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APPROVED BLD FIR PLN STM RESUB1 BLD2021-0742+Architectural_Plan+2.4.2022_10.48.52_AM+2662048M M CEDAR RESIDENCE NOTE: 3D RENDERINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY. NOT TO BE USED FOR CONSTRUCTION. ABBREVIATIONS AFF ABOVE FINISH FLOOR A/C AIR CONDITIONING AHU AIR HANDLING UNIT ALT ALTERNATE ALUM ALUMINUM ANOD ANODIZED BSMT BASEMENT ELK BLOCK BS BOTH SIDES BLDG BUILDING CAB CABINET CB CATCH BASIN CLG CEILING CLR CLEAR CL CLOSET CONIC CONCRETE CMU CONCRETE MASONRY UNIT CONT CONTINUOUS CJ CONTROL JOINT CPT CARPET CSMT CASEMENT CF CUBIC FOOT DIA DIAMETER DBH DIAMETER BREAST HEIGHT DIM DIMENSION DW DISHWASHER DH DOUBLE HUNG DN DOWN DS DOWNSPOUT D DRYER EA EACH ELEC ELECTRICAL EP ELECTRICAL PANEL ELEV ELEVATOR EQ EQUAL EXT EXTERIOR EXIST EXISTING FFE FINISH FLOOR ELEVATION FRD FIRE RATE DOOR FRW FIRE RATE WINDOW FXD FIXED FIXT FIXTURE FAR FLOOR AREA RATIO FTG FOOTING FAU FORCED AIR UNIT FDN FOUNDATION FURN FURNACE GFA GROSS FLOOR AREA HDWD HARDWOOD HDR HEADER HVAC HEATING, VENTILATION & A/C HT HEIGHT HORZ HORIZONTAL HR HOUR INCL INCLUDE (ED)(ING) INT INTERIOR LED LIGHT EMITTING DIODE LOD LIMIT OF DISTURBANCE LF LINEAR FEET MANUF MANUFACTURER MAX MAXIMUM MECH MECHANICAL MED MEDIUM MIN MINIMUM MISC MISCELLANEOUS NIC NOT IN CONTRACT NTS NOT TO SCALE NO NUMBER OC ON CENTER PERF PERFORATED PICT PICTURE PLAM PLASTIC LAMINATE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PL PROPERTY LINE PNA PROTECTED NATURAL AREA QTY QUANTITY REF REFRIGERATOR REQ'D REQUIRED REV REVISION R RISER RM ROOM RO ROUGH OPENING SG SAFETY GLASS SIM SIMILAR SH SINGLE HUNG SOG SLAB ON GRADE SPEC SPECIFICATION SF SQUAREFOOT SS STAINLESS STEEL STD STANDARD STL STEEL STOR STORAGE SD STORM DRAIN TV TELEVISION TEMP TEMPORARY TP TOILET PAPER DISPENSER T&G TONGUE & GROOVE TO TOP OF TOW TOP OF WALL TB TOWEL BAR T TREAD TPZ TREE PROTECTION ZONE TYP TYPICAL UNO UNLESS NOTED OTHERWISE VB VAPOR BARRIER VTOS VENT TO OUTSIDE VIF VERIFY IN FIELD VERT VERTICAL VG VERTICAL GRAIN WC WATER CLOSET WH WATER HEATER WRB WATER RESISTANT BARRIER W WASHER WH WHOLE HOUSE WIN WINDOW W/ WITH W/O WITHOUT WP WATER PROOFING YD YARD ENERGY CODE COMPLIANCE CODE INFORMATION CONDITIONED FLOOR AREA ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION 1ST FLOOR: 1,361.29 SF SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE 2ND FLOOR: 1,352.79 SF FOLLOWING APPLICABLE CODES USED IN THIS DESIGN FOR CITY BASEMENT: 752.22 SF OF EDMONDS. TOTAL: 4,155.02 SF < 5000 SF "MEDIUM DWELLING UNIT" 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) GENERAL PRESCRIPTIVE METHOD: SEE SHEETS A0.2 & A5.0 2018 INTERNATIONAL MECHANICAL CODE (IMC) ENERGY CREDITS PER TABLE 406.3 2018 INTERNATIONAL FUEL GAS CODE (IFGC) CREDITS 2018 INTERNATIONAL FIRE CODE (IFC) SYSTEM TYPE 1 0 2018 WASHINGTON STATE ENERGY CODE, WAC 51-11 (WSEC) -COMBUSTION HEATING 2018 UNIFORM PLUMBING CODE (UPC) OPTION 3.1 HIGH EFFICIENCY HVAC EQUIPMENT 1.0 2020 NATIONAL ELECTRIC CODE (NEC) -ENERGY STAR RATED GAS BOILER WITH MIN AFUE OF 95°/D FIRE CALCULATION OPTION 5.5 EFFICIENT WATER HEATING 2.0 -ELECTRIC HEAT PUMP WATER HEATER MEETING TIER III OF NEEA'S WATER HEATING SPECIFICATION SPRINKLER THRESHOLD: 3,000 SF OPTION 6.1 SOLAR GENERATION 3.0 - 3,600 kWh OF ELECTRICAL GENERATION ANNUALLY COVERED ENTRY 67.18 SF PROVIDED ON SITE COVERED 1ST FLOOR DECK 121.88 SF BASEMENT 832.86 SF TOTAL CREDITS REQUIRED 6 1ST FLOOR 2,166.19 SF TOTAL CREDITS PROPOSED 6 2ND FLOOR 1,434.77 SF TOTAL 4,622.88 SF BUILDING CLASSIFICATION A. OCCUPANCY: SINGLE FAMILY B. TYPE OF CONSTRUCTION: 1. AUTOMATIC SPRINKLERS PROVIDED: _X YES _ NO SPRINKLER SYSTEM TO BE A FLOW THRU SYSTEM DESIGN CRITERIA PROVIDE: NFPA 13D SPRINKLER SYSTEM WINTER DESIGN TEMP 27 DEGREES F NOTE: FIRE SPRINKLERS UNDER A SEPARATE PERMIT MEAN ANNUAL TEMP 50 DEGREES F DEFERRED SUBMITTAL 02-23-2022 PLAN REVIEW NOTE: Approved with Conditions CONDITION: 13D Sprinkler system required. DEFERRED SUBMITAL: Sprinkler system DFM Burt Approved D F M akrLs hurt South County Fire Date: 02/23/2022 THE FOLLOWING ITEMS ARE CONSIDERED TO BE A DEFERRED SUBMITTAL UNDER SECTION 107.3.4.1 OF THE IBC AND MUST BE SUBMITTED TO THE ENGINEER FOR REVIEW. THESE ITEMS WILL THEN BE FORWARDED TO THE BUILDING OFFICIAL FOR APPROVAL. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. *HANDRAILS *GUARDRAILS COMPLIES WITH APPLICABLE CITY STORMWATER CODE 03/11 /2022 PROJECT DATA PROJECT DESCRIPTION: NEW CONSTRUCTION OF SINGL FAMILY RESDIENCE WITH ATTACHED GARAGE. OWNER: MASSIMO & MELINDA REMELLA-PEZZA 702 CEDAR ST EDMONDS, WA 98020 P: 206.618.5205 E: MMCEDAR@ICLOUD.COM ARCHITECT: MEDICI ARCHITECTS SCHUYLER TUTT 11711 SE 8TH ST, STE 100 BELLEVUE, WA 98005 P: 425.453.9298 E: SCHUYLER@MEDICIARCHITECTS.COM STRUCTURAL ENGINEER: CUSTOM DESIGN & ENGINEERING INC. ALEX MOROSEOS 11006 60TH AVE. W MUKILTEO, WA 98275 P: 425.343.7517 E: ALEX12@CDENGR.COM CIVIL ENGINEER: LITCHFIELD ENGINEERING KEITH LITCHFIELD 12840 81ST AVE NE KI RKLAN, WA 98034 P: 425.821.5038 E: KA.LITCHFIELD@FRONTIER.COM ARBORIST: DAVEY RESOURCE GROUP, INC. IAN SCOTT 18809 10TH AVE NE SHORELINE, WA 98155 P: 206.714.3147 E- IAN.SCOTT@DAVEY.COM SURVEYOR: TERRANE 10801 MAIN ST, STE 102 BELLEVUE, WA 98004 P: 425.458.4488 E: SUPPORT@TERRANE.NET GEOTECH- COBALT GEOSCIENCES, LLC PHIL HABERMAN PO BOX 82243 KENMORE, WA 98028 P: 206.331.1097 E: COBALTGEO@GMAIL.COM APPROVED BY PLANNING O Mar 10 2022 OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE r SPECIAL INSPECTIONS REQUIRED FOR THIS r PROJECT: r r 1)Soils r 2)Monitor and test structural fill placement r 3)Monitor temporary excavation stability r 4)Observe bearing capacity and footing location r 5)Temporary Shoring City Of Edmonds Building Department ----------------------------------------- Work SFR -------------------------------- --------------------------------- Address 702 CEDAR ST Owner REMELLA-PEZZA Approved Date 2/24/2022 Building Official W. W OfACIAL -------------------------------------------------- Permit Number BLD2021-0742 ---------------------------------------------------- N Cedar St ,uce St as QSpruc t 00 PROJECT LOCATION VICINITY MAP NTS 33 - } 00Yril i i F - -+Q•- t.--...-� vlv it lvly -026 SP=5-22-76 2-031 N i� N 1 2 3 4 5 6 7 g g_ 10`11 12 13=14 15 16 17 18 19 20 I E 2-033 N��° N KELLOGGS PLAT = TO k1 N -038{ 4�hW4; 2-228 o r - -- - - - - - - - GE DAR- - S-T - - - T 2-036 +� +gig 1 T{ -037{ { 2-227 z '040.. . r e . a rHOMES 5 r 3 4 (840) 2-042 'ATESADDITION 7�rT 4'A Y. -1 VIED i4 i 3 2M 4 2rt048STD- t- 2-047 SP 9-2001-196 O rt 1 2 I$Ill = 2-007 20 J' (� _F 1 12 I4 5oZ 7 g01 10 12 13 14 15'16 1718 19 20 j - ---` „T 2-052SPS-9 83 C - _ A51 2-157 _t 2 050 N 3 4 5 6 7: g 9 10 11 12 13 14 15 1M181 - -r_ 0J3837- 01 40 3 36 35- 34 33 32 31: 30 29 2827 6 25 242322 2 = S-9-82 = B= PROJECT LOCATION QUARTER SECTION MAP NTS INDEX OF DRAWINGS A0.0 TITLE SHEET 1 OF 1 SURVEY ARCHITECTURAL SHEET INDEX MEDICI ARCHITECTS 1 171 1 SE 8TH STREET 200 W. RIVER ST. SUITE 100 SUITE 301 BELLEVUE, WA 98005 KETCHUM, ID 83340 TEL: (425) 453-9298 TEL: (208) 726-0194 REGISTRATION: 6926 REGISTERED ARCH ECT E ILY D. BUCH TER STATE OF WASHINGTON INTAKE DATE: 01/28/2022 REVISIONS: DATE: PROJECT / CLIENT: M&M CEDAR RESIDENCE MASSIMO & MELINDA RAMELLA-PEZZA A0.1 SITE PLAN PROJECT ADDRESS: A0.2 GENERAL NOTES & SYMBOLS 702 CEDAR ST A0.3 SCHEDULES EDMONDS WA 98020 A1.0 FOUNDATION PLAN A2.0 BASEMENT PLAN A2.1 1 ST FLOOR PLAN A2.2 2ND FLOOR PLAN A3.0 ROOF PLAN A4.0 ELEVATIONS DRAWING NAME: A4.1 ELEVATIONS A4.2 PERSPECTIVES TITLE SHEET A5.0 SECTIONS A6.0 DETAILS A6.1 DETAILS DRAWN BY: KKH A6.2 DETAILS A6.3 DETAILS CHECKED By: ST A6.4 DETAILS A6.5 DETAILS A6.6 DETAILS STRUCTURAL SHEET INDEX S1.0 STRUCTURAL NOTES S2.0 FOUNDATION PLAN S2.1 1 ST FLOOR PLAN FRAMING BASEMENT LEVEL S2.2 1 ST FLOOR SHEAR WALLS 2ND LEVEL FRAMING PLAN S2.3 2ND FLOOR SHEAR WALLS ROOF FRAMING PLAN S4.0 FOUNDATION DETAILS S4.1 FOUNDATION DETAILS S4.2 RETAINING WALL DETAILS S7.0 WOOD STRUCTURAL DETAILS S7.1 WOOD STRUCTURAL DETAILS S7.2 WOOD STRUCTURAL DETAILS S7.3 WOOD STRUCTURAL DETAILS S7.4 WOOD STRUCTURAL DETAILS CIVIL SHEET INDEX 1 COVER SHEET 2 T.E.S.C. PLAN 3 SITE IMPROVEMENT PLAN 4 CONSTRUCTION DETAILS PHASE: CONSTRUCTION DRAWINGS This drawing is the exclusive property of MEDICI ARCHITECTS, and can be reproduced only with the permission of the Architect. Variations and modifications to work shown on this drawing shall not be carried out without written permission from the Architect. APPROVED FOR CONSTRUCTION: F RE B� SU Feb 04 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L J PROJECT No.: A20 113 DATE: 1 /28/2022 PLOT SCALE: 1:1 AOOO DIVISION 1 - GENERAL REQUIREMENTS: FOUNDATION WALL WATERPROOFING: WINDOWS: SPRINKLER SYSTEM: ALL BELOW -GRADE FOUNDATION WALLS TO BE SPRAYED WITH GRAYWALL ALL WINDOWS TO BE DOUBLE -PANED, VINYL, ANODIZED DARK BRONZE FINISH, WITH AUTOMATIC SPRINKLERS ARE REQUIRED PER NFPA13D AND CITY OF EDMONDS FIRE THE GENERAL CONTRACTOR SHALL REVIEW THE CONSTRUCTION DOCUMENTS TO WATERPROOFING BY RUBBER POLYMER CORPORATION. THE MEMBRANE SHALL BE INSULATED LOW-E GLAZING. WINDOW PERFORMANCE AND CONSTRUCTION TO DEPARTMENT STANDARDS. PROVIDE A 1" MIN. METER CONNECTION. SPRINKLER COMPLETE THE WORK AND NOTIFY THE ARCHITECT OF RESOLUTION FOR ALL APPLIED TO A MINIMUM THICKNESS OF 40-MILS TO EXTERIOR SURFACES WHICH ARE CONFORM WITH IRC SECTION R609. SIMULATED DIVIDED LITES SHALL HAVE 1" BEAD SYSTEM TO PROVIDE COVERAGE THROUGHOUT STRUCTURE, INCLUDING DECK AND DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS, STRUCTURAL DRAWINGS AND CLEAN AND DRY, AND THE AMBIENT AIR TEMPERATURE IS 15' F OR ABOVE. FILL STOP PROFILE. HARDWARE FINISH SHALL MATCH DOOR HARDWARE. ALL CASEMENT GARAGE. DESIGNED BY A WASHINGTON STATE CERTIFIED ENGINEER. CONSTRUCTION CIVIL DRAWINGS PRIOR TO CONSTRUCTION. HONEYCOMBED AREAS, CRACKS, AND TIE -HOLES WITH NON -SHRINKING GROUT OPENINGS SHALL HAVE ROTO HARDWARE. ALL OPENINGS WEATHER-STRIPPED BY SHALL CONFORM TO THE REQUIREMENTS OF INTERNATIONAL FIRE CODE CHAPTER 14. BEFORE APPLYING THE MEMBRANE. MANUFACTURER; GENERAL CONTRACTOR SHALL INSTALL "Z"-FLASHING AT HEADS OF THE SYSTEM SHALL BE INSTALLED, INSPECTED, TESTED AND APPROVED PRIOR TO DO NOT SCALE DRAWINGS - NOTIFY ARCHITECT OF DIMENSIONS IN QUESTION. ALL WINDOWS AND SEAL WINDOW PERIMETER PER MANUFACTURER'S SPECIFICATIONS. FRAMING INSPECTION APPROVAL. A SEPARATE PERMIT MAY BE REQUIRED. ALL ALL FOUNDATION WALLS GREATER THAN 48" HIGH (BELOW GRADE) SHALL ALSO BE PROVIDE INSECT SCREENS AT ALL OPERABLE LOCATIONS. EGRESS SHALL BE SPRINKLER HEADS SHALL BE RECESSED. COORDINATE LOCATIONS WITH THE LIGHTING THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CHECKING AND REVIEWING THE PROTECTED BY DELTA -DRAIN DAMPPROOFING MEMBRANE BY COSELLA-DORKEN PROVIDED FROM ALL SLEEPING ROOMS PER IRC SECTION R310. GENERAL PLAN, TYPICAL. VERIFY WITH GENERAL CONTRACTOR AND ARCHITECT. BUILDING DEPARTMENT APPROVED SET OF CONSTRUCTION DOCUMENTS. THE PRODUCTS, INC. SUPPLY ALL SYSTEM COMPONENTS INCLUDING DELTA -MS SHEET CONTRACTOR SHALL REVIEW ALL TEMPERED GLASS AND EGRESS LOCATIONS. ARCHITECT SHALL BE PROMPTLY NOTIFIED OF REQUIRED CHANGES; AT THAT TIME, THE BARRIER, DELTA TERMINATION BAR, DELTA MOLDING STRIP, DELTA PLUG -AND -NAIL, AND PROVIDE SAFETY GLAZING PER IRC SECTION R308.4. U-VALUE OF ALL NEW WINDOW DIVISION 16 - ELECTRICAL: ARCHITECT WILL INITIATE APPROPRIATE ACTION. ALL APPLICABLE SEALANTS. GLAZING TO BE 0.28 OR BETTER. INNOTECH OR EQUAL, AS APPROVED BY ALL WORK SHALL CONFORM TO CURRENT AND APPLICABLE CODES AND SHALL BE ARCHITECT/OWNER. COORDINATED WITH THE GENERAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DISSEMINATING ALL INFORMATION THERMAL INSULATION: VERIFY REQUIREMENTS TO WIRE AND HOOK UP ALL EXHAUST FANS, APPLIANCES, CONTAINED IN THE DRAWINGS, SPECIFICATIONS AND BID DOCUMENTS TO EACH SEE SECTION SHEETS A5.0 FOR SPECIFIC REQUIREMENTS (PER WSEC 2018 TABLE ACCESS DOORS: FURNACES, AIR CONDITIONERS AND ALL OTHER EQUIPMENT REQUIRING ELECTRICAL SUBCONTRACTOR. R402.1.1, REFER TO TABLE FOOTNOTES FOR ADDITIONAL INFORMATION). CRAWL SPACE & ATTIC ACCESS DOOR SIZE AND LOCATION PER PLAN. SERVICE. ELECTRICAL CONTRACTOR SHALL VERIFY AND ACQUIRE APPROVAL OF PANEL DISTRIBUTION AND SERVICE FROM OWNER AND GENERAL CONTRACTOR PRIOR INSTALLATION OF MATERIALS: ACOUSTIC INSULATION: PER OWNER SPECIFIED LOCATIONS. SKYLIGHTS: TO INSTALLATION. ALL PRODUCTS IN THE DRAWINGS OR INTERIOR SPECIFICATIONS SHALL BE INSTALLED N/A IN STRICT ACCORDANCE WITH THE MANUFACTURER'S CURRENT PUBLISHED SPRAY INSULATION INSULATION FOAM: INSTRUCTIONS. MANUFACTURER'S INSTRUCTIONS IN CONFLICT WITH THE CONTRACT ICYNENE PROSEAL (MD-C-200V3) SPRAY FOAM INSULATION: MEDIUM -DENSITY, HFC DIVISION 9 - INTERIOR FINISHES: PROVIDE INSULATION FOAM AT ALL FLOOR, ROOF, AND WALL ELECTRICAL DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO 365/227 BLOWN, CONFORMING TO THE FOLLOWING: PENETRATIONS. COMMENCEMENT OF THE WORK. PRODUCTS NOT PROVIDED WITH INSTALLATION 1. THERMAL RESISTANCE (1 IN. OF MATERIAL / R-VALUE / IN @75 DEG F): ASTM C GYPSUM DRYWALL: INSTRUCTIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE BEST TRADE 518; 7.1 HR. SQFT. DEG F/BTU. SMOOTH FINISH 1/2" GWB ON INTERIOR WALLS; 5/8" GWB ON CEILINGS. LIGHTING FIXTURE LAMPS: PRACTICES OF THE INDUSTRY. IN ANY CASE, WORKERS EXPERIENCED AND SKILLED IN 2. AIR PERMEANCE (FOR 1 IN. OF MATERIAL): ASTM E 2178: LESS THAN 0.02 L/S.M 2 PROVIDE GYPSUM DRYWALL CONSTRUCTION FIRE RESISTANT RATINGS INDICATED PROVIDE AND INSTALL GE OR SYLVANIA LAMPS. ALL INCANDESCENT LAMPS RECESSED THE INSTALLATION OF THESE ITEMS SHALL INSTALL ALL PRODUCTS. @75 PA. INSTALL WATER- RESISTANT BACKING BOARD IN BATHROOMS, & OTHER SIMILAR "WET" INTO INSULATED AREAS SHALL BE APPROVED FOR ZERO -CLEARANCE INSULATION 3. WATER VAPOR TRANSMISSION (FOR 1.5 INCHES OF MATERIAL): ASTM E 96; 0.97 AREAS NOT OTHERWISE INDICATED TO RECEIVE "WONDERBOARD" & TILE. INSTALL COVER. APPROVAL OF SUBSTITUTIONS: PERM. COMPOUND IN 3 COATS. PREFILL OF CRACKS RECOMMENDED BY MANUFACTURE. SAND ALL FLUORESCENT LAMPS SHALL BE FULL -SPECTRUM. THE GENERAL CONTRACTOR SHALL SUPPORT SUBSTITUTION REQUESTS FOR 4. RESISTANCE TO FUNGAL GROWTH: ASTM C 1338: NO GROWTH. AFTER FINAL 2 COATS. SPECIFIED MATERIALS WITH COMPLETE DATA, DRAWINGS AND SAMPLES AS 5. PRODUCT EMISSIONS: COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS ATTACHMENTS: SCREW (ABSOLUTELY NO NAILS) ELEVATOR: N/A NECESSARY FOR REVIEW BY THE ARCHITECT AND OWNER. ALLOW TIME FOR (CHIPS) "LOW -EMITTING" MATERIAL PER CA SECTION 01350 CRITERIA. ICYNENE ACCESSORIES AND TAPE: AS RECOMMENDED BY GYPSUM BOARD MANUFACTURE & AS INVESTIGATION BEFORE A DECISION MUST BE MADE. WHEN THE ARCHITECT APPROVES PROSEAL (MD-C-200V3) FOAMED -IN -PLACE INSULATION 07 21 19-5 ICYNENE INDICATED IN THE DRAWINGS. ATTIC SPACES: A SUBSTITUTION, IT IS WITH THE UNDERSTANDING THAT THE GENERAL CONTRACTOR PROSEAL (MD-C-200V3) - USA LATEST REVISION: MAY 13, 2016. JOINT COMPOUND: UNITED STATES GYPSUM CO. USE WATER-RESISTANT JOINT PER IRC SECTION R807.1 BUILDINGS WITH COMBUSTIBLE CEILING OF ROOF GUARANTEES THE SUBSTITUTED ARTICLE TO BE EQUAL OR BETTER THAN THE ONE 6. FLAME SPREAD & SMOKE DEVELOPED RATING: ASTM E 84 A. FLAME SPREAD: 25 COMPOUND WITH WATER RESISTANT BACKING BOARD. CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREAS THAT SPECIFIED. ANY CHANGES TO THE CONTRACT SHALL BE DONE BY CHANGE ORDER. B. SMOKE DEVELOPMENT: 300. FINISH: SMOOTH -WALLS. REGLETS AND BEADS: VERIFY WITH ARCHITECT & OWNER AS EXCEED 30 SQUARE FEET AND HAVE A VERTICAL HEIGHT FROM THE TOP OF THE REQUIRED. CEILING FRAMING MEMBERS TO THE UNDERSIDE OF THE ROOF FRAMING MEMBERS. DIVISION 2 - SITE WORK: BUILDING WRAP: THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE A. MATERIAL PERFORMANCE: PROVIDE BUILDING WRAPS THAT ARE WATER -RESISTIVE HARDWOOD FLOORING: SMOKE & CARBON MONOXIDE DETECTORS: PROCEEDING. ANY VARIATION FROM THE DRAWINGS AND DIMENSION DISCREPANCIES BARRIERS AND AIR BARRIER MATERIALS HAVING AN AIR PERMEANCE NOT TO EXCEED TO BE SELECTED BY OWNER. APPLY (3) COATS SWEDISH FINISH. INSTALL FLUSH SEE FLOOR PLANS. PROVIDE AND INSTALL SMOKE DETECTORS PER IRC SECTION R314. SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. PRIOR TO ANY FIELD 0.004 CUBIC FEET PER MINUTE PER SQUARE FOOT UNDER A PRESSURE DIFFERENTIAL WOODEN FLOOR GRILLES PER MECHANICAL REQUIREMENTS FOR AIR VENTING. VERIFY HARDWIRE 110-VOLT UNIT WITH BATTERY BACKUP. IN ALTERATIONS, REPAIRS & CHANGES THERE MUST BE APPROVAL FROM THE ARCHITECT. OF 0.3 IN. WATER (1.57 PSF) (0.02 L/SM @ 75 PA.) WHEN TESTED IN ACCORDANCE WITH LOCATION OF GRILLES WITH ARCHITECT & OWNER. ADDITIONS PROVIDE AND INSTALL ADDITIONALLY PER IRC SECTION R314. PROVIDE & ASTM E 2178. INSTALL CARBON MONOXIDE DETECTORS PER IRC SECTION R315. SITE EXCAVATION, BACKFILL, AND FINISH GRADING: B. MECHANICALLY -FASTENED, MEMBRANE AIR BARRIERS: MATERIAL SHALL MEET BUILT-IN CABINETRY: VERIFY W/ OWNER. EXCAVATION SITE TO GRADES AS SHOWN ON DRAWINGS (NOTIFY ARCHITECT OF ANY REQUIREMENTS OF ICC-ES AC38, "ACCEPTANCE CRITERIA FOR WATER -RESISTIVE WALL MOUNTED LIGHT FIXTURES: DEVIATIONS). REMOVE ALL EXCESS MATERIAL FROM SITE. DO NOT ASSUME ON -SITE BARRIERS", CCMC TECHNICAL GUIDE 07102, "SHEATHING, MEMBRANE, BREATHER -TYPE", INTERIOR STONE WORK/ HARD SURFACE COUNTERTOPS: ALL WALL MOUNTED FIXTURES SHALL BE MOUNTED +80" FROM FINISH FLOOR TO MATERIAL ACCEPTABLE FOR BACKFILL. PLACE WASHED GRAVEL AS SHOWN. PROVIDE CCMC TECHNICAL GUIDE 07273, "AIR BARRIER MATERIALS" AND TEST REPORTS FROM WHERE APPLICABLE, COMPLY WITH RECOMMENDATION CONTAINED IN NATIONAL CENTERLINE OF FIXTURE, UNLESS NOTED OTHERWISE. AT BOTTOM LIGHT VALENCE, COMPACT FILL UNDER SLABS PER STRUCTURAL ENGINEERS SPECIFICATIONS. FINISH- ACCREDITED TESTING LABORATORIES SHALL BE MADE AVAILABLE UPON REQUEST. GRANITE QUARRIES ASSOC., INC. (NBGQA). STONE SLAB: NOT YET DETERMINED, VERIFY LIGHT FIXTURE SHALL BE MOUNTED AT +84" AND TOP OF MIRROR SHALL BE AT +80". GRADE SITE FOR LAWN. C. CONNECTIONS TO ADJACENT MATERIALS: PROVIDE CONNECTIONS TO PREVENT AIR WITH OWNER. GROUT: HYDROMENT, COLOR AS SELECTED BY OWNER. SEALANTS: AS LEAKAGE AT THE FOLLOWING LOCATIONS: 1. WALLS, INCLUDING PENETRATIONS, TIES RECOMMENDED BY INSTALLER. EAVES: CONCRETE STAIRS: PROVIDE NEW CONCRETE STAIRS AS INDICATED ON THE AND ANCHORS; 2. WALLS, WINDOWS, CURTAIN WALLS OR DOORS; 3. DIFFERENT WALL PROVIDE WATERPROOF DUPLEX OUTLETS UNDER THE EAVES WHERE SHOWN IN DRAWINGS. PREPARE GRADE, FILL AND COMPACT ANY SOFT AREAS, PLACE 4" PAVING ASSEMBLIES, AND FIXED OPENINGS WITHIN THOSE ASSEMBLIES; 4. WALL AND ROOF INTERIOR WOOD TRIM: DRAWINGS. COLOR SHALL BE APPROVED BY ARCHITECT & OWNER. OVER 2" CRUSHED ROCK AND SLOPE TO DRAINS AS INDICATED ON SITE PLAN, SHEET CONNECTIONS; 5. WALL CONTROL AND EXPANSION JOINTS; 6. WALL PIPE AND DUCT ALL INTERIOR WOOD TRIM TO BE MDF UNLESS NOTED OTHERWISE. VERIFY W/OWNER. A0.1 PENETRATIONS; AND 7. WALL SEISMIC AND EXPANSION JOINTS. BUILT-IN IRONING BOARD: N/A BASEBOARD TRIM: SITE UTILITIES: SIDING: ENTIRE RESIDENCE FIRST FLOOR SHALL HAVE A 1/2 X 5 VERIFY W/OWNER MDF DOOR CHIME: EXISTING UTILITIES TO REMAIN, EXCEPT AS NOTED. A. CLEAR CEDAR T&G HORIZONTAL RAINSCREEN W/ 4" EXPOSURE, SEAL & STAIN ALL BASEBOARD TRIM. ROOMS WITH CERAMIC TILE FLOORING SHALL HAVE A CERAMIC TILE PROVIDE WIRED DOOR CHIME & PUSH BUTTON; STYLE & COLOR TO BE DETERMINED. SIDES BEFORE INSTALLING AT ALL CUTS. BASE. VERIFY W/OWNER. VERIFY W/OWNER. SITE DRAINAGE: B. FIBER CEMENT PANEL (HARDIPANEL SMOOTH VERTICAL SIDING, OR SIMILAR) CONNECT ALL DOWNSPOUTS TO STORM SYSTEM PER CIVIL DRAWINGS. RAINSCREEN PAINTED TO MATCH WINDOW FRAME. TILE: INTERNAL MEDIA WIRING: C. FIBER CEMENT PANEL (HARDIPLANK HORIZONTAL LAP SIDING W/ 6" EXPOSURE, OR COMPLY WITH MORTAR AND GROUT MATERIALS AND INSTALLATION STANDARD OF THE VERIFY AND PROVIDE TELEPHONE, CABLE, AND INTERNET REQUIREMENTS PER OWNER. DIVISION 3 - CONCRETE: SIMILAR). COLOR AND PATTERN PER CLIENT AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) STANDARD SPECIFICATION FOR D. THIN BRICK MASONRY VENEER MECHANICALLY ATTACHED TO WALL AND INSTALLED CERAMIC TILE AND MANUFACTURER'S INSTRUCTIONS FOR GLASS MESH MORTAR UNITS SOUND SPEAKERS: FOUNDATIONS: PER MANUFACTURER RECOMMENDATION. COLOR & PATTERN PER CLIENT. (WONDERBOARD) PER MANUFACTURE'S REQUIREMENT AT BATHROOMS. VERIFY PROVIDE RECESSED SOUND SPEAKERS PER OWNER. PATCH ROCK PACKETS WHEN ABOVE GRADE WITH SACK FINISH. SEE STRUCTURAL EXPOSED EDGE OF THE TILE MEETING CARPET, WOOD, OR RESILIENT FLOORING, GENERAL NOTES FOR SUPPLEMENTAL INFORMATION. SOFFIT: UNLESS OTHERWISE INDICATED. GROUND FAULT CIRCUIT INTERRUPTER PROTECTION: CLEAR CEDAR T&G W/ 4" EXPOSURE, SEAL & STAIN ALL SIDES BEFORE INSTALLING AT GROUT: HYDROMENT, COLOR AS SELECTED BY OWNER. GROUND FAULT INTERRUPTER REQUIRED IN ALL BATHROOMS, ON OR ABOVE CAST -IN -PLACE ARCHITECTURAL CONCRETE: ALL CUTS. SEALANTS: ONE -PART MILDEW -RESISTANT SILICONE SEALANTS PER MANUFACTURER. COUNTERTOPS WITHIN SIX FEET OF ANY SINK, IN ALL ACCESSIBLE GARAGE AREAS, IN ALL CONCRETE SHALL BE MIXED, PROPORTIONED CONVEYED, AND PLACED IN ALL CRAWL SPACES, ALL OUTDOOR AREAS, AND ANY OTHER LOCATIONS AS REQUIRED ACCORDANCE WITH IRC SECTIONS R402.2 AND R403. PROVIDE NEW CONCRETE PATIO EXTERIOR STRUCTURAL WOOD SEALER: PAINT SPECIFICATIONS: BY THE NEC. AND WALKWAY WITH CONTROL JOINTS AS INDICATED ON DRAWINGS. PREPARE GRADE, STAIN EXPOSED WOOD BEAMS, OUTLOOKERS, COLUMNS, KNEE BRACES, RAFTER TAILS, VERIFY ALL FINISH WITH OWNER PRIOR TO PROCEEDING. COLORS WILL BE SELECTED FILL, AND COMPACT AND SOFT AREAS. SEE STRUCTURAL PLANS AND NOTES. ETC. WITH 2-COATS MINIMUM BENJAMIN MOORE "MOORWOOD" ALKYD SEMI- BY OWNER FROM STANDARD COLOR AVAILABLE FOR THE COATINGS REQUIRED. APPLY SWITCHES/OUTLETS AND COVER PLATES: TRANSPARENT DECK AND SIDING STAIN OR EQUAL. COLOR TO BE DETERMINED. VERIFY REQUIRED PRIME COAT TO MATERIALS. PROVIDE BARRIER COATS OVER INCOMPATIBLE ALL SWITCHES AND OUTLETS SHALL BE BLOCKED OUT FROM OPENINGS SUCH THAT DIVISION 4 - MASONRY: W ARCHITECT / OWNER. PRIMERS WHERE REQUIRED. PROVIDE FINISH COATS WHICH ARE COMPATIBLE WITH COVER PLATES WILL NOT CONFLICT WITH DOOR AND WINDOW TRIM OR DECORATIVE THIN BRICK MASONRY VENEER MECHANICALLY ATTACHED TO WALL PER PRIMERS. SAND LIGHTLY BETWEEN LACQUER COATS. APPLY ADDITIONAL COATS UNTIL MOLDING, UNLESS NOTED OTHERWISE. SUPPLY AND INSTALL COVER PLATES ON ALL MANUFACTURER, TO BE APPROVED BY OWNER. WATERPROOF DECK: PAINT FILM IS OF UNIFORM FINISH, COLOR AND APPEARANCE. ELECTRICAL, TELEPHONE, AND CABLE OUTLETS. ALL COVER PLATES SHALL BE PLYWOOD SURFACE: 3/4" T&G, EXTERIOR GRADE B/C OR BETTER, INSTALLED B SIDE UP; PRIMED AND PAINTED METAL: FIRST COAT: POLY -AMIDE EPDXY SECOND COAT: DECORA OR EQUAL; COLOR TO BE DETERMINED. SYMBOL LEG EN D DIVISION 5 - METALS: PRIMER: TUFFLEX TUFF-PDXY PRIMER #2 OR #3; BASE MEMBRANE: TUFFLEX SOLVENT ALIPHATIC POLYESTER FINISH COAT: URETHANE FREE "TUFF"; AGGREGATE BINDING TOP COAT: TUFFLEX COLORCOAT AR (COLOR - GALVANIZED STEEL: EXPOSED EXTERIOR GALVANIZED STEEL LEFT UNPAINTED. ENERGY CODE COMPLIANCE NOTES: CHAPTER 4: METAL FABRICATIONS: ROCKY GRAY); TOP COAT: TUFFLEX COLORCOAT AL -ESTER TOP COAT (COLOR - ROCKY EXTERIOR: DECKING, SIDING, EXTERIOR CEDAR TRIM & SOFFIT BOARDS: SEE 1. THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH A 0 EXISTING WALL CUSTOM -FABRICATED METAL ITEMS INCLUDING EXTERIOR AND INTERIOR RAILINGS AND GRAY). INSTALLATION PER MANUFACTURER'S SPECIFICATION OVER SLOPED RIGID SPECIFICATION - DIVISION 6 - WOOD AND PLASTICS SECTION. THE MANUFACTURER'S INSTRUCTIONS AND THE CRITERIA LISTED IN TABLE HANDRAILS TO BE APPROVED BY OWNER AND ARCHITECT, INSTALLED BY INSULATION. DECK TO BE 3/4" MIN CEDAR BOARDS OVER RIPPED PT 2x CONTINUOUS WOOD PAINTED DOORS: PRIME & TWO COATS BENJAMIN MOORE IMPREVO. COLOR TO R402.4.1.1. CONTRACTOR. ALL EXPOSED STRUCTURAL METAL CONNECTORS TO BE POWDER SLEEPERS. BE SELECTED BY OWNER. 2. THE BUILDING SHALL BE TESTED AND VERIFIED TO HAVE AN AIR LEAKAGE RATE 1 GRID LINES E ] EXISTING WALL TO COATED, UNLESS NOTED OTHERWISE. COLOR TO BE DETERMINED. WOOD LACQUER DOORS: TWO COATS TINTED SEMI -TRANSPARENT UV RESISTANT _ _ _ OF NOT EXCEEDING 5 AIR CHANGES PER AIR. DEMO PROVIDE NEOPRENE GASKET AT ALL DISSIMILAR METAL CONNECTIONS, TYP. ROOFING MATERIAL: LACQUER. - COLOR TO BE SELECTED BY OWNER. 