER PLAN w/ I" I 1/2" BEARING PLATE & I I 2x6 STUD WALL 2- 3/4" 0 ANCHOR BOLT I I EXISTING WALL (EMBED 8") I I II II 2x8 LEDGER w/ 5/8" O 5/8"0 ANCHOR BOLT @ 48"oc w/ I I ANCHOR BOLT @ 24"oc 3"x3" WASHER EMBED 7" TYP. I I II II II v 4 a d d ° ° .d a III�III III III— ° d III III I_II III �� • EXISTING FOUNDATION WALL 8" C.I.P. WALL w/ 12"xl2" PLINTH w/ v #4 @ 12"oc E.W. 4- #5 VERT. ° d d. 3 TIES @ 8"oc ° ° d 2- #5 CONT. ° - — — ° ° 7t 7t ° .4 - .. ° O ° .4 III —III —III III —III —III —III= 11-1 11-1 11-1 � -1 11-1 11-1 11-1 �' 0 Of O U O U 2'-0" = 2'-0" = c� (N) H.S.S. COLUMN w/ 1/2" BASE PLATE & 2- 5/8" 0 EPDXY BOLTS (EMBED 7") DETAIL 1 3/4"=1'-0" S111 COLUMN WALL CENTERLINE I II II I I II I I LEVELING GROUT AS NEEDED II v. 4 :A low v. EXISTING FOUNDATION WALL DETAIL 2 3/4"=1'-0" S111 FLOOR FRAMING SCHEDULE MARK TYPE JOIST J 1 2x8 D.F. #2 @ 12"oc J2 2x8 D.F. #2 @ 16"oc BEAMS B1 2- 1 3/4x9 1/4 LVL B2 2- 1 3/4x9 1/4 LVL B3 5 1/8xl2 G.L.B. B4 5 1/8x13 1/2 G.L.B. B5 2- 1 3/4x9 1/4 LVL B6 3- 2x8 D.F. #2 B7 4x12 D.F. #2 HEADERS H1 2- 2x8 D.F. #2 H2 2- 1 3/4x9 1/4 LVL NOTES: 1.) JOIST GLUED AND NAILED. 2.) DESIGNATES SHEAR WALL ABOVE. DETAIL 3 S111 3/4"=l'-0"1 RAILING CAP AND INTERMEDIATE I I BALUSTERS I P.T. 44 POST w/ PER PLAN i i 2- 1/2"0 GALV. CARRIAGE BOLTS NOTE: I I (WASHERS EACH SPACE 4x4 RAILING POST I I END) BOLTED TO AT 6-0"oc MAX. THE PERIMETER I I BEAM ON INSIDE NOTE I I FACE OF THE BEAM SCHEDULE 4 3/4"=1'-0" S111 RAILING HEIGHT PER PLAN DECKING PER OWNER I I (ORIENT DECKING PER PLAN) II N u SUBFLOOR N I EDGE BEAM OR RIM - I CENTERLINE RAILING POST N U N N FLOOR JOISTS- N AV EXTERIOR WALL —17 CENTERLINE RAILING POST _ 2x10 BLOCKING N EACH SIDE @ RAIL N DETAIL 5 3 Sill 0 Al 0 F_ 00 E N v F 0 O N 0 1 T3 T 51'-10" 54" 5'-2" 9'-10" T-6" 16-6" 5'-6" 11'-0" B7 B7 B7 (E) 2x10 (E) 2x10 Li u 1 1 0 1 1 111 I EO N O x 1 U 1 I (n 1 1 H1 co I (E) HDR. I (E) 2x10 W EDGER H2 _(E)HDR.Im W__L_L (E) H R. U O C4 (E) 2x8 I 16"oc _ II J1 I E BEA ( ) 00 N W O m Q wA (E) WALLS ABOVE I Qp5 GPQ O�� QQ Q �' �Gp iri - /9 A . ■ 5 I Qp GPQ 'G (E) 8" C.I.P WALL (E) V-6" CONT. I FTG. QpJ� I a G `V 3- #3 H VERTICAL— SIMPSON �p\,O DECK JOIST PER PLAN CBSQ44 POST BASE PEER PLAN \,FZ G z NOTE: c.l CAN USE #12 SCREWS HOLD PLINTH PER @ 3"oc STAGGERED 1 1/2" CLR. PLAN OR 0 EMBED 1 1/2" INTO SONO-TUBE RIM BOARD 5'-4" - EXTERIOR C° GRADE LEDGER PER PLAN w/ 11=ill-III-'' #3 CLOSED 3/4" O BOLTS @ 6"oc a HOOPS @ 8"oc STAGGERED T. & B. z 2- #4 E.W. 6 0 z da N � d I i III —III —I 1I— ® —F ,—F �—� , HOLD I 1=1 1=1 1= 2" CLR. _j U ® FOOTING PER PLAN BEAR ON - UNDISTURBED, cli DENSE NATIVE SOIL 1 5 A • 7'-6" 0 0 rb LO u XX/_w ED cr> (E) 8" C.I.P. I (E) 8" C.I.P. I WALL WALL o I I l'-6" I (E) V-6" ao m _(E) CONT. CONT. wIn 1/Sill FTG. I FTG. E) WALLS I (N) 4" SLAB ON GRADE w/ I BOVE I I 6.Ox6.0-W2.OxW2.0 W.W.M. I (E) BEA @ CENTER OF SLAB 0 cx I SUB -GRADE BY OTHERS I I 1 1 I (N) 2'-0" z I N L L CONT. FTG. N\D\0+ ^\� (N) F2 5 N) F2 5 I (E) 4" SLAB ON GRADE I+`5 F I NCO co I r(N) FL 5 I I I I I 2/S111 1* �— 4— — — (N) F2.5 I (N) F2.5 P. cU fl WALL 00 J Q p� w W U IL (N) 4" SLAB ON GRADE w/ +`� +`0 6.0x6.0-W2.0xW2.0 W.W.M. @ CENTER OF SLAB (N) F2.5 Q pg (N) F2.5 Q pg ZO SUB -GRADE BY OTHERS F Q F Q z U u- O ® N — � � L 5'-6" 5'-2" 9'-10" T-6" 16'-6" 7'-6" 51'-10" 2)/ (3) (4) (5) (6 0 IV F G H DETAIL 6 � MAIN FLOOR FRAMING PLAN 7 1111111 4900 L� SS/ONAL ENG 11/17/19 RESUB Nov 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 0 0 W _ a o �N W im 0 a d V VLUa ZZa Z Lu Z _ y LU Z 06 Lu he a c0c L � � r W a o CL W o u t—WLO aN a ZE �;�� t—QQo, o 030 ° aM�C� O N q W m O a � V) C4 Q Z Z = I~ �ma Lu Oj{ W W 2 _j W Q H Z W Z REVISIONS: CADD FILE: DATE: 11-30-21 DRAWN BY: N.NADERI CHECKED BY: / MAIN FLOOR ` FRAMING PLAN Sill ECCQ COLT 4x4 POST DETAIL 1 S112 3/4"=1'-0" 1/2" BEARING PLATE w/ 4- 3/4" O BOLTS 5 1/2"x3/8" TOP PLATE ROOF LXNE OF RPF�ER OP 5/16" STIFFENERS II I I W16x26 BEAM 1 1/2" I 1 1/2" I I I H.S.S. 3 1/2x3 1/2x1/4 STUD WALL I i COLUMN DETAIL 2 1 3/4"=1'-0" S112 0 W In lvl I LI\ 1 Lr ll =11 DETAIL 3 3/4"=1'-0" S112 W16x26 BEAM STUD WALL 3/4"=1'-0" 1 S112 V-0" PLATE TO MATCH FLANGE W12x19 BEAM FABRICATE OUT OF REMAINS @ TOP OF BEAM Pop _,ROO Op AFTFR 1/2" BEARING PLATE w/ I END PLATE 4- 3/4" O BOLTS I I I I I H.S.S. 3 1 /2x3 1 /2x1 /4 I FLOOR FRAMING SCHEDULE MARK TYPE TRUSS T1 TRUSSES @ 24"oc T2 TRUSSES @ 24"oc JOIST J 1 11 7/8 TJ 1 210 @ 12"oc J2 11 7/8 TJI 110 @ 16"oc J2A 3 1/2xl 1 7/8 LVL w/ HHUS HANGER J3 11 7/8 TJI 110 @ 16"oc w/ IUS HANGER J4 1 3/4x11 7/8 LVL HUS HANGER BEAMS B1 3 1/8x12 G.L.B. B2 48 D.F.#2 63 3 1/2x11 7/8 1.55E LSL B4 NA B5 3 1/2x11 7/8 LSL B6 5 1/8x13 1/2 G.L.B. B7 1 3/4x11 7/8 LSL U14 HANGER B8 2- 1 3/4x11 7/8 LVL B9 2- 2x6 D.F. #2 B10 1 3/4x11 7/8 LVL B11 3 1/2x11 7/8 LVL B12 3 1/2x11 7/8 LVL B13 W12x19 B14 W16x26 B15 3 1/2x7 PSL w/ 2 JACK STUDS B16 2- 1 3/4x11 7/8 LVL B17 410 D.F.#2 B18 410 D.F.#2 B19 410 D.F.#2 HEADERS H1 2- 2x6 D.F. #2 H2 NA H3 2- 2x6 D.F. #2 H4 5 1/8x15 G.L.B. H5 1- 1 3/4xl1 7/8 LSL H6 2- 2x6 D.F. #2 H7 2- 2x6 D.F. #2 H8 2- 2x6 D.F. #2 H9 2- 2x6 D.F. #2 H10 2- 2x8 D.F. #2 H11 2- 2x8 D.F. #2 H12 2- 2x8 D.F. #2 NOTES: 1.) JOIST GLUED AND NAILED. 