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HomeMy WebLinkAboutBLD2020-00637-07- BUILDING PLANSCAD TECHNICIAN:CAD TECHNICIAN: A.VICENCIA 2002 CATON WAY SW OLYMPIA, WA 98502 360.915.9142. EXT. 123 CONTACT INFORMATION:CONTACT INFORMATION: CUSTOMER:CUSTOMER: JACINDA KAYE 22 CLIPPER LANE PORT LUDLOW, WA 98365 206.250.8023 PARCEL # - 990700022 SALES OFFICE:SALES OFFICE: THESE CUSTOMIZED PLANS HAVE BEEN REVIEWED AND APPROVED BY: ___________________________________________________________ JACINDA KAYE ___________________________________________________________ SALES ASSOCIATE 3D ISOMETRIC DRAWINGS ARE FOR ILLUSTRATION ONLY! PLANS, DETAILS AND ENGINEERING TAKE PRECEDENCE OVER ANY 3D DRAWING WITHIN THIS PLAN. LEXAR HOMES -JEFFERSON OFFICELEXAR HOMES -JEFFERSON OFFICE 92 KALA SQUARE PLACE PORT TOWNSEND, WA 98368 PHONE: 360.379.8600 DESIGN CRITERIA DESIGN CRITERIA ROOF SNOW LOAD:ROOF SNOW LOAD: WIND SPEED (ASD):WIND SPEED (ASD): WIND SPEED (ULT):WIND SPEED (ULT): EXPOSURE:EXPOSURE: SEISMIC ZONE:SEISMIC ZONE: FROST DEPTH:FROST DEPTH: PLAN SIZE:PLAN SIZE: STAMP TYPE:STAMP TYPE: 25 PSF25 PSF 100 MPH100 MPH 130 MPH130 MPH BB D0D0 12"12" FULL SIZEFULL SIZE DIGITALDIGITAL THE DRAFTING DEPARTMENT HAS NOT UNDERGONE A DESIGN REVIEW FOR THE FUNCTIONALITY OR AESTHETICS OF THIS MODIFIED PLAN. THE CHANGES MADE TO THIS PLAN ARE AT THE DISCRETION OF THE CLIENT AND SALES CONSULTANT. ENGINEER:ENGINEER: CARLIE BERARD P.E. 606 COMMERCIAL AVE SUITE D ANACORTES, WA 98221 360.915.9142 EXT. 123 THIS CUSTOMIZED PLAN WAS BASED OFF OF THE LEXAR 897 PLAN. THIS IS A MODIFIED VERSION OF THE PLAN AND NOT THE ORIGINAL. CAD TECHNICIAN:CAD TECHNICIAN: A.VICENCIA 2002 CATON WAY SW OLYMPIA, WA 98502 360.915.9142. EXT. 123 CONTACT INFORMATION:CONTACT INFORMATION: CUSTOMER:CUSTOMER: JACINDA KAYE 22 CLIPPER LANE PORT LUDLOW, WA 98365 206.250.8023 PARCEL # - 990700022 SALES OFFICE:SALES OFFICE: THESE CUSTOMIZED PLANS HAVE BEEN REVIEWED AND APPROVED BY: ___________________________________________________________ JACINDA KAYE ___________________________________________________________ SALES ASSOCIATE 3D ISOMETRIC DRAWINGS ARE FOR ILLUSTRATION ONLY! PLANS, DETAILS AND ENGINEERING TAKE PRECEDENCE OVER ANY 3D DRAWING WITHIN THIS PLAN. LEXAR HOMES -JEFFERSON OFFICELEXAR HOMES -JEFFERSON OFFICE 92 KALA SQUARE PLACE PORT TOWNSEND, WA 98368 PHONE: 360.379.8600 DESIGN CRITERIA DESIGN CRITERIA ROOF SNOW LOAD:ROOF SNOW LOAD: WIND SPEED (ASD):WIND SPEED (ASD): WIND SPEED (ULT):WIND SPEED (ULT): EXPOSURE:EXPOSURE: SEISMIC ZONE:SEISMIC ZONE: FROST DEPTH:FROST DEPTH: PLAN SIZE:PLAN SIZE: STAMP TYPE:STAMP TYPE: 25 PSF25 PSF 100 MPH100 MPH 130 MPH130 MPH BB D0D0 12"12" FULL SIZEFULL SIZE DIGITALDIGITAL THE DRAFTING DEPARTMENT HAS NOT UNDERGONE A DESIGN REVIEW FOR THE FUNCTIONALITY OR AESTHETICS OF THIS MODIFIED PLAN. THE CHANGES MADE TO THIS PLAN ARE AT THE DISCRETION OF THE CLIENT AND SALES CONSULTANT. ENGINEER:ENGINEER: CARLIE BERARD P.E. 606 COMMERCIAL AVE SUITE D ANACORTES, WA 98221 360.915.9142 EXT. 123 THIS CUSTOMIZED PLAN WAS BASED OFF OF THE LEXAR 897 PLAN. THIS IS A