3. FIREPLACES SHALL HAVE TIGHT -FITTING FLUE DAMPERS AND OUTDOOR STRUCTURAL STEEL AND METAL FABRICATION REFER TO AND COMPLY WITH INTERIOR WOOD TRIM: TWO COASTS CLEAR SEMI -GLOSS TRANSPARENT UV RESISTANT COMBUSTION AIR. SENSE= 2X WALLS STRUCTURAL ENGINEERING NOTES, SPECIFICATION AND DRAWINGS. PROVIDE SHOP MEMBRANE: LACQUER OR PRIME AND TWO COATS OIL BASED SEMI -GLOSS ENAMEL. REVIEW WITH 4. INSULATION FOR HOT WATER PIPE SHALL HAVE A MINIMUM R-3. PROJECT BASE POINT DRAWINGS SHOWING DETAILS OF FABRICATION, ASSEMBLY AND INSTALLATION Manufacturer: TBD OWNER LOCATIONS OF PAINT VERSUS LACQUER. F - INCLUDING TEMPLATES FOR ANCHOR BOLT PLACEMENT. GRIND SMOOTH EXPOSED Style: Metal Standing Seam Roofing and Mechanically fastened GWB: FIRST COAT: PVA SEALER -PRIMER SECOND COAT: INTERIOR FLAT LATEX (SEMI- 1. DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR REFERENCE ELEVATION 0 FOUNDATION WALL WELDS. TPO GLOSS LATEX ENAMEL IN WET LOCATIONS) THIRD COAT: INTERIOR FLAT LATEX (SEMI- AND HOME OWNER PRIOR TO THE APPROVED FINAL INSPECTION. DUCTS SHALL BE POINT STEEL FINISHES: Color: Gray, to be approved by owner. GLOSS AT WET LOCATIONS). LEAK TESTED IN ACCORDANCE WITH WSU RS-33, USING THE MAXIMUM DUCT LEAKAGE EXTERIOR STEEL UNLESS NOTED OTHERWISE - GALVANIZED, INCLUDING ALL BOLTS, Fasteners: Per manufacturer. INTERIOR WOOD PANELS: TWO COATS SHOP APPLIED CLEAR TINTED SEMI- RATES SPECIFIED. DUCT TIGHTNESS SHALL BE VERIFIED BY EITHER OF THE PROPERTY CORNER CONCRETE SURFACE NUTS AND WASHERS. INTERIOR STEEL - SEE SHOP DRAWINGS OTHER: TRANSPARENT UV RESISTANT LACQUER. TOUCH UP FIELD CUTS AS REQUIRED. VERIFY FOLLOWING: Ice & Water Shield: Install 36" wide across all hips and valleys, and (2) 36" W/OWNER. 1. POSTCONSTRUCTION TEST: TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL R PROPERTY LINE DIVISION 6 - WOODS & PLASTICS: wide courses at all eaves. DIVISION 10 - SPECIALTIES: TO 4 CFM (113.3 L/MIN) PER 100 SQUARE FEET (9.29 M2) OF CONDITIONED FLOOR CAST IN PLACE REFER TO AND COMPLY WITH STRUCTURAL ENGINEERING NOTES, SPECIFICATION AND Underlayment: Type 30 per ASTM D-226 AREA WHEN TESTED AT A PRESSURE DIFFERENTIAL OF 0.1 INCHES W.G. (25 PA) CONCRETE DRAWINGS. PROVIDE BLOCKING FOR PLUMBING FIXTURES, BATH ACCESSORIES AND Valley Flashing: 28 gauge, enameled, min. 24" "W"-flashing TOWEL & BATH ACCESSORIES: ACROSS THE ENTIRE SYSTEM, INCLUDING THE MANUFACTURER'S AIR HANDLER CENTER LINE ELECTRICAL DEVICES.PER R317.4 WOOD/PLASTIC COMPOSITES USED IN EXTERIOR Wall Trays: 26 gauge, enameled, min. 6" trough VERIFY W/OWNER SPECS. FOR ALL MIRRORS, TOWEL BARS, TOILET PAPER DISPENSERS ENCLOSURE. ALL REGISTER BOOTS SHALL BE TAPED OR OTHERWISE SEALED DURING ® STRUCTURAL POST - DECK BOARDS, STAIRS TREADS, HANDRAILS AND GUARD RAIL SYSTEMS SHALL BEAR A Roof to Wall Flashing: 26 gauge, enameled, min. 4" comp. coverage AND ANY OTHER ACCESSORIES, WHETHER SHOWN ON PLANS OR NOT. PROVIDE THE TEST. LEAKAGE TO OUTDOORS SHALL BE LESS THAN OR EQUAL TO 4 CFM (133.3 T.O.W. 119.12' SIZE AND TYPE PER LABEL INDICATING THE REQUIRED PERFORMANCE LEVELS AND DEMONSTRATING Pipe Flashing: 26 gauge, enameled, min. 12" skirt BLOCKING FOR ALL ACCESSORIES AS INDICATED ON DRAWINGS. L/MIN) PER 100 SQUARE FEET OF CONDITIONED FLOOR AREA. TOP OF WALL ELEVATION STRUCTURAL PLAN COMPLIANCE WITH THE PROVISIONS OF ASTM D 7032. Chimney & Skylight Flashing: 26 gauge, enameled saddle with diverter where width 2. ROUGH -IN TEST: TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 4 CFM exceeds 2 feet STORAGE SYSTEMS: CONSULT WITH OWNER ON CLOSET STORAGE SYSTEMS. (113.3 L/MIN) PER 100 SQUARE FEET (9.29 M2) OF CONDITIONED FLOOR AREA WHEN N 90 00' 00" E _�c GAS OUTLET TREATED WOOD: In -Wall counter flashing: 26 gauge, enameled 7-bar flashing TESTED AT A PRESSURE DIFFERENTIAL OF 0.1 INCHES W.G. (25 PA) ACROSS THE Distance PROPERTY LINE TAG PRESSURE TREATED LUMBER AND PLYWOOD WITH WATER -BORN PRESERVATIVES FOR * DELIVER AND INSTALL PER IRC SECTION R905 DIVISION 11 - EQUIPMENT: SYSTEM, INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE. ALL REGISTERS GAS WOOD TO MASONRY, WOOD TO STRUCTURAL STEEL CONTACT AND AS SPECIFICALLY SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST. IF THE AIR HANDLER IS E-1 GAS METER NOTED IN THE DRAWINGS. STRUCTURALLY GLUED LAMINATED UNITS: REFER TO AND GUTTERS AND DOWNSPOUTS: GARAGE DOOR OPENERS: N/A NOT INSTALLED AT THE TIME OF THE TEST, TOTAL LEAKAGE SHALL BE LESS THAN OR 1 SECTIONS FOUND COMPLY WITH STRUCTURAL ENGINEERING NOTES, SPECIFICATION AND DRAWINGS. POWDER COATED ALUMINUM 8"x12" COLLECTOR BOX W/ MATCHING 4" SQUARE EQUAL TO 3 CFM (85 L/MIN) PER 100 SQUARE FEET (9.29 M2) OF CONDITIONED FLOOR 10 ON SHEET A101 SEAL ALL SURFACES, INCLUDING CUT ENDS AND DRILLED BOLT HOLES PRIOR TO DOWNSPOUT. LAP EAVE FLASHING INTO POWDER COATED 4" ALUMINUM SQUARE DIVISION 12 - FURNISHINGS: N/A AREA. THE TEST RESULTS SHALL BE POSTED ON THE RESIDENTIAL ENERGY HOSE BIB PLACING MEMBERS. ALL EXPOSED TO WEATHER UNITS TO BE TREATED. GUTTER WITH MATCHING DOWNSPOUTS CONNECTED TO STORM DRAIN AND RUN TO COMPLIANCE CERTIFICATE (WSEC 401.3). THIS SHALL BE PRESENT TO THE INSPECTOR HB APPROVED DISCHARGE, PER CIVIL. CUSTOM FABRICATED RAKE AT GUTTER END. DIVISION 13 - SPECIAL CONSTRUCTION: N/A AS A SIGNED AFFIDAVIT DOCUMENTING THE DUCT LEAKAGE TESTING RESULTS. FINISH CARPENTRY: DOWNSPOUT LOCATIONS PER PLANS. EXCEPTION: THE TOTAL LEAKAGE TEST IS NOT REQUIRED FOR DUCTS AND AIR DETAIL SECTION FOUND El DOWNSPOUT COMPLY WITH AWI QUALITY STANDARDS "CUSTOM", UNLESS INDICATED OTHERWISE. DIVISION 14 - CONVEYING SYSTEMS: N/A IDS HANDLERS LOCATED ENTIRELY WITHIN THE BUILDING THERMAL ENVELOPE. DUCTS ON SHEET A101 USE ONLY SEASONED LUMBER. CONCEAL FASTENERS WHEREVER POSSIBLE, EXCEPT ROOF VENTING: LOCATED IN CRAWL SPACES DO NOT QUALIFY FOR THIS EXCEPTION. WHERE EXPOSED FASTENERS ARE SHOW. HOT -DIP GALVANIZED OR STAINLESS STEEL PROVIDE LOW -PROFILE EAVE (RIDGEVENT20 BY AIR VENT INC, OR APPROVED EQUAL), DIVISION 15 - MECHANICAL: 2. A RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE COMPLYING WITH WSEC 401.3 IS METER ELECTRICAL METER FASTENERS FOR WORK EXPOSED TO EXTERIOR AND HIGH HUMIDITY. INSTALL RIDGE, AND RAKE VENTING AS WELL AS HAT -VENTS WHERE SHOWN. UN -VENTED REQUIRED TO BE COMPLETED BY THE DESIGN PROFESSIONAL OR BUILDER AND 1 0 EXTERIOR TRIM WITH MINIMAL POSSIBLE NUMBER OF JOINTS. CENTER JOINTS OVER CAVITY: CLOSED -CELL WATER -BASED SPRAY FOAM INSULATION R-7 PER INCH. SPRAY -IN HEATING AND VENTILATION: PERMANENTLY POSTED WITHIN 3' OF THE ELECTRICAL PANEL PRIOR TO THE FINAL VERTICAL MEMBERS WHEREVER POSSIBLE. STAGGER JOINTS IN ADJACENT RELATED WHERE SHOWN. RADIANT HEATING SYSTEM WITH HIGH EFFICIENCY GAS WATER HEATER/ BOILER, INSPECTION. 4 A1.0 2 INTERIOR ELEVATION EP ELECTRICAL PANEL MEMBERS. COPING TO RETURN, MITER AT CORNERS TO PRODUCE TIGHT FITTING MINIMUM UEF OF 0.91 MEETING 2018 WSEC. 3. MINIMUM 90% OF ALL INTERIOR LUMINARIES SHALL BE HIGH EFFICACY LUMINARIES FOUND ON SHEET A1.0 JOINTS. USE SCARF JOINTS FOR END TO END JOINTS, INSTALL WITH FLUSH ROOF FLASHING: HEAT RECOVERY VENTILATION SYSTEM TO BE INSTALLED ENTIRELY IN CONDITIONED AND ALL EXTERIOR LIGHTING SHALL BE HIGH EFFICIENCY LUMINARIES. APPEARANCE. KERF BACKS AS REQUIRED TO AVOID WARPING. HAND SELECT LUMBER PROVIDE FLASHING AND OTHER WEATHER PROTECTION PER IRC SECTIONS R903 AND SPACE. ALL EQUIPMENT INSTALLED PER MANUFACTURERS RECOMMENDATIONS. 4. WSEC - ENERGY EFFICIENCY REQUIREMENT (MANDATORY) FOR A MEDIUM DWELLING 3 0 UNDISTURBED EARTH FOR INTERIOR TRIM OF SIMILAR GRAIN AND COLORATION. PRE -STAIN SEAL AND FINISH R905. VALLEY FLASHING SHALL BE ENAMELED METAL WITH V-CRIMP TYPICAL. ROOF- UNIT, 6 ENERGY CREDIT POINTS MUST BE MET PER TABLE R406.3. PER OWNER. TO -MASONRY CONDITIONS SHALL HAVE ENAMELED STEPFLASH AND COUNTERFLASH. SOURCE SPECIFIC EXHAUST FANS: 5. EACH DWELLING UNIT IS REQUIRED TO BE PROVIDED WITH AT LEAST ONE COMPACTED FILL PROVIDE EXHAUST FANS WHERE SHOWN. PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE. EXIT STAIRWAY CONSTRUCTION: DIVISION 8 -DOORS AND WINDOWS: GRAVEL CONSTRUCT ALL STAIRS IN ACCORDANCE WITH IRC SECTION R311.7, AND AS DETAILED METAL DUCTS: EXIT DIRECTION IN THESE DRAWINGS. EXTERIOR DOORS: JOINTS TAPED, INSULATED PER WSEC 403.3. RIGID OR SPRAY ALL EXTERIOR DOORS SHALL BE SELECTED BY OWNER. COLOR TO BE DETERMINED. INSULATION FIREBLOCKS: PROVIDE CONTINUOUS INTERLOCKING METAL WEATHER-STRIPPING, BRASS ANODIZED GARAGE/ CARPORT DUCTS: O HEAT DETECTOR INSTALL FIRE BLOCKING IN WALL/CEILING LINE OF CONCEALED SOFFIT SPACES AND 10- METAL THRESHOLD, CYLINDER ENTRY LOCK ACCESS AND DEADBOLT DRILLING. N/A BIBS BLOWN -IN FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL, PER IRC SECTION R302.11. INSTALL DOUBLE -GLAZED SAFETY GLASS, WITH LOW-E (COLOR TO MATCH WINDOWS), AS INSULATION BLOCKING AT EXTERIOR WALL AT EAVES WITHIN 5-0" OF THE PROPERTY LINE AND AT INDICATED ON DRAWINGS. U-VALUE OF DOORS TO BE 0.30 OR BETTER; DOORS WITH EXHAUST FANS: O SMOKE DETECTOR PARTY WALLS, FROM THE TOP PLATE TO THE UNDERSIDE OF ROOF SHEATHING. MORE THAN 50% GLAZING TO HAVE A U-VALUE OF 0.30 OR BETTER. PROVIDE SCREENS PROVIDE EXHAUST FANS WHERE SHOWN ON FLOOR PLANS. STONE AT SLIDING DOORS ONLY WHEN INDICATED ON DRAWINGS. PROVIDE INNOTECH OR DRAFTSTOPS: EQUAL AS APPROVED BY ARCHITECT / OWNER. THERMOSTAT(S): sic SMOKE & CARBON N/A PROVIDED BY MECHANICAL CONTRACTOR; VERIFY LOCATION(S) W/OWNER. MONOXIDE DETECTOR BATT INSULATION INTERIOR DOORS: FIRESTOPS: ALL INTERIOR DOORS BY OWNER. CLEAR COATED (BOTH SIDES) WOOD VENEER OR GAS APPLIANCE FIREPLACES: A EXHAUST FAN INSTALL DWELLING UNIT RATED PENETRATIONS PER IRC R302.4. PAINTED BOTH SIDES. VERIFY W/ OWNER. ALL POCKET- AND SURFACE -SLIDER DOORS MODEL BY OWNER. INSTALL PER MANUFACTURER'S REQUIREMENTS. PER IRC R1004.2, 1 ' DOOR TAG NUMBER PREMIUM TRACK AND ROLLER HARDWARE. VERIFY W/OWNER. FACTORY BUILT HEARTH EXTENSIONS FOR APPROVED FACTORY -BUILT FIREPLACES DIVISION 7 - THERMAL & MOISTURE PROTECTION: SHALL BE INSTALLED IN ACCORDANCE WITH THE LISTING OF THE FIREPLACE. THE VENT TO OUTSIDE GARAGE DOORS: HEARTH EXTENSION SHALL BE READILY DISTINGUISHABLE FROM THE SURROUNDING 10'-0"x12'-0" DOOR SIZE VTOS MOISTURE CONTROL: PER WSEC R301.1. SEE ELEVATIONS FOR PANEL PATTERN, CLOPAY INSULATED STEEL BASE DOOR WITH FLOOR AREA. FRAMING CLEARANCES PER SELECTED UNIT. WINDOW STYLE OPTIONS, STYLE TO BE SELECTED BY OWNER. WATER METER FOUNDATION WALL DAMPROOFING: PLUMBING: <A� WINDOWS TAG NUMBER APPLY ASPHALTIC EMULSION TO ALL BELOW -GRADE FOUNDATION WALLS. ALL BELOW- DOOR HARDWARE: ALL PLUMBING TO BE INSTALLED PER THE UPC. WATER HEATERS IN UNCONDITIONED v - STEP DOWN / GRADE FOUNDATION WALLS GREATER THAN 48" HIGH SHALL ALSO BE PROTECTED -EXTERIOR DOORS: TO BE SELECTED BY OWNER, KEY LOCK EXTERIOR, KNOB LOCK SPACE SHALL HAVE A THERMAL RESISTANCE OF R-10 FOR THE HEATER BASE PER ELEVATION CHANGE WITH DRAINAGE MATTING (MIRADRAIN, DELTA -DRAIN, ENKADRAIN, OR APPROVED INTERIOR, WITH SEPARATE DEAD BOLT TO MATCH. TO BE DETERMINED BY OWNER. - R403.4.3 (WSEC WAC 51-11). PROVIDE SEISMIC STRAPS PER THE UPC. DRAIN HOT DRAWING REVISION EQUAL). INTERIOR DOORS: TO BE SELECTED BY OWNER. PROVIDE PRIVACY LOCKS AT ALL WATER TANK PRESSURE -RELIEF VALVE TO OUTSIDE OF BUILDING OR TO FLOOR DRAIN BATHROOMS AND BEDROOMS; PASSAGE LATCH AT ALL OTHERS UNLESS NOTED (PROVIDE 1" MINIMUM AIR GAP) USING HARD -DRAWN COPPER PIPING. PROVIDE KEY NOTES OTHERWISE; MATCHING HINGES TO MATCH LATCH SETS. VERIFY W/OWNER. PROVIDE 2 RETICULATING PUMP AND PLUMB FOR INSTANT HOT WATER. SOURCES OF IGNITION 1i WALL TAG ASSEMBLY PAIR BUTTS ON ALL 8'-0" HIGH DOORS, 1-1/2 PAIR BUTTS ON 6-8" OR 7'-0" DOORS. MUST BE KEPT AT LEAST 18" ABOVE FLOOR LINE. PROVIDE PLUMBING TO ALL FIXTURES PROVIDE DOOR -STOPS TO MATCH HARDWARE. SHOWN ON DRAWINGS. PROVIDE INSULATION FOAM AT ALL FLOOR, ROOF, AND WALL WHOLE HOUSE FAN PLUMBING PENETRATIONS. TO ACHIEVE WSEC CREDIT OPTION 5A PER TABLE 406.2 ALL $wH CONTROL SHOWERHEAD AND KITCHEN SINK FAUCETS SHALL HAVE MAXIMUM FLOW OF 1.75 GPM. ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS. MEDICI ARCHITECTS 1 171 1 SE 8TH STREET 200 W. RIVER ST. SUITE 100 SUITE 301 BELLEVUE, WA 98005 KETCHUM, ID 83340 TEL: (425) 453-9298 TEL: (208) 726-0194 REGISTRATION: 6926 REGISTERED ARCHI ECT ILY D. STAT OFW SHINGTON INTAKE DATE: 01/28/2022 REVISIONS: DATE: PROJECT / CLIENT: M&M CEDAR RESIDENCE MASSIMO & MELINDA RAMELLA-PEZZA PROJECT ADDRESS: 702 CEDAR ST EDMONDS WA 98020 DRAWING NAME: GENERAL NOTES DRAWN BY: KKH CHECKED By: ST PHASE: CONSTRUCTION DRAWINGS This drawing is the exclusive property of MEDICI ARCHITECTS, and can be reproduced only with the permission of the Architect. Variations and modifications to work shown on this drawing shall not be carried out without written permission from the Architect. APPROVED FOR CONSTRUCTION: RESUB� Feb 04 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L J PROJECT No.: A20 113 DATE: 1 /28/2022 A002 PLOT SCALE: 1:1 4'-6" 7'-6" 6'-0" 00 2'-8" 4'-10" 5'-0" 3'-0" 2'-0" 4'-6" 3'-0" o ^ 8' HDR iv N <A> c\I - <p> O O CV ; ^ ; v o Zo B io <C> CC,19 00 00 0 zo LJ `_o 0 zo - 0 o FIFE- 0 2, '-0" 5'-0" � 8' HDR �� o0 GG 00 <GSG CO Zh FFE 4'-6" 2'-2" 1'-8" 3'-6" � 8' HDR b0M-1 00 00 6 00 <R> � v LA ih FIFE 3'-0" FFE 3'-0" 0 0 00 8'-0" SG 2'-6" 2'-8" 4'-0" o O o O o 10 0 00 00 00 00 FIFE NOTE: DOOR HEADER TO ALIGN WITH ADJACENT WINDOW HEADER I. 4'-0" k 7'-6" 5'-5" 4'-10" 2'-8" q O (V o J _ oo in N ;;1- <K> (0 v N N 00 00 7'-6" 6'-0" 4'-6" 2'-8" 4' <U> ^ <W> X> 2'-2" L0 L 1 v> z o M Ch bo oo�oo 4'-6" c ai 3'-0" 7'-6" 3'-0" 4'-10" 2'_8" CV N 0 0 3'-0" 0° <M> 10'-0" 3'-0" o OLO 7'-6" o Z CM _o T M. L-9"0 o 0o i O E r SC' �fr WINDOW SCHEDULE NO QTY LOCATION WIDTH HEIGHT AREA MANUF. U-VE LU OPERATION SCREEN HRDWR SG COMMENTS A 3 5'-0" 2'-0" 30 SF TBD .28 FIXED No AA 2 4'-6" 3'-0" 1'-8" 6'-0" 15 SF 18 SF TBD TBD .28 .28 FIXED FIXED No B 1 No BB 1 7'-6" 1'-6" 11.3 SF TBD .28 FIXED No C 1 2'-0" 6'-0" 12 SF TBD .28 FIXED No CC 2 4'-6" 6'-2" 55.5 SF TBD .28 FIXED OVER AWNING No D 2 3'-0" 4'-6" 27 SF TBD .28 CASEMENT No DD 1 6'-0" 2'-0" 12 SF TBD .28 FIXED No E 1 3'-0" 1'-8" 5 SF TBD .28 FIXED No F 1 7'-6" 1'-8" 12.5 SF TBD .28 FIXED FIXED No G 1 2'-0" 8'-0" 16 SF TBD .28 Yes GG 1 5'-0" 1'-8" 8.3 SF TBD .28 FIXED No H 1 4'-6" 4'-4" 19.5 SF TBD .28 FIXED CASEMENT NEXT TO FIXED No J 1 5'-5" 5'-0" 27.1 SF TBD .28 No K 1 7'-6" 6'-2" 46.3 SF TBD .28 FIXED NEXT TO CASEMENT OVER FIXED NEXT TO FIXED No L 3 4'-0" 2'-0" 24 SF TBD .28 FIXED CASEMENT OVER FIXED No M 3 3'-0" 6'-2" 55.5 SF TBD .28 No N 1 3'-0" 1'-6" 4.5 SF TBD .28 FIXED No P 1 3'-0" 1'-6" 4.5 SF TBD .28 FIXED No Q 1 2'-11" 2'-0" 5.8 SF TBD .28 FIXED No R 6 2'-2" 4'-8" 60.7 SF TBD .28 CASEMENT No S 2 1'-8" 1'-8" 5.6 SF TBD .28 FIXED No T 1 3'-6" 1'-8" 5.8 SF TBD .28 FIXED No U 1 6'-0" 1'-8" 10 SF TBD .28 FIXED No V 1 2'-2" 1'-6" 3.3 SF TBD .28 FIXED No W 2 4'-6" 4'-4" 39 SF TBD .28 FIXED No X 1 7'-6" 5'-0" 37.5 SF TBD .28 CASEMENT NEXT TO FIXED No No Y 1 3'-0" 5'-0" 15 SF TBD .28 FIXED Z 1 7'-6" 1'-6" 11.3 SF TBD .28 FIXED No Window Count: 45 597.8 SF Total Window Area: 597.80 SF 0.28 UA = 167.38 Total Skylight Area: 0 10.5 UA = 0 NOTE: SEE A0.3 & A4.0-A4.1 FOR WINDOW DIVISIONS. TOTAL UA = 167.38 Notes: 1. GENERAL CONTRACTOR SHALL PROVIDE MANUFACTURER'S DATA ON ALL WINDOWS SHOWING COMPLIANCE WITH THE 2018 WASHINGTON STATE ENERGY CODE. 2. ALL EXTERIOR TRUE DIVIDED FIXED TRANSOM GLAZING TO BE POSITIONED AT UPPER SASH. 3. ALL WINDOWS TO BE NFRC CERTIFIED AND LABELED. 4. DIMENSIONS INDICATE NOMINAL SIZE. ROUGH OPENING PER MANUFACTURER RECOMMENDATIONS. 5. SAFETY GLASS INDICATED WITH "SG". 6. OPERATION SHOWN ON SCHEDULE IS GENERIC. WINDOW OPERATION PER ELEVATION. 7. SEE GENERAL NOTES FOR WINDOW FALL PROTECTION. 8. OPERABLE WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4" DIAMETER SPHERE WHERE SUCH OPENINGS ARE WITHIN 24" OF FINISHED FLOOR, TYP PER IRC R312.2. EXTERIOR DOOR SCHEDULE NO QTY LOCATION WIDTH HEIGHT AREA MANUF U-VALUE DOOR TYPE CONFIG. COMMENTS 1 1 ENTRY 3'-0" 8'-0" 24 SF TBD .28 DOUBLE ACTING 2 1 MUDROOM 3'-0" 8'-0" 24 SF TBD .28 SWING SLIDIING SAFTY GLASS 3 1 1ST FLOOR DECK 8'-0" 8'-0" 64 SF TBD .28 4 1 GARAGE 16'-0" 8'-0" 128 SF TBD OVERHEAD 5 1 GARAGE 10'-0" 10'-0" 100 SF TBD OVERHEAD 6 1 GARAGE 2'-11" 8'-0" 23.3 SF TBD .28 SWING 7 1 2ND FLOOR DECK 8'-9" 8'-0" 70 SF TBD .28 SLIDING SAFTY GLASS Exterior Door Total: 7 433.3 SF Total Exterior Door Area: 433.30-251.3= 182.00 SF 0.28 U X A = 50.96 Notes: 1. GENERAL CONTRACTOR SHALL PROVIDE MANUFACTURER'S DATA ON ALL WINDOWS SHOWING COMPLIANCE WITH THE 2018 WASHINGTON STATE ENERGY CODE. 2. ALL EXTERIOR TRUE DIVIDED FIXED TRANSOM GLAZING TO BE POSITIONED AT UPPER SASH. 3. VERIFY ALL DOOR TYPES & HARDWARE W/OWNER PRIOR TO ORDERING. 4. DOOR SEPARATING UN -HEATED FROM HEATED SPACE TO BE U=0.28 MAX PER WSEC 2018. 5. ALL DOOR WITH GLAZING TO BE NFRC CERTIFIED AND LABELED. 6. ALL HARDWARE TO BE BRUSHED NICKLE FINISH 2-PAIR BUTT HINGES. CONFIRM WITH OWNER. 7. ALL EXTERIOR DOOR FRAMES TO BE METAL. VERIFY W/ OWNER 8. EGRESS DOORS SHALL MEET THE REQUIREMENTS OF IRC SECTION R311. 9. DIMENSIONS INDICATE NOMINAL SIZE. ROUGH OPENING PER MANUFACTURER RECOMMENDATIONS. 10. OPERATION SHOWN ON SCHEDULE IS GENERIC. DOOR OPERATION PER PLAN. INTERIOR DOOR SCHEDULE NO QTY LOCATION WIDTH HEIGHT MANUF. DOOR TYPE COMMENTS 8 3 BASEMENT POWDER ROOM, 1ST FLOOR CLOSET, BATH 03 2'-6" 8'-0" TBD SWING 9 3 AWAY ROOM, PRIMARY CLOSET, PRIMARY BATH 2'-8" 8'-0" TBD SWING 10 2 AWAY ROOM CLOSET, STUDIO 4'-0" 8'-0" TBD DOUBLE SWING 11 1 BED 03 CLOSET 4'-6" 8'-0" TBD SLIDING 12 1 BED 03 2'-10" 8'-0" TBD SWING 13 5 VARIES 3'-0" 8'-0" TBD SWING Interior Door Total: 15 Notes: 1. GENERAL CONTRACTOR SHALL PROVIDE MANUFACTURER'S DATA ON ALL WINDOWS SHOWING COMPLIANCE WITH THE 2018 WASHINGTON STATE ENERGY CODE. 2. ALL EXTERIOR TRUE DIVIDED FIXED TRANSOM GLAZING TO BE POSITIONED AT UPPER SASH. 3. VERIFY ALL DOOR TYPES & HARDWARE W/OWNER PRIOR TO ORDERING. 4. DOOR SEPARATING UN -HEATED FROM HEATED SPACE TO BE U=0.28 MAX PER WSEC 2018. 5. ALL HARDWARE TO BE BRUSHED NICKEL FINISH 1 1/2-PAIR BUTT HINGES. VERIFY W/ OWNER. 6. ALL DOORS STANDARD DIMENSION 4 1/2" FROM HINGE JAMB TO ADJACENT FRAMING UNLESS OTHERWISE NOTED. (UNO) 7. EGRESS DOORS SHALL MEET THE REQUIREMENTS OF IRC SECTION R311. 8. DIMENSIONS INDICATE NOMINAL SIZE. ROUGH OPENING PER MANUFACTURER RECOMMENDATIONS. 9. OPERATION SHOWN ON SCHEDULE IS GENERIC. DOOR OPERATION PER PLAN. 10. SURFACE SLIDER DOOR PANELS TO BE 6" WIDER AND 2" TALLER THAN OPENING. MEDICI ARCHITECTS 1 171 1 SE 8TH STREET 200 W. RIVER ST. SUITE 100 SUITE 301 BELLEVUE, WA 98005 KETCHUM, ID 83340 TEL: (425) 453-9298 TEL: (208) 726-0194 REGISTRATION: 6926 REGISTERED ARCH ECT STAT O� SHINGTON INTAKE DATE: 01 /28/2022 REVISIONS: DATE: PROJECT / CLIENT: M&M CEDAR RESIDENCE MASSIMO & MELINDA RAMELLA-PEZZA PROJECT ADDRESS: 702 CEDAR ST EDMONDS WA 98020 DRAWING NAME: SCHEDULES DRAWN BY: KKH CHECKED By: ST PHASE: CONSTRUCTION DRAWINGS This drawing is the exclusive property of MEDICI ARCHITECTS, and can be reproduced only with the permission of the Architect. Variations and modifications to work shown on this drawing shall not be carried out without written permission from the Architect. APPROVED FOR CONSTRUCTION: � RESUB SUB Feb 04 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L J PROJECT No.: A20 113 DATE: 09-03-2021 A003 PLOT SCALE: 1:1 KEY NOTES 101 16"x8" CRAWL SPACE VENT AND VENT WELLS AS REQUIRED TO ENSURE AIR FLOW PER IRC 408.1, TYP. 102 CRAWL SPACE ACCESS PER R408.4. THROUGH FLOOR 18"x24" MIN OPENING WITH R-38 INSULATION. PERIMETER WALL 16"x24" MIN. OPENING WITH R-21 INSULATION. RETAINING WALL PER STRUCTURAL PLANS. MAX WALL HEIGHT OF EACH 110 WALL SHALL BE NO GREATER THAN 48" FROM FINISHED GRADE. 111 CONCRETE SLAB PER STRUCTURAL. OVER 6-MIL BLACK VAPOR BARRIER, OVER A MINIMUM 4" OF FREE -DRAINING GRAVEL. 115 PLUMBING FIXTURE ABOVE. VERIFY DIMENSIONS IN FIELD PER FIXTURE SELECTION. 118 4" SQUARE DOWNSPOUT - POWDER COATED. TIGHTLINE ALL DOWNSPOUTS TO STORMWATER SYSTEM PER CIVIL, TYP. 119 LINE OF FOOTING BELOW, TYP. I@ CRAWL SPACE VENTILATION CRAWL SPACE AREA = 558.33 SF VENTILATION REQUIRED: (558.33 SF x 144 SI) / 1500 = 53.60 SI REQUIRED USE: 16"x8" FOUNDATION VENTS NET VENT AREA = 98.0 SI (-25%) = 73.5 SI VENTS REQUIRED = 53.60 SI / 73.5 SI = .72 VENT PROVIDE: (3) 16"x8" VENTS = 220.5 SI TOTAL MIN. VENTILATION PROVIDED =220.5 SI IS GREATER THAN 53.60 REQUIRED. NOTE: MINIMUM 1 SI/300 SF VENTILATION REQUIRED OR 1 SI/1500 SF IF CLASS 1 VAPOR RETARDER OVER ENTIRE GROUND SURFACE IS PROVIDED. REFERENCE IRC & WA AMENDMENT 408.1. FOUNDATION PLAN NOTES 1 3. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH). DEPTH OF FOOTINGS TO BE DETERMINED BY STRUCTURAL ENGINEER. FOUNDATION EXCAVATION, BACKFILL AND COMPACTION SHALL CONFORM TO SPECIFICATION REQUIREMENTS. THIS CONSTRUCTION WORK, INCLUDING DRAINAGE, SHORING AND SUCH OTHER RELATED WORK AS REQUIRED, SHALL BE CONDUCTED BY THE CONTRACTOR. STOP WORK IF RECOMMENDED EXCAVATION CUT OR BEARING SOIL CHANGES OCCUR IN EITHER HORIZONTAL OR VERTICAL DIRECTION AND NOTIFY IMMEDIATELY THE GEOTECHNICAL ENGINEER AND STRUCTURAL ENGINEER. AT WHICH POINT THE ENGINEERS SHALL DETERMINE CAUSE OF DISPLACEMENT AND DEVELOP AND IMPLEMENT REMEDIAL MEASURES. REFER TO STRUCTURAL PLANS FOR ALL FRAMING & FOUNDATION INFORMATION ALL IMPERVIOUS SURFACES TO BE GRADED TO SLOPE AND DRAIN AWAY FROM THE STRUCTURE MIN. 1/4" PER FOOT. -- CD) FOUNDATION PLAN 1 /4" =1 '-0" SYMBOL LEGEND SEE GENERAL NOTES SHEET A0.2 FOR COMPLETE SYMBOL INDEX. WALL ABOVE F NEW DIAGRAMMATIC FOUNDATION WALL & FOOTING. I 0 VERIFY SIZE WITH STRUCTURAL. L-_-J NEW SLAB ON GRADE F l POST AND PLINTH - VERIFY SIZE AND TYPE WITH STRUCTURAL PLAN T.O.W. 119.12' TOP OF WALL ELEVATION 1117, MEDICI ARCHITECTS 1 171 1 SE 8TH STREET 200 W. RIVER ST. SUITE 100 SUITE 301 BELLEVUE, WA 98005 KETCHUM, ID 83340 TEL: (425) 453-9298 TEL: (208) 726-0194 REGISTRATION: 6926 REGISTERED ARCH ECT C E ILY D. BUCH TER STATE OF WASHINGTON INTAKE DATE: 01 /28/2022 REVISIONS: DATE: PROJECT / CLIENT: M&M CEDAR RESIDENCE MASSIMO & MELINDA RAMELLA-PEZZA PROJECT ADDRESS: 702 CEDAR ST EDMONDS WA 98020 DRAWING NAME: FOUNDATION PLAN DRAWN BY: KKH CHECKED By: ST PHASE: CONSTRUCTION DRAWINGS This drawing is the exclusive property of MEDICI ARCHITECTS, and can be reproduced only with the permission of the Architect. Variations and modifications to work shown on this drawing shall not be carried out without written permission from the Architect. APPROVED FOR CONSTRUCTION: F RE B� SU Feb 04 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L J PROJECT No.: A20 113 DATE: 1 /28/2022 PLOT SCALE: 1:1 Al 00 4 3 2 2 5. KEY NOTES 102 CRAWL SPACE ACCESS PER R408.4. THROUGH FLOOR 18"x24" MIN OPENING WITH R-38 INSULATION. PERIMETER WALL 16"x24" MIN. OPENING WITH R-21 INSULATION. CRAWL SPACE. MINIMUM 18" TALL. 124 210 PROJECT BASE POINT. SEE SITE PLAN AND CIVIL FOR COORDINATION. 211 WALL MOUNTED WARMSOURCE GAS HOT WATER HEATER/BOILER 86,829 MAX BTU, AFUE 95% MIN. UEF .91 MIN. 232 PREMANUFACTURED PLANTER ABOVE. 234 LINE OF LANDING ABOVE 235 LINE OF UPPER CABINETS ABOVE 238 4" SQUARE DOWNSPOUT - POWDER COATED. TIGHTLINE ALL DOWNSPOUTS TO STORMWATER SYSTEM PER CIVIL PLANS, TYP. HEAT RECOVERY VENTILATOR (HRV) - ZEHNDER COMFOAIR 550 VENTILATION UNIT. INSTALLATION REQUIREMENTS PER MANUFACTURER. SUPPLY AND EXHAUST VENTS TO BE LOCATED MINIMUM 1O' APART. 264 270 WARMBOARD-R. INSTALL PER MANUFACTURERS INSTRUCTIONS. a d ._ HOUSE VENTILATION 2018 IRC - PROVIDE WHOLE HOUSE VENTILATION PER M1505, INTERMITTENT WHOLE HOUSE VENTILATION USING EXHAUST FAN PER 1505.4, TABLE1505.4.3(1) & TABLE1505.4.3(2), PROVIDE CONTROLS PER 1505.4.2. COMPLY WITH WSEC R403.6.1. SYMBOL LOCATION MINIMUM FAN REQUIREMENTS A BATH & MIN. 50 CFM (INTERMITTENT) @ 0.25" WG (TABLE POWDER M1505.4.4) e KITCHEN MIN. 100 CFM (INTERMITTENT) @ 0.25" WG (TABLE M 1505.4.4) RANGE HOOD OR DOWN DRAFT EXHAUST FAN RATED AT MIN. 100 CFM AT 0.10" WG MAY BE USED FOR EXHAUST FAN REQUIREMENT. IF OVER 400 CFM, MAKEUP AIR IS REQUIRED IN THE SAME ROOM PER M1503.6. LAUNDRY MIN. 75 CFM (INTERMITTENT) @ 0.25" WG - TO FUNCTION ROOM AND BE LABELED AS WHOLE HOUSE FAN (2-3 BEDROOMS 3,001<4,500 SF) TO OPERATE 25% OF TIME IN EACH 4- HOUR SEGMENT. PER M1507.3.4: WHERE WHOLE HOUSE VENTILATION USING EXHAUST FANS IS PROVIDED, 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 IS REQUIRED BY TABLE M1504.4.3(1). WHERE OUTDOOR AIR SUPPLIES ARE SEPARATED FROM EXHAUST POINTS BY DOORS, DOORS SHALL BE UNDERCUT BY 1/2" MINIMUM ABOVE THE SURFACE OF THE FINISH FLOOR COVERING. ** PROVIDE 84 SQUARE INCHES OF NET FREE OPENING AREA PER HABITABLE ROOM, MINIMUM. 17 FLOOR PLAN NOTES 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS & CONDITIONS PRIOR TO CONSTRUCTION. 2. SEE STRUCTURAL DRAWINGS FOR ALL POSTS, BEAMS AND HEADERS. 3. PROVIDE SOLID BLOCKING OVER SUPPORTS. 4. PROVIDE FIRE BLOCKING @ ALL PLUMBING PENETRATIONS. 5. WINDOWS & DOORS ARE SHOWN & NOTED AS NOMINAL SIZES. 