2.) DESIGNATES SHEAR WALL ABOVE. SCHEDULE 2x10 LEDGER NAIL TO STUDS w/ 4- 16d NAILS WOOD TRUSS N.T.S. STUD WALL 6 S112 4x6 w/ 5/8" 0 BOLTS STAGGERED @ 24"oc STUD WALL BLOCKING @ 48"oc \—T.J.I. PER PLAN -- J T.J.I. PER PLAN DETAIL 5 DETAIL 7 DETAIL 8 2ND FLOOR & LOW ROOF FRAMING PLAN 9 3/4"=1'-0" 1 S112 3/4"=1'-0" S112 3/4"=1'-0" S112 1/4"=1'-0" S112 p WASy RESUB Nov 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 0 W a o �N W im c a V ZZa Z W-3: a cn Z y m Lu Z 06 Lu he a c0c L � � r-- W a CL J E W O F.—W u Ln Z aZN E CL �aQa a ad aML�� O R N MM W O a W h N Q C9 J W .6 W H W CL 0 2 W Q H � Z be Ix CL Z SECOND FLOOR FRAMING PLAN S112 p WASy 1 1 1/2" BLOCKINi PRE-ENGINEEF TRUSS BY OTH SW NAILING PE AND SCHEDULE TYPICAL PRE-ENGINEERED TRUSS TO TOP PLATE 2x4 RAFTER @ 24"oc w/ 4- 10d-F NAILS TO EACH POST 2x4 DIAGONAL BRACE @ 8'-0"oc w/ 3- 10d-F NAILS EACH END ROOF SHEATHING --/ 2x4 PLATE w/ 2- 16d NAILS TO EACH MAIN ROOF FRAMING MEMBER 1 10d @ 6"oc ICONTINUE SHEATHING TO TRUSS TOP CHORD BLOCK PANEL EDGES SIMPSON A35F @ 32" SHEATHING AND NAILING PER SHEARWALL SCHEDI DETAIL 1 3/4"= V-0" S113 2x4 POST @ 4'-0"oc w/ 4- 10d-F NAILS TO SPREADER JOIST 2x4 SPREADER JOIST' DISTRIBUTE LOAD EVENLY TO FRAMING BELOW w/ 10d-F NAILS @ 8"oc TO PLATE DETAIL 3 3/4"=1'-0" S113 ROOF TRUSS PER PLAN @ 4'-0"oc 8d @ 6"oc, U.N.O. CONT. 2x SOLID BLOCKING SIMPSON H2.5 AT 4'-0"oc ROOF JOIST PER PLAN TOENAIL 16d @ 6"oc IF NO A35 SIMPSON A35 ANGLES AS REQUIRED BY SHEAR WALL SCHEDULE DETAIL 2 3/4"=1'-0" S113 ROOF FRAMING SCHEDULE MARK TYPE RAFTER R1 2x12 D.F. #2 RAFTER @ 16"oc R2 2x12 D.F. #2 RAFTER @ 24"oc VALLEY BEAM VB1 2- 2x12 D.F. #2 RIDGE BEAMS RB1 1 3/4x11 1/4 LVL RB2 3 1/8x13 1/2 G.L.B. RB3 3 1/8x12 G.L.B. RB4 3 1/8x15 G.L.B. RB5 5 1/8x18 G.L.B. RB6 5 1/8x18 G.L.B. HEADERS H1 2- 2x8 D.F. #2 H2 3 1/2x11 7/8 LVL w/ 3- STUDS @ ENDS H3 5 1/4x7 1.8E PSL H4 5 1/4x7 1.8E PSL H5 2- 2x6 D.F. #2 H6 2- 2x6 D.F. #2 H7 2- 2x6 D.F. #2 H8 2- 2x6 D.F. #2 H9 5 1/4x7 1.8E PSL H10 2- 2x6 D.F. #2 NOTES: 1.) JOIST GLUED AND NAILED. le� le� fl CF CF5 CG CH BUJ n1 �LJ �61 51'-10" 54" 5-2" 17'-4" 16-6" 7'-6" V-6" 1'-01, V-6" V-6" V-6" I O M Gj - O +�Q4 H4 GG -- -- -- H3 H10 H10 H10 H10 ,, I ZIC II II 5 1/S113 �7 R2 R2 R2 R2 i CV �C IC II N 1/S113 c g0� y I C 71 C 441 iv I II C C C C - _ N I I C L --\0�A��GQQ +(bPQ �LG� o GG LJ LJ RB5 LJ U U U LJ LJ LJ R o (V CV ROOF J GP II Q QO Q CCES GP r 2 x2 II SKY II II II II II .I ILA LIGHT ' I II II II II II II F CV L C C C C 00 R2 R2 R2 R2 20x20 2ox20 C C �O� �� LL I SKY SKY LIGHT LIGHT m ❑ 7 C C C j — J,�,P GPI — I �• -�Q\ 7 C I I ] C I I 1/S113cl) Qg0 ��` (� 1/S113 I 2 F1 H9 --El o- LID �\ G �� M QO P G &4 CV V-6" V-6" V-6" V-6" I 13'-0" 9'-6" 16-6" V-3" 6-3" 54" 46-6" 5.2 (9) U 2.8 U (5T U %D I 31I DETAIL 4 SCHEDULE 5 ROOF FRAMING PLAN 6 3/4"=V-0" S113 N.T.S. S113 1/4"=1'-0" S113 4900 SS/ONAL E- G 11/17/19 RESUB Nov 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 0 W a o � N >_ W 00 a d U Uoa ZZQ Z W=3: Z H Lu Z Cod LU Q cO L � � W a o CL E W O u F.-W Ln Z aZN E E HQQo, o � � a. Lu O a m�hN 0. Z Z = � v J W a � ad W H W 2 W Q H Z W Z ROOF FRAMING PLAN S113 2x6 STUD WALL PLYWOOD JOINT AT SHEAR WALLS USE RIM BOARD TO SPLICE PLYWOOD.NAILING TO MATCH WALL BELOW. DO NOT ADD PLYWOOD JOINT AT TOP AND BOTTOM PLATES .0 16d COMMON @ 12"oc (4" @ S.W.) ADD BRG. BLKG. PER MANF., TYP. JOISTS PER PLAN USE RIM BOARD A HEADER SPLICES 2x6 STUD WALL 16d COMMON @ 12"oc PLYWOOD JOINT AT SHEAR (4 @ S.W.) )N WALLS USE RIM BOARD TO SPLICE PLYWOOD. NAILING TO 10d @ 4"oc MATCH WALL BELOW. DO NOT ADD PLYWOOD JOINT AT TOP AND BOTTOM PLATES @ SHEARWALLS USE 16d CONN. x 3.5" @ 4"oc 2x6 STUD WALL 4x BLKG. w/ 2- SIMPSON @ SHEARWALLS NAIL FLOOR A34 B'TWN. JOISTS TO BLKG. PER NOTES 2x BLKG. @ JOIST PER PLAN HEADER PER PLAN JOIST PER PLAN BEARING WALLS USE IUS HANGERS BLOCKING @ 16"oc BLOCKING OR HDR. / SEE SW SCHEDULE ON 16d TOE NAIL @ 4"oc ADD STUD BLOCKING AT PER SCHEDULE RIM BOARD PER PLAN S4.10 FOR NAILINGS RIM BOARD PER PLAN EACH STUD THAT DOES SEE SW SCHEDULE ON NOT LINE UP WITH PLYWOOD NAILING S4.10 FOR NAILINGS DBL. TOP PLATE JOIST. USE DOUBLE BLKG. UNDER DOUBLE AT OPENING NOTE: STUD, TYP. ADD BEARING BLKG. FOR ALL JOISTS, AT OPENING TYPICAL AT OPENING / HEADER DETAIL 1 DETAIL 2 DETAIL 3 DETAIL 4 3/4"=1 '-0" S114 3/4"=1 '-0" S114 3/4"=1 '-0" S 113 3/4"=1'-0" S114 2- 8d TOE NAILS TO EACH TRIM STUD STAGGER TOP PLATE CONT. HANDRAIL FIREBLOCKING REQUIRED TOP PLATE SPLICE AT HEADER 4'-0" MIN. TYPICAL BOTTOM PLATE SPLICE STUD CENTERLINE, TYP. ' MAX. 2" 0 ALONG STRINGER FIRE BLOCKING STRINGER AT STUD CENTERLINE, TYP. PER PLAN CONT. DOUBLE TOP PLATE MIN. 1 1/4"0 I I11" BETWEEN EACH STUD TYPICAL I — co x x I STUDS @ 16"oc DOUBLE 2x TOP PLATE x x TYPICAL STUDS PER Z I I NAILER PLAN/DETAIL W II — O IIIn Z w detail ccl,° 3- 16d TYPICAL SINGLE i� TRIMMER STUD. m STRINGERS i i I I PLY. NAILER Q MULTIPLE TRIMMER I I 5/8" TYPE "X" STUDS WHERE SINGLE FULL HEIGHT KING } , J r I I G.W.B. REQUIRED PER STUD. MULTIPLE KING STUDS "' i �� I 2x FIREBLOCKING @ 2x TREAD ELEVATION STUD WALL TOP PLATE SPLICE PLAN OR PER WHERE REQ'D. PER PLAN r� > , I NOTES/SPECIFIC i i I I MIDPOINT OF RUN DETAIL I% > NOTES: 1. STEPS AND TREADS SHALL NOT VARY MORE THAN 3/8" 2. MINIMUM STAIR WIDTH IS 36" ST EA TYPICAL STAIR CONSTRUCTION 8- 16d NAILS EA. SIDE OF SPLICE (NO BOT. SPLICE IN THIS AREA) �� 16d @ 12"oc 2x STRINGER E.S. STAGGER TYP. w/ 3- 16d COMMON 16d @ 12"oc 4'-0" 4'-0" EACH STUD STAGGER TYP. MIN. MIN. 2- 16d EA SIDE OF BOTTOM PLATE SPLICE i 4'-0" MIN. LAP NOTE: AT ALL EXTERIOR WALLS PLAN USE 20d FOR 3x PLATE 16d @ 12"oc EACH STUD TO STUD — TYPICAL HEADER SUPPORT DETAIL NOTES: 1.) PROVIDE 1- KING STUD AT OPENINGS EQUAL OR LESS THAN 6'-0". 