MODIFIED VERSION OF THE PLAN AND NOT THE ORIGINAL. =897 SQ. FT. = 65 SQ. FT. PLAN AREAS 1ST FLOOR AREA PORCH COVER R E V I S I O N T A B L E N U M B E R D A T E R E V I S E D B Y D E S C R I P T I O N SHEET INDEX LABEL PG #TITLE G-000 1 COVER SHEET G-001 2 GENERAL NOTES S-001 3 ENGINEERING NOTES S-101 4 FOUNDATION PLAN A-000 5 BLANK FLOOR PLAN A-101 6 MAIN FLOOR PLAN A-106 7 ROOF PLAN A-201 8 ELEVATIONS A-301 9 CROSS SECTIONS A-501 10 DETAILS A-502 11 DETAILS E-101 12 ELECTRICAL PLAN C L I E N T I N F O . 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lexarhom es.com © 2020 Copyright by Lexar Homes LLC. All rights reserved. L O C A T I O N . SHEET. 9 9 0 7 0 0 0 2 2 3 7 9 0 0 1 3 7 J J A A C C I I N N D D A A K K A A Y Y E E GG--000000 PRINT DATE. 33//77//22002200 B A S E P L A N I D . P A R C E L I D . P R O J E C T I D . 8 9 7 2 2 C L I P P E R L A N E P O R T L U D L O W ,W A 9 8 3 6 5 O M H E S SELECTED OPTION DESCRIPTION CREDIT(S) 1a EFFICIENT BUILDING ENVELOPE 1a 0.5 1b EFFICIENT BUILDING ENVELOPE 1b 1.0 1c EFFICIENT BUILDING ENVELOPE 1c 2.0 1d (a)EFFICIENT BUILDING ENVELOPE 1d 0.5 2a AIR LEAKAGE CONTROL & EFFICIENT VENTILATION 2A 0.5 2b AIR LEAKAGE CONTROL & EFFICIENT VENTILATION 2B 1.0 2c AIR LEAKAGE CONTROL & EFFICIENT VENTILATION 2C 1.5 3a (b)HIGH EFFICIENCY HVAC EQUIPMENT 3a 1.0 3b (b)HIGH EFFICIENCY HVAC EQUIPMENT 3b 1.0 3c (b)HIGH EFFICIENCY HVAC EQUIPMENT 3c 1.5 3d (b)HIGH EFFICIENCY HVAC EQUIPMENT 3d: 1.0 4 HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM 1.0 5a EFFICIENT WATER HEATING 5A 0.5 5b EFFICIENT WATER HEATING 5B 1.0 5c EFFICIENT WATER HEATING 5C 1.5 5d EFFICIENT WATER HEATING 5D 0.5 6 RENEWABLE ELECTRIC ENERGY 0.5 22 00 11 55 WW AASS HH IINN GG TTOO NN SS TT AA TTEE EE NNEE RR GGYY CCOO DD EE THE ENERGY CREDITS CHOSEN BELOW COMPLY WITH THE WASHINGTON STATE ENERGY CODE (WSEC) (WAC 51-11R) TABLE R406.2 - ENERGY CREDITS. SEE TABLE 406.2 OF THE WASHINGTON STATE ENERGY CODE (WSEC) FOR FULL DESCRIPTIONS OF THE CREDIT OPTIONS. THE BUILDING WITHIN THIS PLAN SET MUST COMPLY WITH ALL SELECTED CREDITS. (a). PROJECTS USING THIS OPTION MAY NOT USE OPTION 1a, 1b, OR 1c (b). PROJECTS MAY ONLY INCLUDE CREDIT FROM ONE SPACE HEATING OPTION, 3a, 3b, 3c, OR 3d. WHEN A HOUSING UNIT HAS TWO PIECES OF EQUIPMENT (I.E. TWO FURNACES), BOTH MUST MEET THE STANDARD TO RECEIVE THE CREDIT. LEXAR HOMES REGIONAL SALES OFFICE IS RESPONSIBLE FOR PROVIDING ENERGY CODE SELECTIONS ON THIS PLAN SET TTOOTTAALL CCRREEDDIITTSS 11..55 VENTILATION SYSTEM NOTES: EXHAUST FANS IN BATHS SHALL BE AS INDICATED ON PLANS W/ 30 CFM CONTINUOUS. TOTAL OF CONTINUOUS CFM RATINGS FOR ALL EXHAUST FANS IN HOUSE SHALL BE IN ACCORDANCE WITH SECTION M1507 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC). SEE TABLE M1507.3.3(1) FOR REQUIRED AMOUNT OF CFM AIRFLOW. GENERAL CONSTRUCTION NOTES: 1 - SUB-CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: VERIFYING AND MEETING ALL LOCAL AND STATE CODE REQUIREMENTS, REVIEWING APPROVED PLANS AND COMPLYING WITH ALL APPROVED REQUIREMENTS OF THE ENGINEER AND THE BUILDING DEPARTMENT. MEETING ALL SAFETY REQUIREMENTS AND STANDARD SAFETY PRACTICES THAT ARE RECOMMENDED AND OR REQUIRED BY STATE AND LOCAL AUTHORITIES. VERIFY ACCURACY OF ALL DIMENSIONS. DO NOT SCALE THE DRAWINGS! IF DISCREPANCIES OCCUR, PLEASE CONTACT THE DESIGNER. 