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REV1 PLAN SHEETS-BLD2022-0946KRASSNER MARIA LETTY - PARCEL# 00513500001600 9133 REGISTERED ARCHITECT SITE INFORMATION SCOPE OF WORK 1. PROPOSED A NEW ROOM ADDITION TO AN EXISTING HOUSE & AS BUILT OF AN EXISTING POOL BATHROOM LEGAL DESCRIPTION LOT 16 MEADOWDALE ESTATES NW 1/4 SW 1/4 SECTION B VOLUME 5 PAGE 38 SNOHOMISH COUNTY, WA LOT AREA 18480 LOT COVERAGE: EXISTING: 6450+348=6798SF/18480=36.7% IMPERVIOUS SURFACE: 7980 EXISTING DECKS, RAMPS, DRIVEWAY+ THE NEW ADDTION=8328SF/18480=45% CODE INFORMATION: 2018 - (IRC)-INTERNATIONAL RESIDENTIAL CODE 2018 NATIONAL ELECTRICAL CODE 2018 UNIFORM PLUMBING CODE MECHANICAL CODE CODE PER IRC WASHINGTON STAE ENERGY CODE, 2018 EDITION (WSEC) WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, 2018 EDITION (VIAQ) OCCUPANCY: GROUPIE R-3 (SINGLE FAMILY RESIDENCE) ELECTRICAL: PLAN & SYSTEM TO BE DESIGNED BY INSTALLATION CONTRACTOR AND SHALL CONFORM TO ALL COES AND REGULATIONS. HEATING & MECHANICAL: VENTIALATION SYSTEM TO BE DESIGNED BY INSTALLING CONTRIACTOR AND SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS. ELECTRICAL & MECHNAICAL TO BE DEFFERED SUBMITTALS. GENERAL STRUCTURAL NOTES: CODE: IRC 2018 / IBC 2018 for structural design Lateral design per ASCE 7-16with IBC amendments FOUNDATIONS: EXTEND FOOTINGS TO UNDISTURBED SOIL. CONTACT SOIL ENGINEER IF SOIL IS EXPANSIVE OR QUESTIONABLE. BOTTOM OF EXTERIOR FOOTINGS SHALL BE 1'6" MIN. BELOW OUTSIDE FINISHED GRADE. EXISTING FOUNDATIONS SHALL BE WITHOUT ANY LARGE CRACKS AND SETTLEMENTS. CONTACT THE ENGINEER WHERE QUETIONABLE. COMPACTED FILL: SHOULD CONSIST OF PREDOMINANTLY WELL - GRADED, GRANULAR SOIL, FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTEND DETERMINDED BY ASTM D-1557 TEST PROCEDURES. CONCRETE: fc=2500 PSI* MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE PREVENTED. SAW CUT CONTROL JOINTS FOR SLAB ON GRADE ASAP AT A MAXIMUM 15' SPACING. *ASSUMING 3000 PSI WILL BE ACHIEVED WITH 51/2 SACKS for exposure. NO SPECIAL INSPECTION IS REQUIRED. REINFORCING STEEL: #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS, AND #3 AND #4 BARS MAY BE GRADE 40, IN ACCORDANCE WITH ASTM A-615. LAP CONTINIOUS BARS 50 DIA. MINIMUM, LION. PROVIDE CORNER BARS FOR ALL WALLS (2' BEND). WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE 6X6 - W1.4 X W1.4 LAB ONE FULL MESH AT SPLICES CONCRETE COVER TO REBAR TO BE: 2X TIMBER KILN DRIED. GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION." WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. MISCELLANEOUS CONNECTIONS TO BE SIMPSON STRONG -TIE OR APPROVED EQUAL. NAILS SHALL BE COMMON WIRE NAILS. All FASTNERS IN CONTACT WITH PRESSURE TREATED MATERIAL SHALL BE HOT DIPPED GALVANIZED. ALL BOLTS SHALL CONFORM TO ASTM A307. PROVIDE WASHER UNDER THE HEAD AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. SEE STAILESS STEEL REQUIREMENTS ON PLANS. EXISTING LUMBER SHALL BE SOLID WITHOUT ANY DRYROT. CONTACT THE ENGINEER IF QUESTIONABLE. GENERAL NOTES: I. ALL WORK IS TO COMPLY WITH THE: LATEST ADOPTED VERSION OF THE 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) AND/OR ANY APPLICABLE COUNTY OR LOCAL JURISDICTION. 2. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND IS TO NOTIFY THE ARCHITECT Of ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. OWNER/CONTRACTOR SHALL VERIFY WITH LOCAL BLDG. DEPT. WHICH CLIMATE ZONE THE PROJECT WILL BE BUILT IN 3. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. 4. THIS PLAN IS DESIGNED TO MEET 2018 WASHINGTON STATE ENERGY CODE CHAPTER 51-11 WAC UNDER PRESCRIPTIVE COMPLIANCE OUTLINED IN TABLES 6-1 & 6-2 CONTACT YOUR LOCAL BUILDING JURISDICTION FOR YOUR CLIMATE ZONE. SHEAR WALL FRAMING: EXTERIOR WALLS TO BE SHEATHED WITH 15/32" CDX PLYWOOD, BLOCKED SOLID. SEE SHEAR WALL SCHEDULE AS NOTED ON THE PLANS. LION, NAILS SHALL BE 8d @ 6" O.C. AT PANEL EDGES AND 8d @ 12" O.C. FIELD TO STUDS SPACED @16" O.C. See shear wall schedule for additional requirements. ROOF DIAPHRAGM: APPLY 1/2" CDX PLYWOOD (32/16) ON ROOF, NAIL WITH 8d @ 6" O.C. AT SUPPORTED EDGES AND 8d @ 12" O.C. AT INTERIOR SUPPORTS, BLOCKING NOT REQ'D. LION. FLOOR DIAPHRAGM: APPLY 3/a" MIN. CDX APA RATED PLYWOOD (24/16) EXPOSURE 1 OR EXTERIOR GLUE, GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH 10d COMMON WIRE NAILS AT 6" O.C. AT ALL SUPPORTED EDGES AND WITH 10d COMMON WIRE NAILS @ 12" OC. AT INTERIOR SUPPORTS. NAILING: ALL NAILS SPECIFIED ON THE DRAWINGS ARE DESIGNED TO BE HOT DIP GALVENIZED COMMON OR POWER DRIVEN NAILS. MINIMUM NAIL DIAMETER AND LENGHTH SHALL BE AS FOLLOWS: EPDXY ANCHOR: ALL EPDXY SHALL BE DISPENSED BY THE DUAL CARTRIDGE OR GLASS CAPSULE METHOD TO INSURE PROPER MIXING. CLEAN OUT ALL HOLES WITH COMPRESSED AIR BEFORE FILLING. SPECIAL INSPECTION REQUIRED PER DRAWINGS. EXPANSION ANCORS: SHALL HAVE APPROVAL REPORT BY ICC ES FOR POST INSTALLED CONCRTE ANCHORS AND SHALL BE INSTALLED AND INSPECTED PER THE REPORT REQUIREMNETS. INSPECTIONS: Special inspection and/or structural observation may be required by the local jurisdiction. NOTIFY BUILDING DEPARTMENT FOR STANDARD BUILDING DEPARTMENT INSPECTIONS AS REQUIRED BY LOCAL ORDINANCE. CONTRACTOR: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECJNIQUES, SEQUENCES AND TEMPORARY BAACING FOR THE STRUCTURAL SYSTEM AND COMPONENTS TO PERFORM THE WORK. CONTRACTOR SHALL REPORT ANY DESCREPANCIE TO THE ENGINEER IN WRITING DURING BIDDING PROCESS. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION; SIMILAR DETAILS SHALL BE USED WHERE CONDITIONS ARE SIMILAR IN CHARACTER, SUBJECT TO APPROVAL BY THE ARCHITECT OR THE ENGINEER. ALL STRUCTURAL SYSTEMS AND COMPENENTS SHALL FOLLOW THE SUPPLIERS GUIDLINE DURING DELIVERY, STORAGE AND ERECTION. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. PRE -FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS 2018 WASHINGTON STATE ENERGY CODE ZONE 1 OPT IV ENERGY CREDIT INSULATION ROOF (VAULTED CEILING) R-49 R-49 ROOF FLAT (CEILING) EXTERIOR WALLS R-21 R-30 UNDER FLOOR INSULATION WALLS BELOW GRADE (INT) R-21 WALLS BELOW GRADE (EXT) R-10 SLAB EDGES & HEATED AREAS R-10 R-8 NO LIMIT AIR DUCTS AT UNHEATED AREAS MAXIMUM GLAZING AREA GLAZING U -FACTOR VERT. U=.30 U=.50 U=.58 U=.20 GLAZING U-FACTOR OVERHEAD DOOR U-FACTOR DOORS W/MORE THAN 50% GLAZING SHALL BE CONSIDERED A WINDOW) FURNACE PERFORMANCE RECESSED LIGHTING FIXTURES 80% EFF. IC RATED (SEC 502.4.4 WEC) VERTICAL FENSTRATION OF NEW WINDOW U =0.24 ENERGY STAR WATER HEATIN GSYSTEM ENERGY STAR APPLIANCE PACKAGE .5 .5 .5 INFILTRATION: THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION. THE FOLLOWING SHALL BE CAULKED, GASKETED WEATHER-STRIPPED OR OTHERWISE SEALED WITH AN AIR BARRIER MATERIAL SUITABLE FILM OR SOLID MATERIAL. ALL JOINTS, SEAMS, AND PENETRATIONS SITE BUILT WINDOWS, DOORS, AND SKYLIGHTS OPENING BETWEEN WINDOW AND DOOR ASSEMBLIES AND THEIR UTILITY PENETRATIONS DROPPED CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE KNEE WALLS WALLS AND CEILING SEPARATING THE GARAGE FROM CONDITIONED SPACES BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS COMMON WALLS BETWEEN DWELLING UNITS OTHER SOURCES OF INFILTRATION. 5. ALL EXPOSED INSTALLATION IS TO HAVE A FLAME SPREAD RATING NOT TO EXCEED 25. A SMOKE DEVELOPED INDEX NOT TO EXCEED 50, WHEN TESTED IN ACCORDANCE WITH ASTM E 84, AND CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATTS PER SQUARE CENTIMETER. SHEAR WALL TABLE Notes apply to the entire Shear Wall table: • Intermediate framing member's nailing to be 12" o.c. • Nails(Common): 8d=0.131 "dia x2.5" 10d= 0.148" dia x3" 16d= 0.162" dia x3.5" • Block all panel edges with min. 2x blocking. • Apply nailing to all studs, top and bottom plates and blocking • Framing to be 16" o.c. • Fasteners shall be driven flush with surface of sheathing nail and staggered at joints. • Anchor bolts to be embedded min. of 7" in concrete and to be located not more than 12" and not less than 4" from end of the wall(min. 2 A.B. per wall). Provide a hot dip galvanized 3 x3 x0.229" washer at each A.B; max 1/2" from plate edge. The hole in the plate washer may be diagonally slotted 13/16" x 1 3/a" provided a standard cut washer is placed between the plate washer and nut. Use 4.5"x 3" x0.229" at 2 sided walls • Nails shall not be spaced less than 3/8" from edge of sheathing • Pony walls to be constructed as walls above HOLDOWN TABLE Number Type Fastener to Studs Anchor Bolts 1 HDU2 6-114 x2.5 SDS 1/2" Dia. With mi. 2-2x studs 1.75" edge list. W Min 7" epoxy embed or 10" embed in CIP concrete Notes: • Locate Holdown on each side of the shear wall • Stitch studs at each end with 10d Common at 6" staggered • Refer to Manufacturer's catalog for proper installation • Minimum concrete strength is 2500 psi 7. ALL WINDOWS WITHIN 24" OF ANY DOOR (REGARDLESS OF WALL PLANE) AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE FLOOR OR WALKING SURFACE SHALL HAVE TEMPERED GLAZING. 