6. DOOR JAMB 4.5" FROM CORNER TYP., U.N.O. 7. SEE SHEETS AO.3, A4.0 & A4.1 FOR WINDOW & DOOR HEADER HEIGHTS ABOVE FINISHED FLOOR. 8. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 9. EXTERIOR WALLS TO BE 2x6 STUDS @ 16" O.C., U.N.O. 10. INSTALL SIMPSON CONC. TO WOOD HOLDOWNS PER STRUCTURAL DRAWINGS, ALSO SEE MANUFACTURER'S SPECS. 11. SMOKE & CARBON MONOXIDE DETECTORS: • SHALL BE 110V INTERCONNECTED W/ BATTERY BACKUP. • SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING ROOMS. • SHALL BE INSTALLED ON EACH FLOOR AND IN ALL BEDROOMS. • SHALL BE INSTALLED IN EACH LOCATION WHERE THERE IS A CEILING CHANGE OF GREATER THAN 24" 1. SEE SHEET AO.2 FOR ADDITIONAL NOTES. 2. FRESH AIR PROVIDED BY WHOLE -HOUSE EXHAUST FAN WITH FRESH AIR PORT (NET 4 SF IN MIN. OPENING) AT EACH HABITABLE ROOM. A TIMER OPERATES AN EXHAUST FAN WHICH PULLS OUTSIDE AIR THROUGH AIR INLETS LOCATED IN EACH HABITABLE ROOM. BASEMENT PLAN 1/411=1'-01' 3. ALL SHOWERHEAD AND KITCHEN SINK FAUCETS SHALL BE RATED @ 1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED @ 1.OGPM OR LESS. CONTRACTOR TO KEEP PRODUCT LITERATURE ON SITE. LIMITING DEVICE FOR TUBS TO PROVIDE MAX. 120OF HOT WATER TEMPERATURE. 4. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH). DEPTH OF FOOTINGS TO BE DETERMINED BY STRUCTURAL ENGINEER. FOUNDATION EXCAVATION, BACKFILL AND COMPACTION SHALL CONFORM TO SPECIFICATION REQUIREMENTS. THIS CONSTRUCTION WORK, INCLUDING DRAINAGE, SHORING AND SUCH OTHER RELATED WORK AS REQUIRED, SHALL BE CONDUCTED BY THE CONTRACTOR. STOP WORK IF RECOMMENDED EXCAVATION CUT OR BEARING SOIL CHANGES OCCUR IN EITHER HORIZONTAL OR VERTICAL DIRECTION AND NOTIFY IMMEDIATELY THE GEOTECHNICAL ENGINEER AND STRUCTURAL ENGINEER. AT WHICH POINT THE ENGINEERS SHALL DETERMINE CAUSE OF DISPLACEMENT AND DEVELOP AND IMPLEMENT REMEDIAL MEASURES. SYMBOL LEGEND SEE GENERAL NOTES SHEET AO.2 FOR COMPLETE SYMBOL INDEX. MEDICI ARCHITECTS 1 171 1 SE 8TH STREET 200 W. RIVER ST. SUITE 100 SUITE 301 BELLEVUE, WA 98005 KETCHUM, ID 83340 TEL: (425) 453-9298 TEL: (208) 726-0194 REGISTRATION: 6926 REGISTERED ARCH ECT C E ILY D. BUCH TER STATE OF WASHINGTON INTAKE DATE: 01/28/2022 REVISIONS: DATE: PROJECT / CLIENT: M&M CEDAR RESIDENCE MASSIMO & MELINDA RAMELLA-PEZZA PROJECT ADDRESS: 702 CEDAR ST EDMONDS WA 98020 DRAWING NAME: BASEMENT PLAN DRAWN BY: KKH CHECKED By: ST PHASE: CONSTRUCTION DRAWINGS This drawing is the exclusive property of MEDICI ARCHITECTS, and can be reproduced only with the permission of the Architect. Variations and modifications to work shown on this drawing shall not be carried out without written permission from the Architect. APPROVED FOR CONSTRUCTION: F RESUB SUB Feb 04 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L J PROJECT No.: A20 113 DATE: 1 /28/2022 A200 PLOT SCALE: 1:1 w 0 N 1 ST FLOOR PLAN 1/4117 11-011 0 MEDICI ARCHITECTS 1 171 1 SE 8TH STREET 200 W. RIVER ST. SUITE 100 SUITE 301 BELLEVUE, WA 98005 KETCHUM, ID 83340 TEL: (425) 453-9298 TEL: (208) 726-0194 REGISTRATION: 6926 REGISTERED ARCH ECT C E ILY D. BUCH TER STATE OF WASHINGTON INTAKE DATE: 01/28/2022 REVISIONS: DATE: PROJECT / CLIENT: M&M CEDAR RESIDENCE MASSIMO & MELINDA RAMELLA-PEZZA PROJECT ADDRESS: 702 CEDAR ST EDMONDS WA 98020 DRAWING NAME: 1 ST FLOOR PLAN DRAWN BY: KKH CHECKED By: ST PHASE: CONSTRUCTION DRAWINGS This drawing is the exclusive property of MEDICI ARCHITECTS, and can be reproduced only with the permission of the Architect. Variations and modifications to work shown on this drawing shall not be carried out without written permission from the Architect. KEY NOTES KEY NOTES HOUSE VENTILATION APPROVED FOR CONSTRUCTION: 202 PROVIDE ILLUMINATION PER IRC R303.7: INTERIOR STAIRWAYS SHALL BE 222 LINE OF BUILDING ABOVE. 2018 IRC - PROVIDE WHOLE HOUSE VENTILATION PER M1505, INTERMITTENT WHOLE FLOOR PLAN NOTES F PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS 230 EXTERIOR PORTION OF HEAT PUMP COMPRESSOR. HOUSE VENTILATION USING EXHAUST FAN PER 1505.4, TABLE1505.4.3(1) & RESU B AND TREADS. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATION 235 LINE OF UPPER CABINETS ABOVE TABLE1505.4.3(2), PROVIDE CONTROLS PER 1505.4.2. COMPLY WITH WSEC R403.6.1. 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS & CONDITIONS PRIOR 3. ALL SHOWERHEAD AND KITCHEN SINK FAUCETS SHALL BE RATED @ 1.75 GPM LEVELS NOT LESS THAN 1 FOOT-CANDLE (11 LUX) AS MEASURED AT THE TO CONSTRUCTION. OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED @ 1.OGPM OR Feb 04 2022 CENTER OF TREADS AND LANDINGS. 236 WOOD STAIR. FRAMING PER STRUCTURAL SYMBOL LOCATION MINIMUM FAN REQUIREMENTS 2. SEE STRUCTURAL DRAWINGS FOR ALL POSTS, BEAMS AND HEADERS. LESS. CONTRACTOR TO KEEP PRODUCT LITERATURE ON SITE. LIMITING DMONDS 238 4" SQUARE DOWNSPOUT - POWDER COATED. TIGHTLINE ALL DOWNSPOUTS CILOPMTY OF ETSERVI A BATH & MIN. 50 CFM INTERMITTENT 0.25" WG TABLE 3. PROVIDE SOLID BLOCKING OVER SUPPORTS. DEVICE FOR TUBS TO PROVIDE MAX. 120OF HOT WATER TEMPERATURE. DEVELOPMENMENT Es 203 GUARDRAILS: MIN. HEIGHT 36" IRC R312.1.2. REQUIRED GUARDS SHALL NOT ( ) @ ( DEPARTMENT TO STORMWATER SYSTEM PER CIVIL PLANS, TYP. HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD POWDER M1505.4.4) 4. PROVIDE FIRE BLOCKING @ALL PLUMBING PENETRATIONS. 4. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, HEIGHT WHICH ALLOW PASSAGE OF A SPHERE 4" IN DIAM. IRC R312.1.3 248 DECKS - OPEN TILES, WOOD FRAMING BELOW. KITCHEN MIN. 100 CFM (INTERMITTENT) @ 0.25" WG (TABLE 5. WINDOWS & DOORS ARE SHOWN & NOTED AS NOMINAL SIZES. COMPACTED STRUCTURAL FILL OR BOTH). DEPTH OF FOOTINGS TO BE a EXCEPTIONS: 1) THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, 255 1-HOUR FIRE RATED WALL BETWEEN DWELLING UNIT AND GARAGE. M1505.4.4) 6. DOOR JAMB 4.5" FROM CORNER TYP., U.N.O. DETERMINED BY STRUCTURAL ENGINEER. FOUNDATION EXCAVATION, FORMED BY RISER, TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT 262 PRE -MANUFACTURED PLANTER. 7. SEE SHEETS AO.3, A4.0 & A4.1 FOR WINDOW & DOOR HEADER HEIGHTS BACKFILL AND COMPACTION SHALL CONFORM TO SPECIFICATION 263 LINE OF BUILT IN NOOK ABOVE. MIN. 100 CFM ATT 0.10" WG MAY BE USED FOR EXHAUST ALLOW PASSAGE OF A SPHERE OF 6" IN DIAM. 2) GUARDS ON THE OPEN SIDE RANGE HOOD DOWN DRAFT EXHAUST FAN RATED AT ABOVE FINISHED FLOOR. REQUIREMENTS. THIS CONSTRUCTION WORK, INCLUDING DRAINAGE, OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A FAN REQUIREMENTIF OVER 400 CFMMAKEUP AIR IS 8. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. SHORING AND SUCH OTHER RELATED WORK AS REQUIRED, SHALL BE 268 HRV INTAKE AND EXHAUST DUCTS. . , SPHERE 4-3/8" IN DIAM. 9. EXTERIOR WALLS TO BE 2x6 STUDS @ 16" O.C., U.N.O. CONDUCTED BY THE CONTRACTOR. STOP WORK IF RECOMMENDED 205 GAS FIREPLACE: DIRECT VENT UP THROUGH THE ROOF PER 269 WARMBOARD-S. INSTALL PER STRUCTURAL AND MANUFACTURERS REQUIRED IN THE SAME ROOM PER M1503.6. 10. INSTALL SIMPSON CONC. TO WOOD HOEDOWNS PER STRUCTURAL EXCAVATION CUT OR BEARING SOIL CHANGES OCCUR IN EITHER L J MANUFACTURER'S REQUIREMENTS. UNIT TO BE SELECTED BY OWNER. INSTRUCTIONS. LAUNDRY MIN. 75 CFM (INTERMITTENT) @ 0.25" WG - TO FUNCTION DRAWINGS, ALSO SEE MANUFACTURER'S SPECS. HORIZONTAL OR VERTICAL DIRECTION AND NOTIFY IMMEDIATELY THE 271 FENCE. ROOM AND BE LABELED AS WHOLE HOUSE FAN (2-3 BEDROOMS 11. SMOKE & CARBON MONOXIDE DETECTORS: GEOTECHNICAL ENGINEER AND STRUCTURAL ENGINEER. AT WHICH POINT 3,001<4,500 SF) TO OPERATE 25% OF TIME IN EACH 4- • SHALL BE 110V INTERCONNECTED W/ BATTERY BACKUP. THE ENGINEERS SHALL DETERMINE CAUSE OF DISPLACEMENT AND DEVELOP PROJECT No.: A2O 113 HOUR SEGMENT. • SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING ROOMS. AND IMPLEMENT REMEDIAL MEASURES. *" PER M1507.3.4: WHERE WHOLE HOUSE VENTILATION USING EXHAUST FANS IS • SHALL BE INSTALLED ON EACH FLOOR AND IN ALL BEDROOMS. DATE: 1/28/2022 PROVIDED, OPERABLE WINDOWS WITH AN OPENABLE AREA NOT LESS THAN 4 • SHALL BE INSTALLED IN EACH LOCATION WHERE THERE IS A CEILING SQUARE INCHES OF NET FREE AREA OF OPENING FOR EACH 10 CFM OF OUTDOOR CHANGE OF GREATER THAN 24" AIR IS REQUIRED BY TABLE M1504.4.3(1). WHERE OUTDOOR AIR SUPPLIES ARE 1. SEE SHEET AO.2 FOR ADDITIONAL NOTES. SEPARATED FROM EXHAUST POINTS BY DOORS, DOORS SHALL BE UNDERCUT BY 1/2" 2. FRESH AIR PROVIDED BY WHOLE -HOUSE EXHAUST FAN WITH FRESH AIR SYMBOL LEGEND MINIMUM ABOVE THE SURFACE OF THE FINISH FLOOR COVERING. PORT (NET 4 SF IN MIN. OPENING) AT EACH HABITABLE ROOM. A TIMER ** PROVIDE 84 SQUARE INCHES OF NET FREE OPENING AREA PER HABITABLE ROOM, OPERATES AN EXHAUST FAN WHICH PULLS OUTSIDE AIR THROUGH AIR A201 MINIMUM. INLETS LOCATED IN EACH HABITABLE ROOM. SEE GENERAL NOTES SHEET A0.2 FOR COMPLETE SYMBOL INDEX. PLOT SCALE: 1 :1 I T T KEY NOTES 202 PROVIDE ILLUMINATION PER IRC R303.7: INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATION LEVELS NOT LESS THAN 1 FOOT-CANDLE (11 LUX) AS MEASURED AT THE CENTER OF TREADS AND LANDINGS. 203 GUARDRAILS: MIN. HEIGHT 36" IRC R312.1.2. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW PASSAGE OF A SPHERE 4" IN DIAM. IRC R312.1.3 EXCEPTIONS: 1) THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY RISER, TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE OF 6" IN DIAM. 2) GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4-3/8" IN DIAM. 206 WASHING AND DRYING MACHINES: PROVIDE FLOOR SAVER PAN WITH P-TRAP AND PRIMER UNDER WASHER, WITH TIGHTLINE DRAIN TO SANITARY SEWER. PROVIDE DRYER BOX IN WALL FOR DRYER VENT TO PREVENT COMPROMISING DUCTWORK. 210 PROJECT BASE POINT. SEE SITE PLAN AND CIVIL FOR COORDINATION. 215 DECKS - 2X2X2 PAVERS OVER WATERPROOF MEMBRANE ROOFING PER IRC R905.13; TPO MECHANICALLY ATTACHED PER MANUFACTURER. WEATHERBONDROOFING.COM OR SIMILAR AS APPROVED. NEOPRENE GASKET BETWEEN PEDESTALS AND WATERPROOFING SYSTEM. KEY NOTES 218 WHOLE HOUSE FAN CONTROL (WHFC) PER IRC 2018 1505.4 TO COMPLY WITH WSEC R 403.6. PROGRAMMABLE ELECTRONIC TIMER SWITCH TO REGULATE RUN TIME FOR INTERMITTENT VENTILATION. MUST OPERATE AT LEAST 50% OF TIME IN EACH 4 HOUR SEGMENT PER IRC TABLE M1507.3.3(1) & (2) 221 LINE OF BUILDING BELOW. 223 LINE OF ROOF ABOVE. 229 WATERPROOF MEMBRANE ROOFING PER IRC R905.13; TPO MECHANICALLY ATTACHED PER MANUFACTURER. WWW.WEATHERBONDROOFING.COM OR SIMILAR AS APPROVED. 235 LINE OF UPPER CABINETS ABOVE 236 WOOD STAIR. FRAMING PER STRUCTURAL 237 TEMPERED GLASS 238 4" SQUARE DOWNSPOUT - POWDER COATED. TIGHTLINE ALL DOWNSPOUTS TO STORMWATER SYSTEM PER CIVIL PLANS, TYP. 249 WOOD FRAMED CANOPY WITH C-CHANNEL FASCIA. CONNECTIONS PER STRUCTURAL PLANS. SLOPE TO DOWNSPOUT. 250 VENTED PARAPET WITH 20 GA. SLOPED POWDER COATED METAL CAP FLASHING. MIN. PARAPET HEIGHT OF 36" WHEN ADJACENT TO WALKING SURFACES. 251 THROUGH -WALL POWDER COATED SCUPPER AND 4" SQUARE DOWNSPOUT. TIGHTLINE ALL DOWNSPOUTS TO STORMWATER SYSTEM, PER CIVIL. 252 UN -VENTED ROOF. PROVIDE 3" RIGID INSULATION ON EXTERIOR OF ROOF SHEATHING AND R-38 BATT INSULATION ON INTERIOR SIDE OF ROOF SHEATHING, MINIMUM TOTAL: R-49. 260 GUARDRAIL. STANDOFF SIDE MOUNT - DEFERRED SUBMITTAL. PER TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS - GUARDRAIL AND HANDRAIL 200 PER SQUARE FOOT. 261 ROOFING - METAL STANDING SEAM. ROOFING SYSTEM PER IRC R905.10. 268 HRV INTAKE AND EXHAUST DUCTS. 269 WARMBOARD-S. INSTALL PER STRUCTURAL AND MANUFACTURERS 2 1 T an,-1 iw, HOUSE VENTILATION 2018 IRC - PROVIDE WHOLE HOUSE VENTILATION PER M1505, INTERMITTENT WHOLE HOUSE VENTILATION USING EXHAUST FAN PER 1505.4, TABLE1505.4.3(1) & TABLE1505.4.3(2), PROVIDE CONTROLS PER 1505.4.2. COMPLY WITH WSEC R403.6.1. SYMBOL LOCATION MINIMUM FAN REQUIREMENTS A BATH & MIN. 50 CFM (INTERMITTENT) @ 0.25" WG (TABLE POWDER M1505.4.4) e KITCHEN MIN. 100 CFM (INTERMITTENT) @ 0.25" WG (TABLE M 1505.4.4) RANGE HOOD OR DOWN DRAFT EXHAUST FAN RATED AT MIN. 100 CFM AT 0.10" WG MAY BE USED FOR EXHAUST FAN REQUIREMENT. IF OVER 400 CFM, MAKEUP AIR IS REQUIRED IN THE SAME ROOM PER M1503.6. LAUNDRY MIN. 75 CFM (INTERMITTENT) @ 0.25" WG - TO FUNCTION ROOM AND BE LABELED AS WHOLE HOUSE FAN (2-3 BEDROOMS 3,001<4,500 SF) TO OPERATE 25% OF TIME IN EACH 4- HOUR SEGMENT. ** PER M1507.3.4: WHERE WHOLE HOUSE VENTILATION USING EXHAUST FANS IS PROVIDED, 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 IS REQUIRED BY TABLE M1504.4.3(1). WHERE OUTDOOR AIR SUPPLIES ARE SEPARATED FROM EXHAUST POINTS BY DOORS, DOORS SHALL BE UNDERCUT BY 1/2" MINIMUM ABOVE THE SURFACE OF THE FINISH FLOOR COVERING. ** PROVIDE 84 SQUARE INCHES OF NET FREE OPENING AREA PER HABITABLE ROOM, MINIMUM. MEDICI ARCHITECTS 1 171 1 SE 8TH STREET 200 W. RIVER ST. SUITE 100 SUITE 301 BELLEVUE, WA 98005 KETCHUM, ID 83340 TEL: (425) 453-9298 TEL: (208) 726-0194 REGISTRATION: 6926 REGISTERED ARCH ECT E ILY D. BUCH TER `STATE OF WASHINGTON 1 INTAKE DATE: 01/28/2022 REVISIONS: DATE: - CC) 2ND FLOOR PLAN 1/4 —11-011 FLOOR PLAN NOTES 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS & CONDITIONS PRIOR TO CONSTRUCTION. 2. SEE STRUCTURAL DRAWINGS FOR ALL POSTS, BEAMS AND HEADERS. 3. PROVIDE SOLID BLOCKING OVER SUPPORTS. 4. PROVIDE FIRE BLOCKING @ ALL PLUMBING PENETRATIONS. 5. WINDOWS & DOORS ARE SHOWN & NOTED AS NOMINAL SIZES. 6. DOOR JAMB 4.5" FROM CORNER TYP., U.N.O. 7. SEE SHEETS AO.3, A4.0 & A4.1 FOR WINDOW & DOOR HEADER HEIGHTS ABOVE FINISHED FLOOR. 8. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 9. EXTERIOR WALLS TO BE 2x6 STUDS @ 16" O.C., U.N.O. 10. INSTALL SIMPSON CONC. TO WOOD HOLDOWNS PER STRUCTURAL DRAWINGS, ALSO SEE MANUFACTURER'S SPECS. 11. SMOKE & CARBON MONOXIDE DETECTORS: • SHALL BE 110V INTERCONNECTED W/ BATTERY BACKUP. • SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING ROOMS. • SHALL BE INSTALLED ON EACH FLOOR AND IN ALL BEDROOMS. • SHALL BE INSTALLED IN EACH LOCATION WHERE THERE IS A CEILING CHANGE OF GREATER THAN 24" 1. SEE SHEET AO.2 FOR ADDITIONAL NOTES. 2. FRESH AIR PROVIDED BY WHOLE -HOUSE EXHAUST FAN WITH FRESH AIR PORT (NET 4 SF IN MIN. OPENING) AT EACH HABITABLE ROOM. A TIMER OPERATES AN EXHAUST FAN WHICH PULLS OUTSIDE AIR THROUGH AIR INLETS LOCATED IN EACH HABITABLE ROOM. PROJECT / CLIENT: M&M CEDAR RESIDENCE MASSIMO & MELINDA RAMELLA-PEZZA PROJECT ADDRESS: 702 CEDAR ST EDMONDS WA 98020 DRAWING NAME: 2ND FLOOR PLAN DRAWN BY: KKH CHECKED By: ST PHASE: CONSTRUCTION DRAWINGS This drawing is the exclusive property of MEDICI ARCHITECTS, and can be reproduced only with the permission of the Architect. Variations and modifications to work shown on this drawing shall not be carried out without written permission from the Architect. APPROVED FOR CONSTRUCTION: F 7 3. ALL SHOWERHEAD AND KITCHEN SINK FAUCETS SHALL BE RATED @ 1.75 GPM RES U B OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED @ 1.OGPM OR LESS. CONTRACTOR TO KEEP PRODUCT LITERATURE ON SITE. LIMITING Feb 04 2022 DEVICE FOR TUBS TO PROVIDE MAX. 120OF HOT WATER TEMPERATURE. CITY OFEDMONDS 4. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, DEVELDEPARTMMENTENT OPMENCES COMPACTED STRUCTURAL FILL OR BOTH). DEPTH OF FOOTINGS TO BE DETERMINED BY STRUCTURAL ENGINEER. FOUNDATION EXCAVATION, BACKFILL AND COMPACTION SHALL CONFORM TO SPECIFICATION REQUIREMENTS. THIS CONSTRUCTION WORK, INCLUDING DRAINAGE, SHORING AND SUCH OTHER RELATED WORK AS REQUIRED, SHALL BE CONDUCTED BY THE CONTRACTOR. STOP WORK IF RECOMMENDED EXCAVATION CUT OR BEARING SOIL CHANGES OCCUR IN EITHER HORIZONTAL OR VERTICAL DIRECTION AND NOTIFY IMMEDIATELY THE L _j GEOTECHNICAL ENGINEER AND STRUCTURAL ENGINEER. AT WHICH POINT THE ENGINEERS SHALL DETERMINE CAUSE OF DISPLACEMENT AND DEVELOP PROJECT No.: A20 113 AND IMPLEMENT REMEDIAL MEASURES. DATE: 1 /28/2022 SYMBOL LEGEND A202 SEE GENERAL NOTES SHEET AO.2 FOR COMPLETE SYMBOL INDEX. PLOT SCALE: 1 :1 2 5. KEY NOTES 301 ROOFING - METAL STANDING SEAM. ROOFING SYSTEM PER IRC R905.10. 302 WATERPROOF MEMBRANE ROOFING PER IRC R905.13; TPO MECHANICALLY ATTACHED PER MANUFACTURER. WWW.WEATHERBONDROOFING.COM OR SIMILAR AS APPROVED 303 5" SQUARE GUTTER - POWDER COATED. 307 VENTED EAVE. 310 UN -HEATED SPACE. VENTILATION REQUIRED. NO INSULATION REQUIRED. 313 FIREPLACE VENT TERMINATION THROUGH THE ROOF. IRC M1804.2.1. VENTS PASSING THROUGH A ROOF SHALL EXTEND THROUGH FLASHING AND TERMINATE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION REQUIREMENTS. 327 UN -VENTED ROOF. PROVIDE 3" RIGID INSULATION ON EXTERIOR OF ROOF SHEATHING AND R-38 BATT INSULATION ON INTERIOR SIDE OF ROOF SHEATHING, MINIMUM TOTAL: R-49. 329 POWDER COATED 4" SQUARE DOWNSPOUT. TIGHTLINE ALL DOWNSPOUTS TO STORMWATER SYSTEM, PER CIVIL. 331 PROVIDE FREE DRAINAGE PATH TO SCUPPER. 333 VENTED PARAPET WITH 20 GA. SLOPED POWDER COATED METAL CAP FLASHING. MIN. PARAPET HEIGHT OF 36" WHEN ADJACENT TO WALKING SURFACES. 336 WOOD FRAMED CANOPY WITH C-CHANNEL FASCIA. CONNECTIONS PER STRUCTURAL PLANS. SLOPE TO DOWNSPOUT. 337 2X2X2 DECK TILES, BISON PEDESTALS OVER HIGH DENSITY NEOPRENE GASKET SET IN WATERPROOF CAULKING WITH 1/4" OPEN GRID DECK TILES OVER WATERPROOF MEMBRANE ROOFING PER IRC R905.13. 339 GUARDRAIL. STANDOFF SIDE MOUNT - DEFERRED SUBMITTAL. PER TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS - GUARDRAIL AND HANDRAIL 200 PER SQUARE FOOT. 341 EMBEDDED COLLECTOR BOX. A' MEDICI ARCHITECTS 1 171 1 SE 8TH STREET 200 W. RIVER ST. SUITE 100 SUITE 301 BELLEVUE, WA 98005 KETCHUM, ID 83340 TEL: (425) 453-9298 TEL: (208) 726-0194 REGISTRATION: 6926 REGISTERED ARCH ECT 1 C B E ILY D. BUCH TER STATE OF WASHINGTON INTAKE DATE: 01/28/2022 REVISIONS: DATE: C 1 CORRECTIONS 10/22/21 ROOF PLAN 1/4" =1'-0" ROOF VENTILATION ROOF 1 ROOF CONSTRUCTION: PARALLEL CHORD TRUSSES ROOF AREA: 888.11 SF VENTILATION REQUIRED: UN -VENTILATED ROOF 2 ROOF CONSTRUCTION: PARALLEL CHORD TRUSSES ROOF AREA: 539.45 SF VENTILATION REQUIRED: UN -VENTILATED ROOF 3 ROOF CONSTRUCTION: PARALLEL CHORD TRUSSES ROOF AREA: 295.90 SF VENTILATION RREQUIRED: UN -VENTILATED * PER IRC R806.2, MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 OF THE AREA. AS AN ALTERNATIVE, THE NET FREE CROSS VENTILATION AREA MAY BE REDUCED TO 1/300 WHEN BETWEEN 40-50% OF REQUIRED VENTILATION AREA IS LOCATED IN THE UPPER PORTION OF ROOF. SYMBOL LEGEND RIDGE VENT EAVE VENT BUILDING BELOW ROOF HAT VENT PROJECT / CLIENT: M&M CEDAR RESIDENCE MASSIMO & MELINDA RAMELLA-PEZZA PROJECT ADDRESS: 702 CEDAR ST EDMONDS WA 98020 DRAWING NAME: ROOF PLAN DRAWN BY: KKH CHECKED By: ST PHASE: CONSTRUCTION DRAWINGS This drawing is the exclusive property of MEDICI ARCHITECTS, and can be reproduced only with the permission of the Architect. Variations and modifications to work shown on this drawing shall not be carried out without written permission from the Architect. APPROVED FOR CONSTRUCTION: � RESUB SUB Feb 04 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L J PROJECT No.: A20 113 DATE: 1 /28/2022 A300 PLOT SCALE: 1:1 2 4 3 2 5. 1 MAX. ALLOWED HEIGH 213.81 TOP OF ROOF } — — — — — — 12"419 12„ — — — — — — — — — 212.1 wl U 3/4 O 7/8" — _ 0 FLU M d l U) — i — — — — 405 — — 2ND FLOOR TOP PLATE 208.48 `GG• \ <Ri <R> 2 `� `� 413 00 I - I o EO 0) w ic) 417 CN LO O O O O 2ND FLOOR SUBFLOOR — ---- — r— — — — — 404 N 199.39 M i <DD> 8 � <R> <R> <R> <Hi 462 00 0 0 6O CL)00 — — — ABE ih o 432 18 1 Ix 187.84' 1ST FLOOR SUBFLOOR� — — — � ... ... ... ... ... - - - T o ; 11— T— SU BASEMENT BFL00R S —17°77 2 5. EAST ELEVATION 1 1/411 = 1 -0 �- -D - - C- - B— 5. Y 2 a U O m_ 1 M C? <BB> — X EGRESS 10.31 SF 0 �AAZ 3 '<M> �j SG o � ABE 9 — — — — — — 18 1 1ST FLOOR SUBFLOOR 00 188.03 433 inn NV> O BASEMENT SUBFLOOR I I I I 1 77.77 5. NORTH ELEVATION 1 /4" = V-0" i 4C MAX. ALLOWED HEIGHT 213.81 TOP OF OOF h KEY NOTES 212.15 C9 M 2ND FLOOR TOP PLATE 20 o CO o C4 0 r (V 2ND FLOOR SUBFLOOR N 199.39 C7 400 LIGHTING @ ALL EXTERIOR DOORS, TYP. 404 IN -FILL HARDIE PANEL TO MATCH WINDOW COLOR, PAINTED. 405 2X FASCIA BOARD WITH POWDER COATED FLASHING, TYP. 408 TPO WATERPROOF ROOFING SYSTEM PER IRC R905.13.(2). 409 CLEAR CEDAR T&G HORIZONTAL SIDING & SOFFIT WITH 4" EXPOSURE, SEAL & STAIN ALL SIDES BEFORE INSTALLING AND @ ALL CUTS. RAINSCREEN. TYP. 413 HARDIE PLANK - HORIZONTAL LAP SIDING WITH 6" EXPOSURE, PAINTED - COLOR TBD, TYP. 417 STOVE & COOKTOP VENT TERMINATION, TYP. 419 4" SQUARE DOWNSPOUT, TIGHTLINE ALL DOWNSPOUTS TO STORMWATER SYSTEM PER CIVIL ENGINEERING DRAWINGS, TYP. 424 GUARDRAIL. FASCIA MOUNT - DEFERRED SUBMITTAL. PER TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS - GUARDRAIL AND HANDRAIL 200 PER SQUARE FOOT. 431 REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOWS PASSAGE OF A SPHERE 4 INCHES IN DIAMETER, TYP. 432 TOP OF DECK STRUCTURE TO BE 1/2" LOWER THAN THE FLOOR. TOP OF DECK TILES TO BE FLUSH WITH FLOOR, TYP. 433 LINE OF EXISTING GRADE. 434 BRICK SIDING. 450 WOOD FRAMED CANOPY WITH C-CHANNEL FASCIA. CONNECTIONS PER STRUCTURAL PLANS. SLOPE TO DOWNSPOUT. 462 GUARDRAILS: MIN. HEIGHT 36" IRC R312.1.2. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW PASSAGE OF A SPHERE 4" IN DIAM. IRC R312.1.3 EXCEPTIONS: 1) THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY RISER, TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE OF 6" IN DIAM. 2) GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4-3/8" IN DIAM. 464 FIREPLACE VENT TERMINATION THROUGH THE ROOF. IRC M1804.2.1. VENTS PASSING THROUGH A ROOF SHALL EXTEND THROUGH FLASHING AND TERMINATE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION REQUIREMENTS. MEDICI ARCHITECTS 1 171 1 SE 8TH STREET 200 W. RIVER ST. SUITE 100 SUITE 301 BELLEVUE, WA 98005 KETCHUM, ID 83340 TEL: (425) 453-9298 TEL: (208) 726-0194 REGISTRATION: 6926 REGISTERED ARCH ECT C E ILY D. BUCH TER STATE OF WASHINGTON INTAKE DATE: 01/28/2022 REVISIONS: DATE: PROJECT / CLIENT: M&M CEDAR RESIDENCE MASSIMO & MELINDA RAMELLA-PEZZA ELEVATION NOTES PROJECT ADDRESS: 702 CEDAR ST 1. VERIFY SHEAR WALL NAILING & HOLDOWNS PER STRUCTURAL PLAN & EDMONDS WA 98020 SCHEDULE PRIOR TO INSTALLING SIDING. 2. WOOD SIDING - SEAL & STAIN ALL SIDES BEFORE INSTALLING AND @ ALL CUTS. 3. WEATHER PROTECTION. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AND BE CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE DRAWING NAME: EXTERIOR VENEER AND A MEANS FOR DRAINING WATER THAT ENTERS THE ASSEMBLY TO THE EXTERIOR. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED. ELEVATIONS 4. PER IRC R703.8. FLASHING AT WALLS. FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE FROM ENTERING THE WALL OR TO REDIRECT THAT MOISTURE TO THE EXTERIOR. FLASHING SHALL BE DRAWN BY: KKH INSTALLED AT THE PERIMETERS OF EXTERIOR DOOR AND WINDOW ASSEMBLIES, PENETRATIONS AND TERMINATIONS OF EXTERIOR WALL CHECKED B ST y ASSEMBLIES, EXTERIOR WALL INTERSECTIONS WITH ROOFS, CHIMNEYS, PORCHES, DECKS, BALCONIES AND SIMILAR PROJECTIONS AND AT BUILT-IN GUTTERS AND SIMILAR LOCATIONS WHERE MOISTURE COULD ENTER THE WALL. FLASHING WITH PROJECTING FLANGES SHALL BE INSTALLED ON BOTH SIDES AND THE ENDS OF COPINGS, UNDER SILLS AND CONTINUOUSLY ABOVE PROJECTING TRIM. PHASE: 5. PROVIDE FLASHING AT ROOF PENETRATIONS PER IRC R903.2.1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND CONSTRUCTION DRAWINGS ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL SHALL BE _ CORROSION RESISTANT. 6. PROVIDE CONTINUOUS GUTTERS & DOWNSPOUTS AT EAVES PER PLANS, TYP. This drawing is the exclusive property of 7. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR & GARAGE DOORS. CAULK MEDICI ARCHITECTS, and can be reproduced ALL EXTERIOR JOINTS & PENETRATIONS. only of the Architect. l with the 8. WINDOWS AND DOORS SHALL BE INSTALLED IN ACCORDANCE WITH permission p APPROVED MANUFACTURER'S INSTRUCTIONS. Variations and modifications to Work shown On 9. SEE SHEET A0.2 FOR ADDITIONAL NOTES. this drawing shall not be carried Out without written permission from the Architect. APPROVED FOR CONSTRUCTION: � RESUB SUB Feb 04 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L J PROJECT No.: A20 113 DATE: 1 /28/2022 A400 PLOT SCALE: 1:1 1 5 2 3 4 MAX. ALLOWED HEIGHT 213 — — — — 12° — — — — — — — QF 11 7/8" 3/4" 0 I TOP OF �JF wCO2 413 � 208.48 — _ 2ND FLOOR TOP PLATE 462 __� r - =1= — - 11 z 431 <D> 3 9 <B� 409 \ 4 O 420 I co 12" 12" i� SSG I I 1 /2" 1 /2" 4�4 450 II it ------i r ---� ME --- -----WMN --- O ---� JAI► --- .�—�-�—►�-.—LIB ---� ---MME �� ---------------- ■-----�■ r `sir s— �— � ------------------------------��— — � - ■■ ��'I III Ijll ■ ��. ■ I I -ago CD 1 AB 1 _� 1ST FLOOR SUBFLOO�R � 7 — _ _,- - . T <,1 - N' - 433 o — 0) — 0077 I �i T- — — BASEMENT SUBF177.77 1 I I III III III III III III III I I ICI I I III III III III III III III III III III III III III III I III III I I ICI I I III III III III III III III I I ICI I I III III III III III III I I III III 2 5. WEST ELEVATION 1 1 /4 = 1 -0 �o A 5 B C D 2 U Q _ — — — — CV 00 1 co 431 EGRESS �— 00 12' 9.95 SF °° a' 462 1'o CV 9 0 41 48 0 413 N M 199.39 — _ � 2ND FLOOR SU_BFLOOR 420 404 cr) N 450 EGRESS — — 400--- — 9.27SF 434 v �Ri 0 BO -----� 9 B8"81 `r 1ST FLOOR SUBFLOOR — — 18803 co BASEMENT SUBFLOOR 1 5. SOUTH ELEVATION 1 /4" = 1'-0" MAX. ALLOWED HEIGHT 21 TOP OF R F 212.15 qD FLOOR TOP PLATE 208.48 KEY NOTES uu 400 400 LIGHTING @ ALL EXTERIOR DOORS, TYP. 401 LOCATION OF HOUSE ADDRESS OR NUMBER TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET. 402 ALUMINUM GARAGE DOOR - MATCH WINDOW COLOR. 