2 - NO CHANGES ARE TO BE MADE TO THE PLAN WITHOUT THE CONSENT OF THE DESIGNER, ENGINEER AND BUILDING DEPARTMENT. 3 - THIS STRUCTURE IS ENGINEERED LATERALLY USING THE DESIGN CRITERIA SHOWN ON THE COVER SHEET. THIS PLAN HAS BEEN DESIGNED TO CARRY ALL LOADS FROM THE ROOF TO THE FOUNDATION. 4 - FIRE-BLOCKING IS REQUIRED AT ALL PENETRATIONS AT THE WALLS AND PLATES INCLUDING: PLUMBING, ELECTRICAL AND MECHANICAL PENETRATIONS. FIRE-BLOCK AT MINIMUM 10 FEET O.C. HORIZONTALLY IN WALL CAVITIES. 5 - WHERE REQUIRED, USE A MINIMUM OF 3000 PSI CONCRETE PER 2015 IRC TABLE R402.2, INCLUDING FOUNDATION WALLS, PORCH AND GARAGE SLABS, STEPS AND ALL OTHER AREAS THAT ARE EXPOSED TO THE WEATHER. MAXIMUM STRENGTH IS AT 28 DAYS. ALLOW ADEQUATE TIME FOR FOUNDATION TO SET BEFORE BACKFILLING. 6 - WATER HEATER IS TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS, 2015 IRC REQUIREMENTS AND THE STATE ADOPTED PLUMBING CODE. TANK MUST BE STRAPPED AT THE UPPER AND LOWER THIRD OF THE TANK. AT THE LOWER STRAP, STRAP IS TO BE 4" MINIMUM ABOVE THE CONTROLS, PER 2015 IRC CHAPTER 13 SECTION M1307.2. WHEN INSTALLED IN A GARAGE, ALL APPLIANCES MUST HAVE THE SOURCE OF IGNITION A MINIMUM OF 18" ABOVE THE FLOOR SLAB. MECHANICAL/PLUMBING EQUIPMENT IS TO BE PROTECTED FROM IMPACT OF A VEHICLE. 7 - USE 5/8" SHEETROCK OR 1/2" SAG-RESISTANT AT THE CEILING PER 2015 IRC SECTION R702.3.5 AND TABLE. 8 - FLASHING IS REQUIRED AT ALL EXTERIOR TRIM EXTRUSIONS, WINDOW SILLS, JAMBS AND OTHER AREAS THAT WATER MAY INTRUDE. PER THE 2015 IRC, INSTALL WINDOWS PER MANUFACTURER INSTRUCTIONS. 9 - PROVIDE A MINIMUM 22X30 ROUGH OPENING FOR ATTIC ACCESS WITH TIGHT FITTING DOOR THAT IS BACKED WITH INSULATION. 10 - ALL BEDROOMS ARE TO HAVE AN EGRESS WINDOW WITH A MINIMUM 20X24 OPENING NOT LESS THAN 5.7 SQUARE FEET. 11 - SEE THE ELECTRICAL SHEET FOR EXHAUST FAN, SMOKE DETECTOR, CARBON MONOXIDE DETECTOR AND ELECTRICAL FIXTURE LOCATIONS. 12. ALL CONSTRUCTION PRACTICES, PLANS, AND DETAILS REFERENCED WITHIN THIS PLAN SET ARE DONE SO IN ACCORDANCE WITH THE FOLLOWING CODES AND AMENDMENTS PER THEIR ADOPTING ORDINANCES: 2015 INTERNATIONAL RESIDENTIAL CODE (IRC) 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 UNIFORM PLUMBING CODE (UPC) 2015 WASHINGTON STATE ENERGY CODE (WSEC) FOUNDATION & FLOOR FRAMING NOTES: 1 - ALL FOOTINGS SHALL BEAR ON STIFF, FIRM SOIL MEETING THE REQUIREMENTS OF DEFAULT SITE CLASS "D" PER 2015 IBC SECTION 1613.5.2. DESIGN IS BASED ON 1500 PSF SOIL. CONTRACTOR MUST VERIFY WITH BUILDING DEPARTMENT THAT THESE CONDITIONS ARE MET PRIOR TO WORK. 2 - ALL WOOD IN CONTACT WITH CONCRETE SHALL BE 2X HEM-FIR #2 MINIMUM TREATED WITH AN APPROVED PRESERVATIVE AND GALVANIZED HOT-DIPPED CONNECTORS (OR) STANDARD HEM-FIR ON AN IMPERVIOUS MOISTURE BARRIER (IRC R319.1) OR BORATE TREATED HEM-FIR #2 MINIMUM. 