8. SKYLIGHTS ARE ASSUMED ARE ASSUMED TO BE PRE -MANUFACTURED UNITS SKYLIGHTS, UNIT SKYLIGHT SHALL BE COMPLIANT WIH THE REQUIREMENT OF AAMA/WDMA/CSA/101.S.2/A440 (.50 U VALUE) 9. ALL EXTERIOR WINDOWS ARE TO BE DOUBLE GLAZED 10. GLAZING IN DOORS, ENCLOSURE FOR HOT TUBS, BATHTUBS, & SHOWERS AND ANY PART OF THE BUILDING ENCLOSING THESE COMPARTMENTS WHERE BOTTOM EDGE OF GLAZING IS LESS THAN 60" MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE, TO BE TEMPERED GLAZING. 11. BED ROOM TO HAVE MIN. WINDOW OPENING OF 5.7 SOFT WITH A MIN. WIDTH OF 20" AND A SILL HGT, NOT MORE THAN 44" IN ABOVE FIN. FLOOR, AND 8% GLAZING TO FLOOR AREA. 12. SMOKE DETECTORS SHALL BE INSTALLED IN EA. SLEEPING ROOM (WITH CO DETECTORS OUTSIDE EACH SUITE OR SLEEPING ROOM), OUTSIDE THE IMMEDIATE VICINITY OF EACH HARDWIRED INTO THE BUILDING POWER SUPPLY W/ BATTERY BACKUP AND BE INTERCONNECTED SUCH THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL THE ALARMS AND WILL BE AUDIBLE IN ALL SLEEPING AREAS OVER BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. 13. ELECTRICAL RECEPTACLE IN BATHROOMS, SHALL BE G.F.I. PER NATIONAL ELECTRICAL CODE (N.E.C.) REQUIREMENTS. 16. BATHROOMS ARE TO BE VENTED TO THE OUTSIDE WITH A FAN CAPABLE OF PRODUCING A MIN. 5.0 CFM INTERMITTENT DRYER 17. SPECIFIC MANUFACTURERS AND MATERIALS DEPICTED ON THESE PLANS ARE AN INDICATION OF QUALITY AND STRENGTH. VERIFY ALL CONSTRUCTION MATERIAL SUBSTITUTIONS WITH CURRENT APPLICABLE BUILDING CODES AND LOCAL OFFICIALS PRIOR TO INSTALLATION. 18. ALL OUTLETS TO BE TEMPER RESISTANT PER ELECTRICAL CODE (CONTACT ELECTRICAL INSPECTOR IF YOU HAVE QUESTIONS) 19. ARC FAULT BREAKERS PER ELCTRICAL CODE (CONTACT ELECTRICAL INSPECTOR IF YOU HAVE QUESTIONS) NA separate alumbina permit is reauired for this: project. Please obtain a plumbing permit from the City of Edmonds. 6. INSULATE ALL ACCESS DOORSMATCHES TO ATTICS TO THE EQUIVALENT RATING OF THE WALL (R 21), THE FLOOR (R30), OR OR THE CEILING (R49) OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE City Of Edmonds Building Department Work ADDITION/REMODEL Address 7404 BRAEMAR DR Owner KRASSNER Approved Date 12/16/2022 Building Official --- Permit Number ---------------------------------- ................ ............ BLD2022-0946 LEGEND AREVISION CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONSMISCREPENCIES TO OWNER & ARCHITECT PRIOR TO COMMENCING WORK. ARCHITECT SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR DISCLAIMER THESE PLANS HAVE BEEN PREPARED TO MEET THE INTERNATIONAL RESIDENTIAL CODE (I.R.C.) AND LOCAL BUILDING CODES AND REGULATIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT THE ADDITION IN ACCORDANCE AND TO MEET THE I.R.C., LOCAL, BUILDING CODES AND REGULATIONS AND ANY SITE SPECIFIC CONSTRAINTS. THE ARCHITECT HEREIN WILL NOT BE RESPONSIBLE FOR ANY DAMAGES RELATING TO THE ACCURACY AND OVERALL INTEGRITY OF THE PLANS IN EXCESS OF THE ARCHITECT FEE PAID FOR THEIR PREPARATION. THE CONTRACTOR THEREFORE MUST CAREFULLY INSPECT ALL DIMENSIONS AND DETAILS IN THE PLANS FOR ERRORS OR OMISSIONS. CONTRACTOR SHALL CONTACT OWNER AND NOTIFY ARCHITECT FOR ANY DISCREPANCIES. THESE PLANS HAVE BEEN DESIGNED TO COMPLY WITH I.R.C. 2018 & IMC 2018, UPC 2018 SHEETS INDEX: A0.0 COVER SHEET A1.0 SITE PLAN REVISED PLAN APPROVED C1.0 TESC PLAN CITY OF EDMONDS BUILDING DIVISION C2.0 COE TESC DETAILS VoxoHuL v#ALaAL A1.1 AS BUILT FIRST FLOOR PLAN BUILDING OFFICIAL 23 A1.2 FOUNDATION & FLOOR PLAN Mar D APMar DATE A1.3 2ND FLOOR & ROOF PLAN A3.0 SECTIONS AND DETAILS A.4 EXISTING SHED AS BUILT PLANS & ELEVATIONS A5.0 FOUNDATION & FRAMING DETAILS REVISIONS DATE - PAGES - CHANGES REV1 3/24/2023 - AO and A.5 -foundation REV2 - - REV3 - - REV4 - - REV5 - - FATAH BOUALAMALLAH STAT? OF GVASNTIVGTo Architect: Fatah Boualamallah Address: 5333 150th PL SW Edmonds, WA 98026 Phone: 425-268-3883 e-mail: fbarchitects@frontier.com PROJECT LOCATION: 7404 BRAEMAR DR EDMONDS, 98026 THIS DRAWING IS THE PRIEPARED SPECIFICALLY R FOR RTHIS TY OF FBSITTE A% W"SUIIifIR ANY OTHER PURPOSE, LOCATION, OR OWNER WITHOUT WRITTEN CONSENT OF © 2022 FATAH BOUALAMALLAH ARC eC 05 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT No. Description Date 1 SUBMITTAL COMMENT 07/13/22 2 CITY COMMENTS RESPONSE 10/10/22 KRASSNER M.LETTY ROOM ADDTION Cover Sheet Project number Project Number Date 07/10/22 Drawn by FB Checked by FIB AO Scale 12" = 1'-0" SOLE 91 CONC. STEMWALL OR FTG. = X ANCHOR ROD CENTERED IN REGISTERED �N _q PLATE WITH BPS= 6 PLATE WASHER ARCHITECT 24 OVERLAP � ---- --- =----- n m`� SEE PLAN FOR SLAB I/a" x 1�j2" PRE -MOLDED SEE PLAN FOR SLAB SECOND POUR FIRST POUR 'J2"0 x 10" SMOOTH FA AH B L7AL MALLA3 sTAT� o� infASHTNCTON LU ° HORIZ. THICKNESS AND CONT. MASTIC JOINT STRIP. THICKNESS AND DBL. GREASED o} " REINFORCING X REINFORCING (typ.) (joint may be saw cut at REINFORCING (typ.) DOWEL a 18'oc ii ' PER PLAN N STAGGERED ANCHOR RODS WITH EXTERIOR EXTERIOR - �N q T_ cont.ractor's option) 4/OR DETAIL F_ BPS= 3 PLATE WASHERS CORNER BARS SNEAK ANCNO� ONIONS FOR 2x& WALL &HEATHER ON 5OTI� TES SAME SIZE 4 SPACING AS HORIZ. ANCHOR ROD LOCATED APPROX. 13/4" ANCHOR ROD LOCATED APPROX. 23/4" SIMP. MASA STRAP INSTALLED REINFORCIN, W1 24" OVERLAP ALT. BEND FROM SHEATHING WITH BPS= 3 PLATE FROM SHEATHING WITH BPS= 6 PLATE ON SAME SIDE AS SHEATHING 24" OVERLAP ERLAP�WO WASHER WASHER ; ��j• �y5. ;. �✓ > �.