403 DOORBELL "O" BUTTON LED ILLUMINATED POLYCARBONATE BASE & ALUMINUM FRONT - MATCH WINDOW COLOR. 404 IN -FILL HARDIE PANEL TO MATCH WINDOW COLOR, PAINTED. 405 2X FASCIA BOARD WITH POWDER COATED FLASHING, TYP. 409 CLEAR CEDAR T&G HORIZONTAL SIDING & SOFFIT WITH 4" EXPOSURE, SEAL & STAIN ALL SIDES BEFORE INSTALLING AND @ ALL CUTS. RAINSCREEN. TYP. 413 HARDIE PLANK - HORIZONTAL LAP SIDING WITH 6" EXPOSURE, PAINTED - COLOR TBD, TYP. 420 THROUGH WALL SCUPPER WITH 4" SQUARE DOWNSPOUT, TIGHTLINE ALL DOWNSPOUTS TO STORMWATER SYSTEM PER CIVIL ENGINEERING DRAWINGS, TYP. 428 STANDING SEAM ROOFING SYSTEM PER IRC R905.10. 429 LINE OF STAIR LANDING. 430 EXTERIOR STAIRWAY ILLUMINATION. PROVIDE LIGHTING AT TOP OF LANDING PER IRC 303.8, TYP. 431 REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOWS PASSAGE OF A SPHERE 4 INCHES IN DIAMETER, TYP. 432 TOP OF DECK STRUCTURE TO BE 1/2" LOWER THAN THE FLOOR. TOP OF DECK TILES TO BE FLUSH WITH FLOOR, TYP. 433 LINE OF EXISTING GRADE. 434 BRICK SIDING. 437 PREMANUFACTURED PLANTER. 448 VENTED PARAPET WITH 20 GA. SLOPED POWDER COATED METAL CAP FLASHING. MIN. PARAPET HEIGHT OF 36" WHEN ADJACENT TO WALKING SURFACES. 450 WOOD FRAMED CANOPY WITH C-CHANNEL FASCIA. CONNECTIONS PER STRUCTURAL PLANS. SLOPE TO DOWNSPOUT. 462 GUARDRAILS: MIN. HEIGHT 36" IRC R312.1.2. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW PASSAGE OF A SPHERE 4" IN DIAM. IRC R312.1.3 EXCEPTIONS: 1) THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY RISER, TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE OF 6" IN DIAM. 2) GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4-3/8" IN DIAM. 464 FIREPLACE VENT TERMINATION THROUGH THE ROOF. IRC M1804.2.1. VENTS PASSING THROUGH A ROOF SHALL EXTEND THROUGH FLASHING AND TERMINATE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION REQUIREMENTS. 465 FENCE. EDICI ARCHITECTS 1 171 1 SE 8TH STREET 200 W. RIVER ST. SUITE 100 SUITE 301 BELLEVUE, WA 98005 KETCHUM, ID 83340 TEL: (425) 453-9298 TEL: (208) 726-0194 REGISTRATION: 6926 REGISTERED ARCH ECT STAT OW SHINGTON INTAKE DATE: 01/28/2022 REVISIONS: DATE: 1 CORRECTIONS 10/22/21 PROJECT / CLIENT: M&M CEDAR RESIDENCE MASSIMO & MELINDA RAMELLA-PEZZA ELEVATION NOTES PROJECT ADDRESS: 702 CEDAR ST 1. VERIFY SHEAR WALL NAILING & HOLDOWNS PER STRUCTURAL PLAN & EDMONDS WA 98020 SCHEDULE PRIOR TO INSTALLING SIDING. 2. WOOD SIDING - SEAL & STAIN ALL SIDES BEFORE INSTALLING AND @ ALL CUTS. 3. WEATHER PROTECTION. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AND BE CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE DRAWING NAME: EXTERIOR VENEER AND A MEANS FOR DRAINING WATER THAT ENTERS THE ASSEMBLY TO THE EXTERIOR. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED. ELEVATIONS 4. PER IRC R703.8. FLASHING AT WALLS. FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE FROM ENTERING THE WALL OR TO REDIRECT THAT MOISTURE TO THE EXTERIOR. FLASHING SHALL BE DRAWN BY: KKH INSTALLED AT THE PERIMETERS OF EXTERIOR DOOR AND WINDOW ASSEMBLIES, PENETRATIONS AND TERMINATIONS OF EXTERIOR WALL CHECKED B ST y ASSEMBLIES, EXTERIOR WALL INTERSECTIONS WITH ROOFS, CHIMNEYS, PORCHES, DECKS, BALCONIES AND SIMILAR PROJECTIONS AND AT BUILT-IN GUTTERS AND SIMILAR LOCATIONS WHERE MOISTURE COULD ENTER THE WALL. FLASHING WITH PROJECTING FLANGES SHALL BE INSTALLED ON BOTH SIDES AND THE ENDS OF COPINGS, UNDER SILLS AND CONTINUOUSLY ABOVE PROJECTING TRIM. PHASE: 5. PROVIDE FLASHING AT ROOF PENETRATIONS PER IRC R903.2.1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND CONSTRUCTION DRAWINGS ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL SHALL BE _ CORROSION RESISTANT. 6. PROVIDE CONTINUOUS GUTTERS &DOWNSPOUTS AT EAVES PER PLANS, TYP. This drawing is the exclusive property of 7. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR &GARAGE DOORS. CAULK MEDICI ARCHITECTS, and can be reproduced ALL EXTERIOR JOINTS & PENETRATIONS. only with the permission of the Architect. y 8. WINDOWS AND DOORS SHALL BE INSTALLED IN ACCORDANCE WITH APPROVED MANUFACTURER'S INSTRUCTIONS. Variations and modifications to work shown on 9. SEE SHEET A0.2 FOR ADDITIONAL NOTES. this drawing shall not be carried Out without written permission from the Architect. APPROVED FOR CONSTRUCTION: F RE B� SU Feb 04 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L J PROJECT No.: A20 113 DATE: 1 /28/2022 A401 PLOT SCALE: 1:1 " a mF FF ---- ---- ■ _- ---- --- -- - � ��_ ��-- -W �.1 i 0 1 1 m� MONISM or W.., POD SEEM MEWSW!=' �.cl■-- I III -` - --------------- lo1 IARCH ECT J m IMA 542 504 1 5. 2 7 6• � I ------- ---- M 1 /2" / 12" 1 /2" / 12" M EMONN 7 6 FLEX PWDR STORAGE 506 2 509 - 508 - - I 507 530 591 510 T1� 2 -III III III III III III III III III III III III III III III III III III III III 5. III III III II III III III III III w MAX. ALLOWED H213H z Q J m TOP OF ROOF — w 577 212 .15 OI 00 o_ I 541 2ND FLOOR TOP PLATE — — — — — — — — — — 208 6. - ZO 00 I PRIMARY BATH 0) o Q 04 N 537LO 80, 590 2ND FLOOR SUBFLOO —00 — — 1 /4" / 12" 500 N 199.39 M I CM i aJ! J I 502 �• 531 I \ 547 - \ 9 00 6. 504 BATH 02 ENTRY 505 / - / 2 6. — — — ABE 52, 590 536 188 188.00 - - — 1ST FLOOR SUBFLOO =own 00 a CM i 188.03 ° cM 510 a I 9 --�- ---�'� 578- _ 6. STORAGE 7 9 506 6 50 508 BASEMENT SUBFLOO� ND TQN I — — of —FOU 85. , - - 6. SECTION 2 2 1/4" = 1'-0" 3 8 557 6. I i ::::� � _LL KEY NOTES T LU Z_ - Q I J � CIO} I-__~ LU LU LU o_ of C? i> a- I I M_AX. ALLOWED HEIGHT 213.81 Y _ TOP OF ROOF 21215 2ND FLOOR TOP PLATE 208 00 a) I o0 Q N I N r M 2ND FLOOR SUBFLOOR - 00 199.39 Y 500 WATERPROOF MEMBRANE ROOFING PER IRC R905.13; TPO MECHANICALLY ATTACHED INSTALLATION OF ROOFING SYSTEM PER MANUFACTURER WWW.WEATHERBONDROOFING.COM OR SIMILAR AS APPROVED. 501 ROOF FRAMING PER STRUCTURAL PLAN. 502 5/8" GWB @ CEILINGS, TYP. 504 SIDING PER ELEVATION OVER WATER -VAPOR PERMEABLE AIR -BARRIER OVER SHEATHING PER PLAN, TYP. 505 2X6 STUD WALLS ASSEMBLY WITH 1/2" GWB AND R-21 INSULATION. SHEATHING PER STRUCTURAL PLANS, TYP. 506 6 MIL. BLACK V.B. ON UNDERSIDE OF SLAB, TYP. 507 CONTINUOUS R-10 RIGID INSULATION. TYP. 508 CONCRETE SLAB ON GRADE PER STRUCTURAL PLANS. 509 FOOTINGS PER STRUCTURAL PLANS. 510 DIRECT CONNECT FOOTING DRAINS AND DOWNSPOUTS TO DESIGNED STORMWATER SYSTEM. SEE CIVIL DRAWINGS FOR CONNECTION. TYP. 511 2" STRIP EAVE VENTING. 513 R-38 BATT INSULATION @ FLOORS BETWEEN HEATED AND UNHEATED SPACES TYP. 520 CRAWL SPACE VENT PER FOUNDATION PLAN - HOLD-DOWNS LOCATION PER STRUCTURAL PLANS. ENSURE VENTS ARE NOT AT HOLD-DOWN LOCATIONS, TYP. 527 4" SQUARE GUTTER, POWDER COATED - OVER FASCIA BOARD. 530 4" SLAB OVER CONTINUOUS R-10 RIGID INSULATION OVER 6 MIL VAPOR BARRIER OVER MINIMUM 4" OF FREE -DRAINING GRAVEL OVER FIRM NATIVE SOILS, OR STRUCTURAL FILL PER SOILS ENGINEER. REINFORCING PER STRUCTURAL. 531 CLEAR CEDAR T&G SOFFIT WITH 4" EXPOSURE. SEAL & STAIN ALL SIDES BEFORE INSTALLING AND AT ALL CUTS. 536 DASHED LINE OF EXISTING GRADE. 537 PROVIDE R-21 RIGID INSULATION AT FLOOR/CEILING PERIMETER. 541 12x FASCIA BOARD WITH POWDER COATED FLASHING, TYP. 542 TAPERED RIGID INSULATION ABOVE STRUCTURAL SHEATHING. MINIMUM R-38. SLOPED TO DRAIN MINIMUM SLOPE OF 1/4" PER 12" WOOD STAIR. FRAMING PER STRUCTURAL. UNVENTED ROOF CAVITY. PROVIDE MINIMUM R-38 RIGID INSULATION ON 547 557 INTERIOR SIDE OF ROOF SHEATHING. 559 SOLDIER PILE AND LAG SHORING, PER STRUCTURAL AND GEOTECHNICAL. GUARDRAIL IS A DIFFERED SUBMITTAL. 568 EXPOSED GLULAM BEAMS PER STRUCTURAL. 573 C-CHANNEL AROUND PERIMETER OF OVERHANG. CONNECTIONS PER STRUCTURALPLANS. 577 UN -VENTED CAVITY. PROVIDE MINIMUM 7-INCHES ICYNENE PROSEAL (MD-C-200 v3) CLOSED -CELL WATER -BASED SPRAY FOAM INSULATION. R-7.1 PER INCH. MINIMUM TOTAL R-49. A COPY OF THE ICC-ES REPORT FOR THE INSULATION PRODUCT MUST BE PROVIDED ON SITE FOR THE FIELD INSPECTOR. THE APPLIED SPRAY FOAM MUST BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS BY A CERTIFIED INSTALLER. 578 BELOW GRADE WALL - 2x4 FURRED WALL WITH R-13 BATT INSULATION. 1" RIGID INSULATION BETWEEN FURRED WALL AND FOUNDATION WALL. 5/8" TYPE X GWB ON UNDERSIDE OF STAIRS 579 583 1-HOUR FIRE RATED WALL BETWEEN DWELLING UNIT AND GARAGE. 584 1-HOUR FIRE RATED CEILING/FLOOR ASSEMBLY BETWEEN DWELLING UNIT AND GARAGE. 590 WARMBOARD-S. INSTALL PER STRUCTURAL AND MANUFACTURERS INSTRUCTIONS. 591 WARMBOARD-R. INSTALL PER MANUFACTURERS INSTRUCTIONS. ao H-V �0 ABE 18 . 1 _� �ST FLOOR SUB 1L800R � _o L �BASEMENT SUBFLOOR �_ 177.77 Y FOUNDA N 176.85 h=h1- SECTION 1 1 1 /4'1 = 1'-011 THERMAL INSULATION WALLS (BELOW -GRADE, INTERIOR): R-21 BATT INSULATION ON INTERIOR WALLS (ABOVE -GRADE): R-21 BATT INSULATION HEADERS: R-10 RIGID INSULATION CEILINGS (SINGLE -RAFTER): R-38 BATT INSULATION CEILINGS (STANDARD FRAMING): R-49 BATT INSULATION FLOORS: R-38 BATT INSULATION SLAB: R-10 WATER-RESISTANT RIGID INSULATION SOLID DOORS: U-VALUE OF .28 OR BETTER WINDOWS & DOORS W/ GLAZING: U-VALUE OF F. OR BETTER SKYLIGHTS: U-VALUE OF .50 OR BETTER MEDICI ARCHITECTS 1 171 1 SE 8TH STREET 200 W. RIVER ST. SUITE 100 SUITE 301 BELLEVUE, WA 98005 KETCHUM, ID 83340 TEL: (425) 453-9298 TEL: (208) 726-0194 REGISTRATION: 6926 REGISTERED ARCH ECT C E ILY D. BUCH TER STATE OF WASHINGTON INTAKE DATE: 01/28/2022 REVISIONS: DATE: PROJECT /CLIENT: M&M CEDAR RESIDENCE MASSIMO & MELINDA RAMELLA-PEZZA 702 CEDAR ST EDMONDS WA 98020 DRAWING NAME: SECTIONS DRAWN BY: KKH CHECKED By: ST PHASE: CONSTRUCTION DRAWINGS This drawing is the exclusive property of MEDICI ARCHITECTS, and can be reproduced only with the permission of the Architect. Variations and modifications to work shown on this drawing shall not be carried out without written permission from the Architect. APPROVED FOR CONSTRUCTION: F RE B� SU Feb 04 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L J PROJECT No.: A20 113 DATE: 1 /28/2022 A500 PLOT SCALE: 1:1 NOTE: SEAL ALL TYVEK JOINTS AND PENETRATIONS WITH APPROVED TAPE. (ex. DUPONT CONTRACTOR TAPE). FASTEN TYVEK TO SHEATHING WITH LARGE HEAD NAILS OR USE NAILS WITH LARGE PLASTIC WASHER HEADS. (ex. DUPONT WRAPCAPS) LOCAL LAWS, ZONING, AND BUILDING CODES CARY AND THEREFORE GOVERNS OVER MATERIAL SELECTION AND DETAILING SHOWN BELOW. CAULKING WINDOW WITH INTEGRAL MOUNTING FLANGE _ TYPICAL WALL CENTER WOOD SIDING, WOOD FURRING, SECTION TYVEK HOMEWRAP 7/16" OSB SHEATHING, 2"X6" WOOD STUDS w/ R-21 BATT MINIMALLY EXPANDING INSULATION VAPOR RETARDER, POLYURETHANE FOAM OR � 1/2" GYPSUM BOARD APPROVED CAULK I LEFT (AROUND WINDOW RSO) I WRAP TYVEK INTO OPENING I I (JAMBS & SILL) AND TAPENOT PVC CEMENT USED (ESP. @ CORNERS) USING I TYVEK FLEXWRAP I LAP & TAPE TYVEK AT JOINTS I RIGHT---------- (UPPER SHEET OVER LOWER SHEET) J ♦ FASTEN TYVEK FLEXWRAP CORNER USING MECHANICAL FASTENER RIM JOIST SUB -FLOOR ♦ OR SLAB - - i INSTALL TYVEK FLEXWRAP AROUND PERIMETER OF OPENING 0 e WINDOW - SILL FLASHING DOOR SILL WEATHERPROOFING 2 1 1 /2" = 1'-0" 3" = 1'-0" TYPICAL WALL OVERVIEW OF WINDOW WRAP INSTALL SEQUENCE WOOD/COMPOSITE SIDING - COMPATIBLE WITH TYVEK, VAPROSHEILD AND WOOD FURRING WATER RESTANT BARRIER PER STRUCTURAL DRAWINGS HARDIE WRAPSYSTEMSSHEATHING 2"X6" WOOD STUDS BLOWN -IN INSULATION NOTE: USE APPROVED W RB VAPOR RETARDER ADHESIVE TO ATTACH INSTALL WRB CORNERS @ SILL. WRB AND CORNERS TO STEE 1 /2" GYPSUM BOARD ATTACH WITH STAPLES STUDS. OR AS REQUIRES BY BUILDING TYPE. O INSTALL 3" WRB TAPE OVERLAP OF W RB CORNERS. INSTALL SILLSAVER PAN, INSTALL WRB @ SILL DO NOT ATTACH LOWER 6" EDGE @ THIS STEP. ATTACH — 9 CORNER AND SPACERS @ 6" 0. .-0 SILL OF 0 WITH g. ROUGH OPENING.(MIN.) STAPLES OR AS REQUIRED BY LAP AND TAPE MOISTURE BARRIER AT BUILDING TYPE. �, JOINTS 9M PROTECT WALL ASSEMBLY FROM MOISTURE. STEP 10F 10, STEP 2 OF 10. STEP 3 OF 10, L ONOTE: ° LAP JAMB FLASHING OVE END DAMS OF SILLSAVER PAN. NOTE: USE APPROVED WRB ADHESIVE TO ATTACH NOTE: USE APPROVED W RB ADHESIVE TO ATTACH WRB AND CORNERS TO STEE WRB AND CORNERS TO STEE INSTALL WRB CORNERS @ HEAD. ATTACH WITH STAPLES STUDS. STUDS. k OR AS REQUIRED BY BUILDING TYPE. k x k k O e k k INSTALL WRB JAMBS. INSTALL WRB LASHING @ HEAD. TO ROUGH OPENING & k ° k k 0 x x x x ATTACH WITH STAPLES OR AS CUT INSIDE EDGES OF CORNERS TO ALIGN WITH JAMB ATTACH TO INTERIOR FRAMING. k k x REQUIRED BY BUILDING TYPE. HEAD FLASHING. k x k x 0 k k k k k k NOTE: SPECIFIC TO VRAPROSHEILD: FOR AIR k k BARRIER DESIGN, USE WRAPSHIELD k k WITH VAPROTAPE @ ALL MEMBRANE JOINTS NOTE: SOME WINDOW MFG'S REQUIRE k k I STEP 4 OF 10. (HORIZONTAL AND VERTICAL). STEP 5 OF 10. CONTINUOUS SUPPORT @ SILL. STEP 6 OF 10. k ° O NOTE: INSTALL & SECURE WINDOW IN ACCORDANCE WITH WINDOW MFG' ADD A CONTINUOUS SEALANT BEAD MMEINFA IONS.END MIN. 28 GA. PRE -FINISHED METAL HEAD FLASHING WITH F DAMS. (BY OTHERS). @ THE BACK OF THE SILLSAVER PAN AND X ALONG THE PAN/END DAM CONNECTIONS. SEAL WINDOW NAILING FLANGE TO WRB FLASHING WITH SINGLE- SIDED APPROVED WRB TAPE ALONG SPECIFIC TO VAPROSHEILD: FOR WRAPSHIELD AIR BARRIER DESIGN, SEAL LEG OF METAL HEAD FLASHING WITH ° / HEAD AND JAMBS ONLY. ROLL TO \ VATE ADHESIVE. SINGLE -SIDED VAPROTAPE TO VAPROFLASHING HEAD FLASHING.ACT\\ SLIP WRAPSHIELD / WALLSHIELD FIELD MEMBRANE UNB WRB FLASHING &SILL. [STEP ° NOTE: ALL WINDOW MATERIALS MUST BE COMPATIBLE WITH VAPROSHEILD, TYVEK AND NOTE: SPECIFIC TO VAPROSHIELDFOR AIR BARRIER DESIGN, USE WRAPSHIELD WITH VAPROTAPE @ ALL MEMBRANE JOINTS / STEP 7 OF 10. HARDIE WRAP PRODUCTS. STEP 8 OF 10, (HORIZONTAL AND VERTICAL). 9a OF 10. NOTE: UPPER WALLSHIELD/ WRAPSHIELD FIELD MEMBRANE MUST LAP OVER LOWE INSTALLATION OF WRB / LAP @ MEMBRANES, SHINGLE FASHION. HORIZONTAL JOINTS & VERTICAL END JOINTS PER WRB S. INSTALLATION INSTRUCTIONS. / FOLD METAL BACK ON- ITSELF TO FORM END- oS DAM WITHOUT �pq SEAL FIELD MEMBRANE WITH WRB- APE OVER JAMB FLASHING. PINHOLE. 6" MIN. \ NOTES: OVERLA P 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS. X NOTE: SPECIFIC TO VAPROSHEILDFOR AIR BARRIER TYPICAL METAL HEAD FLASHING DESIGN, USE WRAPSHIELD WITH VAPROTAPE @ ALL MEMBRANE JOINTS FOL,Fn END DAMS, (BY OTHERS). WITH STEP 9bOF10. (HORIZONTAL AND VERTICAL). STEP 100F10. Wrap entire building with 15 lb asphalt -impregnated felt or approved weather -resistant barrier, field membrane NOTES: apply in roll, spray or brush; Application Temperature Min.: 0° F; Max.: 130' F, Application Thickness 15 wet mils 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS or more, Typical Cure Time1 <30 min., dry to touch; <8 hours, (wall temp) (110 —130 sq. ft. / gal). Or other product 2. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS approved by siding manufacture for specific siding material such as Hardie Panel siding. WEATHER SHIELD - WINDOW WRAP WEATHER SHIELD 3 4 3/4" = 1'-0" 3/4" = 1'-0" MEDICI ARCHITECTS 1 171 1 SE 8TH STREET 200 W. RIVER ST. SUITE 100 SUITE 301 BELLEVUE, WA 98005 KETCHUM, ID 83340 TEL: (425) 453-9298 TEL: (208) 726-0194 REGISTRATION: 6926 REGISTERED ARCH ECT E ILY D. BUCH TER STATE OF WASHINGTON INTAKE DATE: 01/28/2022 REVISIONS: DATE: PROJECT / CLIENT: M&M CEDAR RESIDENCE MASSIMO & MELINDA RAMELLA-PEZZA PROJECT ADDRESS: 702 CEDAR ST EDMONDS WA 98020 DRAWING NAME: DETAILS DRAWN BY: KKH CHECKED By: ST PHASE: CONSTRUCTION DRAWINGS This drawing is the exclusive property of MEDICI ARCHITECTS, and can be reproduced only with the permission of the Architect. Variations and modifications to work shown on this drawing shall not be carried out without written permission from the Architect. APPROVED FOR CONSTRUCTION: � RESUB SUB Feb 04 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L J PROJECT No.: A20 113 DATE: 1 /28/2022 PLOT SCALE: 1:1 A600 WOOD FRAMING PER STRUCTURAL PLANS R-21 INSULATION NOTES: • GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD. COMPONENTS ARE SHOWN FOR CLARITY AND NOT NECESSARILY TO SCALE. R-21 INSULATION WOOD FRAMING — PER STRUCTURAL a d d ,- FOUNDATION PER STRUCTURAL d ,` ° ` 41 daa, - I` I, N z NOTES: GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD. COMPONENTS ARE SHOWN FOR CLARITY AND NOT NECESSARILY TO SCALE. PT WOOD RAINSCREEN FURRING (3/8" THICK MIN.) RAINSCREEN AIR SPACE &WATER RESISTIVE BARRIER (MANUFACTURER APPROVED OR EQUIVALENT) PANEL LAP SIDING PER ELEVATION EXTERIOR SHEATHING PER STRUCTURE PLANS STARTER STRIP CONCRETE GRADE R-21 INSULATION WOOD FRAMING PER STRUCTURAL d a° ad I b 4' �' a = `° °,.. a _ Ia_ d• _ la d•-° ° a a _` , a. '.'-,ate : 'Q a �; ` ,a.. a d,, a° , °4 a, ' FOUNDATION PER STRUCTURAL a '= _ a - " ` ; _ ,d _ , d, - - - 'd 44 a d"' NOTES: GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD. COMPONENTS ARE SHOWN FOR CLARITY AND NOT NECESSARILY TO SCALE. PT WOOD RAINSCREEN FURRING (3/8" THICK MIN.) RAINSCREEN AIR SPACE & WATER RESISTIVE BARRIER (MANUFACTURER APPROVED OR EQUIVALENT) PANEL LAP SIDING PER ELEVATION EXTERIOR SHEATHING PER STRUCTURE PLANS I STARTER STRIP N CONCRETE — � GRADE PT WOOD RAINSCREEN FURRING (3/8" MIN.) RAINSCREEN AIR SPACE &WATER RESISTIVE BARRIER (MANUFACTURER APPROVED OR EQUIVALENT) PANEL LAP SIDING PER ELEVATION z = EXTERIOR SHEATHING PER STRUCTURE PLANS HORIZONTAL LAP SIDING LAP SIDING GRADE CLEARANCE AT BEARING FLOOR 2 LAP SIDING GRADE CLARANCE AT HUG FLOOR 3 3" = 1'-0" 3.1 = 1'-O , 3" = 1'-0" NOTES: • GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD. COMPONENTS ARE SHOWN FOR CLARITY AND NOT NECESSARILY TO SCALE. WOOD FRAMING PER STRUCTURAL PLANS R-21 INSULATION PT WOOD RAINSCREEN FURRING (3/8" MIN.) EXTERIOR SHEATHING PER STRUCTURAL PLANS RAINSCREEN AIR SPACE & WATER RESISTIVE BARRIER (MANUFACTURE APPROVED OR EQUIVALENT) PANEL LAP SIDING PER ELEVATION GALVANIZED METAL CORNER FLASHING METAL REGLET TRIM, POWDER COATED TO MATCH SIDING. NOTES: GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD. COMPONENTS ARE SHOWN FOR R-21 INSULATION CLARITY AND NOT NECESSARILY TO SCALE. PT WOOD RAINSCREEN FURRING (3/8" MIN.) I I I I RAINSCREEN AIR SPACE & WATER RESISTIVE BARRIER (MANUFACTURE APPROVED OR EQUIVALENT) EXTERIOR SHEATHING PER STRUCTURAL PLANS I WOOD FRAMING PER STRUCTURAL PLANS I PANEL LAP SIDING PER ELEVATION METAL REGLET TRIM, POWDER COATED TO MATCH SIDING. I NOTES: GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD. COMPONENTS ARE SHOWN FOR CLARITY AND NOT NECESSARILY TO SCALE. I I R-21 INSULATION I WOOD FRAMING PER STRUCTURAL PLANS I - I SOFFIT BOARD PER LEAVE 1/4" MAX ELEVATIONS & SECTIONS GAP AND CAULK PANEL LAP SIDING PER ELEVATIONS PT WOOD RAINSCREEN FURRING (3/8" MIN.) RAINSCREEN AIR SPACE WATER RESISTIVE BARRIER (MANUFACTURER APPROVED OR EQUIVALENT) Z EXTERIOR SHEATHING PER STRUCTURAL PLANS I I ld --�� HORIZONTAL LAP SIDING WALL TO SOFFIT 4 HORIZONTAL LAP SIDING OUTSIDE CORNER HORIZONTAL LAP SIDING INSIDE CORNER 6 3" = 'v 0, 311 = 1'-011 311 = 1'-0' NOTES: • GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD. COMPONENTS ARE SHOWN FOR CLARITY AND NOT NECESSARILY TO SCALE. • REFER TO WINDOW MANUFACTURER'S INSTRUCTIONS FOR PROPER WINDOW INSTALLATION. WOOD FRAMING R-21 INSULATION FLASHING TAPE PER STRUCTURAL PLANS DOOR /WINDOW JAMB — — — — — EXTERIOR SHEATHING PER STRUCTURAL PLANS PAINTED TRIM BOARD W/ COUNTERSUNK FASTENERS PT WOOD RAINSCREEN FURRING (3/8" THICK MIN.) LEAVE 1/4" MAX GAP AND CAULK PANEL LAP SIDING PER ELEVATION RAINSCREEN AIR SPACE & WATER RESISTIVE BARRIER (MANUFACTURER APPROVED OR EQUIVALENT) NOTES: GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD. COMPONENTS ARE SHOWN FOR CLARITY AND NOT NECESSARILY TO SCALE. REFER TO WINDOW MANUFACTURER'S INSTRUCTIONS FOR PROPER WINDOW INSTALLATION. R-21 INSULATION WOOD FRAMING PER STRUCTURAL PLANS R-10 RIGID INSULATION I — — — — J n I_ I PT WOOD RAINSCREEN FURRING 3/8" THICK MIN. ( ) RAINSCREEN AIR SPACE &WATER RESISTIVE BARRIER (MANUFACTURER APPROVED OR EQUIVALENT) z PANEL LAP SIDING PER ELEVATION EXTERIOR SHEATHING PER STRUCTURAL PLANS BUG SCREEN 1/4" MIN GAP, DO NOT CAULK �— POWDER COATED Z-FLASHING _� WINDOW FRAME NOTES: GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD. COMPONENTS ARE SHOWN FOR CLARITY AND NOT NECESSARILY TO SCALE. REFER TO WINDOW MANUFACTURER'S INSTRUCTIONS FOR PROPER WINDOW INSTALLATION. �A WINDOW FRAME — — POWDER COATED WINDOW FLASHING �� PER MANUFACTURER RECOMMENDATION (IF TRIM IS PROTRUDING BEYOND WINDOW SILL IT MUST BE FLASHED.) LEAVE 1/4" MAX GAP AND CAULK R-21 INSULATION I I WOOD FRAMING PER STRUCTURAL PLANS I z PANEL LAP SIDING PER ELEVATION RAINSCREEN AIR SPACE & WATER RESISTIVE BARRIER (MANUFACTURER APPROVED OR EQUIVALENT) PT WOOD RAINSCREEN FURRING (3/8" THICK MIN.) EXTERIOR SHEATHING PER STRUCTURAL PLANS HORIZONTAL LAP SIDING WINDOW / DOOR JAMB 7 HORIZONTAL LAP SIDING WINDOW HEAD 8 HORIZONTAL LAP SIDING WINDOW SILL 9 311 —11-011 MEDICI ARCHITECTS 1 171 1 SE 8TH STREET 200 W. RIVER ST. SUITE 100 SUITE 301 BELLEVUE, WA 98005 KETCHUM, ID 83340 TEL: (425) 453-9298 TEL: (208) 726-0194 REGISTRATION: 6926 REGISTERED ARCHI ECT ILY D. STAT OWASHINGTON INTAKE DATE: 01/28/2022 REVISIONS: DATE: PROJECT / CLIENT: M&M CEDAR RESIDENCE MASSIMO & MELINDA RAMELLA-PEZZA PROJECT ADDRESS: 702 CEDAR ST EDMONDS WA 98020 DRAWING NAME: DETAILS - LAP SIDING DRAWN BY: KKH CHECKED By: ST PHASE: CONSTRUCTION DRAWINGS This drawing is the exclusive property of MEDICI ARCHITECTS, and can be reproduced only with the permission of the Architect. Variations and modifications to work shown on this drawing shall not be carried out without written permission from the Architect. APPROVED FOR CONSTRUCTION: � RESUB SUB Feb 04 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L J PROJECT No.: A20 113 DATE: 1 /28/2022 PLOT SCALE: 1:1 A601 R-21 INSULATION PANEL SIDING PER ELEVATION R-21 INSULATION PANEL SIDING PER ELEVATION WOOD FRAMING — PT WOOD RAINSCREEN FURRING (3/8" THICK MIN.) WOOD FRAMING PT WOOD RAINSCREEN FURRING (3/8" THICK MIN.) PER STRUCTURAL PER STRUCTURAL RAINSCREEN AIR SPACE & WATER RESISTIVE RAINSCREEN AIR SPACE & WATER RESISTIVE BARRIER (MANUFACTURER APPROVED OR BARRIER (MANUFACTURER APPROVED OR EQUIVALENT) I I I EQUIVALENT) d° EXTERIOR SHEATHING PER STRUCTURE PLANS " a°, '°; ° ° EXTERIOR SHEATHING PER STRUCTURE PLANS •d OT USED 1/4" GAP MIN., DO NOT CAULK `-' 1/4" GAP MIN., DO NOT CAULK POWDER COATED APRON FLASHING a .° 'nad' POWDER COATED APRON FLASHING ° CONCRETE �.° i� CONCRETE °' FOUNDATION PER ° NOTES: FOUNDATION PER d_a Q ° `° Q, NOTES: STRUCTURAL `� a °• , a d ifl GENERAL CONTRACTOR TO VERIFY ALL STRUCTURAL " _ '; �� ;.; ° -a a. • ; ° `a9 . GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD. COMPONENTS d ' DIMENSIONS IN THE FIELD. COMPONENTS ° ARE SHOWN FOR CLARITY AND NOT _ °; ° ARE SHOWN FOR CLARITY AND NOT ° -°.a°' GRADE NECESSARILY TO SCALE. = ° - "` - .