3 - PROVIDE APPROPRIATE BLOCK-OUTS IN FOOTINGS OR WALLS FOR PLUMBING AND ELECTRICAL STUB OUTS. 4 - USE 3000 PSI CONCRETE WHERE REQUIRED BY THE 2015 IRC TABLE 402.2. MAXIMUM COMPRESSIVE STRENGTH AT 28 DAYS. 5 - FOUNDATION VENTS ARE TO BE INSTALLED AT 1 SQUARE FOOT VENTILATION PER 150 SQUARE FEET OF CRAWL SPACE PER 2015 IRC SECTION R408.2. VENTS ARE TO BE A MAXIMUM OF 36" FROM BUILDING CORNERS. **WA STATE AMENDMENTS ALLOW FOR 1 SQUARE FOOT PER 300 SQUARE FEET OF CRAWL SPACE.** 6 - 2X PRESSURE-TREATED MUDSILL TO BE INSTALLED FLUSH WITH THE INSIDE FACE OF FOUNDATION WALL AT JOIST BEARING POINTS TO ACCEPT JOIST HANGERS. VERIFY THAT THE MUDSILL IS SQUARE AT ALL CORNERS. ATTACH THE MUDSILL TO THE FOUNDATION WITH 1/2" X 10" ANCHOR BOLTS AND 1/4" X 3" X 3" WASHER @ 6' OC UNO. 7 - REBAR IS NOT REQUIRED IN INTERIOR FOOTINGS UNLESS IT IS BELOW A LOAD BEARING POINT, OR AN INTERIOR SHEARWALL PER 2015 IRC SECTION R403.1.3. 8 - THE FOUNDATION IN THIS PLAN IS DESIGNED PRESCRIPTIVELY, BUT THE CONNECTION FROM THE FOUNDATION TO THE MUDSILL IS ENGINEERED FOR RESISTING LATERAL LOADS AS OUTLINED IN THE DESIGN CRITERIA ON THE COVER SHEET. 9 - THE FOUNDATION FOOTINGS SHALL BE A MINIMUM 12" WIDE BELOW ONE- STORY PORTIONS OF THE BUILDING AND 16" BELOW TWO-STORY PORTIONS OF THE BUILDING, WHERE SOIL PRESSURE IS ADEQUATE PER THE BUILDING DEPARTMENT. SEE PRESCRIPTIVE FOUNDATION DETAILS. 10 - WHERE REQUIRED PER 2015 IRC R406.1, FOUNDATION WALLS SHALL BE DAMP PROOFED AROUND THE ENTIRE PERIMETER USING A METHOD THAT IS APPROVED BY THE BUILDING DEPARTMENT. THIS WILL BE DONE BY THE HOMEOWNER / CLIENT UNLESS SPECIFIED OTHERWISE IN THE SALE CONTRACT OR APPLICABLE ADDENDUMS. 11 - BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE, OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL. EXCEPTION: BRACING IS NOT REQUIRED FOR WALLS SUPPORTING LESS THAN 4 FEET (48") OF UNBALANCED BACKFILL (2015 IRC R404.1.7) FRAMING NOTES: 1 - SUB-CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: - VERIFYING AND MEETING ALL LOCAL AND STATE CODE REQUIREMENTS - REVIEWING APPROVED PLANS AND COMPLYING WITH ALL APPROVED REQUIREMENTS OF THE ENGINEER AND THE BUILDING DEPARTMENT. - MEETING ALL SAFETY REQUIREMENTS AND STANDARD SAFETY PRACTICES THAT ARE RECOMMENDED AND OR REQUIRED BY STATE AND LOCAL AUTHORITIES. - VERIFY ACCURACY OF ALL DIMENSIONS. DO NOT SCALE THE DRAWINGS! IF DISCREPANCIES OCCUR, PLEASE CONTACT THE DESIGNER. 2 - NO CHANGES ARE TO BE MADE TO THE PLAN WITHOUT THE CONSENT OF THE DESIGNER AND BUILDING DEPARTMENT. 3 - FIRE-BLOCKING IS REQUIRED AT ALL PENETRATIONS AT THE WALLS AND PLATES INCLUDING: PLUMBING, ELECTRICAL AND MECHANICAL PENETRATIONS. FIRE-BLOCK AT MINIMUM 10 FEET O.C. HORIZONTALLY IN WALL CAVITIES. 4 - UNO. NAIL ALL TOP PLATES TOGETHER WITH 10D NAILS @ 12" O.C. AND AT SPLICES WITH 10D NAILS @ 6" O.C. LAP SPLICES A MINIMUM OF 48" TYPICAL. NAIL ALL BOTTOM PLATES TO FLOOR SHEATHING AND MUDSILL WITH (2 10D NAILS EACH STUD BAY. NAIL ALL OSB SHEATHING WITH 8D NAILS @ 6" O.C. ON EDGE AND 12" O.C. IN THE FIELD UNO. EXTERIOR STUDS MUST BE SPACED AT 16" O.C. 5 - CABINET, PLUMBING FIXTURE AND DOOR ROUGH OPENINGS ARE CRITICAL DIMENSIONS. TAKE CARE TO VERIFY THAT THESE DIMENSIONS ARE FRAMED ACCURATELY. 