� �q iii __ ® N CITY PLAN APPROVED OF EDMONDS BUILDING DIVISION PLASTIC VAPOR BARRIER AND COMPACTED GRANULAR FILL PER PLAN (no vapor barrier 0 ext. slab locations) PLASTIC VAPOR BARRIER AND COMPACTED GRANULAR FILL PER PLAN (no vapor barrier 0 ext, slab locations Architect: Fatah Boualamallah AddreREVISED gg026ss: 5333 150th PL SW Edmonds, WA p HORIZ. Phone:425-268-3883 "� "' GONG. STEMWALL OR FTC. �n REINFORCING SOR Control Joint PROVIDE CONTROL OR CONSTRUCTION Construction Joint , e-mail: fbarchitects@frontier.com DETAIL X BUILDING OFFICIAL JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS Mar 24 2023 OF 250 SQUARE FEET OR LESS. AREAS - - - - - - - -; TO BE APPROX. SQUARE AND HAVE NO APPROVED DATE Please see revised structural ACUTE ANGLES, ,POINT LOCATIONS TO CORNER REINFORCING 2 SHEAR ANCHIR OPTIONS Copy 1 calculation packet that shows the ; BE APPROVED BY THE ARCHITECT. 1/211 = 1'-0" NAIL SHT G TO 1/2" = 1'-0" revision of the new foundation plans I BLOCKS AS FOR and dimensions. The revision TOP PLATES SHEARWALL EDGE NAILING ' calculation packet is dated March 17, '20-- Typical Slab Joints PROJECT 4•�'r.uN.LaP,�a�-16dNf5ILs DOUBLE TOP PLATE SPACED EVENLY '-----------------------------------� LOCATION: 7404 HEADER L ATE JQIkT� - I -- - - - �I IF EE - inl 1� t - I4 [ � 1 a ;,I! J 1 BRAEMAR DR EDM ND 2 PIC 4x2 FLAT BLOCKS W/ L5TA21 (TYPJ OVER STUB TYP. �- WALL sTuos PER sfia-ED. j. 1 - f _.. - i� ' I i �. �... O EN G IT II I_ 9U. I l , 1 1 Q } - i ��I�I ��, � 1i1:11��, Ia.14I l�l; illilwl ��tlallffll 1___�- I. ��III .I ,ail III TYPICAL TOP PLATE SPLICE DETAIL C� J FOOTING DETAIL FOOTING DETAIL2 11 1 /2 = 1 0 II A iAl _ RE DETAIL 3 TYP. WINDOW STRAP DETAIL 8 Dec 1 /2 = 1 -0 3!" _ �' DEVELOP OP NOTE: DEF TOP PLATE SPLICE TO OCCUR AS SHOWN ABOVE AT ALL INTEMOR I EXTERIOR, BEARING ANDIOR & SHEA"ALLS ►�T ALL LEVELS. (E) 1/2" OSB ROOF SHEATHING No. Description Date 2 CITY COMMENTS RESPONSE 10/10/22 (E) 2X4 RAFTER 9a 16" O.C. City Comments 2 11/24/22 -- \\\ (E) 2-2X4 STUD TOP PLATES . (E) 2X4 STUD WALL Qa 16" ....... O.C. '0' #��.; t 7 _. ' -- } ........... -•--•---.. 1 /}Di7 r!r!4 QAi�H� ......... ....... - [ I I _ iI NOT USED (E) 1/2" OSB SHEATHING xEOK, r n !JIB I 1 'I II N 1 (E) 3/4" SUBFLOOR SHEATHING 4_ =L so �1WCH NC�MA1 • IM OF 00CAVA1rCN - .•• 1 Ty�j j I II� i -1 r r — - I �, � .I . l 1 (E) 2X4 P.T. MUD SILL KRASSNER M LETTY r - _ f I l 1 I � i i. i I i. I � -I I I 'I � 1 i I I I I I I ROOM ADDTION .................. E P.T. 2X6 FLOOR JOIST 16 O.C. () C� Noft"L FocrNG •.... FOUNDATION & STEPPED FOOTING 8 ROOF FRAMING DETAILS '-0" (E) CONCRETE PAD FRAMING DETAILS 1 /2 - 1 0 - 1/2" = 1 Project number Project Number (E) EXISTING FINISHED GRADE Date 07/10/22 - Drawn by Author Checked by KA - A-5 N N Section 3 0 3/4" = 1'-0" Scale As indicated M N SUE; 052022 IF EDMONDS RENT SERVICES 'ARTMENT