2.) PROVIDE 2- KING STUDS AT OPENINGS GREATER THAN 6-0 AND EQUAL OR LESS THAN 12'-0". 3.) PROVIDE 3- KING STUDS AT OPENINGS GREATER THAN 12'-0". DETAIL 5 DETAIL 6 3/4"=1'-0" S114 1 3/4"=1'-0" S114 x W W Q c v r4t rot V V X SEE NOTE 5 1 1 /2" 0 3 1 /4" 0 7- Q L MAX. HOLE SINGLE STUDS MAX. HOLE _ J do - DEPTH OF NOTCH 14 1 1 /2"fZi 2 1 /4"fZi ® (NO REINFORCING dh - DIAMETER OF HOLE U) U) (MIN. DISTANCE FROM EDGE OF REQUIRED) ® Q do MAX. 5/8" MIN. L/3 NOTCHES w w L/3 NOTCHES MAX. HOLE MAX. HOLE HOLE TO INSIDE FACE OF SUPPORT) 3/4" MIN. EACH SIDE PERMITTED O O PERMITTED NO REINFORCING 1 1/2" MIN. a w _ = HOLE SIZE 2" 3" 4" 6" EACH SIDE � = w (.0 v ® REQUIRED ® EACH SIDE HOLE OR U AT: 0 MIN. DISTANCE 1'-0" 2'-0" NOTCH TYPE 0 Oz J Q"W-dnMAX. EXTERIOR WALLS, PARTY 3/4" MIN. 1 1/2" MIN. PENENTRATION Z W WALLS BEARING WALLS * 4"QJ & 6"Q1 HOLES FOR VENTING DUCTS O O c,.)PROVIDE SIMPSON H.S.S. -4' o (LARGE SIZE HOLES). REFER TO ARCH. EACH SIDE EACH SIDE Z STUD SHOES 16 � �`P FOR VENTING PLAN 2 1/8"Q) 3 1/4"QJ DOUBLE STUDS 2 1/8"0 - 3 1/4"fZi MAX. HOLE MAX. HOLE (NO MORE THAN (2) ~ O D/3 2x 0 OF D/3 0 TYPICAL HOLE SIZE SHALL MAX. HOLE MAX. HOLE SUCCESSIVE STUDS X > 0 aL a NOT EXCEED 6". NO MORE ® ® ¢ dhMAX. 0 a LARGER Z) THAN 1- 6" 0 HOLE IS STRAP MAY BE BORED) g a U) cn 5/8" MIN. co o D a HOLE a ALLOWED IN EACH SPAN REINFORCING 1" MIN. O O EACH SIDE SEE NOTE 5 HOLE PERMITTED 5/8" MIN. 1" MIN. EACH SIDE PSPN516Z EACH SIDE STRAP EACH SIDE 2x4 STUDS (3x4 SIM.) 2x6 STUDS (3x6 SIM.) NOTCHES OR HOLE SPACINGS CUTS AND NOTCHES BORED HOLES 2x4 PLATES 2x6 PLATES ALLOWABLE CUTTING IN LSL,LVL, OR PSL MEMBERS ALLOWABLE HOLES THROUGH TOP PLATES ALLOWABLE HOLES THROUGH STUDS TYPICAL STUD AND PLATE PENETRATION DETAILS NOTES: 1.) MAXIMUM OF 2- PENETRATIONS PER STUD. NO MORE THAN 5 CONSECUTIVE STUDS WITH PENETRATIONS. 2.) SEE ALLOWABLE HOLES THROUGH STUD DETAILS FOR PENETRATION SIZES. 3.) STUD PACKS OR POSTS SHALL NOT BE PENETRATED BY A CUT, NOTCH OR HOLD WITHOUT VERIFYING WITH ENGINEER. 4.) BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF A STUD AS CUT OR NOTCH. 5.) WHERE PLUMBING, HEATING OR OTHER PIPES ARE PLACED IN OR PARTLY IN A PARTITION, NECESSITATING THE CUTTING OF HOLES OR PLATES, METAL TIE NOT LESS THAN 16GA GALVANIZED AND 1 1/2" WIDE SHALL BE FASTENED TO EACH PLATE ACROSS AND TO EACH SIDE OT THE OPENING WITH NOT LESS THAN 6- 16d NAILS. DETAIL 3/4"=1'-0" 7 S114 p WASy 4900 �04L SS/ONAL E- G 11/17/19 RESUB Nov 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 0 0 W a o �N W im 00 a a V V0 ZZa Z W a cn Z y m LU Z 06 � a c0c L � � r-- W Q O CL E W ov H aW L ZN E �� HQQo, o 3 O ° IX t ra aM�cc,0' N O W O a W h N Q V ''nn � V J W � ad W H W 0 2 W Q H � Z W CL Z REVISIONS: CADD FILE: DATE: 11-30-21 DRAWN BY: N.NADERI CHECKED BY: FLOOR FRAMING DETAILS S114 5 f4 2 0 MLID 6 51'-10" 7'-6" 16'-6" 17'-4" 10'-6" i [-21328.711 MAXIMUM HEIGHT [32 .71] MAXIMUM HEIGHT [21'-3"] O ..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..DGE—— —. ..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—.....—..—..—..—.. [21'-3"] -- -- -- -- -- -- - -- -- -- RIDGE RIDGE 328.25 326.25 4x6 STUD @ 2.15 EQ./1.8W ASD ROOF BEAA - < ?I'z �� 16'-3" _ _ 15'-3" > PLATE PLATE HEIGHT HEIGHT ui 323.25 \ / \ / 323.25 10 1B 1B � 1 � J © 2 ©n 2 ©- 2 ©-� 2 ui NEW 2ND III II II IIIII III II II II III IIIII III III II II II III II II IIIII III II II II III IIIII I I III III II II II I FLOOR ; `� ; / `� ' `\ 1.85 EQ./2.3W ASD M 1 III II II IIII III 11 III 11III II III III II II II 4 316.00 III II II IIII III II III IIIII II III III II II I I I IIII III I I I I I I III II II lull III II III 1177 III II III u u EXISTING a uw w u JEXISTING' 6-10 6'-10 1/2" T. PLATE _ 1 _ _ _ _ TOP PLATE 315.00 HEADER v , I HEADER 315.00 HEIGHT x I HEIGHT O 313.875 N B- 3 ©- 3 I B- 3 B- 3 Z 1 B 1 B I 313.875 2O N � � •� O2 � 1D j 2/\ 2� � z vi- = i `� / _ 5.2 EQ./5.75W ASD _.. FF I I I I -- -- -- 307.00- - - - - - - - � 307.00%,- U L1 I _ CS20STRAP [303.71 ] I ; [303.711 �..—..—..—..—..—..—..—..—..—..AVERAGE AVERAGE GRADE VARIES GRADE I o GRADE HEIGHT I �;' 0 STRAP . C"STRO HEIGHT Li T-0") -- -- 299.00 - - - - - - - - - 299.00 - I I I I 1T--------T11T--------------------------------------------------- -r ----- --- W EXISTING FOUNDATION TO REMAIN AS IS NEW FOUNDATION WALLSCHEDULE 1 U) 3/4"=1'-0" S115 LO A B C D E F G H 52'-10" 7'-0" 12'-6" 3'-7" 3'-1" 4'-2" 20'-0" 2'-6" z o I I [328.71] MAXIMUM HEIGH [328.71] MAXIMUM HEIGHT O [21'-3"]..—..—..—..—..—..—..—..—..—..—..—..—.._.—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—.. —..—..—RI-DGE-..—.—..--- ..---- ..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—.. —..—.—..—..—..—..— .—..