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REV2 APPROVED BLD RESUB 1-BLD2022-1025+Architectural_Plan+8.31.2023_6.48.55_AM+3757323SYM. NO. WINDOW SCHEDULE - BASEMENT I WIDTH HEIGHT AREA WINDOW TYPE U-VALUE COMMENTS BASEMENT FLOOR 1 6'- 0" 4'- 6" 27 SF SLIDER 0.28 EGRESS 3 2'- 0" 4'- 0" 8 SF SINGLE HUNG 0.28 TEMP. GLASS 4 1' -10" 6'- 0" 11 SF SINGLE HUNG 0.30 TEMP. GLASS 5 1' -10" 6'- 0" 11 SF SINGLE HUNG 0.30 TEMP. GLASS Grand total 57 SF DOOR SCHEDULE - BASEMENT SYM. N0. WIDTH HEIGHT DOOR TYPE COMMENTS BASEMENT FLOOR D3 2'- 8" 6' - 8" SINGLE POCKET D5 2'-8" 6' - 8" SINGLE POCKET D10 2'-8" 6' - 8" SINGLE PANEL D11 2' - 6" 6' - 8" SINGLE PANEL D20 2'- 8" 6' - 8" SINGLE PANEL D28 2'-8" 6' - 8" SINGLE PANEL D30 2'-8" 6' - 8" SINGLE PANEL D31 6-0" 6-10" SLIDING GLASS PATIO (TEMP.) D33 2' - 8" 6' - 8" SINGLE POCKET D34 2' - 8" 6' - 8" SINGLE POCKET D35 6' - 0" 6' - 8" 1 DOUBLE GLASS (TEMP.) B C RESUB Sep 01 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 10 - I REVISION I APPROVED ALL WORK SUBJECT Sep 01 2023 PLANS MUST BE TO FIELD CITY OF EDMONDS INSPECTION FOR DEVELOPMENT SERVICES N ON JOB SITE DEPARTMENT 9 CODE COMPLIANCE - - - - - REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION /7oxovais o� BUILDING OFFICIAL Sep 13 2023 APPROVED DATE 4`3D View 3 The following documentation shall be available on site for the building inspector: ■ - 0 COE APPROVED ARCHITECTURAL PLAN SET ■ nxCOE APPROVED STRUCTURAL PLAN SET COE REVIEWED CALCULATION PACKET ■ ENERGY CREDIT WORKSHEET ❑ SITE PLAN - II CIVII PLAN - F1 REVISED SHEETS A5,A6,S2,S3,S4 AND S5 DATED REVISION 9/01/2023 F] ■ ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 ■ SEE SHEET A6 FOR KEYNOTE SCHEDULES IC ©A11" G 10' - 6 3/8" 13' - 7 7/8" 11' - 6" 4 IVA IEP STORAGE SHELVES.® SPACE 0 NEW POST FXISTIN('g FT(, uu�► .. .----- _ I BELOW) I c.o. S.D. II III EXERCISE � I II II ELIMINATE REVISED 3/5/23 1 J K 01 - PERIMETER RIGID INSULATION AT NEW FOUNDATION AREAS PER SECTON 1/A8 O ROOM N POST O - HIDDEN CABINET 8 — — DOOR ACCESS TO — — — HANDRAIL EXERCISE ROOM FOUNDATION WALL I RECREATION ROOM (SEE STRUCTURAL PLAN) - a, UP I I I I I I I I I 07 NEW BEAM o, IN CEILING I I I II ED BUILT IN CABINET II II II I II I I I 27 I II I II I I 4' - 0" 12' - 2" NEW POST -11-- 4' ACCESS TO - - - - STORAGE UNDER STAIRS ® Cl) w/ CUBBIES OR BINS PER AU N D R D o C.O. S.D. N 00 � I I r, OWNER.- 7 DRY'R WASH'R D34 BATH ----- -- -�- - 4'- 0 1/8" " o ` OUTSIDE SHOWER D28 - FLOOR DRAIN CV I 6 - _ 2X PLUMBING MBING WALL a N M 11' - 6 da S.D. 5 BATH - �, a 4'- 0 1/8" 4' - 11" 4' - 3 1/4' 00 O D33 POSSIBLE NEW I 2X4 FURRED OUT WALL w/ R-21 BATT INSULATION 5'- 5 1 /2" Q2 o LO v W.I.C. (.0 4 POST TO ELIMINATE c'4 STEEL BEAM ABOVE. Cl) II I 11 BEDROOM 3' T - 7 7/8" � I I I I 13' - 2 3/8" I I I 24' - 2 1/4" I I I I I ------- ------ I I I BASEMENT FLOOR 1/4" = 1'-0" PC PATIO - DUCTLESS HEAT REGISTERS PER MECHANICAL CONTRACTOR SPECIFICATIONS. I UP ---- --- - co M LO CD M LO CV N M in M Cn 0 CV V Z N 00 OD C> Z a E CL Y= m w a u, w ,� a� O J� U �M� C') (6 Z co N C W - o°' W op O W a H U *_0j O U 00 CN z Q LU o Q LL. z LL. `0 (� o L U LLJ V 3i Z Q \w Z Q o _ 1.