6 - SEE ENGINEERING FOR ALL SHEARWALL PLACEMENTS AND REQUIREMENTS. SHEARWALL DETAILS MUST BE FOLLOWED EXACTLY. NOTIFY THE DESIGNER OF ANY DISCREPANCIES OR CONCERNS. 7 - REVIEW APPROVED PLANS AND DETAILS PRIOR TO STARTING FRAMING WORK. CHECK FOR SPECIFIC REQUIREMENTS ON NAILING, BLOCKING, SHEATHING AND ANCHOR ATTACHMENTS. ROOF FRAMING NOTES: 1 - JOISTS AND RAFTERS ARE TO BE DF #2 MINIMUM. RAFTERS MAY BE SUPPORTED BY POSTING DOWN TO FLAT BLOCKING THAT SPANS A MINIMUM OF TWO TRUSSES. 2 - TRUSSES SHALL CARRY MANUFACTURER STAMP AND HAVE ENGINEERING DRAWINGS ON SITE FOR INSPECTION. ALL TRUSS BRACING REQUIREMENTS MUST BE INSTALLED PER TRUSS DRAWINGS. DO NOT FIELD MODIFY ANY TRUSS WITHOUT PRIOR APPROVAL FROM THE ENGINEER AND BUILDING DEPARTMENT. IF A TRUSS IS DAMAGED, DO NOT INSTALL IT. CONTACT THE BUILDER IMMEDIATELY FOR A REPLACEMENT TRUSS. 3 - FRAMING CONNECTIONS SHALL BE "SIMPSON STRONG TIE" OR AN APPROVED EQUIVALENT. 4 - PROVIDE ATTIC VENTILATION PER 2015 IRC R806.2. THE NET FREE VENTILATED AREA SHALL BE 1/300 SQUARE FEET. 50% OF THE REQUIRED VENTILATION AREA SHALL BE A MINIMUM OF 3 FEET ABOVE EAVE VENTS. THE BALANCE OF REQUIRED VENTILATION SHALL BE PROVIDED AT THE EAVES. 5 - PROVIDE A MINIMUM ROUGH OPENING 22X30 ATTIC ACCESS PANEL WITH A TIGHT FITTING DOOR. DOOR SHALL BE BACKED WITH INSULATION IF LOCATED ABOVE HEATED SPACE. VERIFY ACCESS LOCATION WITH OWNER AND PLANS. 6 - UNO. SHEATH ROOF PER 2015 IBC CASE 1 (STAGGERED PANELS UNBLOCKED). FASTEN PANELS WITH 8D NAILS @ 6" OC @ EDGE AND 12" OC IN THE FIELD. DO NOT STAPLE! UNLESS APPROVED BY A LICENCE ENGINEER. 7 - UNO. TOE-NAIL ALL GABLE END TRUSSES WITH (2) 10D NAILS @ 16" OC INTO TOP PLATES. 8 - UNO. TOE-NAIL EACH END OF TRUSS AT BEARING WALLS WITH (2) 10D NAILS AND FASTEN WITH TRUSS CLIPS PER PLAN. ELECTRICAL NOTES: 1 - SMOKE DETECTORS SHALL BE 110V. HARD WIRED WITH BATTERY BACKUP AND SHALL BE INTERCONNECTED. OWNER SHALL BE RESPONSIBLE FOR SMOKE DETECTORS IF A MONITORED FIRE SYSTEM IS REQUIRED. 2 - ELECTRICAL CONTRACTOR SHALL COORDINATE LOCATION OF PANEL AND METER WITH CONTRACTOR. 3 - ELECTRICAL CONTRACTOR SHALL PROVIDE HEAT-LOSS CALCULATIONS OR FOLLOW THE PRESCRIPTIVE PATH REQUIREMENTS FOR SIZING HEATING EQUIPMENT. 4 - ELECTRICAL CONTRACTOR SHALL CONFORM TO LOCAL AND STATE CODES. 5 - EXACT OUTLETS LOCATION MAY VARY DEPENDING ON CONSTRUCTION VARIABLES. 6 - WHERE A DRYER IS VENTED THROUGH A FOUNDATION VENT THE VENT MUST BE COMPLETELY SEALED TO PREVENT MOIST EXHAUST ARE FROM REENTERING THE CRAWL SPACE. 7 - PER 2015 IRC R315 - AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM IN DWELLING UNITS AND ON EACH LEVEL OF THE DWELLING AND IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. GENERAL STRUCTURAL NOTES: WIND AND SEISMIC HORIZONTAL FORCES IMPOSED ON THIS STRUCTURE ARE RESISTED BY A SYSTEM OF ENGINEERED MEMBERS AND FASTENERS DESIGNED TO RESIST THE BASE LOADS SET FORTH BY THE CRITERIA LISTED ABOVE. THE HORIZONTAL STRUCTURAL SYSTEM IS ENGINEERED TO TRANSFER THESE LOADS TO A PRESCRIPTIVE FOUNDATION BASED ON THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC). THE PRESCRIPTIVE DESIGN AND CONSTRUCTION OF THE VERTICAL FRAMING MEMBERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONVENTIONAL LIGHT FRAME CONSTRUCTION METHODS OF THE 2015 IRC. R E V I S I O N T A B L E N U M B E R D A T E R E V I S E D B Y D E S C R I P T I O N C L I E N T I N F O . 