� [21'-3"] RIDGE _ RIDGE 328.25 - \ ` 328.25 o _ a 2.15 EQ./2.2W ASD CO 16'-3" " " 16'-3" OL PLATE PLATE HEIGHT HEIGHT ui 323.25 �� 323.25 ui 1A NOTES: [9'-0"] ' `` x 1.) SHEAR WALL CALLOUTS THUS: A - 2 OR - FLOOR p 316.00 _ _ _ _ _ _ _ _ _ _ _ A REFERENCES THE SHEATHING AND NAILING, [8' 0"] - [8'-0"] TOP OF � TOP OF Y - ui 2�REFERENCES THE HOLD DOWN AND ANCHOR BOLT. PLATE]-2" 6'-101/2' � PLATE 315.00 HEADER ' HEADER 315.00 2.) ALL NAILS ARE COMMON SIZES HEIGHT HEIGHT 313,875 313.875 © 2 � / / 1 0- / co . . co 01 o / 4.25 EQ W ASD -- -- -- �307.00 �- +�+.: 307.00 304 [303.71 ] / . © 6 '' I [303.71] - -.._.._..... - - - - -..- - - - - - -. - -..-. �3.—..-..-..-.._I. ;oI AVERAGE I � AVERAGE GRADE HEIG 3 I EXISTING STEM WALL ,' 302 i GRADE HEIGHT: I _0 I _ 300 1 (-8'-0") 4_1 t:� 299 (-8'-0") 298.00 I ui NEW FOUNDATION EXISTING FOUNDATION TO REMAIN AS IS DETAIL 2 3/4 =1 -0 S115 WALL SCHEDULE MARK TYPE 0 2x6 D.F. #2 @ 16"oc 1A 1- 2x6 +JACK STUD 1 B 2- 2x6 +JACK STUD 1C 4x6 +JACK STUD 1 D 4x6 POST O2 2x6 D.F. #2 @ 16"oc 2A 1- 2x6 +JACK STUD 2B 2- 2x6 + 2 JACK STUDS 2C 2- 2x6 + 3 JACK STUDS 30 2x6 D.F. #2 @ 16"oc 0 00 r-CL - RESUB Nov 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 o 0 W Q o � �N ~ �� a W V ZZa Z W Z yWZ o6 � aoC � � L W Q O � O W u 1.— 'n ,o QW zN E � � 3 a 8 aM J C.'; � CID I.-N_ � W O 8 m � h N O. Z Z = � o I. J w .ii w H a W TCix L � i W Q H � Z W a Z REVISIONS: CADD FILE: DATE: 11-30-21 DRAWN BY: N.NADERI CHECKED BY: SHEAR WALL ELEVATIONS S115 RESUB Nov 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 o 0 W Q o � �N ~ �� a W V ZZa Z W Z yWZ o6 � aoC � � L W Q O � O W u 1.— 'n ,o QW zN E � � 3 a 8 aM J C.'; � CID I.-N_ � W O 8 m � h N O. Z Z = � o I. J w .ii w H a W TCix L � i W Q H � Z W a Z REVISIONS: CADD FILE: DATE: 11-30-21 DRAWN BY: N.NADERI CHECKED BY: SHEAR WALL ELEVATIONS S115 � O W u 1.— 'n ,o QW zN E � � 3 a 8 aM J C.'; � CID I.-N_ � W O 8 m � h N O. Z Z = � o I. J w .ii w H a W TCix L � i W Q H � Z W a Z REVISIONS: CADD FILE: DATE: 11-30-21 DRAWN BY: N.NADERI CHECKED BY: SHEAR WALL ELEVATIONS S115 REVISIONS: CADD FILE: DATE: 11-30-21 DRAWN BY: N.NADERI CHECKED BY: SHEAR WALL ELEVATIONS S115 wwwww aQaQQ z - X - X - X - X - X M M M M M 0 3 3 3 3 3 O LL 0 0 0 O m m 2i m 2i m 2 m 2i w w w w w w Q J O O O O O 0- J ED N ;t ;t ;t -1 9 m m m m m Q Q Q Q Q 00 L0 0 O jD O O H J V V V V V Oa m a a 70 Lu Lu F- Q - o - 0 - 0 - 0 - 0 J 0 � Q) LuO coo coo coo U= (D z 0 0 0 0 i ) v J Z N 0 0 0 0 J Z m N m N m N m N J Q -p O V V V V W =co O O O O N 11 ■i w Q J CO N CO N CO N CO N (O N L LJ J J � ) vv u1 F- J X N (X N X N X (N X N O F- U) 0 � (0(0(0(0(0 N N N N N z J W z z Q 0 0 0 0 0 M N N N N x N z = m 0 m 0 m 0 m 0 m 0 LLl _ N N N N N Y SHEAR WALL SCHEDULE_ HOLD DOWN SCHEDULE MARK HOLD DOWN ANCHOR BOLTS 1 NONE - - 2 MSTC28 - 1540# 3 MSTC40 - 3080# 4 MSTC52 - 4620# 5 MSTC66 - 5860# 6 DTT2Z 1 /2"0 PAB4-8 2145# 7 HDU2-SDS2.5 5/8"0 SSTB16 3075# 8 HDU4-SDS2.5 5/8"0 SSTB16 4565# 9 HDU5-SDS2.5 5/8"0 SSTB20 5645# 10 HDU8-SDS2.5 7/8"0 SSTB28 6765# 1 HDU11-SDS2.5 1" PAB8-11 9335# NOTES: 1.) SHEAR WALL CALLOUTS THUS: �A -�2 �A REFERENCES THE SHEATHING AND NAILING, IT REFERENCES THE HOLD DOWN AND ANCHOR BOLT. 2.) ALL NAILS ARE COMMON SIZES HOLD DOWN SCHEDULE N.T.S 1 S116 2 S116 1 KA :I© 51'-10" 5 no 5'-4" 5'-2" 9'-10" T-6" 16'-6" 1'-3" 6'-3" [328.711 MAXIMUM HEIGHT [328.711 MAXIMUM HEIGHT -- -- -- -- -- -- -- -- -- -- RIDGE RIDGE 328.25 \ 328.25 \ ROOF B M ROOF BE M ZAI \ 1IY -1 wTl II 16'-3-3" PLATE HEIGHT 323.25 O 9'-0"] N[EW 2ND FLOOR 316.00 6'-106'-10 1/2" OL HEADER HEIGHT 313.875 07. 0 - - �III��III� O 1� 2.15 EQ./1.8W A D A 1�1- 16'-3" PLATE HEIGHT ol 323.25 1B 1B 1 B-2 B- 2 III II II II III II II II I III II II II III . II II II II I ��II II II II II II I II II II II I T 1.85 EQ./2.3W A D p TOP OF 6'-10 1 /2" _ _ _ PLATE -- -- -- -- -- _ /1` i HEADER 315.00 HEIGHT 313.875 2 2B B - 6ILE I L-il B 6 307.00 - [303.711 AVERAGE cm GRADE HEIGHT --------------------- (-8'-0") ----------------- 299.00 I [ [ II FJ-LT -------------- 11, L--------------J---J NEW FOUNDATION [21'- Y RID 328.25 [9'-C FLC 316.00 [8'-C � TTOF PLA 315.00 ME ml - B - 6 BACK WALL OF GARAGE 3.7 EQ./4.25W ASD L II II II II II II r 11, (-8'-0 ) 299-006 [21'-3"] RIDGE 328.25 318.70 NEW 2ND FLOOR 316.00 [80l� TOP OF PLATE 315.00 r T 299.00 J Q> Q LLI 2 U) zC? 02,= Q Lu J Lu F--- cl) Q Lu RESUB Nov 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 0 o 0 W00 .0 a 0 �N ~ Lu W O a °' V V ZZa Z W �� a om� Z y WZ 06 im a 5O 0 r-- W O Q CL i E W u azNW LnCL 8 E rn 3 8 co -s aM N ��c- W O 8 m h N O. Z Z = LL. f 11 0 J w cha Lu L a W C o N W � Z a � a � Q ix W CL Z REVISIONS: CADD FILE: DATE: 11-30-21 DRAWN BY: N.NADERI CHECKED BY: SHEAR WALL ELEVATIONS S116 00 T i3 U O `ts m a 10 cr 00 rh N MEDIUM DWELLING UNIT (TABLE 406.2) THIS PROJECT REQUIRES 3.5 CREDITS EACH DWELLING UNIT IN A RESIDENTIAL BUILDING SHALL COMPLY WITH SUFFICIENT OPTIONS FROM TABLE R406.2 AS TO ACHIEVE THE FOLLOWING MINIMUM NUMBER OF CREDITS. THIS INCLUDES MULTIFAMILY 3- STORES OR LESS R402.4.1.2 TESTING THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE NOT EXCEEDING FIVE AIR CHANGES PER HOUR IN CLIMATE ZONES 1 AND 2, AND THREE AIR CHANGES PER HOUR IN CLIMATE ZONE 3 THROUGH 8. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH ASTM E 779 OR ASTM E 1827 AND REPORTED AS A PRESSURE OF 0.2 INCH W.G. (50 PASCALS). WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF THE RESULT OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. TESTING SHALL BE PERFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE. DURING TESTING: 1. EXTERIOR WINDOW AND DOORS, FIREPLACE AND STOVE DOORS SHALL BE CLOSED, BUT NOT SEALED, BEYOND THE INTENDED WEATHER STRIPPING OR OTHER INFILTRATION CONTROL MEASURES. 