� Z L0 � Q m N io 0 y 0 Z PROJECT NO. 220705 DESIGNED BY TL DRAWN BY TL & RIM CHECKED BY TL CONSTRUCTION SET 2 SHEET NO. A5 PRINT DATE 3/5/2023 10:29:25 AM F__1A DOOR SCHEDULE am SYM. NO. WIDTH HEIGHT DOOR TYPE COMMENTS BASEMENT FLOOR D3 2'- 8" 6' - 8" SINGLE POCKET D5 2'- 8" 6'-8" SINGLE POCKET D10 2'- 8" 6'-8" SINGLE PANEL D11 2' - 6" 6'- 8" SINGLE PANEL D20 2' - 8" 6' - 8" SINGLE PANEL D28 2'- 8" 6'-8" SINGLE PANEL D30 2'- 8" 6'-8" SINGLE PANEL D31 8'- 0" 6-10" SLIDING GLASS PATIO (TEMP.) D33 2'- 8" 6' - 8" SINGLE POCKET D34 2'- 8" 6' - 8" SINGLE POCKET D35 16'- 0" 6' - 8" DOUBLE GLASS (TEMP.) 1 ST FLOOR D12 16' - 0" 8' - 0" OVERHEAD GARAGE DOOR INSULATED STEEL DOOR D13 3-6" 8' - 0" SINGLE ENTRY - CONTEMPORARY (TEMP.) (U=0.28) TEMP. GLASS D14 2'- 8" 8'- 0" SINGLE PANEL D15 2'- 8" 8'-0" SINGLE PANEL D16 8'- 0" 8' - 0" OVERHEAD GARAGE DOOR INSULATED STEEL DOOR D17 2'- 8" 8'-0" SINGLE PANEL D18 5'- 0" 8'- 0" BI-PASS CLOSET DOOR D19 6-0" 8' - 0" DOUBLE GLASS (TEMP.) (U=0.28) TEMP. GLASS D21 2'-8" 8'-0" SINGLE POCKET D22 2'- 6" 8'-0" SINGLE POCKET D23 2'- 8" 8'-0" SINGLE PANEL D24 12' - 0" 8' - 0" Door-NanaWall-WD-66 (U=0.28) TEMP. GLASS D25 4'- 0" 8' - 0" BI-PASS CLOSET DOOR D26 6'- 0" 8' - 0" BI-PASS CLOSET DOOR D27 2'-8" 8' - 0" SINGLE PANEL 1 3/8" SOLID CORE w/ SELF CLOSING MECH. D29 2'-8" 6'- 8" SINGLE ENTRY EXTERIOR DOOR AT DECK FENCE GRID 1 Ad WINDOW SCHEDULE SYM. NO. WIDTH HEIGHT AREA WINDOW TYPE U-VALUE COMMENTS BASEMENT FLOOR 1 6' - 0" 4' - 6" 27 SF SLIDER 0.28 EGRESS 3 2'-0" 4' - 0" 8 SF SINGLE HUNG 0.28 TEMP. GLASS 4 1' -10" 6-10" 11 SF SINGLE HUNG 0.30 TEMP. GLASS 5 1' -10" 6' - 0" 11 SF SINGLE HUNG 0.30 TEMP. GLASS 1 ST FLOOR 6 7' - 0" 5' - 0" 35 SF DOUBLE SLIDER 0.28 7 10' - 0" 5' - 0" 50 SF DOUBLE SLIDER 0.28 8 4' - 0" 6' - 0" 24 SF PICTURE (FIXED) 0.28 9 4'-0" 6' - 0" 24 SF PICTURE (FIXED) 0.28 10 4'-0" 6' - 0" 24 SF PICTURE (FIXED) 0.28 11 9' - 0" 6' - 0" 54 SF DOUBLE SLIDER 0.28 EGRESS. SEE ELEV. FOR GRIDS 13 5' - 0" 5' - 0" 25 SF SLIDER 0.28 EGRESS 14 4' - 0" 2'- 0" 8 SF PICTURE (FIXED) 0.28 15 4'- 0" 2'- 0" 8 SF PICTURE (FIXED) 0.28 16 4' - 0" 2' - 0" 8 SF PICTURE (FIXED) 10.28 1 ST FLOOR PLATE 18 2'-0" 1' - 3" 3 SF PICTURE (FIXED) 0.28 19 2' - 0" 1' - 3" 3 SF PICTURE (FIXED) 0.28 20 2' - 0" 1' - 3" 3 SF PICTURE (FIXED) 0.28 24 2' - 0" 3'- 0" 6 SF SKYLIGHT 0.50 TEMP. GL. SKYLIGHT 25 2' - 0" 3' - 0" 6 SF SKYLIGHT 0.50 TEMP. GL. SKYLIGHT 26 4' - 0" 4'- 0" 16 SF SKYLIGHT 0.50 TEMP. GL. SKYLIGHT 27 3' - 0" 1' - 6" 5 SF PICTURE (FIXED) 0.28 28 2' - 0" 3' - 0" 6 SF SKYLIGHT 0.50 TEMP. GL. SKYLIGHT 29 2' - 0" 3'- 0" 6 SF SKYLIGHT 0.50 TEMP. GL. SKYLIGHT 30 3' - 0" 1' - 6" 5 SF PICTURE (FIXED) 0.28 31 3' - 0" 1' - 6" 5 SF PICTURE (FIXED) 0.28 Grand total 378 SF 01 GARAGE DOOR: PROVIDE 1 3/8" SOLID CORE OR 20 MIN. FIRE RATED RATED DOOR BETWEEN HOUSE AND GARAGE. DOOR TO BE EQUIPPED WITH A SELF -CLOSING DEVICE. (R302.5.1) 02 LANDINGS: THERE SHALL BE A FLOOR OR LANDING