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lexarhom es.com © 2020 Copyright by Lexar Homes LLC. All rights reserved. L O C A T I O N . SHEET. 9 9 0 7 0 0 0 2 2 3 7 9 0 0 1 3 7 J J A A C C I I N N D D A A K K A A Y Y E E GG--000011 PRINT DATE. 33//77//22002200 B A S E P L A N I D . P A R C E L I D . P R O J E C T I D . 8 9 7 2 2 C L I P P E R L A N E P O R T L U D L O W ,W A 9 8 3 6 5 O M H E S ANCHOR BOLTS: ALL ANCHOR BOLTS EMBEDDED IN CONCRETE OR MASONRY SHALL BE BE A307 UNO. (1/2" X 10") POST-INSTALLED BOLTS INTO CONCRETE NOT OTHERWISE SPECIFIED SHALL BE SIMPSON TITEN HD 1/2"X8" ANCHORS. INSTALL IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS, INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS. EPOXY-GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH SIMPSON SET-XP EPOXY. NAILS: CONNECTION DESIGNS ARE BASED ON THE PUBLISHED REQUIREMENTS IN TABLE 2304.10.1 OF THE 2015 IBC. ALTERNATE FASTENING SCHEDULES MAY BE APPROVED IF PROVIDED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. METAL CONNECTORS: ALL METAL CONNECTORS COMING IN CONTACT WITH P.T. WOOD SHALL BE SIMPSON "Z-MAX", TRIPLE ZINC COATED, OR HOT DIPPED GALVANIZED FOR CORROSION RESISTANCE. FOUNDATIONS: FOOTINGS SHALL BEAR ON UNDISTURBED SOIL, COMPACTED FILL MATERIAL OR CONTROLLED LOW- STRENGTH MATERIAL (CLSM) PER 2015 IBC 1809.2. GENERAL NOTES: PLEASE VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. ANY MODIFICATIONS TO THE STRUCTURE MUST BE REVIEWED AND APPROVED BY ENGINEER OF RECORD. ALL METHODS, MATERIALS, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (IBC) 2015 EDITION. PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES TO BE DESIGNED FABRICATED AND INSTALLED PER MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. PRE-FABRICATED ITEMS TO BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER. FABRICATOR TO PROVIDE ALL TRUSS TO TRUSS CONNECTION DETAILS. ALL TEMPORARY AND PERMANENT BRACING REQUIRED FOR THE STABILITY OF THE TRUSS ELEMENTS UNDER GRAVITY LOADS AND IN-PLANE WIND OR SEISMIC LOADS SHALL BE DESIGNED BY THE TRUSS ENGINEER. PRESERVATIVE TREATED WOOD: 2015 IBC 2304.12, WOOD USED ABOVE GROUND SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA U1 FOR THE CONDITIONS LISTED IN THE CODE. GLUED LAMINATED BEAMS (GLB): GLUED LAMINATED WOOD BEAMS SHALL BE GRADE DF24F-V4, FB=2,400 PSI, FV= 240 PSI UNO. REINFORCING STEEL: MINIMUM GRADE 40 UNO. LAP ALL SPLICES A MINIMUM OF 32 BAR DIAMETERS OR 18". LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS IN FOOTINGS AND WALLS WITH CORNER BARS. MINIMUM CONCRETE COVER FOR REINFORCING STEEL PER ACI 318: · INTERIOR FACES OF SLABS &/OR WALLS = 1-1/2" · EXPOSED TO WEATHER