2. DAMPERS INCLUDING EXHAUST, INTAKE, MAKEUP AIR, BACKDRAFT AND FLUE DAMPERS SHALL BE CLOSED, BUT NOT SEALED BEYOND INTENDED INFILTRATION CONTROL MEASURES. 3. INTERIOR DOORS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE OPEN. 4. EXTERIOR DOORS FOR CONTINUOUS VENTILATION SYSTEMS AND HEAD RECOVERY VENTILATORS SHALL BE CLOSED AND SEALED. 5. HEATING AND COOLING SYSTEMS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE TURNED OFF. 6. SUPPLY AND RETURN REGISTERS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE FULLY OPEN. GENERAL NOTES: OINDICATES WALL TYPES, REFER TO SHEET 1/A1.10 FOR ADDITIONAL INFORMATION OINDICATES WINDOW TYPE, REFER TO SHEET 2/A1.10, 3/A1.11, AND 3/A1.12 FOR WINDOW TYPES AND WINDOW SCHEDULE O INDICATES DOOR TYPE, REFER TO SHEET 2/A1.10, 3/A1.11, AND 3/A1.12 FOR DOOR TYPES AND DOOR SCHEDULE ALL AREAS OF PERIMETER WALLS THAT ARE EXPOSED TO FRAMING DUE TO REMOVAL OF EXISTING DRYWALL ARE TO BE INSULATED WITH NO LESS THAN R-15 BATT. INSULATION HATCH INDICATES NEW STUD WALL: REFER TO WALL TYPES ON SHEET 2/A114 FOR SPECIFICS TABLE R402.1.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT a FENESTRATION SKYLIGHT GLAZED CEILING WOOD FRAME g,m,n MASS WALL FLOOR BELOW GRADE C,rn d SLAB R- VALUE & CLIMATE ZONE U-FACOR h U-FACOR h FENESTRATION SHGC', e R- VALUE' WALL R- VALUE R- VALUE I R- VALUE WALL R- VALUE DEPTH 5 AND MARINE 4 PLEASE SEE 0.50 NR 49 21 int 1 21/21 30 1 10/15/21 int+5TB 10, 2 ft v 1.UL Ur" 1 IUN FOR SI: 1.1 CHOSEN 1 FOOT = 304.8 MM, Cl = CONTINUOUS INSULATION, INT = INTERMEDIATE FRAMING. a R-VALUES ARE MINIMUMS. U-FACTORS AND SHGC ARE MAXIMUMS. WHEN INSULATION IS INSTALLED IN A CAVITY WHICH IS LESS THAN THE LABEL OR DESIGN THICKNESS OF THE INSULATION, THE COMPRESSED R-VALUE OF THE INSULATION FROM APPENDIX TABLE A101.4 SHALL NOT BE LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. 'THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS. THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION. c "10/15/21+TB" MEANS R-10 CONTINUOUS INSULATION ON THE EXTERIOR OF THE WALL, OR R-15 ON THE CONTINUOUS INSULATION ON THE INTERIOR OF THE WALL, OR R-21 CAVITY INSULATION PLUS A THERMAL BREAK BETWEEN THE SLAB AND THE BASEMENT WALL AT THE INTERIOR OF THE BASEMENT WALL. "10/15/21+TB" SHALL BE PERMITTED TO BE MET WITH R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE WALL. "TB" MEANS THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT WALL. d R-10 CONTINUOUS INSULATION IS REQUIRED UNDER HEATED SLAB ON GRADE FLOORS. SEE R402.2.9.1. e THERE ARE NO SHGC REQUIREMENTS IN THE MARINE ZONE. 'RESERVED. g RESERVED. 'RESERVED. ' THE SECOND R-VALUE APPLIES WHEN MORE THAN HALF THE INSULATION IS ON THE INTERIOR OF THE MASS WALL. I RESERVED. 'FOR SINGLE RAFTER- OR JOIST -VAULTED CEILINGS, THE INSULATION MAY BE REDUCED TO R-38. 'RESERVED. - INT. (INTERMEDIATE FRAMING) DENOTES STANDARD FRAMING 16 INCHES ON CENTER WITH HEADERS INSULATED WITH A MINIMUM OF R-10 INSULATION. n LOG AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE THICKNESS OF 3.5 INCHES ARE EXEMPT FROM THIS INSULATION REQUIREMENT. MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE AND TWO FAMILY DWELLINGS AREA TO BE EXHUSTED EXHAUST RATES MECH. EXHAUST CAPACITY OF BATHROOMS - TOILET ROOMS, 50 CFM INTERMITTENT OR AND LAUNDRY ROOMS 20 CFM CONTINUOUS KITCHENS 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS INSULATION R- VALUE AND THICKNESS INSULATION R- VALUE THICKNESS (INCHES) R-10 2 (RIGID) R-11 3 1/2 R-13 3 1/2 R-15 3 1/2" (HIGH DENSITY) R-19 6 1/4 R-21 5 1 /2 R-25 8 TO 8 1/2 R-30 9 1 /2 R-38 12 R-49 15 1 /2 TABLE M1507.3.3.(1) CONTINUOUS WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS DWELLING UNIT FLOOR AREA (square feet) NUMBER OF BEDROOMS 0-1 2-3 4-5 6-7 >7 AIRFLOW IN CFM <1,500 30 45 60 75 90 1,501 - 3,000 45 60 75 90 105 3,001 - 4,500 60 75 90 105 120 4,501 - 6,000 75 90 105 120 135 6,001 - 7,500 90 105 120 135 150 > 7,500 105 120 135 150 165 FOR SI: 1 SQUARE FOOT = 0.0929 MZ, 1 CUBIC FOOT PER MINUTE = 0.0004719 M3/S. NOTE: 90 CFM CONTINUOUS APPLIES TO THE PROJECT. WHOLE HOUSE VENTILATION SYSTEM DESIGNED PER MECHANICAL CONTRACTOR UNDER SEPARATE PERMIT REQUIRED INSULATION FOR NEW AND EXISTING. (EXPOSED) FRAMING: WALLS: R-15 (2x4 FRAMING) R-21 (2x6 FRAMING) CEILING: R-49 IS WSEC REQ7. CONTRACTOR TO MAXIMIZE AMOUNT OF INSUL. IN EXISTING SPACE WITH PROPER VENTING FLOORING: R-38 IS WSEC REQ7. ALL DRYWALL TO BE SMOOTH FINISH. ALL NEW DOWNSPOUTS TO CONNECT TO NEW STORM DRAIN SYSTEM. SD SMOKE DETECTORS: PER IRC, SECTION R314.2.2: WHEN ALTERATIONS REQUIRING A PERMIT OCCUR, THE INDIVIDUAL DWELLING UNIT SHALL BE PROVIDED WITH SMOKE ALARMS AS REQUIRED FOR NEW DWELLINGS; THE SMOKE ALARMS SHALL BE INTERCONNECTIED AND HARD WIRED. THIS WILL OCCUR IN ALL AREAS ACCESSIBLE IN PROJECT SCOPE. VERIFY EXISTING SMOKE ALARM SET UP AND COORDINATE WITH EXIST. ALARM SYSTEM. PER 2015 IRC, SECTION R314.6: IF WIRING SMOKE ALARMS, EACH MUST HAVE A BATTERY BACKUP FOR WHEN PRIMARY POWER IS INTERRUPTED. SD/CM CARBON MONOXIDE DETECTORS: U PER IRC, SECTION R315.2: WHERE WORK REQ. A PERMIT OCCURS IN