` ° <" ° GRADE NECESSARILY TO SCALE. d Ir PANEL GRADE CLEARANCEA AT BEARING FLOOR PANEL GRADE CLEARANCE AT HUNG FLOOR 1 2 3" = 1'-011 3" = 1'-0 , NOTES: NOTES: • GENERAL CONTRACTOR TO VERIFY ALL GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD. COMPONENTS ARE DIMENSIONS IN THE FIELD. SHOWN FOR CLARITY AND NOT NECESSARILY TO COMPONENTS ARE SHOWN FOR SCALE. CLARITY AND NOT NECESSARILY TO SCALE. PT WOOD RAINSCREEN FURRING (3/8" MIN.) PANEL SIDING PER ELEVATIONS I PT WOOD RAINSCREEN FURRING (3/8" MIN.) WOOD FRAMING PER R-21 NSULATION STRUCTURAL PLANS EXTERIOR SHEATHING PER RAINSCREEN AIR SPACE & WATER STRUCTURAL PLANS -_-_ RESISTIVE BARRIER (MANUFACTURER WOOD FRAMING PER STRUCTURAL PLANS APPROVED OR EQUIVALENT) EXTERIOR SHEATHING PER RAINSCREEN AIR SPACE & WATER NOT USEDSTRUCTURAL PLANS RESISTIVE BARRIER (MANUFACTURE iv APPROVED OR EQUIVALENT) SIDING PER ELEVATIONS FLASHING, POWDER COATED TO MATCH SIDING GALVANIZED METAL CORNER FLASHING R-21 INSULATION I METAL REGLET TRIM, POWDER COATED TO MATCH SIDING. PANLE HORIZONTAL BREAK PANEL OUTSIDE CORNER 5 /r/—�, 3" = 1'-0" 311 = 1'-011 V NOTES: NOTES: NOTES: • GENERAL CONTRACTOR TO VERIFY ALL GENERAL CONTRACTOR TO VERIFY ALL GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD. COMPONENTS ARE DIMENSIONS IN THE FIELD. COMPONENTS DIMENSIONS IN THE FIELD. COMPONENTS ARE SHOWN FOR CLARITY AND NOT NECESSARILY TO ARE SHOWN FOR CLARITY AND NOT SHOWN FOR CLARITY AND NOT NECESSARILY TO SCALE. NECESSARILY TO SCALE. SCALE. • REFER TO WINDOW MANUFACTURER'S REFER TO WINDOW MANUFACTURER'S REFER TO WINDOW MANUFACTURER'S INSTRUCTIONS FOR PROPER WINDOW INSTRUCTIONS FOR PROPER WINDOW INSTRUCTIONS FOR PROPER WINDOW INSTALLATION. INSTALLATION. INSTALLATION. WOOD FRAMING R-21 INSULATION WINDOW FRAME PER STRUCTURAL PLANS FLASHING TAPE — — — — - POWDER COATED WINDOW FLASHING EXTERIOR SHEATHING PER STRUCTURAL PER MANUFACTURER RECOMMENDATION PLANS IF TRIM IS PROTRUDING BEYOND WINDOW SILL IT MUST BE FLASHED.) PT WOOD RAINSCREEN FURRING (3/8" THICK MIN.) DOOR / WINDOW JAMB R-21 INSULATION LEAVE 1/4" MAX GAP AND CAULK R-21 INSULATION RAINSCREEN AIR SPACE & WATER RESISTIVE I BARRIER (MANUFACTURER APPROVED OR EQUIVALENT) WOOD FRAMING WOOD FRAMING PER STRUCTURAL PLANS PANEL SIDING PER ELEVATION PER STRUCTURAL PLANS R-10 RIGID INSULATION I PANEL SIDING PER ELEVATION EXTERIOR SHEATHING PER BUG SCREEN RAINSCREEN AIR SPACE & WATER STRUCTURALPLANS RESISTIVE BARRIER (MANUFACTURER PAINTED TRIM BOARD W/ 1/4" MIN GAP, DO NOT CAULK APPROVED OR EQUIVALENT) COUNTERSUNK FASTENERS PT WOOD RAINSCREEN __ J FURRING (3/8" THICK MIN.) POWDER COATED Z-FLASHING PT WOOD RAINSCREEN FURRING (3/8" THICK LEAVE 1/4" MAX GAP MIN.) AND CAULK PANEL SIDING PER ELEVATION WINDOW FRAME RAINSCREEN AIR SPACE & WATER RESISTIVE BARRIER - EXTERIOR SHEATHING PER STRUCTURAL (MANUFACTURER APPROVED OR EQUIVALENT) PLANS FIBER CEMENT BOARD WINDOW / DOOR JAMB FIBER CEMENT BOARD WINDOW HEAD FIBER CEMENT BOARD WINDOW SILL 7 8 9 , 3" = 1'-0" 3" = 1'-0 3" = 1'-0" MEDICI ARCHITECTS 1 171 1 SE 8TH STREET 200 W. RIVER ST. SUITE 100 SUITE 301 BELLEVUE, WA 98005 KETCHUM, ID 83340 TEL: (425) 453-9298 TEL: (208) 726-0194 REGISTRATION: 6926 REGISTERED ARCHI ECT I -------------- STAT O� SHINGTON INTAKE DATE: 01/28/2022 REVISIONS: DATE: PROJECT / CLIENT: M&M CEDAR RESIDENCE MASSIMO & MELINDA RAMELLA-PEZZA PROJECT ADDRESS: 702 CEDAR ST EDMONDS WA 98020 DRAWING NAME: DETAILS - PANEL DRAWN BY: KKH CHECKED By: ST PHASE: CONSTRUCTION DRAWINGS This drawing is the exclusive property of MEDICI ARCHITECTS, and can be reproduced only with the permission of the Architect. Variations and modifications to work shown on this drawing shall not be carried out without written permission from the Architect. APPROVED FOR CONSTRUCTION: F RE B� SU Feb 04 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L J PROJECT No.: A20 113 DATE: 1 /28/2022 A602 PLOT SCALE: 1:1 BRICK VENEER TBD 1= POLYMER MODIFIED THINSET CEMENT BOARD ANTI FRACTURE ' WATER PROOFING MEMBRANE SHEATING PER STRUCTURAL PLANS I' li - Ii I� SELF -ADHERING MEMBRANE LAP OVER FLASHING NOT USED NOT USED STAINLESS STEEL FLASHING, TA/I!- ',', SEAL TO FOUNDATION 2" AT PAVING, 4" AT GRADE • - °- _• a�> d ,° ;mod •„ a .d BRICK VENEER GRADE CLEARANCE 3" = 1'-0 , NOT USED NOT USED NOT U,SED NOTE: REFER TO WINDOW MANUFACTURER'S INSTRUCTIONS FOR PROPER WINDOW INSTALLATION WOOD FRAMING INSULATIONS AS REQ. PER STRUCTURE PLANS INSULATIONS AS REQ. I I WINDOW FRAME FLASHING TAPE FLASH WINDOW PER MANUFACTURER -- — — — — — — — — — — — — — — — — — — — — — — WOOD FRAMING I I_ RECOMMENDATION TRIMISPROTRUDING BEYOND - - PER STRUCTURE PLANS WINDOW SILL IT MUST BE FLASHED.) DOOR / WINDOW I BRICK VENEER TBD I , !! LEAVE APPROPRIATE GAP JAMB I ' I ; POLYMER MODIFIED THINSET INSULATIONS AS REQ. I I, AND CAULK BRICK VENEER TBD CEMENT BOARD WOOD FRAMING I "' POLYMER MODIFIED THINSET I ANTI FRACTURE WATER PROOFING MEMBRANE PER STRUCTURE PLANS CEMENT BOARD - - - - - - - 777. ... I ' SHEATHING PER STRUCTURAL PLANS I . ANTI FRACTURE WATER PROOFING MEMBRANE I` SHEATHING PER STRUCTURAL PLANS LEAVE APPROPRIATE GAP AND CAULK BRICK VENEER TBD I 1/4" GAP, DO NOT CAULK SELF -ADHERING MEMBRANE LAP OVER POLYMER MODIFIED THINSET I Ll Z-FLASHING I FLASHING CEMENTBOARD NOTE: REFER TO WINDOW WINDOW FRAME I; I ANTI FRACTURE WATER PROOFING MEMBRANE MANUFACTURER'S INSTRUCTIONS FOR PROPER WINDOW INSTALLATION SHEATHING PER STRUCTURAL PLANS BRICK VENEER WINDOW/DOOR JAMB BRICK VENEER WINDOW HEAD BRICK VENEER WINDOW SILL 7 8 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" MEDICI ARCHITECTS 1 171 1 SE 8TH STREET 200 W. RIVER ST. SUITE 100 SUITE 301 BELLEVUE, WA 98005 KETCHUM, ID 83340 TEL: (425) 453-9298 TEL: (208) 726-0194 REGISTRATION: 6926 REGISTERED ARCHI ECT STAT nWASHINGTON INTAKE DATE: 01/28/2022 REVISIONS: DATE: PROJECT / CLIENT: M&M CEDAR RESIDENCE MASSIMO & MELINDA RAMELLA-PEZZA PROJECT ADDRESS: 702 CEDAR ST EDMONDS WA 98020 DRAWING NAME: DETAILS - BRICK DRAWN BY: KKH CHECKED By: ST PHASE: CONSTRUCTION DRAWINGS This drawing is the exclusive property of MEDICI ARCHITECTS, and can be reproduced only with the permission of the Architect. Variations and modifications to work shown on this drawing shall not be carried out without written permission from the Architect. APPROVED FOR CONSTRUCTION: F RE B� SU Feb 04 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L J PROJECT No.: A20 113 DATE: 1 /28/2022 PLOT SCALE: 1:1 A603 NOTE 1: USE MANUFACTURER PROVIDED AND/OR APPROVED FASTENERS AND NOTE 1: USE MANUFACTURER PROVIDED AND/OR APPROVED FASTENERS AND ACCESSORIES FOR INSTALLATION OF MIRADRAIN DRAINAGE COMPOSITE ACCESSORIES FOR INSTALLATION OF MIRADRAIN DRAINAGE COMPOSITE NOTE 2: APPLY MECHANICALLY ATTACHED TERM BAR PRIOR TO BACKFILL. NOTE 2: APPLY MECHANICALLY ATTACHED TERM BAR PRIOR TO BACKFILL. --------- CCW-500-R REINFORCED HOT APPLIED ------- CCW-500-R REINFORCED HOT APPLIED CONC. FOUNDATION WALL d WATERPROOFING MEMBRANE CONC. FOUNDATION WALL ° 4 WATERPROOFING MEMBRANE o ANCHOR DRAINAGE � ANCHOR DRAINAGE BOARD USING SPRAY - - - CCW MIRADRAIN 6200 DRAINAGE COMPOSITE ° _ BOARD USING SPRAY a — CCW MIRADRAIN 6200 DRAINAGE COMPOSITE GLUE PER MANUF. ° g o - -� GLUE PER MANUF. GLUE 6" WIDE DCH REINFORCING FABRIC INSTALLTION INSTR. 6" WIDE DCH REINFORCING FABRIC EMBEDDED IN CCW-500-R HOT APPLIED LTION INSTR. INSTAEMBEDDED IN CCW-500-R HOT APPLIED d e; "� o WATERPROOFING MEMBRANE AT COLD — OVERLAP DRAINAGE BD. ° d ° a _ WATERPROOFING MEMBRANE AT COLD OVERLAP DRAINAGE BD. ° �-= HORIZ. & VERT. JOINTS MIN. 0 JOINTS ONLY BACKFILL -MATERIAL AS HORIZ. & VERT. JOINTS MIN. - JOINTS ONLY BACKFILL - MATERIAL AS =' o 6" - ALIGN DIMPLES AND A" APPROVED BY GEOTECHNICAL ENGINEER 6" - ALIGN DIMPLES AND APPROVED BY GEOTECHNICAL ENGINEER FASTEN @ 8" O.C. 0 0 = FILTER FABRIC FASTEN 8" O.C. °' - ° @ o CONTINUOUS CARLISLE O�QO FILTER FABRIC o CONTINUOUS CARLISLE ' : _ �,� - MIXED DRAIN ROCK -PROVIDE 18"-24" COVER ABOVE DRAIN NOT USED a - MIRASTOP @ ALL VERICAL & g - , o 0 0 o MIXED DRAIN ROCK - PROVIDE MIRASTOP @ ALL VERICAL & 00 HORIZONTAL COLD JOINTS LINES, 2" MIN. BELOW HORIZONTAL COLD JOINTS ° a 18"-24" COVER ABOVE DRAIN n °: _-° oOQ CCW LM-800XL CANT STRIP LINES, 2" MIN. BELOW _ _- _ - WATERSTOP FILLET WTIH 3/4" MIN FACE SOLID PIPE TIGHTLINE °- n n _ - LIQUID MEMBRANE TERMINATION PER CIVIL / ARCHITECT. — — - BEAD PER MANUFACTURER - i8 3/4„- a 4 - o o °'a CCW LM-800XL CANT STRIP a - MIN. ` ' FILTER FABRIC - - d 9 _ CONTINOUS CARLISLE a ;,• °, IN. WATERSTOP FILLET WTIH CONTINOUS CARLISLE °' _ - :'4 . MIRASTOP a ` °; PERFORATED DRAIN LINES PER CIVIL / •' "od _i _ _ MIRASTOP ' - "° 3/4" MIN FACE _ d ad ;, ARCHITECT. DRAIN EMBEDDED °tea d°_°;. _ ° - • o 0 PERFORATED DRAIN LINES 14 1 W/GRAVEL & FILTER FABRIC PER - °' a m• ° PER CIVIL / ARCHITECT i'�- GEOTECH CONC. FOOTING N f�j _ �� FILTER FABRIC CONC. FOOTING BELOW SLAB WATERPROOFING MEMBRANE PER MANUFACTURERE EXTEND UNDER MEMBRAN ONTO FACE OF FOOTING. FOUNDATION DRAINAGE FOUNDATION DRAINAGE AT BASEMENT -1-0 2 1 EXTERIOR FINISH PER ELEVATIONS 2x6 WOOD STUD WALL W/ R-21 BATT INSUL. GARAGE / MECH ROOM EXTERIOR FINISH PER ELEVATIONS 2x6 WOOD STUD WALL NOTE: ALL WOOD IN CONTACT WITH CONCRETE SHALL BE P.T. SILL PLATE, RIPPED TO STEM WALL DEPTH, NATURALLY DECAY RESISTANT OR WITH ANCHOR BOLT PER STRUCTURAL SHEAR POLYETHYLENE FOAM GASKET P.T. SILL PLATE, WITH ANCHOR BOLT PRESERVATIVE TREATED (PT) WALL SCHEDULE AND/OR FOUNDATION PLAN STRIP AND SEAL BOTTOM PLATE PER STRUCTURAL SHEAR WALL FLOOR SHEATHING PER STRUCTURAL NOTE: ALL WOOD IN CONTACT SCHEDULE AND/OR FOUNDATION PLAN POLYETHYLENE FOAM GASKET R-38 BATT INSULATION WITH CONCRETE SHALL BE STRIP AND SEAL BOTTOM PLATE NATURALLY DECAY RESISTANT OR CONC. SLAB, PER STRUCTURAL, PRESERVATIVE TREATED (PT) OVER 6-MIL BLACK V.B. OVER 4" 6" MIN. WOOD TO GRADE °' MIN. FREE -DRAINING GRAVEL. - z °a C° 30" MAX. TOP OF SLAB d ", FLOOR FRAMING 6" MIN. WOOD TO GRADE P 44 g a d TO GRADE PERSTRUCTURAL/ 30" MAX. TOP OF SLAB n _ _-, - I • TO GRADE ° - d- z a4 _ d e - ° USED ° ^a cz O O O z U d PT LEDGER, PER STRUCTURALNOT W/ VAPOR BARRIER BEHINDCD ° FOUNDATION ANCHORAGE J PER STRUCTURAL J - =°k \ °• FOUNDATION ANCHORAGE J — '° I�-° ,ad ry 6 MIL BLACK VAPOR BARRIER, U X Q LL o o �. Y z TIGHTLINE DOWNSPOUTS TO U PERIM. DRAINTILE, THEN TO - PER STRUCTURAL 6 MIL BLACK VAPOR BARRIER, LL Y TIGHTLINE DOWNSPOUTS TO °b1 a PERIM. DRAINTILE, THEN TO CLASS 1 VAPOR RETARDER OVER Z GRADE AND UP STEM WALLS o m o EXISTING STORM WATER = ' U . <: °r° o ,�.° .- a CLASS 1 VAPOR RETARDER OVER m w EXISTING STORM WATER _ o ,� -a p �_•"��a LIJSYSTEM AT STREE �� _ GRADE AND UP STEM WALLS o p o SYSTEM AT STREET °, I° a° g o Q PERF. FOUNDATION DRAIN.- U o :. < - - - — — _, -,a — — — — — —', Q - TIGHTLINE FOOTING DRAINS TO Q m STORM WATER SYSTEM - EXISTING — �'o ° moo a -RAT SLAB - ° o- a FOOTING PER REBAR PER STRUCTURAL DRAWINGS p > REBAR PER STRUCTURAL DRAWINGS �^ FOOTING PER STRUCTURAL PLANS NOTE: VERIFY ALL FOUNDATION DETAILS PERF. FOUNDATION DRAIN STRUCTURAL PLANS NOTE: VERIFY ALL FOUNDATION DETAILS PER STRUCTURAL PLANS AND DETAILS - TIGHTLINE FOOTING DRAINS TO PER STRUCTURAL PLANS AND DETAILS EXISTING STORM WATER SYSTEM GARAGE FOUNDATION TO GRADE CRAWLSPACE FOUNDATION rJ 6 1" = 1'-0„ 1" = 1'-0„ 2x6 WOOD STUD WALL W/ R-21 BATT INSUL. NOTE: ALL WOOD IN CONTACT WITH CONCRETE SHALL BE FLOOR SHEATHING PER STRUCTURAL W/ R-38 BATT INSUL. AT PERIMETER NATURALLY DECAY RESISTANT OR PRESERVATIVE TREATED (PT) FLOOR SHEATHING PER STRUCTURAL W/ % R-38 BATT INSUL. OVER CRAWLSPACE EXTERIOR FINISH PER ELEVATIONS 2x6 WOOD STUD WALL W/ R-21 BATT INSUL. P.T. SILL PLATE AND ANCHOR BOLT PER STRUCTURAL SHEAR WALL SCHEDULE NOTE: ALL WOOD IN CONTACT AND/OR FOUNDATION PLAN FLOOR FRAMING FLOOR FRAMING WITH CONCRETE SHALL BE NATURALLY DECAY RESISTANT OR FLOOR SHEATHING PER STRUCTURAL POLYETHYLENE FOAM GASKET PER STRUCTURAL PER STRUCTURAL PRESERVATIVE TREATED (PT) STRIP AND SEAL BOTTOM PLATE 2x10 RIPPED TO CONCRETE DEPTH FLOOR FRAMING z_ 6" MIN. WOOD TO GRADE �I °IJ'- MIN. 1/2" AIRSPACE POLYETHYLENE FOAM GASKET l d I POLYETHYLENE FOAM GASKET PER STRUCTURAL 30" MAX. TOP OF SLAB STRIP AND SEAL BOTTOM PLATE I STRIP AND SEAL BOTTOM PLATE TO GRADE °; �•a' • a; - ' 2x6 WOOD STUD WALL W/ R-21 BATT INSUL. FOUNDATION ANCHORAGE °, ' a Q I 2x6 WOOD STUD WALL W/ R-21 BATT INSUL. R-38 BATT INSULATION •-°- _ PER STRUCTURAL z_ 6" MIN. WOOD TO GRADE NOTE: ALL WOOD IN CONTACT P.T. SILL PLATE Q 0- P.T. SILL PLATE 30" MAX. TOP OF SLAB - 1• I TO GRADE �, a - FOUNDATION ANCHORAGE WITH CONCRETE SHALL BE -`� � EXISTING CONCRETE STEMWALL I _ �C" �, • d I PER STRUCTURAL U NATURALLY DECAY RESISTANT OR �a 'ln d ° Q & FOOTING TO REMAIN. VERIFY I �''b �' Z 6 MIL BLACK VAPOR BARRIER, g PRESERVATIVE TREATED (PT) ° " . ° °" ° ; - �,' d' • ' _ " ' _• ' -°° —°—�— •_"-4 :: -° — �• a ° DIMENSIONS & REINFORCEMENT I a v ° U IN FIELD. I °. �.� , a 4=-:tea^ .� °_ _ =°= ! �' z d: I TIGHTLINE DOWNSPOUTS TO - PERIM. DRAINTILE, THEN TO o I , d - I EXIS CLASS 1 VAPOR RETARDER OVER 00 GRADE AND UP STEM WALLS 1 ° a ° . Tjj 6 MIL BLACK VAPOR BARRIER, ° 00 4 SYST TIGHTLINE DOWNSPOUTS TO PERIM. DRAINTILE, THEN o Q , . o TO EXISTING STORM WATER - �4�< • SYSTEM AT STREET o �� . / o _ CONTINUOUS R-10 RIGID INSULATION UNDER ENTIRE CONCRETE SLAB FOR CLASS 1 VAPOR RETARDER OVER ° -o GRADE AND UP STEM WALLS I �C ° �1� I ,In °;. ��i ��1��% ' a I �� o�Q o0 ° — — = — _ a` ,<�■ '-: oUQ ALL HEATED SPACES I 9�•Q ,b _ — — — — — — — — — — — — J CONTINUOUS R-10 RIGID INSULATION UNDER ENTIRE CONCRETE SLAB FOR '°' �,-� ° —RAT SLAB ° d CONC. SLAB, PER STRUCTURAL, OVER _— ° -I a °, ALL HEATED SPACES o� . <.a REBAR PER STRUCTURAL DRAWINGS aQ I 6-MIL BLACK V.B. OVER 4" MIN. FREE- a • i� FOOTING PER /CC e• DRAINING GRAVEL. ° •— a ° CONC. SLAB, PER STRUCTURAL, OVER 6-MIL BLACK V.B. OVER 4" MIN. FREE- STRUCTURAL PLANS { f % REBAR PER STRUCTURAL DRAWINGS d DRAINING GRAVEL. PERF. FOUNDATION D.17 RAIN - TIGHTLINE FOOTING DRAINS TO NOTE: VERIFY ALL FOUNDATION DETAILS PER STRUCTURAL PLANS AND DETAILS FOOTING PER EXISTING STORM WATER SYSTEM PERF. FOUNDATION DRAIN STRUCTURAL PLANS NOTE: VERIFY ALL FOUNDATION DETAILS NOTE: VERIFY ALL FOUNDATION DETAILS - TIGHTLINE FOOTING DRAINS TO PER STRUCTURAL PLANS AND DETAILS PER STRUCTURAL PLANS AND DETAILS EXISTING STORM WATER SYSTEM BASEMENT FOUNDATION TO GRADE BASEMENT FOUNDATION TO CRAWLSPACE FOUNDATION CRAWLSPACE TO GRADE 9 7 8 1 -1-0 1 =1-0 MEDICI ARCHITECTS 1 171 1 SE 8TH STREET 200 W. RIVER ST. SUITE 100 SUITE 301 BELLEVUE, WA 98005 KETCHUM, ID 83340 TEL: (425) 453-9298 TEL: (208) 726-0194 REGISTRATION: 6926 REGISTERED ARCHI ECT STATE OFW SHINGTON INTAKE DATE: 01/28/2022 REVISIONS: DATE: PROJECT / CLIENT: M&M CEDAR RESIDENCE MASSIMO & MELINDA RAMELLA-PEZZA PROJECT ADDRESS: 702 CEDAR ST EDMONDS WA 98020 DRAWING NAME: DETAILS - FOUNDATION DRAWN BY: KKH CHECKED By: ST PHASE: CONSTRUCTION DRAWINGS This drawing is the exclusive property of MEDICI ARCHITECTS, and can be reproduced only with the permission of the Architect. Variations and modifications to work shown on this drawing shall not be carried out without written permission from the Architect. APPROVED FOR CONSTRUCTION: F RE B� SU Feb 04 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L J PROJECT No.. A20 113 DATE: 1 /28/2022 A604 PLOT SCALE: 1:1 PER SRC - 301.5 CONCENTRATED LOAD HANDRAILS AND GUARDS SHALL BE ABLE TO RESIST NOTE: THERMAL A SINGLE CONCENTRATED LOAD OF 200 POUNDS, APPLIED IN ANY POINT ALONG THE TOP, LANDINGS OR FINISHED BREAK AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. FLOORS AT THE REQUIRED S EGRESS DOOR SHALL BE NOT ALUMINUM PAN 3 1/2" MORE THAN 1 LOWER SET DOOR THRESHOLD OVER SILL PAN THRESHOLD FLASHING DOOR 5 3/8" � 2x4 IPE HANDRAIL � � 2X4 IPE HANDRAIL THAN THE TOP OF THE IN CONT. BEAD OF CALKING @BACK THERMAL BREAK01 ABOVE THRESHOLD. THE LANDING FLANGE OR FLOOR ON THE EXTERIOR KICKBOARD J WELDED "" SUPPORT: = I FIED BOT" DOOR 1-1/2" x 3/8" TO 5-3/8" x 1/1/2" � n SHOP WELDED SIDE SHALL BE NOT MORE 24 GA. STAINLESS STEEL METAL PAN DECK FLASHING CONDITIONED SPACE x 1/4" STEEL FLAT BARS SUPPORT ABOVE THAN 7 3/4" BELOW THE TOP U OF THE THRESHOLD PROVIDED THE DOOR DOES SELF -ADHERING MEMBRANE FINISH FLOORING w o BOLT CONNECTION AND SPACING o PER STRUCTURAL DETAILS HANDRAIL UPRIGHT SPACING NOT SWING OVER THE w O o PER ARCHITECTURAL PLANS LANDING OR FLOOR. ALUMINUM THRESHOLD D_ p WELDED 3/8" SPACER CERTIFIED WABO SHOP cyi ---------------------- O WELDED3/8"SPACER � (2) 2" x 1/2" STEEL FLAT M BARS @ 4'-0" O.C. (MIN.) U N o NOTE: ALL STEEL TO BE Z co MAX WELDED ROD SPACING POWDER COATED BEFORE " c> o DELIVERY TO SITE n ° •�° .:° . ,' _ a "4 o d d a WELDED ROD SYSTEM —BEAM PER STRUCTURAL PLAN °. d ° d ' .°., a a °. FINISH FLOOR ° CONCRETE , a '°d ." - ° ° a ° a, 7- ° d <. , °a " : ,° - -�-CONCRETE WALC PER d a, `" • "°- °PATIO ,; �: °.a4 ", ® ® ° a- STRUCTURAL DRAWINGS- _ • ' AT DECKS - PLYWOOD SURFACE, 114" SUBFLOOR 7t 3/8" THICK STEEL FLAT d < ACX PINE OR DOUG FIR PLYWOOD 00 BAR BETWEEN 00 ° ° d' ° s•' OVER 3/4" PLYWOOD; PRIMER, ° d ' _ a°Q • ; - ;�� g"' _ ;_ ,d • a°' _a ° TUFFLEX TUFF -PDXY PRIMER #1; BASEMEMBRANE, TUFFLEX SOLVENT FLOOR CONNECTION PER STRUCTRUAL 8" _ ° d d - a a .` �, FREE "TUFF" WITH RUBBER TEXTURE JOIST PER STRUCTURAL TYPICAL GUARDRAIL DETAILS '" 9 • ;. a .' .. - - " n °. a , _ "- a ° - s a•" = : °` : "< °:. °• ' GRANULES; TOP COAT, TUFFLEX PLANS "� TYP. (4" LONG MIN.) 2�� ' • _ . a_., .°' " :_9 e• - a COLOR -COAT AL -ESTER, COLOR - CONNECTION PER STRUCTURAL , ," d - - °' A - ° _ °° ,_ -d •P ,° - ° ° ROCKY GRAY. INSTALLATION PER TYPICAL GUARDRAIL DETAILS ° :.d> °' • Qa° " MANUFACTURER'S SPECIFICATION. 5 a ° ° - - - - - UNCONDITIONED SPACE DEFERRED SUBMITTAL - STEEL GUARDRAILS FLOOR THIS ITEM IS CONSIDERED TO BE A DEFERRED SUBMITTAL AND MUST BE SUBMITTED TO THE ENGINEER FOR REVIEW. THESE ITEMS WILL THEN BE JOIST PER FORWARDED TO THE BUILDING OFFICIAL FOR APPROVAL. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND STRUCTURAL SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. PLANS NOTE: ALL STEEL TO BE POWDER COATED BEFORE DELIVERY TO SITE DOOR- THRESHOLD AT PATIO DOOR THRESHOLD WEATHERPROOF DETAILo HANDRAIL FACE MOUNT 3 6" = 1'-0" 6 = 1 -0 111- 11-011 PER SRC - 301.5 CONCENTRATED LOAD HANDRAILS AND GUARDS SHALL BE ABLE TO RESIST A SINGLE CONCENTRATED LOAD OF 200 POUNDS, APPLIED IN ANY POINT ALONG THE TOP, PRE M2003, HOT WATER BOILERS SHALL BE AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. PROVIDED WITH EXPANSION TANKS. � NONPRESSUREIZED EXPANSION TANKS_ 3 1/2" 2X4 IPE HANDRAIL ABOVE SHALL BE SECURELY FASTENED TO THE 5 3/8" STRUCTURE OF BOILER AND SUPPORTED 2x4 IPE HANDRAIL — CERTIFIED WABO SHOP TO CARRY TWICE THE WEIGHT OF THE WELDED "T" SUPPORT TANK FILLED WITH WATER. PROVISIONS WELDED "T" SUPPORT: ABOVE (11.063") (0.975") SHALL BE MADE FOR DRAINING 1-1/2" x 3/8" TO 5-3/8" x 1/1/2" x 1/4" co 0 NONPRESSURIZED TANKS WITHOUT STEEL FLAT BARS QMI =FLASH ��EATC�ERPG'�®ORNG PRODUCTS DU�D.� PRESSURE REDUCING VALVE WITH BY-PASS EMPTYING THE SYSTEM Y v w BOLT CONNECTION AND SPACING ° HANDRAIL UPRIGHT SPACING PER (2�VJ/ ��VJ/ WATER HEATER MINIMUM CAPACITY SHALL BE DETERMINED U_ PER STRUCTURAL DETAILS ARCHITECTURAL PLANS COLD WATER INLET FROM TABLE M2003.2. p D- ° WELDED 3/8" SPACER U.S. SAT. R0. 6,395,984 010ERTIFIED FITTING WABO SHOP WELDED OTHER �ar6 ��aRc TANK TO BE INSTALLED PER 0 3/8" SPACER u O MANUFACTURER'S RECOMMENDATIONS. g O (2) 2" x 1/2" STEEL FLAT BARS e CD > .-. Z HOT COLD � LL 4'-0" O.C. MIN. -- @ ( ) � NOTE: ALL STEEL TO BE POWDER �� z MAX WELDED ROD SPACING COATED BEFORE DELIVERY TO SITE e co®n a ° w QUICKFLASH `�' o ° BEAM PER STRUCTURAL PLAN INSART. E•SGB-A 71 g (0.875,,) PART # E-SGB-A 7/8 LL (2 250") %� K 5/26/06 1/1 SCALE a � RELIEF VALVE ° DRAIN TO OUTSIDE INLET COLD WATER SHUT-OFF WELDED ROD SYSTEM ° 8" CONNECTION PER STRUCTRUAL X� PRESSURE w TYPICAL GUARDRAIL DETAILS GAUGE NN 1. SLIDE QUICKFLASH PANEL ONTO PIPE FIRMLY PRESSING PANEL AGAINST THE WALL STUDS SEISMIC STRAPS EXPANSION CONNECTION PER STRUCTURAL TYPICAL GUARDRAIL DETAILS 2. USING NON -CORROSIVE FASTENERS, SECURE THE QUICKFLASH PANEL TO THE STRUCTURE FROM THE MIDPOINT OF TANK THE PANEL TO THE TOP. 3. SLIDE THE WEATHER RESISTANT BARRIER UNDERNEATH THE QUICKFLASH PANEL TO THE BOTTOM OF THE PIPE. Tol 4. INSTALL THE WEATHER RESISTANT BARRIER CAREFULLY CUTTING OPENING AROUND PIPE, OVER THE TOP OF DEFERRED SUBMITTAL - STEEL GUARDRAILS QUICKFLASH PANEL USING SHINGLE STYLE METHOD EXTENDING TO THE BOTTOM OF FLASHING PANEL OR FURTHER. THIS ITEM IS CONSIDERED TO BE A DEFERRED SUBMITTAL AND MUST BE SUBMITTED TO THE ENGINEER FOR REVIEW. THESE ITEMS WILL THEN BE FORWARDED TO THE BUILDING OFFICIAL FOR APPROVAL. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. RECOMMENDED INSTALLATION - VERTICAL MOUNTING NOTE: ALL STEEL TO BE POWDER COATED BEFORE DELIVERY TO SITE EXTERIOR FLASHING ELECTRICAL BOX 4 HOTWATER HEATERE 5 HANDRAIL TOP MOUNT 3" = 1'-0" NTS 1'. (METAL HEAD FLASHING BY OTHERS) NOTE: CONTRACTOR TO VERIFY ALL SLOPE 15 DIMENSIONS IN THE FIELD. MEMBRANE DEGREES AND FLASHING COMPONENTS ARE NOT z SHOWN TO SCALE FOR CLARITY. NOTES: NOTES: UPTURN METAL END DAM 1. DO NOT USE WHEN SERVICE LINE TEMP. EXCEEDS 160F. REFER MANUFACTURER SPECIFICATION (BEYOND) 2. T-JOINT PATCH REQUIRED AT ALL VERTICAL TRANSITIONS ON NON -FACTORY WELDS. 1. SEAL ALL TYVEK JOINTS AND PENETRATIONS WITH APPROVED TAPE, SUCH i 3. MANUFACTURER FASTENER AND SEAM PLATE REQUIRE FOR MAS ONLY. IF FASTENER CANNOT BE AS DUPONT CONTRACTOR TAPE. INSTALLED AS ILLUSTRATED SEE MANUFACTURER SPECIFICATIONS. 2. FASTEN TYVEK TO SHEATHING WITH LARGE HEAD NAILS OR USE NAILS = z 4. CUT EDGE SEALANT SHALL BE APPLIED TO ANY EDGES WERE SCRIM REINFORCEMENTS IS EXPOSED WITH LARGE PLASTIC WASHER HEADS, SUCH AS DUPONT WRAPCAPS. PER 3. LOCAL LAWS, ZONING, AND BUILDING CODES VARY AND THEREFORE MANUFACTURER. GOVERNS OVER MATERIAL SELECTION AND DETAILING SHOWN BELOW. WALLSHIELD/ WRAPSHIELD STAINLESS STEEL CLAMPING RING CONT. BEAD OF TPO SEALANT INSTALL WRAPSHIELD "U" BIB EXTERIOR FINISH OVER FLASHING TO NEXT JOINT IN GWB INTERIOR FINISH OVER WOOD FURRING OVER WRAPSHIELD ASSEMBLY LAP 4" TPO CUSTOM PIPE BOOT — T-JOINT PATCH (SEE NOTE #2) VAPOR RETARDER TYVEK HOMEWRAP OVER OVER METAL HEAD FLASHING AND 7/16" OSB SHEATHING OVER SEAL WTIH NON -SKINNING BUTYL TPO BONDING ADHESIVE WOOD FRAMING PER STRUCTURE WITH OR DOUBLE -SIDED VAPROTAPE (OPTIONAL) Z R-21 BATT INSULATION WELDED SPLICE 2" MIN. I FASTENER & SEAM PLATE (SPLIT BOOT ONLY) PENETRATION, SUCH AS EXHAUST VENT PER MANUFACTURER @ 12" SEAL BEHIND NAILING O.0 MAX. (SEE NOTE #3)j FLANGE 10, CAULKING MIN. 26 GA. PRE -FINISHED Oo PROVIDE WOOD BLOCKING & METAL HEAD FLASHING MINIMALLY EXPANDING FLANGE (SEALED TO PENETRATION) OPTION: WELDED SEAM 2" MIN. TPO MEMBRANE POLYURETHANE FOAM OR SEAL WINDOW APPROVED CAULKING AROUND SEAL/TAPE TYVEK TO FLANGE W/VAPROSHIELD CUT EDGE SEALANT PENETRATION. EXPANDING FOAM TAPE (SEE NOTE #4) NAIL FLANGE WINDOW SET HEAD VAPROSHIELD FLANGE IN A CONTINUOUS BEAD OF EXPANDING FOAM TAPE NON -SKINNING BUTYL SEALANT SECURE PER WINDOW MANUFACTURER'S INSTALLATION RECOMMENDATIONS ROOF PIPE PENETRATION FLASHING WALL PENETRATION WINDOW & DOOR HEADER FLASHING DETAIL 7 8 9 3/4" = V-0" 1 1/2" = V-0" 3" = 1'-0" MEDICI ARCHITECTS 1 171 1 SE 8TH STREET 200 W. RIVER ST. SUITE 100 SUITE 301 BELLEVUE, WA 98005 KETCHUM, ID 83340 TEL: (425) 453-9298 TEL: (208) 726-0194 REGISTRATION: 6926 REGISTERED ARCHI ECT STATE OF WASHINGTO- INTAKE DATE: 01/28/2022 REVISIONS: DATE: PROJECT / CLIENT: M&M CEDAR RESIDENCE MASSIMO & MELINDA RAMELLA-PEZZA PROJECT ADDRESS: 702 CEDAR ST EDMONDS WA 98020 DRAWING NAME: DETAILS DRAWN BY: KKH CHECKED By: ST PHASE: CONSTRUCTION DRAWINGS This drawing is the exclusive property of MEDICI ARCHITECTS, and can be reproduced only with the permission of the Architect. Variations and modifications to work shown on this drawing shall not be carried out without written permission from the Architect. APPROVED FOR CONSTRUCTION: F RE B� SU Feb 04 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L J PROJECT No.: A20 113 DATE: 1 /28/2022 PLOT SCALE: 1:1 A605 ROOF MEMBRANE STRIP IN .080 MILL ALUMINUM 1" WIDE 1 STRAPS @30" O.C. OPTIONAL .250" ALUMINUM FINISH PER ELEVATION HANGER AVAILABLE LAP WATER /AIR BARRIER OVER FLASHING 4" FORMED GUTTER `ANGE WATERPROOF MEMBRANE 10' LENGTHS ROOF F /� ROOFING PER PLANS. SEE SHEET A0.2 FOR ADDITIONAL NOTES SHEATHING PER STRUCTURAL ROOFING MATERIAL PER PLAN ROOF FRAMING SHEATHING PER STRUCTURAL PLAN 7oe PER STRUCTURAL HICKMAN MBEM - STYLE -B (OR EQUAL) 2x6 STUDS PER PLAN - 1 PREFORMED METAL FASCIA/ RAKE - BUILT UP FOAM INSULATION FLASHING WITH CONTINUOUS CLEAT. z D- ROOF STRUCTURE PER STRUCTURAL 1 SLOPE 4" PER 12" I LLI NJ � C/) (�� VENTED SOFFIT FACE z O BLOCKING &MECHANICAL \ UNVENTED ROOF CAVITY: a < FASTENER BY INSTALLER PROVIDE MINIMUM R-17 ICYNENE LU a PROSEAL (MD-C-200 v3) CLOSED -CELL FINISH PER ELEVATION w w WATER -BASED SPRAY FOAM INSULATION, LU a APPLIED IN DIRECT CONTACT WITH SHEATHING PER STRUCTURAL w � UNDERSIDE OF ROOF SHEATHING. 1X FASCIA BOARD '� RECOMMENDED 3" SPRAY INSULATION W/ INTERIOR PER ARCHITECTURAL R-21 BATT INSULATION; TOTAL MIN. R-38. FLOOR JOIST PER STRUCTURAL CONCEALED JOINT SPLICE PLAN 6" WIDE PER PLAN 5/8" GWB @CEILING BOTTOM GUTTER BOX UNVENTED RAKE TYP ROOF TO WALL CONDITION 2 3 6" = 1'-0, 1" = 1'-0" 1" = 1'-0" ENVELOPE OVERFRAMED CRICKET: SOLID -PACK LIVING AREA POLYISO RIGID FOAM BOARD INSULATION, PER PLAN; MECHANICALL ATTACHED TPO OVER POWDER COATED METAL COLLECTOR BOX; SHEATHING PER STRUCTURAL CONTRACTOR TO SIZE ACCORDINGLY PREFORMED METAL FASCIA / RAKE FLASHING WITH CONTINUOUS CLEAT 77 2x FASCIA, PER PLAN 5/8" TYPE X GYPSUM BOARD NOT USED 2" CONTINUOUS STRIP VENTED SOFFIT 1/2" GYPSUM BOARD WRAP POSTS R-38 SPRAY INSULATION WITH 1/2" Q GYPSUM BOARD METAL DOWNSPOUT, PER PLAN Q PER PLAN GARAGE - z FINISH PER ELEVATION > TRUSSES PER STRUCTURAL J CONCRETE SLAB ON GRADE SCREENED COLLECTOR BOX � GARAGE ENVELOPE 4 C,� 1" = 1'-0' 311 = 1.5 1 1/4" HOT DIPPED GALV. R311.7.5.1 RISERS: THE MAXIMUM RISER HEIGHT (HANDRAIL GRIP SIZE PER IRC R311.7.7.3) ROOF NAILS @ 4" OC MAX 4" SELF -ADHERING MEMBRANE SHALL BE 73/4 INCHES. 