AT EACH SIDE OF EACH EXTERIOR DOOR. LANDING OR FLOOR SHALL BE A MAX. 1.5" LOWER THAN THE TOP OF THE THRESHOLD- 7 3/4" IS PERMITTED AT EXTERIOR DOORS THAT DO NOT SWING OVER THE LANDING. MAX. LANDING SLOPE IS 1/4:12. (R311.3.1 & 311.3.2) 03 GARAGE WALL: SEPARATION FROM GARAGE AND RESIDENCE SHALL HAVE 1/2" GYPSUM BOARD APPLIED TO GARAGE SIDE. A 5/8" TYPE "X" GWB OR EQUIV. IS REQUIRED BETWEEN THE GARAGE AND HABITABLE SPACE ABOVE THE GARAGE. (R302.6 & TABLE 302.6) 04 COOKING APPLIANCES: HOUSHOLD COOKING APPLIANCES SHALL BE LISTED AND LABELED AND INSTALLED IN ACCORDANCE WITH MAN UF. SPECS. RANGE HOOD SHALL HAVE LIGHT & 100 CFM MIN. EXHAUST FAN AND BE VENTED TO OUTSIDE WALL. EXAHUST HOOD SYSTEMS IN EXCESS OF 400 CFM SHALL BE PROVIDED WITH MAKE UP AIR IN THE AMOUNT EQUIV. TO THE EXHAUST RATE. (M1503) 05 CRAWLSPACE OPENING: MIN. 18"x24" THROUGH THE FLOOR OR MIN. 16"x24" THROUGH THE PERIMETER WALL. (R408.4) 07 STAIR TREADS AND RISERS (R311.7): MAX. RISER HEIGHT SHALL BE 7 3/4". RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. DIFFERENCE IN RISER HEIGHTS SHALL NOT EXCEED 3/8". THE MIN. TREAD DEPTH SHALL BE 10". DIFFERENCE IN TREAD DEPTH SHALL NOT BE GREATER THAN 3/8". FIREBLOCK STAIRS PER IRC 302.11. ALL STAIRS TO BE PROVIDED WITH A LIGHT AND SWITCH AT TOP AND BOTTOM OF STAIRS (R303.7). STAIR LANDINGS REQUIRED AT TOP AND BOTTOM (311.7.6) 09 DIRECT VENT ZERO CLEARANCE GAS FIREPLACE SHALL BE INSTALLED PER MANUFACTURER SPECS. AND IN STRICT ACCORDANCE W/ LOCAL BUILDING CODES. MUST BE U.L. LISTED. (M1303/ G2427.2.1) 10 DRYER: VENT TO OUTSIDE AND PER MANUFACTURER SPECICATIONS. DUCTS SHALL HAVE A SMOOTH INTERIOR FINISH AND CONSTRUCTED OF METAL. MAX. DUCT LENGTH PER TABLE M1502.4.4.1 OR M1502.4.4.2. (M1502) 11 TYPICAL EXTERIOR WALL: SIDING o/ INFILTRATION BARRIER o/ EXTERIOR SHEATHING PER STRUCTURAL PLANS o/ 2X6 STUDS @ 16" O.C. w/ R-21 BATT INSULATION AND 1/2" MIN. GWB AT INSIDE FACE w/ P.V.A. PRIMER. 12 PILOTS, BURNERS, & SWITCHES TO BE 18" MIN. ABOVE FLOOR. ALL APPLIANCES TO BE U.L. RATED. DUCTS IN GARAGE AND THOSE PENETRATING THE WALLS OR CEILINGS SEPARATING THE GARAGE FROM THE DWELLING SHALL BE 26 GA. SHEET STEEL AND SHALL HAVE NO OPENINGS IN THE GARAGE. WATER HEATERS SHALL BE ANCHORED AGAINST MOVEMENT AND OVERTURNING IN ACCORDANCE WITH M1307.2. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. 14 ATTIC ACCESS: MIN. 22"X30" AND REQUIRED AT AREAS GREATER THAN 30 SQ. FT. AND VERTICAL HEIGHT OF 30" OR GREATER. (R807.1) SEE M1305.1.3 FOR ADDITIONAL REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTIC. 17 CLOSET ROD w/ VINYL COATED WIRE SHELF 18 CLOSET SHELVING AND DRAWER ORGANIZERS PER BUILDER SPECS. 19 TEMP. GLASS DOOR 26 TEMPERED GLASS SHOWER DOOR AND ENCLOSURE. 