EXIST. DWELLINGS THAT HAVE ATTACHED GARAGES OR IN EXIST. DWELLINGS WITHIN WHICH FUEL -FIRED APPLIANCES EXIST, CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN ACCORDANCE w/ SECTION R315.3. PER IRC, SECTION R315.3: AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL -FIRED APPLIANCES ARE INSTALLED AND WITHIN DWELLING UNITS WITH ATTACHED GARAGES. A MINIMUM OF 75 PERCENT OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS M1507.3.4.4 VENTILATION OPENINGS. EACH HABITABLE SPACE SHALL BE PROVIDED WITH OUTDOOR AIR INLETS OR OPERABLE WINDOWS WITH AN OPENABLE AREA NOT LESS THAN 4 SQUARE INCHES OF NET FREE AREA OF OPENING FOR EACH 10 CFM OF OUTDOOR AIR REQUIRED BY TABLE M1507.3.3(1). WHERE OUTDOOR AIR SUPPLIES ARE SEPARATED FROM EXHAUST POINTS BY DOORS, PROVISIONS SHALL BE MADE TO ENSURE AIR FLOW BY INSTALLATION OF DISTRIBUTION DUCTS, UNDERCUTTING DOORS, INSTALLATION OF GRILLES, TRANSOMS, OR SIMILAR MEANS. DOORS SHALL BE UNDERCUT TO A MINIMUM OF 1/2 INCH ABOVE THE SURFACE OF THE FINISH FLOOR COVERING. INDIVIDUAL ROOM OUTDOOR AIR INLETS SHALL: 1. HAVE CONTROLLABLE AND SECURE OPENINGS; 2. BE SLEEVED OR OTHERWISE DESIGNED SO AS NOT TO COMPROMISE THE THERMAL PROPERTIES OF THE WALL OR WINDOW IN WHICH THEY ARE PLACED; 3. ANY INLET OR COMBINATION OF INLETS WHICH PROVIDE 10 CFM AT 10 PASCALS ARE DEEMED EQUIVALENT TO 4 SQUARE INCHES NET FREE AREA. VENTILATION OPENING SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY LEAVES OR OTHER MATERIAL. OPENINGS SHALL BE CONTROLLABLE, SECURABLE AND SHALL BE DESIGNED TO NOT COMPROMISE THE THERMAL PROPERTIES OF THE BUILDING ENVELOPE. VENTILATION OPENINGS SHALL BE LOCATED SO AS NOT TO TAKE AIR FROM THE FOLLOWING AREAS: 1. CLOSER THAN 10 FEET FROM AN APPLIANCE VENT OUTLET, UNLESS SUCH VENT OUTLET IS 3 FEET ABOVE THE OUTDOOR AIR INLET. 2. WHERE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES OR FLAMMABLE VAPORS. 3. A HAZARDOUS OR UNSANITARY LOCATION. 4. A ROOM OR SPACE HAVING ANY FUEL -BURNING APPLIANCES THEREIN. 5. CLOSER THAN 10 FEET FROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM UNLESS THE VENT OPENING IS AT LEAST 3 FEET ABOVE THE AIR INLET. 6. ATTIC, CRAWL SPACES, OR STORAGES. 7. ASPHALT ROOFS UNLESS IT IS SHOWN THAT NO OTHER LOCATION IS PERMISSIBLE. IN SUCH CASES THE INLET OPENING SHALL BE LOCATED A MINIMUM OF 2 FEET FROM THE NEAREST SURFACE OF THE ASPHALT ROOFING, MEASURED FROM THE INTAKE OPENING. M1507.3.5.3 OUTDOOR AIR INLETS. INLETS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY LEAVES OR OTHER MATERIAL. OUTDOOR AIR INLETS SHALL BE LOCATED SO AS NOT TO TAKE AIR FROM THE FOLLOWING AREAS: 1. CLOSER THAN 10 FEET FROM AN APPLIANCE VENT OUTLET, UNLESS SUCH VENT OUTLET IS 3 FEET ABOVE THE OUTDOOR AIR INLET. 2. WHERE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES OR FLAMMABLE VAPORS. 3. A HAZARDOUS OR UNSANITARY LOCATION. 4. A ROOM OR SPACE HAVING ANY FUEL -BURNING APPLIANCES THEREIN. 5. CLOSER THAN 10 FEET FROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM UNLESS THE VENT OPENING IS AT LEAST 3 FEET ABOVE THE AIR INLET. 6. ATTIC. CRAWL SPACES. OR STORAGES. M1507.3.6.5 OUTDOOR AIR INLETS. INLETS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY LEAVES OR OTHER MATERIAL. OUTDOOR AIR INLETS SHALL BE LOCATED SO AS NOT TO TAKE AIR FROM THE FOLLOWING AREAS: 1. CLOSER THAN 10 FEET FROM AN APPLIANCE VENT OUTLET, UNLESS SUCH VENT OUTLET IS 3 FEET ABOVE THE OUTDOOR AIR INLET. 2. WHERE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES OR FLAMMABLE VAPORS. 3. A HAZARDOUS OR UNSANITARY LOCATION. 4. A ROOM OR SPACE HAVING ANY FUEL -BURNING APPLIANCES THEREIN. 5. CLOSER THAN 10 FEET FROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM UNLESS THE VENT OPENING IS AT LEAST 3 FEET ABOVE THE AIR INLET. 6. ATTIC, CRAWL SPACES, OR STORAGES. M1507.3.7.3 OUTDOOR AIR INLETS. INLETS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY LEAVES OR OTHER MATERIAL. OUTDOOR AIR INLETS SHALL BE LOCATED SO AS NOT TO TAKE AIR FROM THE FOLLOWING AREAS: 1. CLOSER THAN 10 FEET FROM AN APPLIANCE VENT OUTLET, UNLESS SUCH VENT OUTLET IS 3 FEET ABOVE THE OUTDOOR AIR INLET. 2. WHERE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES OR FLAMMABLE VAPORS. 3. A HAZARDOUS OR UNSANITARY LOCATION. 4. A ROOM OR SPACE HAVING ANY FUEL -BURNING APPLIANCES THEREIN. 5. CLOSER THAN 10 FEET FROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM UNLESS THE VENT OPENING IS AT LEAST 3 FEET ABOVE THE AIR INLET. 6. ATTIC, CRAWL SPACES, OR STORAGES. simple Heating system size: wasnington state This heating system sizing calculator is based on the Prescriptive Requirements of the 2018 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This tool will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. Please complete the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop -down options, please contact the WSU Energy Program at energycode@energy.wsu.edu or (360) 956-2042 for assistance. Project Information Contact Information PAUL AND NANCY RESIDENCE BHARAT PATEL 7011 LAKE BA LINGER WAY 14008 38TH AVE NE EDMONDS, WASHINGTON 98026 SEATTLE WASHINGTON 98125 Heating System Type. 0All other Systems OHeat Pump To see detailed instructions for each section, place your cursor on the word "Instructions" Design Temperature Instructions Design