1 1/4" DIA. MIN. HANDRAIL, CONT. FOR FIRE RATED SLIP OPEN RISERS ARE PERMITTED PROVIDED THAT FULL LENGTH OF STAIR MIN. FLANGE SHEET THE OPENING BETWEEN TREADS DOES NOT — OVERFRAMED CRICKET, PER ROOF PLAN. WIDE WELD BOTH SIDES ROOFING PER PLANS PERMIT THE PASSAGE OF A 4-INCH-DIAMETER UNVENTED: SLOPE MINIMUM 1/4" PER 12". _ _ _ _ _ _ _ _ _ _ _ i (102 MM) SPHERE. MINIMUM 1/4" OVERLAYMENT PROTECTION SHEATHING PER DEFERRED SUBMITTAL: ROOF BOARD OVER POLYISO RIGID FOAM r ` - - - - - - - - - _ _ _ _ _ _ _ STRUCTURAL PLANS NOTE: SPACING BETWEEN INTERMEDIATE DESIGN AND SUBMITTAL DOCUMENTS WILL BE BOARD INSULATION, SOLID PACKED AND 1 1/4" HOT DIPPED GALV. I r------ -------------------------------------------- - - GUARDRAIL MEMBERS TO BE SUCH THAT PROVIDED TO THE BUILDING OFFICIAL AFTER FOR TAPERED TO ACHIEVE MINIMUM SLOPE TO ,� ROOFING PER PLANS. SEE SHEET A0.3 FOR I ROOF NAILS @ 6" OC I NOTES: A SPHERE OF 4 3/8" SHALL NOT PASS REVIEW AND APPROVAL; INSTALLATION WILL NOT DRAIN; INSTALL MECHANICALLY ATTACHED ADDITIONAL NOTES. I 1. REFER TO MANUFACTURER FOR THROUGH ANY OPENING BEGIN UNTIL THE DOCUMENTS ARE APPROVED BY THE TPO OVER, PER MANUFACTURER'S ' FASCIA COVER PER j',' THE MOST CURRENT INFORMATION. BUILDING OFFICIAL. RECOMMENDATION EAVES PER STRUCTURAL. ARCHITECTURAL PLANS. I I 2. REFER TO DETAIL FOR COATED SUB FLOOR PER FASTENERS PERit ! METAL ROOF EDGE SPLICE. STRUCTURAL PLAN MANUFACTURER z II ' 3. INSTALL METAL WORK TO SHEET S3 HANDRAILS PREFORMED METAL FASCIA/ RAKE I SPECIFICATIONS. SMACNA PER SLOPE MIN FLASHING WITH CONTINUOUS CLEAT. - I I I cn RECOMMENDATIONS. IF SHOP (3) 8d TOE NAIL IRC R311.7.7 1/4" PER 12" ! I FABRICATED METAL EDGE IS USED STRINGER TO z I! I IT MUST MEET ANSI/SPRI ES-1 OR AN FM STANDARD. THRUST BLOCK BALUSTERS 4. WOOD NAILER MUST BE TO CONFORM O TPO COATED METAL I j ! INSTALLED TO MEET APPLICABLE TO IRC R312.3 N o W (SEE NOTE 3) I j ! BUILDING CODES OR 200 LB PER co Q 'LINEAR FOOT MINIMUM IN ANY z z w z j ; ! CONT. CLEAT, 20GA I GIVEN DIRECTION. 36" MIN. STAIRWAY WIDTH O 2 z_ VENTED SOFFIT PER MANUFACTURER I 5. FLANGE OF METAL MUST BE PER IRC R311.7.1 z - o _ FULLY w 00 UNVENTED ROOF CAVITY:CD SUPPORTED BY WOOD AND SIMPSON SLOPED RUN 10" MIN.p cal PROVIDE MINIMUM R-38 ICYNENE FINISH PER ELEVATION I TERMINATED AT LEAST 1/2" FROM HUC28 OR EQUAL 11 Q PROSEAL (MD-C-200 v3) CLOSED -CELL j EDGE OF WOOD. � WATER -BASED SPRAY FOAM I 6. WHEN REINFORCEMENT OF TPO BELOW STAIR INSTALL 5/8" W INSULATION, APPLIED IN DIRECT WALL FRAMING PER STRUCTURAL I MEMBRANE IS EXPOSED, APPLY CUT TYPE'X' G.W.B. (1) LAYER M CONTACT WITH UNDERSIDE OF ROOF j EDGE SEALANT. @ CEILING, (1) LAYER @ WALLS ti SHEATHING. j FRAMING PER STAIR NOSING PROFILE (3) 2X12 STRINGERS PER IRC R311.7.4.3 STRUCTURAL PLANS BLOCKING @ MIDSPAN FASCIA BOARD PER j SELF -ADHERING MEMBRANE ROOF FRAMING PER STRUCTURE ELEVATIONS j NOTE: GREATEST AND LEAST SOFFIT TREAD & RISER SHALL NOT VARY MORE THAN 3/8" T-0" MIN. - CAULKING (PER IRC R311.7.4.1 & R311.7.4.2) CLEAR UNVENTED EAVE & CRICKET RAKE FLASHING INTERIOR WOOD FRAMED STAIR 7 9 1" = 1'-0" 6" = 1'-0" 3/4" = 1'-0" MEDICI ARCHITECTS 1 171 1 SE 8TH STREET 200 W. RIVER ST. SUITE 100 SUITE 301 BELLEVUE, WA 98005 KETCHUM, ID 83340 TEL: (425) 453-9298 TEL: (208) 726-0194 REGISTRATION: 6926 REGISTERED ARCHI ECT STAT O� SHINGTON INTAKE DATE: 01/28/2022 REVISIONS: DATE: 1 CORRECTIONS 10/22/21 PROJECT /CLIENT: M&M CEDAR RESIDENCE MASSIMO & MELINDA RAMELLA-PEZZA PROJECT ADDRESS: 702 CEDAR ST EDMONDS WA 98020 DRAWING NAME: DETAILS DRAWN BY: KKH CHECKED By: ST PHASE: CONSTRUCTION DRAWINGS This drawing is the exclusive property of MEDICI ARCHITECTS, and can be reproduced only with the permission of the Architect. Variations and modifications to work shown on this drawing shall not be carried out without written permission from the Architect. APPROVED FOR CONSTRUCTION: � RESUB SUB Feb 04 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L J PROJECT No.: A20 113 DATE: 1 /28/2022 A606 PLOT SCALE: 1:1 _ WOOD FRAMING GUARDRAIL SIM DETAIL - I I I PER STRUCTURAL PLANS EXTERIOR SHEATHING PER 6/A6.4 STRUCTURAL PLANS I WATERPROOFING MEMBRANE WATER RESISTIVE BARRIER I - UP INSIDE OF PARAPET WALL ROOF FRAMING PER VENTED PARAPET - SEE LU I I - FLASHING ROOFING MATERIAL PER PLAN STRUCTURAL PLANS DETAIL THIS SHEET Q I I SLOPE FLOOR Z I I MIN. 1/4" PER 12" Z-FLASHING O cD SHEET METAL SCUPPER I I ROOF WATER PROOFING P Z SOLDERED(SECURED)TO ' PT FRAMING PER w _j cn a WALL OR BLOCKING I I I MISC. C-CHANNEL PER I STRUCTURE �S Z � STRUCTURAL �--------------- FLASHING AND N CANT STRIP a " _ FLASHING J C7 OVERLAP FLASHING N --------~------------ w �1/4" PER 12" --► LU a SCUPPER WITH o ---------------� — — — — — DOWNSPOUT LINEAR SCUPPER- SEE FLOOR FRAMING DETAIL THIS SHEET PER STRUCTURE TIGHT KNOT CEDAR — 3"SQUARE I SOFFITS POWDER -COATED GUTTER PLYWOOD SURFACE: 3/4" T&G, EXTERIOR GRADE B/C I OR BETTER, INSTALLED B SIDE UP; PRIMER: TUFFLEX TUFF-PDXY PRIMER #2 OR #3; BASE MEMBRANE: TUFFLEX SOLVENT FREE "TUFF" WITH RUBBER REINFORCING RUBBER TEXTURE; AGGREGATE I SEALANT BINDING TOP COAT: TUFFLEX COLORCOAT AR (COLOR - I DRAINAGE FLASHING ROCKY GRAY); TOP COAT: TUFFLEX COLORCOAT AL - ESTER TOP COAT (COLOR - ROCKY GRAY). INSTALLATION PER MANUFACTURER'S SPECIFICATION. DECK WATERPROOFING PARAPET WITH THRU-WALL PENETRATION 2 C CHANNEL AT AWUNING 3 1" = 1'-0" 3" = 1'-0" 3" = 1'-0" 28.5' 22 2' NOTES: I GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD. COMPONENTS ARE SHOWN FOR s�ce,vu1e 9p8prequ1^� ` GUARDRAIL SIM DETAIL 6/A6.4 o _- PARAPET POWDER COATED COPING I CLARITY AND NOT NECESSARILY TO SCALE. r - r--------7.9'� SIDING PER ELEVATIONS It- ° WOOD FRAMING PER STRUCTURAL PLANS POWDER COATED BREAKSHAPE o FLASHING W/ DRIP EDGE FLASHING INSULATION TO COVER ENTIRE 2X LEDGER. I WATER RESISTIVE BARRIER I ° SLOPE MINIMUM 1/4" PER 12". MINIMUM 1/4" OVERLAYMENT ° BLOCKING AND CONNECTION PER STRUCTURAL EXTERIOR SHEATHING PER PROTECTION ROOF BOARD OVER STRUCTURAL PLANS POLYISO RIGID FOAM BOARD ° NOTE: ALL STEEL TO BE POWDER INSULATION, SOLID PACKED AND COATED BEFORE DELIVER TO SITE TAPERED TO ACHIEVE MINIMUM o SLOPE TO DRAIN; INSTALL ROOFING MATERIAL OVER FLOOR JOISTS PER I °^"^^^ erva^ °"�^°^^"��a^ 032 io.a FLASHING &CANT STRIP STRUCTRUAL PLANS I a_r �— 1/4" PER 12" 19.3' R-38 BATT INSULATION -------" — -------, OUTSIDE AIR - - + SUPPLY FRESH AIR TO SUPPLY AIR > I ------ ° ------ BEDROOMS AND LIVING SPACES z— — — — — — — — EXHAUST AIR + - - EXTRACT AIR< EXTRACTS STALE AIR FROM — — — — — — — — -- — — — — — KITCHENS AND BATHROOMS SPRAY INSULATION @ UNVENTED FLOOR STARTER STRIP ----- 5/8" GWB @ CEILING BETWEEN EXTERIOR @ INTERIOR SPACES, TYP. DRAINAGE FLASHING ---- SHEATHING PER STRUCTURAL PLAN TIGHT KNOT CEDAR SEALANT s��rv�fee FINISH PER ELEVATION SOFFITS o. servMYp I � I 2 x 6 STUDS PER PLAN PER ARCH PLANS I L------------ — --—-I VENTED PARAPET FIBER CEMENT LAP - OVERHANG HEAT RECOVERY VENTILATION 4 5 6 If= ' 1 1'-011 3" = 1'-0" NTSNOT USED NOT USED NOT USED MEDICI ARCHITECTS 1 171 1 SE 8TH STREET 200 W. RIVER ST. SUITE 100 SUITE 301 BELLEVUE, WA 98005 KETCHUM, ID 83340 TEL: (425) 453-9298 TEL: (208) 726-0194 REGISTRATION: 6926 REGISTERED ARCHI ECT TT STAT O� SHINGTON INTAKE DATE: 01/28/2022 REVISIONS: DATE: PROJECT / CLIENT: M&M CEDAR RESIDENCE MASSIMO & MELINDA RAMELLA-PEZZA PROJECT ADDRESS: 702 CEDAR ST EDMONDS WA 98020 DRAWING NAME: DETAILS DRAWN BY: KKH CHECKED By: ST PHASE: CONSTRUCTION DRAWINGS This drawing is the exclusive property of MEDICI ARCHITECTS, and can be reproduced only with the permission of the Architect. Variations and modifications to work shown on this drawing shall not be carried out without written permission from the Architect. APPROVED FOR CONSTRUCTION: F RE B� SU Feb 04 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L J PROJECT No.: A20 113 DATE: 1 /28/2022 PLOT SCALE: 1:1 A607 AFNFRAI 1. ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE 2018 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC). 2. THE ARCHITECT/ENGINEER (ARCH/ENGR) IS NOT RESPONSIBLE FOR THE LOCATION OF PROPERTY LINES AND/OR EASEMENT, SOIL CONDITIONS, MECHANICAL AND ELECTRICAL WORK, AND THE PRESENCE OF UTILITIES NOT REPORTED TO THE ARCH/ENGR IN WRITING BY THE OWNER. 3. THE ENGINEER IS NOT RESPONSIBLE FOR FIELD REVIEW OF CONSTRUCTION UNLESS SPECIFICALLY RETAINED FOR THAT PURPOSE. 4. DRAWINGS SHALL NOT BE SCALED, WRITTEN DIMENSIONS SHALL GOVERN CONSTRUCTION. THE CONTRACTOR SHALL VERIFY DIMENSIONS PRIOR TO CONSTRUCTION AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCH/ENGR SO THAT CLARIFICATION CAN BE MADE. ALL DIMENSIONS RELATED TO EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AND SHALL BE SUBMITTED TO THE ARCH/ENGR FOR REVIEW PRIOR TO CONSTRUCTION. DIMENSIONS FOLLOWED BY A +/- SYMBOL SHALL BE FIELD MEASURED AND VERIFIED PRIOR TO COMMENCEMENT. 5. DETAILS OF CONSTRUCTION NOT SHOWN OR NOTED SHALL BE CONSIDERED OF THE SAME CHARACTER SHOWN FOR SIMILAR CONSTRUCTION, SPECIFICATIONS, WHEN PROVIDED, ARE A PART OF THESE DRAWINGS, SEE SPECIFICATIONS FOR MATERIAL AND WORKMANSHIP REQUIREMENTS. 6. THE CONTRACTOR SHALL PROVIDE ALL LABOR EQUIPMENT, MATERIAL AND SERVICES NECESSARY FOR THE EXECUTION OF ALL CONSTRUCTION WORK AS SHOWN ON THE DRAWINGS AND AS NOTED IN THE SPECIFICATIONS. 7. THE CONTRACTOR SHALL COMPARE THE DRAWINGS AND NOTIFY THE ARCH/ENGR OF ANY DISCREPANCIES PRIOR TO COMMENCING WITH THE WORK. 8. TEMPORARY BRACING AND SHORING NECESSARY TO SUPPORT ANY PORTION OF THE STRUCTURE DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. FOUNDATIONS 1. REFER TO GEO-TECHNICAL DATA BELOW FOR THE PROJECT DESIGN PARAMETERS. GEOTECHNICAL ENGINEER SHALL VERIFY PLACEMENT OF FILLS AND FOUNDATIONS PRIOR TO PLACEMENT OF FILLS. 2. SPECIFIED CONCRETE MIX AS FOLLOWS: CONCRETE MIX TYPE OF COMPRESSION STRENGTH CONSTRUCTION @ 28 DAYS, PSI MAX W/C RATIO ENTRAINED AIR SACK MIX SLAB ON GRADE (INTERIOR) 3000 SLAB ON GRADE (EXTERIOR) 3000 0.45 5% BASEMENT WALL 2500 0.50 5 1/2 FOOTINGS 2500 0.50 5 1/2 CONT. FOOTINGS 2500 0.50 5 112 3. CONCRETE REINFORCEMENT SHALL CONFORM TO ASTM A615, AND PER BELOW. REBAR - PER ASTM A615 #4 & LESS GRADE 40 #5 & GREATER GRADE 60 COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS: FOOTINGS & RETAINING WALLS (CAST AGAINST SOIL) 3" COVER SURFACES EXPOSE TO EARTH OR WEATHER 2" COVER COLUMNS & BEAMS 1 2" COVER SLABS & INTERIOR WALLS 4" COVER 4. FOUNDATION WALL SHALL EXTEND 6" ABOVE FINISHED GRADE. 5. FOUNDATION PLATES SHALL BE PRESSURE TREATED (PT) HF 2. 6. INSTALL FOUNDATION ANCHOR BOLTS 4' ON CENTER (UNO) AND EMBED A MINIMUM 7" IN CONCRETE. 7. INSTALL WATER PROOFING MATERIALS ON FOUNDATION WALL SUPPORTING SOIL. 8. ALL FOOTING EXCAVATIONS SHALL BE NEXT AND AS CLOSE TO FOOTING DIMENSIONS AS PRACTICABLE. 9. ALL FOUNDATIONS SHALL BEAR ON FIRM UNDISTURBED NATIVE SOILS OR ENGINEERED FILLS AT OR EXCEEDING DEPTHS SHOWN ON THE DRAWINGS. ALL SOILS WORK AND SITE GRADING SHALL BE IN ACCORDANCE WITH CHAPTERS 18 OF THE IBC. GEOTECHNICAL IN ABSENCE OF GEOTECHNICAL ANALYSIS, THE FOLLOWING DESIGN CRITERIA IS USED: SOIL BEARING PRESSURE: 1500 PSF ACTIVE EARTH PRESSURE (RETAINING WALLS): 35 PCF AT REST EARTH PRESSURE (BASEMENT WALLS): 60 PCF PASSIVE PRESSURE: 350 PCF FRICTION COEFFICIENT: 0.35 REPORT PREPARED BY: PROJECT SPECIFIC DESIGN CRITERIA Wind Design Data Wind Design Speed, Vu = 110 MPH, Vasd = 85 MPH Wind Exposure = B Wind Importance Factor, Iw = 1.0 Internal Pressure Coefficient = +/ 0.18 Ktz = 1.38 Kd = 0.85 Seismic Design Data Importance factor = 1.0 Ss = 1.26g, S1 = 0.50g Site Class = D SDS = 0.84g, SD1 = 0.60g SDC = D Seismic System = 15. Light -frame (wood) walls sheathed with wood structural panels rated for shear resistance or stee Design Base Shear = 23.14 kips Cs = 0.130 R=6.5 Analysis procedure: ASCE 11.4, 11.5 & 12.8 -,nn1A/ I nark Flat -roof snow load, pf = 25.0 psf Snow exposure factor, Ce = 1.00 Snow load important factor, Is = 1.00 Thermal factor, Ct = 1.00 Gravity Loads* DEFLECTION REQUIREMENTS CONSTRUCTION LIVE SNOW DEAD + LIVE ROOF MEMBERS U360 U360 U240 FLOOR MEMBERS (NON TJI) L/360 L/240 FLOOR MEMBERS (TJI) L/480 WALL MEMBERS L/360 L/360 NOTES: 1. L = LENGTH OF THE MEMBER IN INCHES. 2. CANTILEVER MEMBERS, L SHALL BE TAKEN TWICE THE LENGTH. OF THE CANTILEVER. 3. REFER TO IBC/SBC TABLE 1604.3 FOR ADDITIONAL REQUIREMENTS. Roof Dead Load = 15 psf + 5 psf (SOLAR PANELS) Roof Live Load = 25 psf Floor Live Load (Office) = 50 psf Floor Live Load (Residential) = 40 psf, Balcony & Roof Decks = 60 psf Floor live Load (Corridor) = 100 psf Partition Loads = 10 psf (residential) Partition Loads = 20 psf (office) Floor Dead Loads = 12 psf (residential) + 1.5" TICK GYPCRTETE At rest earth pressure = 60 pcf *As Applicable WOOD CONSTRUCTION (CARPENTRY) REFERENCE STANDARD: WOOD FRAMING SHALL CONFIRM TO THE REQUIREMENTS OF THE FOLLOWING STANDARDS: NFPA - NATIONAL DESIGN FOR WOOD CONSTRUCTION ANSI/TPI - NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. MATERIAL SAWN LUMBER USE SIZE SPECIES/GRADE MIN. DESIGN VALUE STUD 2 X 4, 2 X 6, 3 X 4, 3 X 6 HEM -FIR (N) Fb = 775 psi Fc = 925 psi Sill Plate 2 X 4, 2 X 6, 3 X 4, 3 X 6 HEM -FIR (N) Fb = 775 psi Fc = 925 psi Post/ Columns 4 x DOUG-FIR #1 Fc = 1350 psi Post / Column 6 x DOUG-FIR #1 Fc = 1000 psi JOISTS 2 X 8 TO 2 X 12 HEM -FIR (N) #2 Fb = 850 psi Fv= 95 psi Beam & Headers 4 x 6 To 4 x 12 HEM -FIR (N) #1 Fb = 850 psi Fv= 95 psi Glue -Laminated Beams (GLB) Too Fiber Btm Fiber stress Fc (Compression 24F-V4 1200 psi 2400 psi 24F-V8 2400 psi 2400 psi Parallam Beams (PSL) - 2.0E 2900 psi 2900 psi 2900 psi** "WHERE PSL COLUMNS ARE REO'D PER PLAN, USE ONLY PSL BEAMS WITH (E=2.0 X 10') - 2.0E Roof Sheathing - 32 inch DOC PS-1 or PS-2 (APA Performance rated) 32/16 span rating with Exposure I glue. Sub -Floor Sheathing - 4 inch DOC PS-1 or PS-2 (APA Performance rated) Sturd-I-Floor 24-in o/c rating with Exposure I glue. Wall structural panels - Refer to Table 1 for thickness. 32/16 index rating - 5 ply with Exposure I glue. REPLACE SPLIT MEMBERS AND PRE -DRILL HOLES WHERE NAILING MAY CAUSE WOOD TO SPLIT. METAL FRAMING CLIPS, HANGERS, ETC. SHALL BE SIMPSON STRONG TIE. NAILING SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS WITH A NAIL PROVIDED FOR EACH PUNCHED HOLE. WHERE NAILS ARE TO BE FURNISHED BY THE MANUFACTURER, THEY SHALL BE USED IN PLACE OF COMMON NAILS. BOLTS IN NOT PRESSURE TREATED LUMBER SHALL BE UNFINISHED MACHINE BOLTS OF SIZES SHOWN ON DRAWINGS, CONFORMING TO ASTM A307. LENGTH OF BOLTS SHALL NOT PROJECT LESS THAN 1/16" OR MORE THAN 1/2" BEYOND THE END OF NUT. BOLT HOLES IN WOOD SHALL BE 1/32" MIN. 1/16" MAX. LARGER THAN THE BOLT DIAMETER. PROVIDE STANDARD CUT OR MALLEABLE IRON WASHER UNDER BOLT HEAD AND NUT WHERE THEY WOULD BEAR ON WOOD. NUTS SHALL BE TIGHTENED WHEN PLACED AND RETIGHTENED BEFORE CONCEALMENT. WOOD BELOW MAIN BUILDING PANELS SHALL BE DOUGLAS FIR FOR SUPPORTING BEAMS, AND PRESSURE TREATED. STRUCTURAL MEMBERS SHALL NOT BE NOTCHED, CUT OR OTHERWISE ALTERED FOR DUCTS, PIPES, ECT. WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. ROOF TRUSSES SHALL NOT HAVE AREA BETWEEN WEB MEMBERS LARGER THAN 42" HIGH X 24" WIDE UNLESS SPECIFICALLY NOTED ON PLANS. PRESSURE TREATING: ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH 0.25 POUNDS PWE CUBIC FOOT OF WATERBORNE (ACZA) PRESERVATIVES IN ACCORDANCE WITH AWPA PRESSURE- TREATMENT RETENTIONS FOR WESTERN SPECIES ONLY AND THE CORRESPONDING AWPB QUALITY ASSURANCE PROCEDURE ASSOCIATED WITH THE AWPA STANDARD. PRODUCTS SHALL BEAR THE AWPB MARK. BOLTS, NAILS & SCREWS USED IN EXTERIOR APPLICATIONS, OR IN PRESSURE TREATED MATERIAL SHALL BE HOT -DIPPED GALVANIZED (PER ASTM A153) OR STAINLESS STEEL. HOLD DOWN DEVICES COATED WITH CORROSION PROTECTION PER ASTM A123. ENGINEERED WOOD CONSTRUCTION REQUIREMENTS 2303.1.1 Lumber. Lumber used for load -supporting purposes, including end -jointed or edge -glued lumber, machine stress -rated or machine evaluated lumber, shall be identified by the grade mark of a lumber grading or inspection agency that has been approved by an accreditation body that complies with DOC PS 20 or equivalent. Grading practices and identification shall comply with rules published by an agency approved in accordance with the procedures of DOCPS 20 or equivalent procedures. In lieu of a grade mark on the material, a certificate of inspection as to species and grade issued by a lumber -grading or inspection agency meeting the requirements of this section is permitted to be accepted for precut, remanufactured or rough -sawn lumber, and for sizes larger than 3 inches (76 mm) nominal thickness. Approved end -jointed lumber is permitted to be used interchangeably with solid -sawn members of the same species and grade. 2303.1.2 Prefabricated wood I -joists. Structural capacities and design provisions for prefabricated wood I -joists shall be established and monitored in accordance with ASTM D 5055. 2303.1.3 Structural glued -laminated timber. Glued -laminated timbers shall be manufactured and identified as required in AITC A190.1 and ASTM D 3737. 2303.1.4 Wood structural panels.Wood structural panels, when used structurally (including those used for siding, roof and wall sheathing, subflooring, diaphragms and built-up members), shall conform to the requirements for their type in DOC PS 1 or PS 2. Each panel or member shall be identified for grade and glue type by the trademarks of an approved testing and grading agency. Wood structural panel components shall be designed and fabricated in accordance with the applicable standards listed in Section 2306.1 and identified by the trademarks of an approved testing and inspection agency indicating conformance with the applicable standard. In addition, wood structural panels when permanently exposed in outdoor applications shall be of exterior type, except that wood structural panel roof sheathing ex- posed to the outdoors on the underside is permitted to be interior type bonded with exterior glue, Exposure 1. STRUCTURAL TESTS AND INSPECTIONS (Where applicable) 1. CONCRETE SPECIMEN TESTING AND PLACING OF REINFORCED CONCRETE PER IBC SECTION 1704.4 2. STEEL REINFORCEMENT PLACING PER IBC TABLE 1704.4. 3. STRUCTURAL STEEL WELDING AND BOLT PLACEMENT PER IBC 1704.3.3, STRUCTURAL WELDING PER IBC 1704.3.1. ALL WELDING, SHOP OR FIELD SHALL BE PERFORMED BY WABO CERTIFIED WELDERS. 4. MASONRY CONSTRUCTION SHALL BE INSPECTED & EVALUATED IN ACCORDANCE OF SECTION 1704.5.2 AND PER MASONRY NOTES ON THESE DRAWINGS (WHERE APPLICABLE). NAILS SHALL NOT BE DRIVEN CLOSER TOGETHER THAN %2 THEIR LENGTH NOR CLOSER TO THE EDGE OF MEMBER THAN /4 THEIR LENGTH. NAILING NOT NOTED BELOW OR ON PLANS SHALL BE A MINIMUM Of 2 NAILS AT EACH CONTACT, 8d FOR I x AND I Gd FOR 2x MATERIAL JOIST OR RAFTERS AT ALL BEARING - TOE NAIL 3-1 Od JOIST OR RAFTERS TO SIDES OF STUD: 2x8 MEMBER OR SHALLOWER 3-1 Gd FOK EACH ADDITIONAL FOUK (4) INCHES IN DEPTH I -I Gd DOUBLE JOISTS, RAFTERS, AND HEADERS 2-1 Gd AT 12" O.C. BLOCKING BETWEEN JOIST OR RAFTERS: TO JOIST OR KAFTER5TOE NAILS, EACH SIDE, EACH END 2-1 Od TO JOIST OR RAFTERS BEARINGS TOE NAILS, EACH SIDE 2-1 Od BLOCKING BETWEEN STUDS, TOE NAILS, EACH END 2-1 Od BUILDUP COKNEK STUDS I Gd AT 12" O.C. 2" SUBFLOOP, TO JOIST OR GRIDER, BLIND AND FACE NAIL I Gd AT I G" O.C. TOP PLATE OR SOLE PLATE TO STUD, END NAIL 2-1 Gd AT 2x4, 3-1 Gd AT 2xG TOE NAIL 4-8d DOUBLED STUDS, FACE NAIL I Gd AT 12" O.C. DOUBLED TOP PLATES, PACE NAIL 2-1 Gd AT I G" O.C. TOP PLATES, LAPS (4'0" MINIMUM), FACE NAIL 12-1 Gd TOP PLATES, INTERSECTIONS, FACE NAIL 2-1 Gd CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d CEILING JOIST, LAPS OVER PARTITIONS, FACE NAIL 3-1 Gd CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL 3-1 Gd CEILING JOIST LEDGER RACE NAIL TO STUDS: 2x4 AND 2xG 2-1 Gd 2x8 AND UP TO 2x 12 3-1 Gd LEDGER TO STUDS: 2x8 MEMBER OR SHALLOWER 3-1 Gd FOR EACH ADDITIONAL 2" 1-1 Gd STRUCTURAL STEEL 1. ALL STRUCTURAL STEEL FABRICATION AND ERECTION SHALL CONFORM TO THE SPECIFICATIONS AS STATED IN THE MANUAL OF STEEL CONSTRUCTION BY A.I.S.C. SHOP DRAWING SHALL BE SUBMITTED FOR REVIEW BY ENGINEER. STRUCTURAL STEEL SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS, U.O.N.: WIDE FLANGE AND WT SHAPES ASTM A992 OTHER SHAPES, RODS, AND PLATES ASTM A36 TUBES ASTM A500 GRADE B PIPE ASTM A53 GRADE B 2. BOLTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A325. HIGH STRENGTH BOLTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM 325X. BOLT HOLES SHALL BE 1/16" LARGER IN DIAMETER THAN THE BOLT, UNLESS OTHERWISE NOTED (U.O.N.) ON THE DRAWINGS. WASHERS ARE REQUIRED UNDER HEAD & NUT. Shear Connectors: ASTM A 108, Grades 1015 through 1020, headed -stud type, cold -finished carbon steel; AWS D1.1, Type B. 3. ALL WELDING SHALL COMPLY TO AWS D1.1, LATEST EDITION. CONTRACTOR SHALL SUBMIT WELD PROCEDURE SPECIFICATIONS FOR EACH TYPE OF WELD JOINT TO ENGINEER AND SPECIAL INSPECTOR FOR REVIEW PRIOR TO START OF WORK. 4. ALL WELDS SHALL BE MADE WITH A FILLER METAL THAT HAS A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FT-LBS AT MINUS 20 DEGREES F., AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION. 5. ALL STRUCTURAL WELDS SHALL BE PERFORMED BY WELDER ACCEPTABLE TO THE ARCH/ENGR. CERTIFICATIONS SHALL BE SUBMITTED TO THE ARCH/ENGR AND THE BUILDING OFFICIAL. MUST BE WABO CERTIFIED. 6. Nonmetallic, Shrinkage -Resistant Grout: Premixed, nonmetallic, noncorrosive, nonstaining grout containing selected silica sands, portland cement, shrinkage compensating agents, plasticizing and water -reducing agents, complying withASTM C 1107, of consistency suitable for application, and a 30-minute working time. 7. UNLESS NOTED OTHERWISE, DRILLED CONCRETE ANCHORS AND SELF -DRILLING ANCHORS SHALL BE BY ITW RAMSET/REDHEAD. CONCRETE INSERTS, COIL LOOP INSERTS AND FERRULE LOOP INSERTS SHALL BE BY BURKE. APPROVED EQUALS MAY BE SUBSTITUTED. D/30uniE: JOIST NO LIMI1 0 Z -1ch 1/3 SPAN (EACH END OF BEAM) 1M BEAM ALLOWABLE AREA FOR WIRES, CONDUITS AND PIPES HOLES IN BEAMS & JOISTS Division Description S1.X NOTES S2.X FRAMING PLANS S3.X BUILDING SECTIONS S4.X FOUNDATION DETAILS S5.X CONCRETE SHEAR WALL ELEVATIONS & DETAILS S6.X STEEL DETAILS S7.X WOOD DETAILS S8.X MASONRY SHEAR WALLS, BEAMS & COLUMN DETAILS S9.X CONCRETE COLUMN DETAILS S10.X CONCRETE BEAM DETAILS *** NOTICE: OWNERSHIP OF THESE DOCUMENTS *** ALL SHEETS/DRAWINGS CONTAINED IN THIS DOCUMENT ARE PROPERTY OF CUSTOM DESIGN & ENGINEERING, INC., AND ARE LICENSED TO THE ORIGINAL PURCHASING CLIENT (CLIENT). THE CLIENT MAY NOT SUBLICENSE, ASSIGN, OR TRANSFER THIS LICENSE TO A THIRD PARTY WITHOUT A WRITTEN APPROVAL OF CUSTOM DESIGN & ENGINEERING, INC. THESE DRAWINGS MAY NOT BE REUSED FOR OTHER PROJECTS WITHOUT THE PRIOR WRITTEN PERMISSION FROM CUSTOM DESIGN & ENGINEERING, INC. Z o o0 L '; < �zon C-j owN-).� 0 J, E Ln.- LU C) z LJJ O p CV V) O 00 LJJ V) O � Q Q IV Q N L.LJ w C -) I CU I Q CV Z O O J LU ID LJJ Q Li 2 CIO w Q z � o U w U LU 0 0 I N 0 CN I� CZ Cv ICM C!� O IZ Io z II `� J w I > Iz QCDIW Cn CD ZD cc IV w J LZ ;_ C!� = z �. M R 36923 PROJECT # RESIL Feb 04 2 - X4Y MO E E 2DE E S SHEET NO m 1.8 ------------------------- HSS6X4X1/4 2X6DF2@16"O.C. BALLOON FRAMED WALL HSS6X4X1/4 TD4 (3/S4.1) INSTALL HOLD-DOWN AT I A i A I I lk-A ATr 11 A A.2 Le TD3 (5/S4.0) MSTA18 STRAP TD1(6/7.0) BM 27 - 5.25 X 5.5 PSL (TOP PLATE/HDR) MSTA18 STRAP HEADERS IN NON LOAD BEARING WALLS AT LOCATIONS WHERE A HEADER IS NOT SPECIFICALLY CALLED OUT ON PLAN REFER TO THE DETAIL BELOW: (3) 2 X 4 HF/DF 2 (2) 2 X 6 STUDS OR (2) 2 X 6 HF/DF 2 OR PER HOLD-DOWN SCHEDULE (2 PLCS) TYPICAL HEADER DETAIL (UNO SEISMIC FORCE RESISTING SYSTEM (WOOD SHEAR WALLS) SHEET NUMBER WHERE DETAIL IS SHOWN HOLD-DOWN DETAIL NUMBER 7 MSTXX OR TDX (2 /S7.0) MSTXX OR TDX (2 /S7.0) ABBREVIATIONS \ 1O SW = SHEAR WALL TO = TIE DOWN PER SW SCHEDULE @ S7.0 MIN LENGTH OF SW N/R = NO HOLD-DOWN REQ'D SHEAR WALL MARK SW-1: 141-511 1O MSTXXX = MST STYLE STRAP (EXAMPLE) TDX (TIE DOWN) PER HOLD-DOWN PER S.W. TABLE S7.0 MIN LENGTH OF SCHEDULE ON S7.0 SHEAR WALL (EACH -END OF S.W.) (EXAMPLE) DRAWING SYMBOL LEGEND = POST/COLUMN SUPPORTED BY A BEAM. DOES NOT CONTINUE TO FLOOR BELOW. = POST/COLUMN SUPPORTING A BEAM. (CONTINUES THRU THE FLOOR) = MULTI -PLY (2 MAX) 2 X STUD COLUMN. USE 2-2 X 4 FOR 2 X 4 WALLS & 2 - 2 X 6 FOR 2X6WALLS. TYPICAL (UNO) I - — TYPICAL BEAM TO BEAM CONNECTION I GT = GIRDER TRUSS BM 6-(2) 2 x 6 DF #2 TYPICAL MULTI PLY BEAM EXAMPLE — NUMBER OF PLIES FRAMING PLAN NOTES 1. ALL BEAMS SHALL BE FLUSH UNLESS NOTE OTHERWISE ON THE PLAN. WINDOWS & DOOR HEADERS SHALL BE DROPPED (SEE NOTE 9). FLUSH BEAMS HAVE FLOOR SHEATHING ATTACHED DIRECTLY. DROPPED BEAMS ARE INSTALLED BELOW FLOOR FRAMING. 2. REFER TO THE TYPICAL HEADER DETAIL ON THIS SHEET FOR HEADERS NOT SPECIFICALLY CALLED OUT ON THIS PLAN. THIS DETAIL IS TYPICAL FOR NON -BEARING EXTERIOR WALLS. 