1/2" GWB UNDER STAIRWAY IN ENCLOSED SPACES. HYDROBLOK OR EQUIV. SHOWER PAN w/ TILE SURROUND. PROVIDE TEMP. GLASS DOOR AND ENCLOSURE. CENTER OR 27 28 CONCEALED FLOOR DRAIN PER BUILDER/OWNER SPECS. REVISED 3/15/23 A B C E F G H J K 1 A9 23' - 6" 47' - 2 1/4" 2'-51/2" 8'-0" 2'-41/2" 10,-21/2" 15'-71/4" 13'-0" 3'-0" T-0" 401 3' 6" 1 --- DUCTLESS HEAT - - SOAKING TUB A8 PUMP SYSTEM. I 6' _ p�� 1 IN 22" HIGH DECK I 1 1 ' ----- 2030 TEMP. GLASS 28J % SKYLIGHT - - - 12'-3" Zfl 2 4 1/2" " r - 4040 TEMP. GLASS - STATE XPX66 c0 3'- 0" DHPTNE ELEC. �; HWT SKYLIGHT HEAT PUMP WATER 26 80CFM C° ` SYSTEM. (2.0 CU) -- JI 0 - 1 4' 11 1/2" PRI�UI RY SU;ITE i BATH-- V.T.O.L-- --J 10 12 BEDROOM 2 LINEN CABINET 17 18 VAULTED S10 ISSOR TRUSS N 'n CV D18 cli D22 eo 05 SHIP'S LADDER D25 TO LOFT _ 8'-83/4"0 4'-0" 4' 3" 4'-0" �I S.D. C.O. O 03 y I D15 D17 18 y "S.D.S.D. ' E=====1 09 AS FIREPLACE BUILT IN DRESSERS GARAGE D21 D26 3'- 7 3/4" (4) 2x6's N DUCTLESS HEAT o REGISTERS PER O LOFT AREA N MECHANICAL 9 - - - - - ABOVE _ - - N - - - CONTRACTOR HEAT C _ SPECIFICATIONS. ELECTRIC VEHICLE Lo ALARM/SENSOR iE==== o CHARGING STATION I� o STEP 7 M M ,D27 ®a 150 CFM HOLE HOUSE FAN 09 (V.T.O.) - - 8 9 - 01 , ® (2) 2030 TE P. GLASS fDE14 NATED - X`\ o SKYLIGHT M ARKING___3'-23/8" 5'-31/2" 3'-23/8" E L- --J L --J - A2 M LAU DRY WASH'R co O cfl aoO HANDRAILi 07 GREAT ROOM 8 V.T.O. N DRYER " Dt 10 14 I I D23 A4 10 03 I _ 36"HIGH GUARDRAIL 19 2'- 11 0 ca ' - 0 /2" I 24 7 - � - - I - c:) I - T-10" - - - - - NTRY 1 w Qa- V/ \ wiz - 3/4" �� 1 cv 6 - - - - - - - - -M - - 4'- 0" _ pOPEN SHELF - - CABINET PER o0e 02 04 1 1' - 9" 16'- 0" 1' - 9" OWNER SPECS. --- POCKET WINDOW 5 - N - - - - - - D13 - _ _ INTO WALL PER - - SPECIFICATIONS. Ii oe 4'- 11 1 /2„ 4'- 6 1/2",, 9'-6" \ N 1 1 �® COVEREDI 04 0 0 PORCH 0 DECK ® WATERPROOF MEMBRANE DECKING III11111 SURFACE WITH MIN. Hiiii111 1 I I IDINING ROOM D.W. 1/4" SLOPE. SEE o - Illuluu I 10 �W1Wu� KIT HEN 0')-i CROSS SECTION AND - - - DETAILS. -- DBL.OVENS M 4 - - - - - - - - - - - FULL HEIGHT CABINET O 04 OPEN SHELF 2 D19 N-------- 9 1 T - 6" 2' - 11 1 /2" A A9 02 _ \ \ \ 15'-0 ------ v 1 COVERED DECK N � DECK WATERPROOF MEMBRANE DECKING \ SURFACE WITH MIN. / 1 1/4" SLOPE. SEE CROSS SECTION AND 1 1 DETAILS. I I I I I I DN I I I I I I 7'-6" T-6" FENCE SCREENING - SEE ELEVATIONS. I I. 19'-6" 9'-8" 14'-10" 1 I. 120'-81/4" 6'. I. 1ST FLOOR 1/4" = 1'-0" u .• B LD2022-1025 V Z _ N 00 OD C> Z a E CL Y= m LL a u, w O J� U M62 Z oo N C W 0 a) W op 0 Lu n REVISION Sep 01 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 01 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ui *_0 00 ON z Q Lu >- o z QLL LL `O C) Lu LLI V 3i Z Q Z W Q o _ 1.� Z Q Qm CV co c 0 y D_ 0 z PROJECT NO. 220705 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL CONSTRUCTION SET 2 SHEET NO. PRINT DATE 3/21/2023 3:16:06 PM 's L--- J EXTERIOR WALLS NOT MARKED SHALL BE swi HOLDDOWNS CALLED OUT ARE LOCATED AT BASE OF SHEAR WALLS. SEE SHEET S1 FOR HDU ANCHOR SCHEDULE AND SHEET S7 FOR SHEAR WALL SCHEDULE ---I LOWER FLOOR SHEARWALLS SCALE: 1 /8" = 1'-0" EXTEND INSIDE FACE SHTG. CONT. THRU CORNER. NOTCH AT TOP AND BOTTOM PLATES. SW6 Ll I R I � G 63 L SW2---, r--= SW2 �sMSTc�8B3 EXTERIOR WALLS NOT MARKED SHALL BE swi HOLDDOWNS CALLED OUT ARE LOCATED AT BASE OF SHEAR WALLS. SEE SHEET S1 FOR HDU o_ ANCHOR SCHEDULE AND SHEET S7 FOR SHEAR