OR EARTH 1-1/2" FOR #5 AND SMALLER AND2" FOR #6 AND LARGER. · FOOTING BARS REQUIRE 3" COVER. CONCRETE: ALL CONCRETE MATERIALS AND PLACEMENT SHALL BE PER THE 2015 IBC SECTION 1901. MINIMUM DESIGN STRENGTH (F'C) SHALL BE 2,500 PSI, HOWEVER 3,000 PSI CONCRETE IS REQUIRED FOR WEATHERING PROTECTION WHERE CONCRETE IS EXPOSED TO THE WEATHER PER 2015 IBC. AIR ENTRAINMENT SHALL BE 5% +/-1% AGGREGATE SIZE = 7/8" MAXIMUM. DESIGN LOADS: ROOF LOAD:SNOW - 25. PSF, DEAD - 15 PSF WIND SPEED:130 MPH (ULT.) 100 MPH (ASD), EXPOSURE"B" SEISMIC:DESIGN CATEGORY "D0", SS= 1.27, S1= 0.513, IE=1.0 , SITE CLASS "D", R=6.5 SOIL BEARING:1500 PSF UNO. FROST DEPTH:MIN BEARING DEPTH SHALL BE 12" UNO. ENGINEERED LUMBER (LVL - PSL): LVL MATERIAL SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: E=1.7E, FB=2,650PSI PSL MATERIAL SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: E=2.0E, FB=3,100PSI GENERAL NOTES: (THE FOLLOWING APPLY UNLESS DETAILED OR SPECIFIED OTHERWISE ON THE PLANS.) TYPICAL SHEARWALL ELEVATION SCALE: NO SCALE TYPICAL ROOF SHEATHING SCALE: NO SCALE TYPICAL BEAM TO PLATE SPLICE SCALE: NO SCALE PLATE SPLICE AT BEAM SCALE: NO SCALE 11 22 33 44 X S-X X S-X A LEGEND: GENERAL STRUCTURAL NOTES WIND AND SEISMIC NATURAL FORCES IMPOSED ON THIS STRUCTURE ARE RESISTED BY A SYSTEM OF ENGINEERED MEMBERS AND FASTENERS DESIGNED TO RESIST DESIGN BASED LOADS SET FORTH BY THE CRITERIA OPTIONS LISTED ABOVE. THE STRUCTURAL SYSTEM IS DESIGNED TO TRANSFER LOADS IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE (IBC) TO A PRESCRIPTIVE FOUNDATION. STRUCTURAL MEMBERS NOT A PART OF THE ENGINEERED STRUCTURAL SYSTEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CONVENTIONAL LIGHT FRAMED CONSTRUCTION REQUIREMENTS OF THE 2015 IRC. THE ENGINEERING IS ONLY FOR THE LATERAL DESIGN. TYPICAL SHEAR WALL NOTES USE 1/2" DIA. BY 10' ANCHOR BOLTS (AB'S) WITH SINGLE PLATES OR 1/2" DIA. BY 12" AB'S WITH 3X OR DOUBLE PLATES SPACED AS SHOWN ON THE DRAWINGS. AB'S SHALL HAVE 7" OF EMBEDMENT INTO FOOTING, SHALL BE CENTERED IN THE STUD WALL, AND SHALL PROJECT THROUGH THE BOTTOM PLATE OF THE WALL/. ALL ANCHOR BOLTS SHALL BE PLACED WITHIN 12" FROM CORNERS, AND 12" FROM THE ENDS OF BOTH PLATES AT SPLICES. ALL ANCHOR BOLTS SHALL HAVE A 3" SQUARE, 1/4" THICK PLATE WASHERS BETWEEN THE TOP OF THE SILL PLATE AND THE NUT. ALL ANCHOR BOLTS, NUTS, AND WASHERS SHALL BE EITHER STAINLESS STEEL OR GALVANIZED STEEL WHEN IN CONTACT WITH PRESSURE TREATED WOOD. ALL WALL SHEATHING SHALL BE 1/2" CDX PLYWOOD, 5/8" T1-11 SIDING, OR 7/16" OSB WITH EXTERIOR EXPOSURE GLUE AND SPAN RATED "SR24/0" OR BETTER. ALL FREE SHEATHING EDGES SHALL BE BLOCKED WITH 2X4 OR 2X6 FLAT BLOCKING EXCEPT WHERE NOTED ON THE DRAWINGS OR BELOW. ALL NAILS SHALL BE 8D OR 1D COMMON (8D COMMON NAILS MUST BE 0.131 INCHES DIAMETER, SENCO KC27 NAILS ARE EQUIVALENT. IF 10D COMMON NAILS ARE CALLED FOR THE DIAMETER MUST BE 0.148 INCHES, SENCO MD32 NAILS ARE EQUIVALENT WHEN USED WITH 1/2' PLYWOOD). NAIL SIZE AND SPACING AT ALL SHEATHING EDGES SHALL BE AS REQUIRED BELOW OR AS IN THE DRAWINGS. NAIL SPACING'S SHALL BE 12" O.C. FOR ALL FIELD NAILING EXCEPT AS NOTED. HOLD DOWNS ARE SIMPSON "STRONG TIE' AND SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATION. EQUIVALENT HOLDOWNS BY UNITED STEEL PRODUCTS COMPANY "KANT-SAG" THAT HAVE ICC APPROVAL CAN BE SUBSTITUTED IN PLACE OF SIMPSON HOLDOWNS. THE NAILING OF THE SOLE PLATE TO THE FLOOR SHALL BE 16D COMMON NAILS TO MATCH THE SPACING OF THE SHEAR WALL EDGE NAILING. WALL FRAMING SHALL BE #2 HEM-FIR OR BETTER. 