3. UNLESS NOTED OTHERWISE, USE (2) 2 X 4 OR (2) 2 X 6 UNDER ALL HEADERS. (3) 2 X 4 STUDS OR (2) 2 X 6 STUDS MAY BE SUBSTITUTED FOR 4 x 4 POSTS PER PLAN. 4. STRAPS SHOWN ON THIS LEVEL ATTACH TO WALLS ABOVE AND BELOW (CENTERED ABOUT THE JOIST RIM. 5. SHEAR WALLS SHOWN ON THIS PLAN OCCUR BELOW THE FLOOR FRAMING. 6. PROVIDE CONTINUOUS SOLID BEARING TO THE FOUNDATION AT GIRDER TRUSSES, HIP MASTERS, BEAMS AND HEADERS. 7. IF MANUFACTURED FLOOR JOISTS ARE USED IN LIEU OF SOLID FRAMING (IF APPLICABLE), PROVIDE SHOP DRAWINGS FOR REVIEW. 8. FLOOR SHEATHING & NAILING: 8.1. FLOOR SHEATHING SHALL BE 4" T & G. 8.2. NAIL WITH 1 Od @ 6" O.C. AT PERIMETER AND 1 Od @ 12" O.C. IN THE FIELD - UNLESS OTHERWISE NOTED ON PLAN. 1 ST FLOOR SHEAR WALLS/ 2ND FLOOR FRAMING 9• WALL TOP PLATE REQUIREMENTS - ALL TOP PLATES OF WALLS SHALL BE DOUBLE 2 X 6 (OR 2 X 4 IF ALLOWED). THE TOP PLATES MUST BE CONTINUOUS OVER HEADERS. DO NOT CUT DOUBLE TOP PLATES UNLESS ALLOWED PER THE FRAMING PLAN. ALL SHEETS/DRAWINGS CONTAINED IN THIS DOCUMENT ARE PROPERTY OF CUSTOM DESIGN & ENGINEERING, INC., AND ARE LICENSED TO THE ORIGINAL PURCHASING CLIENT (CLIENT). THE CLIENT MAY NOT SUBLICENSE, ASSIGN, OR TRANSFER THIS LICENSE TO A THIRD PARTY WITHOUT A WRITTEN APPROVAL OF CUSTOM DESIGN & ENGINEERING, INC. THESE DRAWINGS MAY NOT BE REUSED FOR OTHER PROJECTS WITHOUT THE PRIOR WRITTEN PERMISSION FROM CUSTOM DESIGN & ENGINEERING, INC. �z o� 0 ]�E F= • o 0 �� Q211 �� o� ow�.7 C� J ^ E N c� t W W C) w o p N CJ) O 00 L u C/) m Q Q N p N w W C/) I> U p I Q C\ z o O J � w p W Q rC Lii w Q z � o U w CD U w Cc -7)CDC) 0- I N O I N C/O �II� � I N J J Q CD rz Q� wQ = rr C/) rr J o CD V5 I� Ow J LJJ � J LL z o I w � z CD III r CU w J F- cD E o z � M rp Ul ld�O tip 369233 L PROJECT # RESIL Feb 04 2 - X42 Y M DE E S E E SHEET NO S212 ( ) ------------ ------------ ( SIM 3 17.0 2X10OF2 @ 16" O.C. 2 -- + SIM r S7.0 (2)2X10DF2 @ 16" O.C. (:) ------------- 3 S7.0 (: ) ------------- A A.2 B C D (2)2X10 EXTENSION STRUCT FASCIA PER 5/S7.1 2 X 10 DF/HF 2 j TD3 (1/S7,1) S51 TD3 (1/S7.1) EAVE RAFTER @ 24" O.C. MST60 (5/S7.2) 1 S 1-4:4'.3' I 1 1 1 i i TD1(1/S7.1) BM 8-(2)I x 6 DF # GT 4 I I in I ' I I 3 M - - SIM -- S7.0 MST48 (5/S7.2) i U) v) ZD 1 v, I I +-(2) 2 X 10 STRUCTURAL = o FASCIA j MST48 (5/S72) ; I UJ o P RI MAR BED LU T rn I I SEISMIC FORCE RESISTING SYSTEM (WOOD SHEAR WALLS) 7 I �I � T I F- `� `" SHEET NUMBER WHERE DETAIL 57.1 o Cc LU I II 7 IS SHOWN �I013 S7.1 HOLD-DOWN DETAIL NUMBER j 1.75 X 18 TRUSS/LSL BLOCKING ; c�I o o I m I MSTXX OR TDX (2/S7.0) MSTXX OR TDX (2 /S7.0) " I LUj MST48 (5/S7.2) I ; ; a N ABBREVIATIONS I j i I - 1O SW = SHEAR WALL TO = TIE DOWN PER SW SCHEDULE @ S7.0 MIN LENGTH OF SW N/R = NO HOLD-DOWN REO'D MST48 (5/57.2) I I I SHEAR WALL MARK SW-1 :14I -5u O MSTXXX = MST STYLE STRAP j o ; I MST37 (21S7.0) (EXAMPLE) TDX (TIE DOWN) PER HOLD-DOWN PRI RY LOSET I i PER S.W. TABLE S7.0 MIN LENGTH OF SCHEDULE ON S7.0 I q I SHEAR WALL (EACH -END OF S.W.) 1 ; ; I (EXAMPLE) I I I I I I I I MST48 (5/S7.2) 2 Xj' 10 STRUCT I I I � 1 MST48 (5/S7.2) I i 7 SIM FASCIA - ; PRI RY B�TH MST48 (5/S7.2) ; I I I 1 1 1 1-A �I ; SW � 11 8n ; HEADERS IN NON LOAD BEARING WALLS AT LOCATIONS WHERE A HEADER IS NOT SPECIFICALLY CALLED OUT ON PLAN REFER TO THE DETAIL BELOW: (3) 2 X 4 HF/DF 2 (2) 2 X 6 STUDS OR (2) 2 X 6 HF/DF 2 OR PER HOLD-DOWN SCHEDULE (2 PLCS) TYPICAL HEADER DETAIL (UNO) DRAWING SYMBOL LEGEND T2 I i DRG S RUT x 6 HF 2 = POST/COLUMN SUPPORTED BY A BEAM. _ 4 1 1 DOES NOT CONTINUE TO FLOOR BELOW. 4 x 6 HF 2 GT 1 ;LATERAL OAD = 250�LF - TYPICAL BEAM TO BEAM CONNECTION = POST/COLUMN SUPPORTING A BEAM. ! MST48(2/S7.0) ; i (CONTINUES THRU THE FLOOR) I MST37 (2/S7.0) ; i = MULTI -PLY 2 MAX 2 X STUD COLUMN. MST37(21S7.0) T:, ; 1 USE 2 -2 X(4 FOR 2 X 4 WALLS & 2 - 2 X 6 FOR 2X6WALLS. II C„ TYPICAL (UNO) I I I II N I �o ; ; I I I I I C./D MST37 (2/S7.0) GT 3 I BA I H 031 DRAG STRUT - 77 -------------- --------- --------- I LATERAL --------- L�DAD = 250F ----- -+---------+---------+---------- _ _ _ _ _ _ _ ' SW- ,12'-2° MST37 (2/S7.0) (21S7. I I I I I MS 137 2/S7.0 = M�T37 (5yS7.3) I AU I ; I I II T � N I I ; N "'I CLOSET MST37 (2/S7.0) rF o mIN ¢I 03 - 1 - 1 MST37 (8A/S7.0) +1 I i I O I I II L 1 I 7 JI MST37 (5/S7.3) I cc ; - I S7.1 1 /81' / 1 LL1STUD O - - - r r r cc N I ~ ~ ~ `" (2) 2 X 10 STRUCT RIM I v CD o U) ZD cam/)1 U)1 cam/)1 - - 1.75 X 18 TRUSS/LSL BLOCKING o = IMST 18 (2/S7.0) I o J CD SW 3: 21611 � MST37 (8A/S7.0) IMEN I I BM 74 x 12 DF 1#2 GT 6A 1 ; GT 6B GT' 6C 2 X 10 TYP - 1 46H 2 4x6HF 2 1 _ 2 X 10 4x4 F� 1 I W;3:5-0 1 MST48(2�S7.0) ` M�T48 (8A/S�.0) I I 1 1 1 1 5 (2) 2 X 10 STRUCT RIM 2 ( ) S7.1 S7 1 i 2 X 10 STRUCT RIM 2X10DF/HF 2 2 EAVE RAFTER CC5 A @ 24" O.C. (TYP S7.1 • GT = GIRDER TRUSS TYPICAL MULTI PLY BEAM EXAMPLE BM 6-(2) - 2 x 6 DF #2- - NUMBER OF PLIES 2ND FLOOR SHEAR WALLS/ ROOF FRAMING ROOF FRAMING PLAN NOTES TRUSS DESIGN LOADS: SNOW: 25 PSF ROOF DEAD = 15 PSF UPLIFT = 20 PSF MINIMUM LWR CHORD DESIGN LOAD = 20 PSF PRE -MANUFACTURED TRUSSES PER SECTION IBC 2303.4.1 Truss design drawings. Truss construction documents shall be prepared by a Washington State Licensed Engineer and shall be provided to the building official and approved prior to installation. These construction documents shall include, at a minimum, the information specified below. Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. 1. Slope or depth, span and spacing; 2. Location of joints; 3. Required bearing widths; 4. Design loads as applicable; 5. Top chord live load (including snow loads); 6. Top chord dead load; 7. Bottom chord live load; 8. Bottom chord dead load; 9. Concentrated loads and their points of application; 10. Controlling wind and earthquake loads; 11. Adjustments to lumber and metal connector plate design value for conditions of use; 12. Each reaction force and direction; 13. Metal connector plate type, size, thickness or gage, and the dimensioned location of each metal connector plate except where symmetrically located relative to the joint interface, 14. Lumber size, species and grade for each member; 15. Connection requirements for: 15.1. Truss to truss girder; 15.2. Truss ply to ply; and 15.3. Field species; 15.4. Drag truss connection to shear walls for the loads specified (where applicable). 16. Calculated deflection ratio or maximum deflection for live and total load; 17. Maximum axial compression forces in the truss members to design the size, connections and anchorage of the permanent continuous lateral bracing. Forces shall be shown on the truss construction documents or on supplemental documents; and 18. Required permanent truss member bracing location. ------------------------------------------------------------------------------- • Provide 4 x 6 DF 1 post under all girder truss support locations. These supports must follow to foundation to distribute bearing loads • UNLESS NOTED OTHERWISE THE ROOF STRUCTURE SHALL CONSIST OF THE FOLLOWING: 1. Light Weight roof not exceeding 6 PSF. This may consist of: Light weight tile, cedar shakes, composition roof, light gauge metal. 2. 15# felt (or as specified by Architect). 3. 15 / 32 CDX or 2" OSB. Nailed to 2x nominal framing members with 10d @ 6" o.c. Edges & 12" o.c. Field. No blocking is required, unless specified on plan. 4. Insulation per architectural drawings. • No modification is allowed on pre-engineered trusses. • FRAMING/BRACING IS ERECTORS RESPONSIBILITY. • Over framing shall consist of the following: 1. 2 x 4 HF #2 for spans up to 6' 2. 2 x 6 HF #2 for spans up to 8' 3. 2 x 8 HF #2 for spans up to 12' 4. 2 x 10 HF #2 for spans up to 16' • REFER TO THE TYPICAL HEADER DETAIL ON THIS SHEET FOR HEADERS NOT SPECIFICALLY CALLED OUT ON THE PLAN. THIS DETAIL IS TYPICAL FOR NON -BEARING EXTERIOR WALLS. j1 ALL SHEETS/DRAWINGS CONTAINED IN THIS DOCUMENT ARE PROPERTY OF CUSTOM DESIGN & ENGINEERING, INC., AND ARE LICENSED TO THE ORIGINAL PURCHASING CLIENT (CLIENT). THE CLIENT MAY NOT SUBLICENSE, ASSIGN, OR TRANSFER THIS LICENSE TO A THIRD PARTY WITHOUT A WRITTEN APPROVAL OF j CUSTOM DESIGN & ENGINEERING, INC. THESE DRAWINGS MAY NOT j BE REUSED FOR OTHER PROJECTS WITHOUT THE PRIOR WRITTEN PERMISSION FROM CUSTOM DESIGN & ENGINEERING, INC. Z o 0 ]�E O �E= O o � �Q 211 O U J, F= LU C) LU O Q CV CJ) O 00 LU C/) (M � CC < Q Q IV Q N w W C/) CU Q QO CV Z O ti W ID W Q w � LU Q z o o w CD U � 0 Cc 0 0- I N 0 I N 1i U) J CD 4 N J Q1 � z 111 cc J W � I CD _ z II C/) O Q o LU CD� U_ 1W J L.L L.L 2M LU Q O CD CV w J F- CD 3: �1 E CM= z � M ro '�Oti� 36923 w� �SS10NAL PROJECT # RESIL Feb 04 2 - X4Y M 2DE E S E E SHEET NO rl v c� z PT SILL PLATE #4 @ 14" O.C. (NO LESS THAN 2 BARS) "'0 X 10" ANCHOR BOLT 0.5 11 SEE NOTE 5.1 BOUNDARY NAILING PER S.W. TABLE ON S7.0 SLAB PER PLAN #4@16"O.C. 6" C EAR z_ \' STD HOOK A °. a a / < 00 Q PER PLAN (2) #4 CONT. BARS PER PLAN TYPICAL FOOTING WITH SLAB (NO SCALE) NOTES: 1. MAXIMUM ALLOWED HEIGHT OF WALL IS 4 FT. 2. 3" COVER REQ'D FOR ALL REINFORCEMENT. 3. USE GRADE 40 OR GRADE 60 REINFORCEMENT. 4. REFER TO SHEAR WALL TABLE ON S7.0 FOR THE BOLTED SILL PLATE. 3 X REQUIRED FOR SW-3 AND GREATER. 5. ANCHOR BOLT (A.B.) REQUIREMENTS: 5.1. ALL WASHERS SHALL BE 3 X 3 X!" PLATE. MAX DISTANCE FROM EDGE OF PLATE WASHER TO SHEATHING SHALL BE 1/2". 5.2. SPACE A.B. @ 48" O.C. IN NON SHEAR WALLS. 5.3. FOR A.B. AS SPECIFIED PER THE SHEAR WALL (S.W.) PLANS, REFER TO S.W. TABLE ON S7.0. HOLD-DOWN (WHERE IT OCCURS) SILL PLATE PT SILL PLATE #4@14"O.C. (NO LESS THAN 2 BARS) HANGER TO SUIT JOIST 4" SUB -FLOOR PER PLAN TJI JOIST PER PLAN 1/2" SEE NOTE 5.1 WALL SHEATHING (TYP) SILL PLATE NAILING PER S.W. TABLE ON S7.0 BOUNDARY NAILING PER S.W. TABLE ON S7.0 s" 0 X 12" ANCHOR BOLT #4 @ 14" O.C. - 6" CV i a SLAB PER PLAN z a ° 8II \ /\ - 00 a • /\ T a a \/ �\ a a 16" (2) #4 CONT. BARS TYPICAL FOOTING WITH CRAWLSPACE (NO SCALE) NOTES: 1. MAXIMUM ALLOWED HEIGHT OF WALL IS 4 FT. 2. 3" COVER REQ'D FOR ALL REINFORCEMENT. 3. USE GRADE 40 OR GRADE 60 REINFORCEMENT. 4. REFER TO SHEAR WALL TABLE ON S7.0 FOR THE BOLTED SILL PLATE. 3 X REQUIRED FOR SW-3 AND GREATER. 5. ANCHOR BOLT (A.B.) REQUIREMENTS: 5.1. ALL WASHERS SHALL BE 3 X 3 X!" PLATE. MAX DISTANCE FROM EDGE OF PLATE WASHER TO SHEATHING SHALL BE 1/2" 5.2. SPACE A.B. @ 48" O.C. IN NON SHEAR WALLS. 5.3. FOR A.B. AS SPECIFIED PER THE SHEAR WALL (S.W.) PLANS, REFER TO S.W. TABLE ON S7.0. 0 STAGGER ANCHOR BOLTS STAGGER BOLTS FOR DOUBLE SHEATHED WALL 1„ 2 2" POST PER PLAN SLAB PER PLAN SILL PLATE (REINFORCING PER PLAN) a QQ MIDDLE REINFORCEMENT PER SCHEDULE BELOW SHEATHING PER THE SHEAR WALL SCHEDULE ON SHEET S7.0 BOUNDARY NAILING PER SHEAR WALL SCHEDULE ON S7.0. a a PER FOUNDATION PLAN a a zi a / Q QQ Q Q \ T a N a I X PER PLAN PERIMETER FOUNDATION WALL FOOTING AT PERIMETER WALL (NO SCALE) FOOTING SIZE 2.0' SQUARE (3) #4 BARS 2.5' & 3.0' SQUARE (4) #4 BARS OVER 3 FT SQUARE (5) #4 BARS NOTES 1) REINFORCEMENT IN EACH DIRECTION 2) 3" COVER IS REQUIRED SHEATHING PER THE SHEAR WALL SCHEDULE ON POST PER PLAN \ SHEET S7.0 SILL PLATE NAILING PER SHEET S7.0 BOUNDARY NAILING SILL PLATE PER SHEAR WALL SCHEDULE ON S7.0. (3) 8d @ 6" O.C. SLAB PER PLAN , a G PER FOUNDATION PLAN co T PERIMETER a a a FOUNDATION WALL a a Q Q C3 Lu a a a a as MIDDLE PER PLAN REINFORCEMENT PER SCHEDULE BELOW FOOTING SIZE 2.0' SQUARE (3) #4 BARS 2.5' & 3.0' SQUARE (4) #4 BARS OVER 3 FT SQUARE (5) #4 BARS NOTES 1) REINFORCEMENT IN EACH DIRECTION 2) 3" COVER IS REQUIRED FOOTING AT PERIMETER WALL (NO SCALE) co T SHEATHING - PER SW SCHEDULE CD N_ T EDGE NAILING PER SW SCHEDU SHEATHING WAI I DCD DI Ahl SLAB PER PLAIN °u � IJLK HLAIV I THICKENED FOOTING 2 X SILL PLATE 2X RIM JOIST 2X OR 3X PT SILL AS REQ'D PER SW SCHEDULE SHEATHING PER SW SCHEDULE ABUTTING EDGE EDGE NAILING PER SW SCHEDULE SHEATHING 1. @ 48" O.C. ko) �-T uuIJT. BARS 2X OR 3X PT SILL AS REQ'D PER SW SCHEDULE 2X RIM JOIST 2XOR3XPTSILL AS REQ'D PER SW SCHEDULE PER SW SCHEDULE J PER SW SCHEDULE JOIST PER PLAN � u � JOIST PER PLAN - .a •a A.B. PER TABLE S7.0. \'\�\ �� A.B. PER TABLE S7.0. IN NON SW AREAS, INSTALL IN NON SW AREAS, INSTALL 2" 0 X 10" A.B. @ 48" 0.C. z" 0 X 10" A.B. 9 48" D.C. METHOD 1 - SHEATHING TO SILL CONNECTION METHOD 2 - SHEATHING TO SILL CONNECTION SHEATHING SPLICE HOLD DOWN PER METHOD 1 OR 2 PER PLAN STRAP TYPE ABOVE HOLD DOWN COUPLING NUT PER PLAN ADD 2 X FULL DEPTH BLOCK ° THREADED ROD PER @ HOLD-DOWN LOCATION SW SCHEDULE CD A.B. PER SW SCHEDULE ' m #4 BAR AT STRAP ADD 2 X FULL DEPTH BLOCK T @ HOLD-DOWN LOCATION c� REFER TO FOOTING REFER TO FOOTING T DETAILS FOR REINFORCEMENT DETAILS FOR • REINFORCEMENT STRAP TYPE HOLD-DOWN @ FOOTING HD OR PHD TYPE HOLD-DOWN @ FOOTING REFER TO HOLD-DOWN SCHEDULE FOR LIMITATIONS REFER TO HOLD-DOWN SCHEDULE FOR LIMITATIONS 5 TYPICAL HOLD-DOWN ATTACHED ABOVE FLOOR FRAMING NOTE: FLOOR FRAMING SHOWN ON TOP OF THE STEM WALL. FLUSH FRAMED TO FOUNDATION PER DETAIL 3/S4.0 IS SIMILAR ALL SHEETS/DRAWINGS CONTAINED IN THIS DOCUMENT ARE PROPERTY OF CUSTOM DESIGN & ENGINEERING, INC., AND ARE LICENSED TO THE ORIGINAL PURCHASING CLIENT (CLIENT). THE CLIENT MAY NOT SUBLICENSE, ASSIGN, OR TRANSFER THIS LICENSE TO A THIRD PARTY WITHOUT A WRITTEN APPROVAL OF CUSTOM DESIGN & ENGINEERING, INC. THESE DRAWINGS MAY NOT BE REUSED FOR OTHER PROJECTS WITHOUT THE PRIOR WRITTEN PERMISSION FROM CUSTOM DESIGN & ENGINEERING, INC. z o 0 :�i o O U �Q2' �� O mil/ Owl c� Lo N c� Lu C) Lu O p CV C/) 00 Lu C/) m O � Q Q ICI p N Lu Lu C/) U p Q N z O O J Lu p Lu Q w � Lu ¢ z o o ¢ U U w 0 Cc 0 CD CV O cT (3.) 1 ,1- c�6 N CD J I Q Lu p z 1111 O Q IIz o 11V5 C= p All I IF_ C= z o Iw OCD 1= LL °C I U w J CD E o � z \4� M t 36923 w� L� '-'sIONAL PROJECT # REs Feb 04 2 - X4MO Y DE E S E E SHEET NO S.W. (WHERE IT OCCURS) BOUNDARY NAILING PER S.W. SCHEDULE (S7.0) (3) 8d @ 6" O.C. GRADE BOUNDARY NAILING / /\ PER S.W. SCHEDULE (S7.0) \ `/ a \\` \\ 4 \\ #4 BAR @ 10" O.C. / • 311 811 0 b� SILL PLATE NAILING PER S.W. SCHEDULE (S7.0) LS50 EACH -SIDE OF JOIST (TYP) PLYWOOD FILLER 4" SUB -FLOOR e" 0 X 12" ANC. BOLT @ 12" O.C. y GRADE C.o — FLOOR JOIST \i PER PLAN. FLOOR SYSTEM REQUIRED PRIOR VA TO BACK -FILL , 10d @ 3" O.C. SHEATHING TO BLOCKING A35 EACH -SIDE OF BLOCKING (TYP) I FULL DEPTH BLOCKING (3) BAYS @ 24" O.C. TJI PER PLAN JOISTS RUNNING PARALLEL (GRADE 60) / / n REFER TO MAIN DETAIL FOR NOTES / \ a • #4 DOWEL @ 10" O.C. NOT SHOWN / DAMP PROOF WALL. REINFORCED SLAB REFER TO ARCH. DETAILS \\/ PER PLAN. REQ'D \\/ j PRIOR TO BACK -FILL i 00 �\ \ 2411 (3) #4 CONT. BAR GRADE 60 BASEMENT WALL DETAIL (NO SCALE) NOTES: 1. FOOTING DRAINS ARE PER ARCH. DRAWINGS. 2. 3" COVER REQUIRED (UNO) 3. USE GRADE 60 REINFORCEMENT. 4. SOIL PASSIVE PRESSURE = 60 PCF 5. SOIL PASSIVE PRESSURE = 350 PCF 6. COMPACT BASE FOOTING TO 90% PROCTOR 7. ALL WOOD MEMBERS CONTACT TO CONCRETE SHALL BE PRESSURE TREATED ALONG W/ GALVINIZED BOLTS AND CONNECTORS (SEE NOTES ON SHEET S-1). Oil 1 nl ATE AIAll 11,10 SUPPORT POST PER PLAN ABU CONNECTOR TO SUIT POST SLAB PER PLAN N T SUPPORT FOOTING 06 5/8" 0 X 10" EXPANSION BOLT CUT SILL IN NON -SHEAR WALLS ONLY (5) #4 BARS (4) #4 BARS ABU (ZMAX) CONNECTOR TO SUIT POST POST PER PLAN r NAIL PER MANUF REQMNTS / (4) #4 BARS / (2) PER CORNER / #3 TIES (TYP) #3 TIES @ 4" O.C. 8" DIA PLINTH FINISHED GRADE 811 000 U CONNECTOR COLUMN CBSQ44 4 X 4 CBSQ46 4 X 6 CBSQ66 6 X 6 ZMAX - CONNECTORS REQUIRED 9 41 a ce) 1 /\11X\TX\�\v\<� / MIDDLE PER PLAN REINFORCEMENT PER SCHEDULE BELOW FOOTING AT EXTERIOR GRADE (NO SCALE) FOOTING SIZE 2.0' SQUARE (3) #4 BARS 2.5' & 3.0' SQUARE (4) #4 BARS OVER 3 FT SQUARE (5) #4 BARS NOTES 1) REINFORCEMENT IN EACH DIRECTION 2) 3" COVER IS REQUIRED 6" HOOK (TYP) SLA (REINFORCIN( V VI ILV VLL VLLVVY FOOTING AT BASEMENT WALL (NO SCALE) FOOTING SIZE 2.0' SQUARE (3) #4 BARS 2.5' & 3.0' SQUARE (4) #4 BARS OVER 3 FT SQUARE (5) #4 BARS NOTES 1) REINFORCEMENT IN EACH DIRECTION 2) 3" COVER IS REQUIRED ALL SHEETS/DRAWINGS CONTAINED IN THIS DOCUMENT ARE PROPERTY OF CUSTOM DESIGN & ENGINEERING, INC., AND ARE LICENSED TO THE ORIGINAL PURCHASING CLIENT (CLIENT). THE CLIENT MAY NOT SUBLICENSE, ASSIGN, OR TRANSFER THIS LICENSE TO A THIRD PARTY WITHOUT A WRITTEN APPROVAL OF CUSTOM DESIGN & ENGINEERING, INC. THESE DRAWINGS MAY NOT BE REUSED FOR OTHER PROJECTS WITHOUT THE PRIOR WRITTEN PERMISSION FROM CUSTOM DESIGN & ENGINEERING, INC. z o 0 :�i o O U �� Q21" OO o z O [� Owl. O J^ E Lo N c� Lu U Lu O p N O 00 w C/) m O � Q Q N p N w W C/) CU p Q Cam, z O O J w p w Q rr Li Cn w Q z � o U w C-D w 0 Cc 0 CD CV O CN I-,1- c�6 Cv 1CD J 1 W p z III 0 Q 11z o II cn Iw 1 IF_ C= z 0 1w 11� O 11U Cc w J CD a; � E o z I 36923 w� ONAL E��1 PROJECT # RES Feb 04 2 =2DE X4Y M E S E E SHEET NO S4,1 Top of grade • / // HEEL REINFORCEMENT = j\\/\\/\\/\\/\\ • PER TABLE 4" PE R F. HARD PVC FTG DRAIN \\\ \\\ \\\ \\\ \\\ \\\ INVERT AT LEAST 6 BELOW SLAB OR CRAWL SPACE. SLOPE TO/\\/\\/\\/\\/\\/\\ • DRAIN TO APPROPRIATE DOWN FALL. PLACE HOLES DOWNWARD \/ \\ ,\ ° a a a NONWOVEN GEOTEXTILE FILTER FABRIC HEEL BASE #4 BAR @ 12" O.C. WALL STEM TYPICAL RETAINING WALL SCHEDULE (NO SCALE) WALL REINF PER TABLE #4@12"O.C. 32" DOWEL - BARS TO MATCH WALL REINFORCEMENT SIZE & SPACING SLAB PER PLAN (WHERE IT OCCURS. NOT REO'D PRIOR TO SOIL BACK FILL) co CDw z z c� E o � CD= F_ #4 BARS @ DOWEL @ 12" O.C. TOE REINFORCEMENT PER TABLE Height BASE FOOTING HEEL WALL TOE HEEL REINF. THICKNESS STEM TOE REINF. WALL REINF t in in in in in 6 50 10 30 8 12 #4 @ 9" O.C. #4 @ 9" O.C. #4 @ 12" O.C. 8 68 10 42 8 18 #4 @ 6" O.C. #4 @ 9" O.C. #4 @ 9" O.C. 10 98 13 60 8 30 #5 @ 6" O.C. #5 @ 9" O.C. #5 @ 7" O.C. 12 130 19 84 10 36 #6 @ 6" O.C. #6 @ 8" O.C. #6 @ 6" O.C. NOTES: 1) ALL REINFORCING GRADE 60. 2) 5-1/2 SACK CONCRETE MIX (Pc = 2500 psi MIN). 3) SOIL BACK FILL IN FRONT AND BASE OF WALL MUST BE COMPACTED TO MINIMUM RELATIVE COMPACTION OF 90% FOR FILL AND 95% FOR SLAB SUPPORT. MINIMUM RELATIVE COMPACTION IS THE RATIO, EXPRESSED IN PERCENTAGES, OF THE COMPACTED DRY DENSITY TO THE MAXIMUM DRY DENSITY, AS DETERMINED IN ACCORDANCE WITH ASTM TEST DESIGNATION D 1557-91 (MODIFIED PROCTOR). 4) EQUIVALENT FLUID PRESS = 35 PCF. 5) SOIL BEARING CAPACITY = 2000 PSF. Top of grade 12" ° a #5@10"O.C. -#4@12"O.C. (3) #4 BARS #4 @ 12" O.C. #5@9"O.C. Ow Grade @ Front of Wall NOTES: 1. ALL REINFORCING GRADE 60. 2. 5-1/2 SACK CONCRETE MIX (Pc =2500 psi MIN). 3. SOIL BACK FILL IN FRONT OF WALL MUST BE COMPACTED. TO 90% PROCTOR. 4. EQUIVALENT FLUID PRESS = 40 PCF. 5. PASSIVE PRESSURE = 350 PCF. 6. SEISMIC 7 X HEIGHT OF WALL. 7. SOIL BEARING CAPACITY = 2000 PSF. 8. SLIDING COEF = 0.350. 9. SURCHARGE PRESSURE = 100 PSF TOP GRADE 3" COVER "TYP" "VERT REINF" "HORIZ REINF" w N c� Q a.. A' // \\\\\\\\\\ ° a a // // // "W" & "HEEL" \ > 0- TO MATCH "VERT SPACING" M WALL GEOMETRY REINFORCING HEIGHT BASE HEEL B TOE BASE VERT REINF HORIZ REINF HEEL REINF TOE REINF "A" BARS H W T 7' 4'-0" 4'-0" 8" - 12" #5 @ 12" O.C. #4 @ 12" O.C. #5 @ 9" O.C. N/A #4 @ 10" O.C. 9' 5'-0" 6'-0" 5'-0" 6'-0" 8" - 12" 14" #6 @ 7" O.C. #6 @ 6" O.C. #4 @ 12" O.C. #4 @ 1211 O.C. #6 @ 7" O.C. #6 @ 5" O.C. N/A N/A #4 @ 101, O.C. #4 @ 101, O.C. 10, 8" - RETAINING WALL WITH NO TOE - SCHEDULE (NO SCALE) i I I� Ldx2 TYPICAL BAR SPLICE No Dia in Area In2 Ld 3 0.375 0,110 15 4 0.500 0.196 20 5 0.625 0.307 25 6 0.750 0,442 30 7 0.875 0.601 36 NOTES: co /1) ALL REINFORCING GRADE 60. 2) 5-1/2 SACK CONCRETE MIX (Pc = 2500 psi MIN). \\ \\ #5 @ 10" O.C. �\ \ /�\\,� 3) SOIL BACK FILL IN FRONT AND BASE OF WALL MUST BE COMPACTED TO MINIMUM RELATIVE COMPACTION OF 90% FOR FILL AND 95% FOR SLAB SUPPORT. \\\ MINIMUM RELATIVE COMPACTION IS THE RATIO, EXPRESSED IN / PERCENTAGES, OF THE COMPACTED DRY DENSITY TO THE MAXIMUM DRY \ 60" DENSITY, AS DETERMINED IN ACCORDANCE WITH ASTM TEST DESIGNATION D 1557-91 (MODIFIED PROCTOR). #5 @ 10" O.C. 4) EQUIVALENT FLUID PRESS = 35 PCF. 5) SOIL BEARING CAPACITY = 2000 PSF. (3) #4 BARS 6) SEISMIC LATERAL PRESSURE = 8 X HEIGHT OF WALL 7) SURCHARGE PRESSURE = 250 PSF RETAINING WALL WITH NO HEEL (NO SCALE) DETAIIHOG \ DIMENSIOR G —' D 4d 2 1/2" MIN. STANDARD 1800 HOOK DETAIL D= FINISHED INSIDE BEND DIAMETER (INCLUDES SPRINGBACK) d= BAR DIAMETER i i DETAILING DIMENSION a c,3 Ir O 12d STANDARD 900 HOOK DETAIL RECOMMENDED END HOOK DIMENSIONS BAR SIZE D 180 ° HOOKS 90 ° HOOKS AorG J AorG #3 21/4" 0'-5" 0'-3" 0'-6" #4 3" 0'-6" 0'-41, 0'-8" #5 3 3/4" 0'-7" 0'-5" 0'-10" #6 41/21, 0'-8" 0'-61, 1'-0" #7 51/4" 0'-10" 0'-7" 1'-2" #8 6" 0'-11" 0'-8" 1'-41, #9 91/2" 1'-3" 0'-11 3/4" 1'-7" #10 10 3/4" 1'-5" 1'-1 1/41, 1'-10" #11 12" 1'-7" V-2 3/4" 2'-0" #14 18 1/41, 2'-3" 1'-9 3/41, 2'-7" #18 24' 3'-0" 2'-41/2" 6d FOR #3, #4, #5 12d FOR #6. #7. #f LWR GRADE ,,, c5 o= 00 =Q 6d HOOK I �II A OR G I I ' 3" MIN. • UT iu T CD ¢cn w ¢� d w 6' o ¢� w Lu Lu Lu d 0 0 o o o 0 D 90° 1350 \�f H o� d 1350 RECOMMENDED STIRRUP/TIE HOOK DIMENSIONS RECOMMENDED SEISMIC STIRRUP/TIE HOOK DIMENSIONS BAR SIZE D 90 ° 135 ° BAR SIZE 1350 SEISMIC HOOK A or G A or G H* D A or G H* #3 11/2 01-411 411 21/2 #3 11/2 41/4 311 #4 2" 0'-4 1 /2" 4 1 /2" 3" #4 2" 4 1/2" 3" #5 2 1/2" 0'-6" 5 1/2" 3 3/4" #5 2 1/2" 5 1/2" 3 3/4" #6 1 41/2" 1 1'-0" 1 8" 1 41/2" #6 41/2" 8" 41/2" #7 51/4" 1'-211 9" 51/4" #7 51/4" 9" 51/4" #8 6" V-4" 1 101/2" 1 6" 1 #8 6" 10 1/2" 6" z o 0 O U �QLO 00 z rf-) C_.) O (81i [� Owl ca O J^ E t CD Lu w o p CV 0 Lu C/) m Q Q IV Q N Lu Lu C/) CU Q N z o O J Lu ID Lu Q w w Q z � o U w U Lu 0 Cc 0 CD CV 0 II N (J ) J m � � IN QII Lu cn J J Q 'I c� z o z III z Iw I> IF_ 2 z o Iw u c U ram. li w J F CD 3: � ;_ o = z � M 36923 w� °aL� '_'sI0NAL PROJECT # RESIL Feb 04 2 - X4M Y DE E S E E SHEET NO HOLD-DOWN SCHEDULE - HOLD DOWNS ATTACHED TO CONCRETE MARK TYPE CAPACITY ANCHOR BOLT (MONO POUR) ANCHOR BOLT (TWO POUR) NUMBER OF STUDS / SOLID COLUMN NAILS / SCREWS /BOLTS TD1 STHD14 OR HDU4-SDS2.5 3285 SSTB24 (FOR HDU4) SSTB24 (FOR HDU4) (2) 2 X HEM -FIR 30 - 10d (0.148" DIA) TD2 HDU5-SDS2.5 (SPF/HF) 4065 SSTB24 (FOR HDU5) SSTB24 (FOR HDU5) (2) 2 X DOUG-FIR 38 - 10d (0.148" DIA) TD3 HDU5-SDS2.5 (DF/SP) 5645 -" 0 x 24 ASTM A307 -" 0 x 24 ASTM A307 (2) 2 X DOUG-FIR 40 - 10d (0.148" DIA) TD4 HDU8-SDS2.5 7460 SSTB28 SSTB34 (2) 2 X DOUG-FIR 20 - -" X 3 - SCREWS TD5 HDU11-SDS2.5 9540 1" 0 X 24 ASTM A307 1" 0 X 24 ASTM A307 6 X 6 OF 2 POST 26 --" X 3 - SCREWS TD6 HDU11-SDS2.5 11175 1" 0 X 24 ASTM A307 1" 0 X 24 ASTM A307 6 X 6 DF 1 POST TD7 HDU14-SDS2.5 14445 1" 0 X 24 ASTM A307 1" 0 X 24 ASTM A307 6 X 6 DF 1 POST TD8 HD12 15510 1-1/8" X 24 ASTM A307 1-1/8" X 24 ASTM A307 6 X 6 OF 1 POST TD9 HD19 19070 1-1/4" X 24" ASTM 307 1-1/4" X 24" ASTM A307 1 6 X 6 OF 1 POST NOTES: 1. HOLDDOWNS SHALL BE MANUFACTURED BY THE SIMPSON STRONG -TIE CO, OR EQUIVALENT. 2. ALL BUILTUP STUDS SHALL RECEIVE SHEAR WALL EDGE NAILING. 3. INSTALL HOLD-DOWN BOLTS THRU THE THICKER SECTION OF THE SOLID POST. 4. 5/8" DIA ASTM A36 THREADED ROD EMBEDDED 12 INCHES IS ACCEPTABLE SUBSTITUTION FOR SST20, SST24, OR SST28. 3/4" DIA ASTM A36 THREADED ROD EMBEDDED 12 INCHES IS ACCEPTABLE SUBSTITUTION FOR SST28 OR SST34. HOLD-DOWN SCHEDULE - HOLD DOWNS ATTACHED BETVM FRAMED WALLS TYPE (2) CAPACITY (3)(4) NUMBER OF STUDS / SOLID COLUMN NAILS / SCREWS /BOLTS MST37 2010 (2) 2 X HEM -FIR 30 - 10d (0.148" DIA) MST48 3105 (2) 2 X DOUG-FIR 38 - 1 Od (0.148" DIA) MST60 4800 (2) 2 X DOUG-FIR 40 - 1 Od (0.148" DIA) (2) MST48 6210 (2) 2 X DOUG-FIR (2) 38 - 10d (0.148" DIA)** (2) MST60 1 9600 (3) 2 X DOUG-FIR (2) 40 - 10d (0.148" DIA)- NOTES: (1) FILL ALL HOLES WITH 1 Od COMMONS NAILS (EXCEPTION SEE NOTE 3). (2) WHERE DOUBLE STRAPS ARE INDICATED SUCH AS (2) MST37 USE 1 Od X 1-1/2" COMMONS NAILS. SEE DETAIL A/S7.1 FOR DETAIL. (3) THE VALUES ABOVE ARE BASED ON A 16" CLEAR SPAN WITH HEM -FIR FRAMING & WIND LOAD DURATION. ** STAGGER NAILING PER DETAIL B TYPICAL UPPER LEVEL SHEAR WALL (SW) PANEL (WHERE IT OCCURS) EDGE OF SW SHEATHING SHEAR WALL EDGE/BOUNDARY MEMBER PER HOLD-DOWN SCHEDULE HOLD-DOWN STRAP PER PLAN EDGE OF SW SHEATHING PANEL BLOCKING 2 X FOR SW-1 & SW-2 3 X FOR SW 3 & GREATER EDGE OF SW SHEATHING 5.5" OR 7.5" FOR 2 X 4 WALL 7.5" FOR 2 X 6 WALL ADJUST STRAP TO PROVIDE NAIL SPACING SHOWN SLIT IN o SHEATHING NAILS MAY BE TYP NAILING OMITTED HERE (NOT ALL NAILS (NEAR STRAP) SHOWN - FILL ALL HOLES IN BOTH STRAPS ADD 2 X F L DEPTH BLOCK (UNO) @ HOLD-DOWN LOCATION STRAP ON BOTH SIDES OF STUDS H D U XX -L-vz HOLD-DOWN B DOUBLE STRAP AT EACH -SIDE OF WALL (::A POST ALIGNMENT NO SCALE EDGE OF SW SHEATHING PANEL BLOCKING 2 X FOR SW-1 & SW-2 3 X FOR SW 3 & GREATER FRAME NON -SHEAR WALLS PER SW-1 REQ'MNTS OR TABLE 1/S-1 HOLD-DOWN STRAP PER PLAN LPT4 OR A35 CLIP SPACING PER SHEAR WALL (REQUIRED FOR SW-4 & GREATER. REFER TO DETAILS 4 & 5). / ADD (2) 2 X STUDS OR SAME SIZE MEMBER AS ABOVE WHERE UPPER SW BOUNDARY MEMBER DOES NOT ALIGN WITH LOWER SW BOUNDARY MEMBER. NAILING OF THESE LOWERS MEMBERS SHALL MATCH THE BOUNDARY NAILING OF THE MEMBERS ABOVE. TOP PLATE MUST HEADER BE CONT.. OVER HEADER (UNO) PANEL BLOCKING 2 X FOR SW-1 & SW-2 3 X FOR SW 3 & GREATER " `'' I'.'