WALL SCHEDULE U) 1*1 MAIN FLOOR SHEARWALLS SCALE: 1/8" = 1'-0" Ross Engineering Design Inc ryan.ross@rossengineer.com REVISION Sep 01 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 01 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 2.23.2023 yPN N. RO � pF WAS,yiN S �n Z J B# 21 18 46411 �0 'PFG/STER�� QW- ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGINEERING DESIGN W o u 0%, z Q W 0 Q W Z 0 0 _ O Q LJJ � w W �i 06 \w z LIL O Q Q Q Lo N 0 0 r a �L i.i 0 O Z PROJECT NO. 220705 DESIGNED BY RR DRAWN BY RR CHECKED BY RR SHEET: S2 PRINT DATE 2/23/2023 11:48 AM FOUNDATION NOTES • VERIFY ALL DIMENSIONS AND FIELD CONDITIONS PRIOR TO COMMENCING ANY WORK. • GENERAL CONTRACTOR AND/OR FOUNDATION CONTRACTOR SHALL VERIFY THE LOCATION OF ANCHOR BOLTS AND HOLDOWNS PRIOR TO POURING CONCRETE. • ALL FOOTING SHALL BEAR 18" BELOW UNDISTURBED NATURAL SOIL. FINISHED GRADE SHALL BE NO LESS THAN 12" ABOVE BOTTOM OF FOOTINGS. • TOP OF FOOTING SHALL BE LEVEL. BOTTOM SURFACE OF FOOTING SHALL NOT SLOPE MORE THAN 10%. STEP FOOTING AS NECESSARY TO MAINTAIN MIN. DEPTH OF FOOTING BELOW FINISHED GRADE. • FOUNDATION WALL SHALL EXTEND MINIMUM 6" ABOVE FINISHED GRADE. • ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. • UNLESS NOTED OTHERWISE OR IN SHEAR WALL SCHEDULE, ALL ANCHOR BOLTS SHALL BE%" dia. x 10" AND EXTEND MINIMUM 7" INTO CONCRETE WITH MINIMUM SPACING OF 48" ON CENTER. EACH ANCHOR BOLT SHALL HAVE A 3"xYx.229" GALVANIZED WASHER. • SEE SHEARWALL & HOLDOWN SCHEDULES FOR SIZE AND PLACEMENT. • CRAWLSPACE ACCESS SHALL BE A MIN. OF 18"x24". OPENINGS THROUGH A PERIMETER WALL SHALL BE NOT LESS THAN 16"x24". (R408.4) • PROVIDE A 6 MIL. BLACK VAPOR BARRIER OVER ALL CRAWLSPACE AREAS. (R406.3.2) • PROVIDE 2" SAND OVER 6 MIL BLACK VAPOR BARRIER OVER 4" COMPACTED GRANULAR FILL UNDER ALL CONCRETE SLABS. • PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS ARE IN PLACE. • ALL ISOLATED SPREAD FOOTING TO BE 24"x24"x8" REINFORCE FOOTINGS WITH (2) #4 BARS EACH WAY UNLESS NOTED OTHERWISE IN PLAN. • FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM TOP OF FOOTING TO FINISHED GRADE. (R406.1) • SEE SIMPSON RECOMMENDATIONS FOR HOLD DOWN PLACEMENT. COORDINATE LOCATIONS WITH DOOR & WINDOW ROUGH FRAMING TO PROVIDE ACCURATE DIMENSION FOR OPENINGS. FOUNDATION VENT CALCS. (R408.1) PROVIDE 1 SQ. FT. OF VENTILATION FOR EVERY 300 SQ. FT. OF CRAWLSPACE. FOUNDATION VENTS SHALL BE EXTRUDED, LOAD BEARING 16"x8" VENTS. PROVIDE A MINIMUM OF (1) FOUNDATION VENT WITHIN T-0", BUT NOT WITHIN THE FIRST 1'-0" OF EACH CORNER OF CRAWLSPACE. ASSUMED VENTS ARE MIN. 15.5"x6" AND HAVE A NET FREE VENTILATION AREA OF .48 SQ. FT. FOUNDATION VENT CALCULATIONS CRAWLSPACE AREA 231 SQ FT NET VENTILATION AREA / 300 SQ FT 0.77 NET AREA NUMBER OF VENTS REQ'D NET AREA / 0.48 2 OPTIONAL POWER VENT CRAWLSPACE HEIGHT 3 46.2 C 11 immmi MIEN N N MIEN K, NOTE ! ALL FOUNDATION WALLS TO BE 8" UNLESS CALLED OUT OTHERWISE. LEGEND STEM WALL — FOOTING CONCRETE SLAB WALLS/ FIXTURES OVER EXISTING CONCRETE FOOTING SCHEDULE SYM. FOOTING SIZE RE -BAR PLACEMENT F-01 '16"x8" CON'T. (2) #4 CON'T. F-02 24"x24"x8" (2) #4 EA. WAY F-03 *24"x24"x8" (2) #4 EA. WAY F-04 �30"00"&' (3) #4 EA. WAY F-05 *36"x36"x8" (3) #4 EA. WAY F-06 *42"x42"x8" (4) #4 EA. WAY F-07 30"x30"x8" (3) #4 EA. WAY F-08 `36N24'W" (3) #4 EA. WAY F-09 NOT USED F-10 NOT USED F-11 `20"x16"x8" (2) #4 EA. WAY F-12 16"x8" CON'T. (2) #4 CON'T. NOTE: 'EXTERIOR FOOTINGS SHALL BE MIN. 18" BELOW GRADE AND REST ON BEARING SOIL. � U2Y FOUNDATION PLAN I SCALE: 1 /4" = 1'-0" Ross Engineering Design Inc ryan. ross@rossengineer.com REVISION Sep 01 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 01 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 2.23.2023 y 10, N. RCS pE WASyiti S 0 J B# 21 18 46411 QSTERE� SS�ONAI. ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGINEERING DESIGN W o 00 z Q LJJ 0 Q W Z 0 0 _ O LJJ � w W 06 \w Z Q LLM O L Q 0 a L0 (`) N a 0 c 0 a rn a> 0 6 Z PROJECT NO. 220705 DESIGNED BY RR DRAWN BY RR CHECKED BY RR SHEET: S3 PRINT DATE 2/23/2023 4:26 PM BEAM SCHEDULE SYM. BEAM BM-01 48 DF#2 OR BETTER BM-02 410 DF#2 OR BETTER BM-03 NOT USED BM-04 3.5"x11.25" PSL BM-05 3.125"x9" GLULAM BM-06 3.125"x10.5" GLULAM BM-07 3.125"x12" GLULAM BM-08 3.125"x15" GLULAM BM-09 5.125"x9" GLULAM BM-10 5.125"x10.5" GLULAM BM-11 5.125"x12" GLULAM BM-12 5.125"x13.5" GLULAM BM-13 6.75"x12" GLULAM BM-14 3.5"x11.25" PSL BM-15 7"x11.25" PSL BM-16 5.25"x9.25" PSL BM-17 DBL 2x12 DF#2 HANGER SCHEDULE SYM. HANGER H-01 LU210 / LUC210 H-02 LS70 H-03 LU210-2 / LUC210-2 H-04 HU48 H-05 HGUS3.25/10 H-06 HUCQ210-2-SDS H-07 HWPH3.25x10.5 OFFSET RIGHT H-08 HWPH3.25x10.5 OFFSET LEFT H-09 HWP3.25x12 OFFSET RIGHT SKEWED RIGHT H-10 SUR210-2 H-11 HUCQ5.25/11-SDS H-12 HWPH3.25x12 OFFSET LEFT H-13 HWPH5.25x12 OFFSET RIGHT H-14 HWPH5.25x12 OFFSET LEFT H-15 LUS26 H-16 LB212A H-17 HHUS7.25/10 NOTE: HANGERS NOT CALLED OUT IN ROOF PLAN SHALL BE PROVIDED BY TRUSS ENGINEER B C D E F G H J K I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I + NOTE! P.L. INDICATES: POINT LOAD ABOVE SOLID BLOCKING REQUIRED IN FLOOR FRAMING NOTE ! ALL ROOF FRAMING MEMBERS TO BE MANUFACTURED TRUSSES @ 24" O.C.(U.N.O.) HEADER NOTE ! HEADERS NOT CALLED OUT IN PLAN SHALL BE: N O 0 umm' N 0 m III LLJ ............: I:�:_:::1 III IL LL ,r w L. X i.?';,':I III N 2� LEGEND U3 Q 20 �d Q P .� N r:;�'.'I II I 6f cN = TRUSSES CONCRETE LANDING & STEPS -------- TO GRADE PER I.R.C. [ I I m — CONCRETE WALL UNDER I`;;j L . m------- S S1 I;:.' ='- WALLS UNDER 6 iI;I Q� ....................... I;I ........... WALLS/ FIXTURES OVER HEADERS & BEAMS 4 - - ------- -�I--------- I ----- i :I -------- ----- r I ---------- ---- - - - - -------- ---------- --------- -------------------------- FLOOR PERIMETER .I` A A FLOOR JOISTS I Si �O �p ------- i �� G ♦ �i L --- — --- — --- — — -- ------ ---- LANDING JOISTS i ..9 a. .. �9'. ..y .dz ----- : I -: - - A-110 SOLID BL CK IN CAPSTAIR STRINGERS ey Q0 Y � /�g Q BUCKET ITH BM-07 LOWER ROOF LINES v — $ U) — �EXISTING --------------------- - - -- -T-I--r---r---------------------------- ---------------------c::j- --- S