Temperature Difference 46 Edmonds � AT =Indoor (70 degrees) -Outdoor Designn Temp Area of Buildine Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) 416 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) 9.0 3,744 Glazing and Doors U-Factor X Area = UA Instructions u-0.3 � - 0.300 558 167.47 M Skylights U-Factor X Area = UA Instructions 0.50 ® 4.00 Insulation Attic U-Factor X Area = UA Instructions SelectR-value No selection --- Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions R-38 vented ZA 0.027 1,592 42.98 Above Grade Walls (. R ure 1) U-Factor X Area UA In ions R-2t Intermediate 0.056 3,664 205.17 Floors U-Factor X Area UA Ir, one 0.025 1,803 45.06 R-38 Below Grade Walls swF -1 U-Factor X Area UA Instructions Select R-value No selection 0 --- Slab Below Grade (MFigures 1) F-Factor X Length UA Select conditioning No selection 0 --- Slab on Grade tseeR urn 1) F-Factor X Length UA Instructions R-10 perimeter 7P 0.540 45' Location of Ducts Instructions Duct Leakage Coefficient Unconditioned Space 1.10 Sum of UA 464.68 Envelope Heat Load 21,375 Btu / Hour Figure 1. Sum of UA x AT Air Leakage Heat Load 1,860 Btu / Hour Volume x 0.6 x oT x 0.018 Above Grade Building Design Heat Load 23,235 Btu / Hour Below Grade Air leakage + envelope heat loss Building and Duct Heat Load 25,559 Btu / Hour Ducts in unconditioned SDace: sum of building heat loss x 1.10 Ducts in conditioned space: sum of building heat loss x 1 Maximum Heat Equipment Output 31,949 Btu / Hour Buildino and duct heat loss x 1.40 for forced air furnace Buildino and duct heat loss x 1.25 for heat Dumb (07101113) 15 Energy Program Insulation Certificate for Residential New Construction WASIIINGWN STATE UNIVERSITY Permit #: House address or lot number: Walls Blown or Sprayed Fiberglass or Cellulose - Walls Type of insulation: R-value per inch: Manufacturer: Coverage area: R-value: Bag count: Floor Blown or Sprayed Fiberglass or Cellulose - Ceiling Type of insulation: R-value per inch: Manufacturer: Coverage area: R-value: Bag count: Flat Ceiling/Attic Sprayed Polyurethane Foam (SPF) Type of insulation: Density: Manufacturer: Installed thickness: R-value: R-value of installed thickness: Single Rafter Joist Vaulted Ceiling Building component installed: (circle one) walls floor ceiling Type of insulation: Manufacturer: R-value: Insulation Installer Company name: Installer name: Installer signature: Date: Phone number: Email: Washington State Energy Code Reference: R303.1 Identification. Materials, systems and equipment shall be identified in a manner that will allow a determination of compliance with the applicable provisions of this code. R303.1.1 Building thermal envelope insulation. An R-value identification mark shall be applied by the manufacturer to each piece of building thermal envelope insulation 12 inches (305 mm) or greater in width. Alternately, the insulation installers shall provide a certification listing the type, manufacturer and R-value of insulation installed in each element of the building thermal envelope. For blown or sprayed insulation (fiberglass and cellulose), the initial installed thickness, settled thickness, settled R-value, installed density, coverage area and number of bags installed shall be listed on the certification. For sprayed polyurethane foam (SPF) insulation, the installed thickness of the areas covered and R-value of installed thickness shall be listed on the certification. For insulated siding, the R-value shall be labeled on the product's package and shall be listed on the certification. The insulation installer shall sign, date and post the certification in a conspicuous location on the job site. Exception: For roof insulation installed above the deck, the R-value shall be labeled as required by the material standards specified in Table 1508.2 of the International Building Code or Table R906.2 of the International Residential Code. RESUB Nov 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 a W v Q o N � W W0 a V VLUa Z94 Z W-J3: Q J3 mH Z NWZ 06 aoIx L .J W Q O CL J E W u ~ azN .5 �WGo 0) � 00 co QJ N aO�CV 2oQ,oLu ' CIO to) CL 0 0 J W .6 w H ire Q C 2 W Q h � Z W CL Z REVISIONS: CADD FILE: DATE: 11-30-21 DRAWN BY: N.NADERI CHECKED BY: ENERGY NOTES ENERGY NOTES N.T.S. 1 G 1.01 G1.01 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) These requirements apply to all IRC building types, including detached one- and two-family dwellings and multiple single-family dwellings (townhouses). Project Information Contact Information 7011 LAKE BALLINGER WAY JBHARAT PATEL EDMONDS, WASHINGTON 98026 206-228-0196 OR patel.bharat@gmail.com Instructions: This single-family project will use the requirements of the Prescriptive Path below and incorporate the minimum values listed. Based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Provide all information from the following tables as building permit drawings: Table R402.1- Insulation and Fenestration Requirements by Component, Table R406.2 - Fuel Normalization Credits and 406.3 - Energy Credits. Authorized Representative Date 09/10/2022 All Climate Zones (Table R402.1.1) R-Value a U-Factor a Fenestration U-Factor b n/a 0.30 Skylight U-Factor b n/a 0.50 Glazed Fenestration SHGC be n/a n/a Ceiling a 49 t 0.026 