.'.'.'.'.'.'.'.'.'.'i I............ I; " "' -" ..........I I...........; I I ; I SHEAR WALL BOUNDRY MEMBER (HOLD-DOWN SCHEDULE) HOLD-DOWN TO FOUNDATION I .......... (REFER TO PLAN FOR SIZE � �............. ........................... ............� � �.........., �.......... ............ HOLD-DOWN TO FOUNDATION & HOLD-DOWN SCHEDULE - ............: :............ II ............. ...............�,........., I......... �.......... ..........; I ......... 3 I ;...........I ; ,...........� � �..........., , - .-- (REFER TO PLAN FOR SIZE FORBOLT) ............. .......................... ............II.............II1... ............ ... ..��. ... .. ... ..��... .. .. ...�� - & HOLD-DOWN SCHEDULE FOR BOLT) \ �6..........."�............II * ' ' '' * '' * ' ...........; L............III::::: .................. .. ...III. .. ... ... ..�� k::. III II 2XPTHF2SILL ' " "' � ��"'�� - EDGE OF SW SHEATHING FOR SW-1 & SW-2 .......... ........... 3 X PT HF 2 SILL FOR SW 3 & GREATER -,, , .......... . TYPICAL MAIN/LOWER LEVEL all a Il Il Il SHEAR WALL (SW) PANEL 2" 0 X 10 ANCHOR BOLT @ 48" O.C. EDGE OF SW SHEATHING IN NON -SHEAR WALLS SHEAR WALL LENGTH TYP ANCHOR BOLT AS DEFINED PER PLAN SIZE & SPACING PER SHEARWALL SCHEDULE TYPICAL SEGMENTED SHEAR WALLS (SW NO SCALE 1. REFER TO PLAN FOR SHEAR WALL LENGTH & HOLD-DOWN SIZES. 2. REFER TO SHEAR WALL SCHEDULE FOR SW PANEL SIZE, NAILING AND BLOCKING. 3. REFER TO SHEAR WALL SCHEDULE FOR BOUNDARY MEMBERS. 4. REFER TO HOLD-DOWN SCHEDULE FOR HOLD-DOWNS & BOLTS. REFER TO SHEET S-1 FOR LICENSE AND USAGE INFORMATION HOLD 4 X E 6XE SW PER PLAN -\ HOLD DOWN PER PLAN CHORD PER HOLD-DOWN SCHDULE TYPICAL BOTH ENDS OF SW SHEAR WALL SCHEDULE MARK CAPACITY (LB/FT) (1) SHEATHING (PLYWOOD/OSB) (2) NAIL SIZE (3) EDGE NAIL SPACING (4) FIELD NAIL SPACING BOTTOM PLATE NAILING (2ND FLOOR) (6) SILL PLATE CONN. TO FOUNDATION (10) SHEAR CLIP SPACING (LTP4 OR A35 REFER TO DETAILS) TYP FRAMING (U.N.0 FRAMING AT ABUTTING EDGES (11) FOUNDATION SILL PLATES PLATES SW-1 213 7/16 8d (0.131" DIA) 6 SEE NOTE 5 16d @ 6" O.C. 2" X 10 @ 35" O.C. LTP4 or A35 @ 16" O.C. 2 X 2 X 2 X (2) 2 X SW-2 254 7/16 8d (0.131" DIA) 4 SEE NOTE 5 16d @ 4" O.C. 2" X 10 @ 30" O.C. LTP4 or A35 @ 16" O.C. 2 X 2 X 2 X (2) 2 X SW-3 350 7/16 8d (0.131" DIA) 3 SEE NOTE 5 16d @ 4" O.C. 2" X 10 @ 20" O.C. LTP4 or A35 @ 16" O.C. 2 X 3 X 3 X (2) 2 X SW-4 492 15/32 10d (0.148 DIA) 3 SEE NOTE 5 16d @ 3" O.C. 8" X 10 @ 24" O.C. LTP4 or A35 @ 12" O.C. 2 X 3 X 3 X (2) 2 X SW-5 631 15/32 10d (0.148 DIA) 2 SEE NOTE 5 16d @ 2" O.C. $" X 10 @ 18" O.C. LTP4 or A35 @ 9" O.C. 2 X 3 X 3 X (2) 2 X SW-6 836 32 BOTH SIDES 10d (0.148 DIA) 4 SEE NOTE 5 4'" DIA LAG SCREW @ 4" O.C. 4" X 10 @ 18" O.C. SEE DETAIL 1 2 X 3 X 3 X (2) 2 X SW-7 1200 32 BOTH SIDES 10d (0.148 DIA) 3 SEE NOTE 5 n"DIA LAG SCREW @ 3" O.C. 4" X 10 @ 14" O.C. SEE DETAIL 1 2 X 3 X 3 X (2) 2 X SW-8 1540 32 BOTH SIDES 10d (0.148 DIA) 2 SEE NOTE 5 -a'" DIA LAG SCREW @ 3" O.C. 4" X 10 @ 24" O.C. SEE DETAIL 1 2 X 3 X 3 X (2) 2 X NOTES 4" 0 LAG BOLTS PER SCHEDULE 1 ALLOWABLE SHEAR CAPACITY ASSUMES HEM -FIR FRAMING, AND IS BASED ON THE 2018 IBC SHEATHING PER SCHEDULE WITH INCREASES FOR LOAD DURATION. SW-7 & SW-8 REQUIRES DOUG-FIR FRAMING. 2 UPON ENGINEERS APPROVAL, 19/32" RATED SHEATHING MAY BE USED WITH NO CAPACITY REDUCTION. O.S. INDICATES ONE SIDE OR WALL TO BE SHEATHED, B.S. INDICATES SHEATHING ON BOTH SIDES. 3 8d NAILS = 0.131" dia 10d NAILS = 0.148" dia 4 FOR SHEAR WALL TYPES SW-3 AND HIGHER, ALL PANEL EDGE NAILING AND FOUNDATION SILL NAILING SHALL BE STAGGERED. 4 X D - DF 2 FOR SAWN JOIST 3.5XD-LVL FORTJ (LENGTH TO EQUAL W ABOVE) FILLER\ rIN LTP4 @ 12" O.C. A35 @ 16" O.C. o LTP4 @ 12" O.C. FLOOR JOIST 5 12" FIELD NAILING FOR STUDS 16" O.C. AND 6" FIELD NAILING FOR STUDS 24" O.C. SHEATHING PER SCHEDULE /� SW PER PLAN WHERE IT OCCURS 6 WHERE LAG SCREWS ARE REQUIRED, SCREW LENGTH MUST BE ADEQUATE TO ENSURE 2-1/4" PENETRATION OF THE LAG INTO THE RIM JOIST BELOW. PRE DRILL WITH 3/16" DIA LEAD HOLE. 7 ADDITIONAL BOTTOM PLATE ANCHORS ARE ONLY REQUIRED AT WALLS DESIGNATED ON PLANS AS PERFORATED SHEAR WALLS. THESE ANCHORS ARE NOT REQUIRED AT FOUNDATION SILL PLATES. 8 ALIGN STRAPS WITH WALL STUDS AND CENTER AT FLOOR SHEATHING. 9 WALLS WITH OUT SHEAR WALL ID SHALL CONFORM SW-1. 10 3" x 3" x 1/4" GALVANIZED PLATE WASHER IS REQUIRED. EMBED ANCHOR BOLTS 7.5" MINIMUM. REFER TO S-1 TO PRESSURE TREATING NOTES FOR ANCHOR BOLTS IN CONTACT WITH PRESSURE TREATED LUMBER. REFER TO FOUNDATION WALL SILL BOLTING REQUIREMENTS WHERE ANCHOR BOLT SPACING MAY LESS THAN SHOWN PER THIS TABLE. 11 REFER TO HOLD-DOWN TABLE WHERE SHEAR WALL EDGE MEMBERS ARE CONTROLED BY THE REQ'D HOLD-DOWN. AS A MINIMUM REQUIREMENT, A 3X MEMBER AT HOLD DOWNS SHALL BE USED. WHERE (3) 2 X MEMBERS ARE REQUIRED PER THE HOLD-DOWN TABLE, USE (1) 3 X & (1) 2 X. 2-16d @ 6" O.C. (TYP) 2 XNON SW 3 HOLD DOWN AT CORNER (WHERE IT OCCURS SW1 SW3 ONLY BRACED WALL PANEL PLAN SHEATHING PER SHEARWALL SCHEDULE 2 X BLOCKING TO SPAN FULL LENGTH OF SHEAR WALLS BOUNDARY NAILING PER SW SCHEDULE 1/2" GAP (TYP TOP PLATE C. L. J-� & BTM SILL) STRAP STRAP PER PLAN (IF REQUIRED) _/, DO NOT CUT JOIST BRACED WALL PANEL PER PLAN HEATHING PER SHEARWALL SCHEDULE 1A APPLIES TO SW-6 ONLY DOUBLE SIDED SHEAR WALL CONNECTION DETAILS (SW-7 THRU SW-8) 1 Od NAILING (TYP) -\ 4" �� 2 (2) 2 X TOP PLATE SHEATHING \::.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:AA�� ' (2) 2 X STUDEDGE MEMBER NAILING REQUIREMENTS @ 2 X TOP PLATES & EDGE MEMBERS FOR SW-5 & SW-8 2 STUD WALL FRAMING SILL PLATE NAILING PER SHEARWALL SCHEDULE FLOOR SHEATHING (2) 2 X BLOCKS WHERE TD OCCURS A35 CLIP PER SW SCHEDULE (SW-4 THRU SW-7) STUD WALL FRAMING EXTERIOR BRACED WALL AT PARALLEL JOIST HD PER PLAN (TD1 D4 ONLY) V BTM PLATE PER Q 4g MIN z SHEARWALL SCHEDULE 3 ANCH BOLT TO ATTACH HDco PER HOLD-DOWN SCHEDULE. o AND PER DET 7. SW BOLT SPACING v SLAB PER PLAN to PER SHEARWALL SCHEDULE g GRADE T a � a \ / \\ \ \ HOLD-DOWN PER CONFINEMENT REINF. / // PLAN PER DET 7 SHEAR WALL BOUNDARY MEMBER BOLTED/LAG BOLTED HOLD-DOWN INSTALLATION WHERE SLAB OCCURS TIE ROD TO FOOTING VERT. REINF. ------------------------------------------------------------------------------------------------------------------------------------- (2) BARS REQ'D @ ANCHOR ROD ANCHOR ROD ANCH BOLT PER ADD ADDITIONAL STUDS PER HOLD-DOWN SCHEDULE--\, SHEARWALL SCHEDULE AT CORNER WALLS TO FULLY ATTACH STRAP TO SHEAR WALL STHD14 WHERE STRAP IS INSTALLED 8" FROM EDGE. GRADE 8" MIN FROM STITCH STUDS WITH CORNER OF WALLS 12d @ 4" O.C. X 2 STAGGERED ROWS (INSTALL BETWEEN STUD & SHEATHING) SLAB WHERE IT OCCURS II BEND BARS & EXTEND 40" BEYOND = z VA/j\/j\/ r � - /\/ •4 \ TYPICAL FOUND.HOOKED BAR ADD 1-No 4 RE -BAR INTO FOOTING 24" LONG AT HPA STRAPS (REFER TO FOUNDATION DETAILS) OPTIONAL STHD14 INSTALLATION WHERE SLAB OCCURS (TD1 & TD2 ONLY) 7 ra- *` TYPICAL HOLD-DOWN ATTACHED DIRECTLY TO CONCRETE BRACED WALL PANEL PLAN SHEATHING PER SHEARWALL SCHEDULE-\ 2 X BLOCKING TO SPAN FULL LENGTH OF SHEAR WALLS BOUNDARY NAILING PER SW SCHEDULE 1/2" GA (TYP TOP PLATE & BTM SILL) C.L. � STRAP � STRAP PER PLAN (IF REQUIRED) DO NOT CUT JOIST - BRACED WALL PANEL PER PLAN SHEATHING PER SW SCHEDULE ,THING PER SCHEDULE A35 @ 16" O.C. SHEATHING PER SCHEDULE STUD WALL FRAMING SILL PLATE NAILING PER SW SCHEDULE /--FLOOR SHEATHING A35 CLIP PER SW SCHEDULE(SW-4 THRU SW-7) STUD WALL FRAMING EXTERIOR BRACED WALL AT PERPENDICULAR JOIST A la u I © I a a W I I� I' a ' Lr) ��. , a.' d l a --- --Q-.---=------ -'A- d a N. FAILURE PLANE \ TYPICAL FOOTING (ENGR. REF) REINF. PER FOOTII 40" DETAILS. THREADED ROD HOLD-DOWN REQUIREMENTS 1. THIS A TYPICIAL DETAIL IS APPLICABLE TO HOLD-DOWNS TD1-TD9. AND FOUNDATION WALLS AT LEAST 48" LONG. REFER TO SPECIFIC DETAILS FOR OTHER CONDITIONS. 2. THIS DETAIL IS APPLICABLE TO FOUNDATIONS WITH CRAWLSPACE. EXTEND THREADED ABOVE FLOOR RIM. V (2) 2 X STUDS / UNDER HDR (TYP) TYPICAL HOLD-DOWN OVER HEADER BEAM FOR TD2 HOLD-DOWNS & GREATER EDGE MEMBER PER S.W. SCHEDULE STRAP HOLD-DOWN PER PLAN RIM JOIST (TYP) 2 2 X PLATES HDR PER PLAN 8A STRAP OPTION FOR IV STRAP INSTL ONLY. z o :�i o O U �Q��' O owe Ln N c� LU U z LU O p CV w 0 00 C) m Q Q ICI p N LU L u C/) U p Q CV z O O J � LU p LU Q Lii w Q z � o U w U LU 0 Cc 0 CD U) CV o II N J (3.)I� c�6 I N o Q'I W ID J Q C) z to `" All I> � z o Iw ID CD O cc IV O w J F- C a; E o z r f � 0 6 0 ,-,SION 7 E��t PROJECT # RESIL Feb 04 2 S E - 2748Et X4O SHEET NO S710 (2) 2 X 10 RAFTEI H a 1 MSTA24 MSTA24 ATTACH TO TRUSS 2" CDX/OSB SHEATHING & EAVE RAFTER 6" O.C. 10d @ 6" D.C. 3) 16d TYP (3) 16d TYP (2) 2 X 10 STRUCTURAL RIM 2 X 10 RIM TRUSS & EAVE SUPPORT @WINDOW NO SCALE 1 II In-4 n 0-1. 111UK* SECTION NO SCALE @ 6" D.C. iING 10d @ 6" O.C. 2" CDX/OSB SHEATHING HU210 TYP (4) 10d @ 6" O.C. STRUCTURAL RIM TRUSS TRUSS PER PLAN H1 CLIP BOUNDARY NAILING PER @ EACH TRUSS S.W. SCHEDULE SHEAR WALL (WHERE IT OCCURS) TRUSS & EAVE SUPPORT @SHEAR WALL NO SCALE 2 X 10 EAVE RAFTER n v i n I innrn r11 lnnn TRUSS CANTILEVER SUPPORT DETAIL NO SCALE 1__ __-- . --- TRUSS CANTILEVER SUPPORT DETAIL & FULL DEPTH TRUSSES NO SCALE ULM11111J U/J.VV. FLIT FLPUV K 10 TRUSS UPPER CHORD 2 X 4 TRUSS LOWER CHORD (2) 2 X 10 STRUCT RIM HUC31( TOP PLATE (2) 2 X 10 STRUCT RIM 10d @ TRUSS PER PLAN HUC31( 1" CDX/OSB SHEATHING (2) 2 X 10 STRUCTURAL EAVE SUPPORT NO SCALE SUPPORT TRUSS 171" NO SCALE STUB TRUSS SUPPORT NO SCALE 10I+ INAMIN 0 NOUN OWN ins -1 n,4 �- flu n n (2) 2 X 10 STRUCT RIM HUC310 ;TYP) ALL SHEETS/DRAWINGS CONTAINED IN THIS DOCUMENT ARE PROPERTY OF CUSTOM DESIGN & ENGINEERING, INC., AND ARE LICENSED TO THE ORIGINAL PURCHASING CLIENT (CLIENT). THE CLIENT MAY NOT SUBLICENSE, ASSIGN, OR TRANSFER THIS LICENSE TO A THIRD PARTY WITHOUT A WRITTEN APPROVAL OF CUSTOM DESIGN & ENGINEERING, INC. THESE DRAWINGS MAY NOT BE REUSED FOR OTHER PROJECTS WITHOUT THE PRIOR WRITTEN PERMISSION FROM CUSTOM DESIGN & ENGINEERING, INC. z o :�i � o O�Q�U 2' ) O O J^ E Ln N c� w U w o p CV CJ) 00 L u C/) m O � Q Q ICI p N w W C/) II CU p Q N z O O J � w p W Q Lii w ry- Q z � o U Lu C-D w O Cc CD rr CV II N J m I-,1- c�6 I N o IC.0 Q'I W p J Q C) Z to `" All I> >= z o Iw CD O c IU O w J F CD 3: � E o z r f � 0 a o 2A ✓. VkI 36923 w� L ENG "'ONAL PROJECT # REs Feb 04 2 S EE =2 X4O 748 SHEET NO S711 wig HOLD-DOWN PE BOUNDARY NAILING PER S.W. TABLE S7.0 (3) 10d C 1 .1 J A I `F DLUUr\ @ HOLD-DOWN HOLD-DOWN @ SUPPORT BM (W/ TRUSS JOIST) TRL'r,r, nrn nl nnl 10d @ 6" D.C. SUB -FLOOR (TYP) (3) 1Od @ 6" O.C. I BOUNDARY NAILING PER S.W. SCHEDULE T PER PLAN 4nA G CII n n MSTA18 STRAP TRUSS BLOCKING 1.75 X 18 OR TRUSS BLOCKING H1 CLIP @ EACH TRUSS 2" CDX/OSB SHEATHING ROOF TRUSSES OVER THE GARAGE (2) 2 X 6 HDR —/ " O.C. (2) 2 X 6 AILING �EDULE 1 X 6 DECk (2) 16d @ EACH BOARD TRUSSES PARALLEL @ GARAGE SHEATHING VSULATION PER ARCH 2" CDX/OSB ROOF SHEATHING ULr�M PER PLAN DECKING & SHEATHING DETAIL @ SUPPORT BEAM TYPICAL WALL STUD w 0 U) CD 0o CU w PSL HEADER PER PLAN MSTA18 BEND AROUND BEAM - 4 X 4 DF 2 POST TOP PLATE TO PSL HDR/PLATE ATTACHMENT n1 n nrnnn nrn n1 nnl 6 PLANKS " CDX/OSB ROOF SHEATHING 2X6SILL ULU UUI I UI l I ULniV1 I LI1 I LnIV DECKING & SHEATHING DETAIL @ SUPPORT BEAM TRUSS PER PLAN 3.125X10.5GLB1- AWNING PER PLAN H1 CLIP @ EACH TRUSS ROOF BEAM SUPPORT @ LIVING ROOM DEEP BEAM SUPPORT DETAILS EXTERIOR WALL STRAP LOOR PER PLAN GIST 3 BM PLAN 412 ALL SHEETS/DRAWINGS CONTAINED IN THIS DOCUMENT ARE PROPERTY OF CUSTOM DESIGN & ENGINEERING, INC., AND ARE LICENSED TO THE ORIGINAL PURCHASING CLIENT (CLIENT). THE CLIENT MAY NOT SUBLICENSE, ASSIGN, OR TRANSFER THIS LICENSE TO A THIRD PARTY WITHOUT A WRITTEN APPROVAL OF CUSTOM DESIGN & ENGINEERING, INC. THESE DRAWINGS MAY NOT BE REUSED FOR OTHER PROJECTS WITHOUT THE PRIOR WRITTEN PERMISSION FROM CUSTOM DESIGN & ENGINEERING, INC. z o :�i � o O U < 211 �@j O W U z w o p N CJ) O 00 L u C/) m O � Q Q N p N w W C/) U p Q N z O O J � w p W Q rr L:Li w Q z � o U Lu U w CD Cc CD rr CJ) CV O II N J (3.)I� c�6 I N o Ic.6 QI W p J Q C) IZ to rr"' All > � z o Iw p � I� CD O cc IU O w J F— CD 3: � E o z r f X 0 a o 2A ✓. VkI 36923 w� L ENG SS10NAL PROJECT # REs Feb 04 2 =2DE E S E E X4Y MO SHEET NO S712 SILL INTERIOR JOIST STEM WALL PER PLAN rvTrr;lOR WALL X PT SILL EPTH TO MATCH JOIST) DECKING PER PLAN _U210 OR TO SUIT JOIST ZMAX) 2 X PRESSURE TREATED JOIST PER PLAN M7 GALV. BOLT is" THK WASHER 3 HEAD & NUT I V' O.C. DECK LEDGER ATTACHMENT DETAIL 2 X FLOOR JOIST PER PLAN - FULL DEPTH BLOCKING @ THE HOLD-DOWN LOCATION (2 PLCS) HOLD-DOWN PER PLAN v HOLD-DOWN OVER SUPPORTED BEAM TYPICAL JOIST FOUNDATION STEM WALL HLINF IJLK FLAN WALL PLATE TO BM ATTACHMENT BOUNDARY NAILING PER S.W. SCHEDULE IUT JOIST H ANCHOR ROD PER HOLD-DOWN SCHEDULE TJI JOIST PEf -3.5"X3.5"X4 BEARING PLATE WASHER TO SUIT HOLD-DOWN ROD HOLD-DOWN OVER SUPPORTED BEAM STEEL RAILING POST BY OTHERS 3.5" X i.5" X 4 BEARING PLATE WASHER TO SUIT HOLD-DOWN ROD BM PER PLAN DECKING PER PLAN BM PER PLAN (2) FULL BAY BLOCKING STEEL RAILING POST BY OTHERS JOIST PER PLAN HDU2A WITHIN 8" OF RAILING POST. a"0 ASTM A36 GALV ROD W/ 3" X 3" X 4" PLATE WASHER COMMON TO WOOD BEAM TYPICAL RAIL POST TO BEAM ATTACHMENT 10d @ 4" O.C. STAGGER PATTERN M A307 GALV BOLTS NASHERS (UNDER NUT AND HEAD) 1NG PER PLAN DECK JOIST PERPLAN UIVI I LI l I Lr%IV ROOF OR FLOOR SHEATHING BRAG BEAM PER PLAN DRAG STRUT TO SHEATHING NAILING (NO SCALE) z o O U �Q�2' a� 00 �@j z O �ca �i�il � Owl [� O J^ E a� Ln-- N c� W U z w o p N C/) O 00 W C/) m Q Q N p N w W C/) U p Q N z o O J � w p w Q rr w � � Q z o o w U w O Cc CD rr CJ) CV O II N J (3.) I1- c�6 I N Ico QI W p J Q C) Iz Io `" I I >:> � IF_ >= z o Iw p 5 � C I=D O cc IU O Lu J F C E c z r f � 0 a o 2A ✓. VkI 36923 w� ONAL PROJECT # REs Feb 04 2 =2DE E S E E X4Y MO SHEET NO S713 2 STA i — - - - - - - - - - - - I I I I I I I I I I I I I I 2" CDX/OSB HSS 6X4X1/4 I I I I I � I I I I I I I I I C12 X 20.7 I 2" CDX/OSB ------------- \ ------------------------------ I I I CCOQ44 I I I I I I I I I I _ _ I I I I GLB PER PLAN I I I I I I I I HSS4X4X4" I I I I I I I I I I i 2 X 6 STUD WALL FLOOR JOIST BEYOND FOUNDATION WALL HSS 6 C12 X 20.7 rrnn44 2 uun/vOu JOINT CONNECTION DETAILS c.i 52" T T ELEVATION THRU N N 51„ 2 I I I I I I I I I I I I \ HSS AWNING BEAM TO 6 X 6 POST CONN. LB PER PLAN 07 BOLT 90" THK WASHERS (TYP) IUND COUNTER BORE l ALLOW NUT TO SIT FLUSH POST PER PLAN HSS 6X4X4" 4 X 4 X 4" COLUMN HSS 6X4X4' TYPICAL POST TO BEAM CONNECTION HSS 4X4X4 ml� HSS 4X4X4 2" BASE PLATE DETAIL 10d @ 6" O.C. $1'0 A307 @ 32" O.C. C12 X 20. DX/OSB 2"' UUA/OSB JOINT CONNECTION DETAILS 1/4 124 4" Nl 5" 2" v 1 X FILLER X 12 RAFTER CORNER BASE PLATE DETAIL z o 0 �Iu :�E E nnn O O �Q9 c� O z0 LLJ Li p [� 0 J^ E — L Lu U z Lu O CV �p CIO F— MO w LLU V ) N p N Lu Lu C!) I U p cv z J O O ~ J Lu p 75 Lu Q w � Lu Q z o o Lu C) C-D � O O V / N O N � N CO Q� F- LU p J Q ZD U z O M w V J ~ c z o w 'N ry- � IO OOC U O J � N �I z � M ,rep g� o cn % 36923 c{� ��SSI0NAL E��t PROJECT # REs Feb 04 2 SEEr =2 X4748c SHEET NO S714 TIMBER FINISHED GRADE z 0 1/Q nnA nni inr TYPICAL SOLDIER BM SPLICE Z IN I L 1 1 1 11 L LAGGING (UNO) SOLDIER PILE WALL PLAN 24" 0 --� t SECTION THROUGH SOLDIER PILE vv 01 ir%rL rER TABLE ASTM A992 (TYP) 1A1 cu A nr nrn PLAN RETAINED EARTH (TYP) TOTING LOWER GRADE Tnn nnAnr Pe, PSF PRESSURE DIAGRAM 1AI nI IAnr nrn nl API SOLDIER PILE & BASEMENT WALL SECTION NO SCALE PERMANENT WALL SEGMENT (P1- P10) Pile Mark Height Footing Dia Spacing D-Depth Active Passive @ 2 x dia Surcharge Seismic Pa Pa' Pe Pj x Max Moment Sx Section ft ft ft ft pcf pcf psf psf psf psf psf psf ft ft-lb inA3 1 3 2 8 10.82 35 275 0 21 105 88 1211 1986 3.82 3180 9 W 10 X 12 2 5.5 2 8 16.29 35 275 0 38 192 131 1824 2986 5.83 11356 33 W 14 X 26 3 8 2 8 21.76 35 275 0 56 280 175 2436 3986 7.83 27663 80 W 16 X 50 4 8 2 8 21.76 35 275 0 56 280 175 2436 3986 7.83 27663 80 W 16 X 50 5 10.5 2 8 27.22 35 275 0 74 368 219 3048 4986 9.84 54907 160 W 16 X 100 6 10.5 2 8 27.22 35 275 0 74 368 219 3048 4986 9.84 54907 160 W 16 X 100 7 10.5 2 8 27.22 35 275 0 74 368 219 3048 4986 9.84 54907 160 W 16 X 100 8 1 10.5 1 2 1 6 1 24.49 1 35 1 275 1 0 1 74 1 368 1 292 1 3626 1 6209 1 8.82 1 51547 1 112 1 W 16 X 67 9 1 10.5 2 8 27.22 35 275 0 74 368 219 3048 4986 9.84 54907 1 160 W 16 X 100 10 1 7 2 8 19.57 35 275 0 49 245 158 2191 3586 7.03 19985 1 58 W 16 X 40 Notes: Soil Arching occurs below pressure Pa. H = Height between top and bottom elevations. Ineffective soil height of 2.00 ft has been added to the height (refer to the analysis). Pa = Acti\,e pressure. Pa' = Active pressure with soil arching. Pe & Pj = Soil pressures per analysis. x = Location of zero shear. ALL SHAPES ASTM A992. F)FSIGN VAI [IFS Active pressure, Pa = 35 pcf Passive pressure, Pp = 275 pcf Seismic surcharge = 7 x height of wall, psf F.S. = 1.5 Notes: 1. Pa = Active pressure. 2. Pa' = Active pressure with soil arching. 3. Pe & Pj = Soil pressures per analysis. 4. x = Location of zero shear. 5. ALL SHAPES: ASTM A992. 6. LAGGING: 4 X 12 PT HF 2 (REFER TO S-1 FOR PRESERVATIVE TREATMENT) 7. LEAN MIX GROUT: 12 SACK MIX 8. STRUCTURAL PILE GROUT: ft = 3000 PSI AT 28 DAYS 9. BEAMS SHALL BE GALVANIZED OR EPDXY COATED FOR CORROSION PROTECTION. 10. WELDING - REFER TO S-1 UNDER STRUCTURAL STEEL NOTES. 11. THE GEOTECHNICAL ENGINEER SHALL OBSERVE ALL DRILL HOLES AND APPROVE THEM PRIOR TO SOLDIER PILE PLACEMENT. 12. THE OPEN FACE OF THE EXCAVATION SHALL BE LIMITED TO 4 FEET. 13. THE OPEN CUTS SHOULD BE LAGGED AND THE LAGGING BACKFILLED THE SAME DAY, UNLESS OTHERWISE APPROVED BY THE GEOTECHNICAL ENGINEER. 14. A SHORING MONITORING PROGRAM SHALL BE IMPLEMENTED CONSISTING OF THE FOLLOWING: 14.1. VIDEO OF SURVEY OF CURRENT CONDITIONS OF SURROUNDING FEATURES PRIOR TO SOLDIER PILE INSTALLATION 14.2. INITIAL SURVEY POINTS PLACED ALONG ADJACENT PERMANENT STRUCTURES (LOCATIONS TO BE DETERMINED PRIOR TO SOLDIER PILE INSTALLATION BY THE GEOTECHNICAL ENGINEER, OWNER, AND CONTRACTOR) 14.3. SURVEY MONITORING POINTS SHALL BE ESTABLISHED ON THE TOP OF EVERY OTHER SOLDIER PILE PRIOR TO BEGINNING THE EXCAVATION 15. A LICENSED SURVEYOR (NOT THE CONTRACTOR) MUST DO THE SURVEYING AT LEAST ONCE A WEEK. 16. SURVEY FREQUENCY CAN BE DECREASED AFTER THE SHORING SYSTEM HAS BEEN INSTALLED AND EXCAVATION IS COMPLETE IF THE DATA INDICATES LITTLE OR NO ADDITIONAL MOVEMENT. SURVEYING MUST CONTINUE UNTIL THE PERMANENT STRUCTURE (INCLUDING FLOOR SLABS AS BRACES) IS COMPLETE UP TO FINAL AND STREET GRADES. THE SURVEY FREQUENCY WILL BE DETERMINED BY THE GEOTECHNICAL ENGINEER AFTER REVIEW AND APPROVAL BY DPD. 17. THE GEOTECHNICAL ENGINEER SHALL REVIEW SURVEY DATA AND PROVIDE AN EVALUATION OF WALL PERFORMANCE ALONG WITH SURVEY DATA TO DPD ON AT LEAST A WEEKLY BASIS. IMMEDIATELY AND DIRECTLY, NOTIFY DPD IF ANY UNUSAL OR SIGNIFICANTLY INCREASED MOVEMENT OCCURS. 18. IMMEDIATELY AND DIRECTLY NOTIFY THE GEOTECHNICAL AND STRUCTURAL ENGINEERS, WALL DESIGNER, AND DPD IF 0.5 INCHES OF MOVEMENT OCCURS BETWEEN TWO CONSECUTIVE READINGS AND WHEN TOTAL MOVEMENTS REACH 0.5 INCH. AT THAT AMOUNT OF MOVEMENT, THE ENGINEERS AND DESIGNERS SHALL DETERMINE THE CAUSE OF DISPLACEMENT AND DEVELOP REMEDIAL MEASURES SUFFICIENT TO LIMIT TOTAL WALL MOVEMENTS TO 11NCH. ALL EARTHWORK AND CONSTRUCTION ACTIVITIES MUST BE DIRECTED TOWARDS IMMEDIATE IMPLEMENTATION OF REMEDIAL MEASURES NECESSARY TO LIMIT TOTAL WALL MOVEMENTS TO WHAT HAS BEEN DEFINED AS ACCEPTABLE BY THE DESIGN TEAM (AS INDICATED ABOVE). 19. DUE TO THE PROXIMITY OF ADJACENT BUILDINGS, AN OPTICAL MONITORING PROGRAM SHOULD BE IMPLEMENTED FOR THIS SITE. THE MONITORING PROGRAM SHOULD CONSIST OF A VIDEO SURVEY PRIOR TO BEGINNING THE SOLDIER PILE INSTALLATION TO DOCUMENT THE CURRENT CONDITIONS OF THE SURROUNDING FEATURES. INITIAL SURVEY POINTS SHOULD BE PLACED AT STRATEGIC LOCATIONS ALONG ADJACENT FOUNDATIONS AND PERMANENT STRUCTURES THAT WILL ALLOW FOR PERIODIC MEASUREMENT DURING AND AFTER THE SHORING INSTALLATION. THIS WILL ALLOW FOR EFFICIENT MONITORING OF THE SITE TO IDENTIFY AND REMEDIATE EXCESSIVE DEFLECTIONS OR EXCAVATION RELATED MOVEMENTS, IF THEY OCCUR. PRIOR TO THE START OF CONSTRUCTION, THE GEOTECHNICAL ENGINEER, OWNER, AND CONTRACTOR SHOULD REVIEW THE PROJECT AND DETERMINE THE MONITORING POINT LOCATIONS. 20. FOLLOWING INSTALLATION OF THE SOLDIER PILES, MONITORING POINTS MUST BE ESTABLISHED ON THE TOP OF EVERY OTHER SOLDIER PILE PRIOR TO PROCEEDING WITH THE EXCAVATION. AN INITIAL BASELINE READING SHOULD BE ACQUIRED PRIOR TO THE COMMENCEMENT OF EXCAVATION. READINGS SHOULD BE ACQUIRED AT LEAST TWICE A WEEK DURING THE EXCAVATION PHASE OF THE CONSTRUCTION. ASE MUST REVIEW THE DATA AS IT BECOMES AVAILABLE, THEREFORE, THE SURVEYOR MUST FORWARD THE MONITORING DATA TO ASE WITHIN 24 HOURS OF OBTAINING READINGS. THE MONITORING PROGRAM SHOULD BE SUPPLEMENTED WITH PERIODIC OBSERVATIONS BY THE GEOTECHNICAL ENGINEER DURING THE EXCAVATION PHASE OF CONSTRUCTION. 21. GRADING MUST BE STABILIZED BY OCTOBER 31ST AND NO EXCAVATION OR FILL PLACEMENT CAN BE PERFORMED BETWEEN OCTOBER 31ST AND APRIL 1ST. PT LAGGING PER PLAN PT LAGGING PER PLAN --R AS REGD PILE PEfI F LnIIJ SOLDIER PILE @ 90° CORNER Z o JU O U �QL�' c O z0� ) N c� Iw C) z w o p N U:) O 00 LU Q Q IV Q N w W C/) U � Q N z CD CD J W 0 W Q w LU Q z o w U LU 0 o_ 0 Cc o_ N N o II N J M IO c�6 I N � I r Q'I W J Q C) lz to rr `" � Iw I> � z o Iw CD O cc IV O w J F 3: E o = z r X p 36923 w� °aL� "S'ONAL PROJECT # REs Feb 04 2 =2DE X4Y MO E S E E SHEET NO SF1 198'---- 196'---- 194'---- 192'---- 190'-r I I I 188'-� I I I 186'-- I I cv 1 184'-- o� �I I I 182'---� I I I 180'- L 178'-- 176'-- 174'-- 172'-- 170'-- 168'--- 166'---- 164'---- 162'---- 4 X 12 PT HF 2 LAGGING (TYP) TOP OF LAGGING (TYP) CORNER PT TYPICAL PILE MARK /"— GRADE IN FRONT OF WALL P5 P6 P7 r18 P" P10 TOW=198.50' TOW=198.50, TOW=198.50' TOW =198.50' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P3 - - - - - - - - - - - - - - P4 - - - ---------- - - - - - - - - - - - - - - - - - - ------------ ------------- TOW=196.00' TOW=196.00' 1--------------- — - — - — - — - — - — - — - — - — - P2 — - — - — - — - — - -- - - - - -- - -- - - - - -- - - --- - --- --- TOW=195.00' - L TOW=194.00' - - o -pi---- -pi TOW=193.00' --- - - - - - - - - - - o - - — - o - - - - - - o - — - - o - - -- o - -- - - ------------- - c o c o I I II 11 I ti o o - _ - o -- -- - -- --- - -- - -- - -- - - -- - - -- - - -� -- - - --- -- - - -- - - -- -- - c7—------------ II o� I II 1 J 1i i ; 1\A 18 . ' 18 . ' 188 88. 88. 1 . 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- - --- L— 1—J-------- I III -r-rj�r-----, I I III -rl I -- LI- -L�--------�1 -L—-------�-I I- I -� - - - - I _ I I I N --J� JJ-------I III I I III I I III r,-------- I I I 1 p I I I 1 p I I I I o I I 1 I I I 1 p �l�r I III I I I I I I III I I I I I I I I I I I I I N- I I I I I I I I I I- I I N I I I I I I I I c"i I I I I I I I I I I I I I I I I I N I III I I I I I __—_—___—_____—___—_—_ I III __ -1 I -I-I I �F-----i—I- I I I III I I I ;---------I- I I I I I�I I I--- ------- I I I I �T I I I -- -J----------� I I I I -I I I I I------- � I I I I � I I I I tt---1� I I I I I I I T-I------I--I I I I III I 11 I �F------ I I I III I III I I I III I III 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 III 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 L_ _� -- ---— -—-—-—- —- ----L-IJJ—L-- I III I I —-—- I I I —-J—I_LJ—J- I III I I -—- — - I I I - - +I I I -+-----++ I I I I -+-----+-I-+-----�- I I I I I I I I t�------;+ I I I I +I -------------- I I I III I L— I I I I I III LI I I JI 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 I I I I I I I I I I I I I —J — — 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 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 I I I I I I I I I I I I I I I I I I I I I I I I IL I I I I IJ 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 I I I I I I I I L I I J I I L I I J I I L I I J I I L I I J 160'------------------------------------------ SHORING WALL SEGMENT (P1-P10) (NO SCALE) ---198' ----196' ----192' --190' --188' --186' 184' --182' --180' 178' --176' --174' 172' --170' --168' --166' --164' --162' -------------------160' NOTES; D = BEAM EMBEDMENT DEPTH (LENGTH) H.R. = RESTRAINED SOIL HEIGHT L.BM = TOTAL BEAM LENGTH TOW = TOW OF WALL z ou 0 O r\o U L Q I-, z 0 Li 3 p U J^ E w LC� ��— N'R U z LU o p CV C/O F- o 00 LU U:) Q Q IV p N LU LU c!) U 0 J cv z o CD J ~ LU M LU I..L w LU Q z o F- LU w C) F- U w 0 � 0 N c\j U) CD N J_ a� o 0 IN QI LU 0 J U z 0 w V J ~ c z o w 0 c CC = .5 = OOC U O � III w J F— I F— C!3 N I M z � M I 36923 c{� sslo E��t PROJECT # REs Feb 04 2 =2 X4748o SEEt SHEET NO SF2 mm