I \��T ItN Q — EXISTING HEADERS &BEAMS POST, CAP & BASE SCHEDULE SYM. POST CAP BASE NOTES: P-01 (1) 2x—STUD w/ (1) TRIMMER (4)16d NAIL (DBL. TOP PLATE) (4)16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. (8)16d NAILS STUD TO HEADER P-02 2x— STUD w/ (2) TRIMMERS (4)16d NAIL (DBL. TOP PLATE) (4)16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. (8)16d NAILS STUD TO HEADER P-03 (2) 2x— STUDS (4) 16d NAIL (DBL. TOP PLATE) (4)16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. P-04 (3) 2x— STUDS (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. P-05 (4) 2x— STUDS (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. P-06 (2) 2x—TRIMMERS (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. P-07 2x— STUD w/ (3) TRIMMERS (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER TRIMMERS SUPPORT BM-10 P-08 6x6 PT HF#2 CC5.25-6 OR ECC5.25-6 ABU66Z w/ %"x5" TITEN HD P-09 44 PT HF#2 (2) ACE4 ABU44Z w/ %"x5" TITEN HD P-10 44 PT HF#2 ECC44 ABU44Z w/ %"x5" TITEN HD P-11 44 PT HF#2 (2) LCE4 ABU44Z w/ %"x5" TITEN HD P-12 6x6 PT HF#2 CC76 ABU44Z w/ %"x5" TITEN HD P-13 4x6 DF#2 ECC46 (2) HL53 (2)Y2" THRU BOLTS AND (4)Y2"x3" LAG SCREWS AT BASE P-14 6x6 DF#2 ECC66 (2) HL53 (2)Y2" THRU BOLTS AND (4)Y2"x3" LAG SCREWS AT BASE P-15 (3) 2x—TRIMMERS (4) 16d NAIL (HEADER) (4)16d NAIL (TOE PLATE) NOTE: SOLID BLOCKING BETWEEN FLOOR @ POINT LOAD BLOCKING TO BE EQUAL TO OR GREATER THEN THE POST ABOVE IAIN FLOOR FRAMING Ross Engineering Design Inc ryan.ross@rossengineer.com REVISION Sep 01 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 01 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 2.23.2023 yPN N. ROS OF WgS,y�N s, ti H o J B# 21 18 46411 �FGISTER�-0 ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGINEERING DESIGN W o 00 z Q W 0 QLJJ Z 0 0 _ O :2 C) LJJ � w W �i � w z Q O L Q Q V J (y) N W 0 c 0 CL •L N m 0 C Z PROJECT NO. 220705 DESIGNED BY RR DRAWN BY RR CHECKED BY RR SHEET: PRINT DATE 2/23/2023 11:46 AM Q Q 10 — ---- — ' ---- -------------- — — — r— --�-:r .` 771 a IBOX GIRDER TRUSSI A B C D E F G H J K I =_ N I I I I I I I I I I t It o FYI LOFT FLOOR PLAN SCALE: 1/4" = 1'-0" 4.5 A 14.5 12 16'-6" TRUSS "A' NOTE ! ALL ROOF FRAMING MEMBERS TO BE MANUFACTURED TRUSSES (HEAL TO MATCH 2x12 RAFTERS) @ 24" O.C.(U.N.O.) HEADER NOTE! HEADERS NOT CALLED OUT IN PLAN SHALL BE: A O'� LEGEND TRUSSES t I BOX GIRD R TRUSS i t ___ _ kus DE SIGNER I RAFTERS r..; .:......: -.- �� 1FY 11.5 KIP t MAX REA TION-------- TRUSSES (TOP CHORD) 20 a 2x6 F ONY LL 16 O.C. u I USE of 47 TI BELOW I I I I I I I I .......................... OVER FRAMING 2x3 RAF ERS 4kW' %i GIRDER TRUSS vNi 16"0 C. [t r 5 [ J a > > N t::.: T USS "A'I 1' 4" ADDI IONAL WALLS UNDER - ;- 9 N-Z - C��---- - �I' , --TOP -PLATE .i J ---------------- z_7Z,7w w CNV PONY WALLS UNDER 0 o 1A 11 �---- HEADERS&BEAMS --------------1 - ---- --- --- --- -- Q ---------- 0 CD _� ---- ---- OTE: T ROOF LINES o JJ6 1WALL O !li CESS XOCs n11 LOWER ROOF LINES ER-1 BOX rGI� R—D —R—T U—S—S —!I n--�a—n—r—----- --fX-�_ ROOF PLAN NOTES 18" PA LLEL TRUSSES --------- 1 ST PLATE • SEE DESIGN LOADS AND/OR STRUCTURAL NOTES FOR GROUND AND ROOF SNOW LOADS. • FOR MANUFACTUREDED TRUSS ROOFS: ROOF PLAN IS FOR SCHEMATIC PURPOSES ONLY. ACTUAL ROOF PLAN TO BE DESIGNED AND ENGINEERED BY A LICENSED TRUSS ENGINEER. RAFTER FRAMING PER PLAN. • TRUSS LAYOUT TO BE REVIEWED AND APPROVED BY THE TRUSS MANUFACTURER PRIOR TO CONSTRUCTION. • SHADED AREAS INDICATE OVER -FRAMING. • LOCATE DOWNSPOUTS PER SITE CONDITIONS AND PER GENERAL CONTRACTOR. • INSTALLATION OF ALL ROOFING AND WALL FLASHING SHALL BE TO INDUSTRY STANDARDS AND IN COMPLIANCE WITH CURRENT CODES. • PROVIDE CONTINUOUS ALUMINUM GUTTERS ON FASCIA AS SPECIFIED IN DETAILS. • SKYLIGHT SIZES, IF ANY, ARE APPROXIMATE. CONTRACTOR TO VERIFY ACTUAL ROUGH OPENING SIZE PER MANUFACTURER SPECIFICATIONS. • PROVIDE SOLID BLOCKING OVERALL SUPPORTS. • PROVIDE MIN. 22"x30" ATTIC ACCESS WITH APPROVED WEATHERSTRIPPING. IF ACCESS IS IN A GARAGE, A SELF CLOSING MECHANISM MUST BE INCORPORATED. • 16d @ 8"o.c. END TRUSS TO TOP PLATES. (TYPICAL AT ALL GABLE ENDS) • ATTICS WHERE THE MAX. CLEAR HEIGHT BETWEEN JOIST AND RAFTERS IS MORE THAN 42", OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION CAPABLE OF CONTAINING A RECTANGLE 42" HIGH BY 24" WIDE OR GREATER, MUST BE CONSIDERED ATTIC WITH LIMITED STORAGE. • ATTIC SPACE SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MIN. LIVE LOAD FOR SLEEPING ROOMS. TTIC VENTILATION CALCULATIONS ATTIC VENTILATION (R806.1 & 806.2) PROVIDE 1 SQ. FT. OF ATTIC VENTILATION FOR EACH 150 SQ. FT. OF ATTIC AREA. EXCEPTION: PROVIDE 1 SQ. FT. OF ATTIC VENTILATION FOR EACH 300 SQ. FT. OF ATTIC SPACE WHEN NOT LESS THAN 40% AND NOT MORE THAN 50% OF THE REQUIRED VENTILATION AREA IS PROVIDED BY VENTILATORS LOCATED WITHIN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACED MEASURED VERTICALLY WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. ROOF VENT CALCULATIONS ROOF AREA 3264 SQ FT SCALE: 1/4" = 1'-O" REQUIRED ROOF VENTILATION AREA/ 300 10.88 SQ FT FOR SCHEMATIC PURPOSES ONLY. REFER TO TRUSS FRAMING PLANS PER MANUFACTURER 40-50% IN UPPER & LOWER ROOF - - ------------ 1-- - ----- - ------ - ---- AND PREPARED BY A LICENSED TRUSS ENGINEER. ROOF VENT AREA / 2 5.44 SQ FT ------------------------------------------------------t---------- fi---------- GABLE BM-10 VENT BLOCKS IN EAVES BLOCKS = AREA / 0.074 74 ROOF VENTS IN UPPER 40-50 % OPTION 1: AF50 ROOF JACK = AREA / 0.333 17 OPTION 2: (ridge vent) CORAVENT V300 = AREA / 0.094 57.9 FEET Ross Engineering Design Inc ryan.ross@rossengineer.com REVISION Sep 01 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 01 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 2.23.2023 yPN N. Ro � OF WgS,y�N s, ti H o Z B# 21 18 46411 �FGISTER�-0 SS/ONM_ ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGINEERING DESIGN W o 00 z Q W 0 QLJJ Z a O _ O LJJ � w W �i LLJ z Q LIL O L Q Q Q Lo N W 0 c 0 r �L rn m 0 C Z PROJECT NO. 220705 DESIGNED BY RR DRAWN BY RR CHECKED BY RR SHEET: S5 PRINT DATE 2/23/2023 4:25 PM