Wood Frame Wall 9,1 21 int 0.056 Floor 30 0.029 Below Grade Wall `•h 10/15/21 int + TB 0.042 Slab d,f R-Value & Depth 1 10, 2 ft I n/a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity that is less a than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. The fenestration U-factor column excludes skylights. "10/15/21 +5TB" means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on b the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at c the interior of the basement wall. "10/15/21 +5TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "5TB" means R-5 thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See Section R402.2.9.1. For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth e extends over the top plate of the exterior wall. R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter f slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used, it shall meet the requirements for thermal barriers protecting foam plastics. For log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for g climate zone 5 of ICC 400. Int. (intermediate framing) denotes framing and insulation as described in Section A103.2.2 including standard h framing 16 inches on center, 78% of the wall cavity insulated and headers insulated with a minimum of R-10 insulation. 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel normalization credits) and Table 406.3 (energy credits) to achieve the following minimum number of credits. To claim this credit, the building permit drawings shall specify the option selected and the maximum tested building air leakage, and show the qualifying ventilation system and its control sequence of operation. 1. Small Dwelling Unit: 3 credits Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area. Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf. 2. Medium Dwelling Unit: 6 credits All dwelling units that are not included in #1 or #3 3. Large Dwelling Unit: , credits Dwelling units exceeding 5,000 sf of conditioned floor area 4. Additions less than 500 square feet: 1.5 credits All other additions shall meet 1-3 above Before selecting your credits on this Summary table, review the details in Table 406.3 (Single Family), on page 4. Summary of Table R406.2 Heating Fuel Normalization Descriptions Credits - select ONE User Notes Options heating option 1 Combustion heating minimum NAECAb 0.0 ❑ 2 Heat pump` 1.0 0 3 Electric resistance heat only - furnace or zonal -1.0 ❑ 4 DHP with zonal electric resistance per option 3.4 0.5 ❑ 5 All other heating systems -1.0 ❑ Credits - select ONE energy option from each category 0.5 Energy Options p Energy Credit Option Descriptions Efficient Building Envelope Efficient Building Envelope Efficient Building Envelope 1.1 1.2 1.0 ❑ 1.3 0.5 1.0 ❑ ❑ 1.4 Efficient Building Envelope 1.5 Efficient Building Envelope 2.0 ❑ 1.6 Efficient Building Envelope 3.0 ❑ 1.7 Efficient Building Envelope 0.5 ❑ 2.1 Air Leakage Control and Efficient Ventilation 0.5 ❑ 2.2 Air Leakage Control and Efficient Ventilation 1.0 ❑ 2.3 Air Leakage Control and Efficient Ventilation 1.5 0 2.4 Air Leakage Control and Efficient Ventilation 2.0 ❑ 3.1a High Efficiency HVAC 1.0 ❑ ❑ ❑ ❑ ❑ ❑ 3.2 High Efficiency HVAC 1.0 3.3a High Efficiency HVAC 1.5 3.4 High Efficiency HVAC 1.5 3.5 High Efficiency HVAC 1.5 3.6a High Efficiency HVAC 2.0 4.1 High Efficiency HVAC Distribution System High Efficiency HVAC Distribution System 0.5 4.2 1.0 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Summary of Table R406.2 (cont.) Energy TCredits - select ONE Energy Credit Option Descriptions (cont.) energy option from User Notes Options each category d 5.1d Efficient Water Heating 0.5 ❑ 5.2 Efficient Water Heatine 0.5 ❑ 5.3 1 Efficient Water Heating 1.0 1.5 0 NEW WATER HEATER ❑ 5.4 Efficient Water Heating 5.5 Efficient Water Heating 2.0 ❑ 5.6 Efficient Water Heating 2.5 ❑ NEW ENERGY STAR APP. I CLEAR FORM 6.1e Renewable Electric Energy (3 credits max) 1.0 7.1 Appliance Package _ Total Credits 0.5 a. An alternative heating source sized at a maximum of 0.5 W/sf (equivalent) of heated floor area or 500 W, whichever is bigger, may be installed in the dwelling unit. b. Equipment listed in Table C403.3.2(4) or C403.3.2(5) c. Equipment listed in Table C403.3.2(1) or C403.3.2(2) d. You cannot select more than one option from any category EXCEPT in category 5. Option 5.1 maybe combined with options 5.2 through 5.6. See Table 406.3. e. 1.0 credit for each 1,200 kWh of electrical generation provided annually, up to 3 credits max. See the complete Table R406.2 for all requirements and option descriptions. Please print only pages 1 through 3 of this worksheet for submission to your building official. Prescriptive Path - Single Family 2018 Washington State Energy Code-R 1 Prescriptive Path - Single Family 2018 Washington State Energy Code-R 2 Prescriptive Path - Single Family 2018 Washington State Energy Code-R RESUB Nov 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 a W Q o `O Z N � W W0 a U ULUa ZK4 Z LU Z N Lu Z 06 aoIx J L .J W Q O CL J E o W u ~ azN .5 �WGo 0) 0 � CO M QJ N aO�CV- 2 O t 'p m� LU N N C L 0 LL. 0 J W o < iS w H ire Q IC Q 2 W Q y Ix W a Z REVISIONS: CADD FILE: DATE: 11-30-21 DRAWN BY: N.NADERI CHECKED BY: ENERGY NOTES ENERGY NOTES N.T.S. 1 G 1.02 G1.02