3X, 4X, OR 6X STUDS CAN BE MADE FROM MULTIPLE 2X STUDS NAILED TOGETHER WITH (2) ROWS OF 10D'S AT 8" ON CENTER EACH ROW. 3X SILL PLATES CAN BE A COMBINATION OF (1) PRESSURE TREATED 2X SILL DIRECTLY IN CONTACT WITH CONCRETE AND ANOTHER NON-TREATED 2X SILL PLATE NAILED TO THE LOWER PLATE WITH (2) ROWS OF 10D COMMON NAILS AT 6" ON CENTER EACH ROW. ROOF DIAPHRAGM 1/2" PLYWOOD OR 7/16" OSB, SPAN RATED 24/16 OR BETTER, NAIL WITH 8D COMMON NAILS AT 6" ON CENTER EDGES AND 12" ON CENTER FIELD. SHEATHING SHALL LAY PERPENDICULAR TO FRAMING. FLOOR DIAPHRAGM 3/4" TONGUE AND GROOVE PLYWOOD OR OSB SHEATHING SPAN RATED 48/24 OR BETTER. GLUE AND NAIL WITH 10D COMMON NAILS AT 6" ON CENTER EDGES, 12" ON CENTER FIELD. SHEATHING SHALL LAY PERPENDICULAR TO FRAMING. SHEAR WALL SCHEDULE 1.SHEATHING NAILED WITH 8D'S AT 6" ON CENTER ALL EDGES. ( CAPACITY = 242 PLF ) 2.SHEATHING NAILED WITH 8D'S AT 3" ON CENTER ALL EDGES WITH 3X OR 4X STUDS AT ADJOINING PANEL EDGES (CAPACITY=456 PLF ) 3.SHEATHING NAILED WITH 10D'S AT 2" ON CENTER ALL EDGES WITH 3X OR 4X STUDS AT ADJOINING PANEL EDGES. (CAPACITY=716 PLF ) HOLDOWN SCHEDULE LSTHD8- LSTHD8 EMBEDS 8" INTO CONCRETE FOUNDATION. LSTHD8 ATTACHES TO DOUBLE STUDS MINIMUM WITH (16) 16D SINKER NAILS (CAP=2185) STHD14- STHD14 EMBEDS 14" INTO CONCRETE FOUNDATION. STHD14 ATTACHES TO DOUBLE STUDS MINIMUM WITH (22) 16D SINKER NAILS (CAP=3695) LTT20B-LTT20B ATTACHES TO FOUNDATION WITH 1/2" DIAMETER ANCHOR BOLT WITH 7" MINIMUM EMBEDMENT. LTT20B ATTACHES TO DOUBLE STUD MINIMUM WITH (10) 16D SINKER NAILS. (CAP = 1290) HTT16-HTT16 ATTACHES TO FOUNDATION WITH 5/8' DIAMETER ANCHOR BOLT WITH 14" MINIMUM EMBEDMENT. HTT16 ATTACHES TO DOUBLE STUD MINIMUM WITH (18) 16D NAILS. (CAP=3400) HDU2-HDU2 ATTACHES TO FOUNDATION WITH 5/8' DIAMETER ANCHOR BOLT WITH 14" MINIMUM EMBEDMENT. HDU2 ATTACHES TO DOUBLE STUDS WITH (6) SIMPSON SDS1/4X3 SCREWS. (CAP = 2215). HDU4-HDU4 ATTACHES TO FOUNDATION WITH 5/8' DIAMETER ANCHOR BOLT WITH 14" MINIMUM EMBEDMENT. HDU4 ATTACHES TO DOUBLE STUDS WITH (10) SIMPSON SDS1/4X3 SCREWS. (CAP = 3285). MSTA24-MSTA24 ATTACHES TO WALL TOP PLATE AND BOTTOM CHORD OF ALIGNED TRUSS WITH (22) 10D NAILS. (CAP = 2050) SHEAR WALL SCHEDULE 1.SHEATHING NAILED WITH 8D'S AT 6" ON CENTER ALL EDGES. ( CAPACITY = 242 PLF ) 2.SHEATHING NAILED WITH 8D'S AT 3" ON CENTER ALL EDGES WITH 3X OR 4X STUDS AT ADJOINING PANEL EDGES (CAPACITY=456 PLF ) 3.SHEATHING NAILED WITH 8D'S AT 2" ON CENTER ALL EDGES WITH 3X OR 4X STUDS AT ADJOINING PANEL EDGES. (CAPACITY=595 PLF ) 4.SHEATHING NAILED WITH 10D'S AT 2" ON CENTER ALL EDGES WITH 3X OR 4X STUDS AT ADJOINING PANEL EDGES. (CAPACITY=716 PLF ) HOLDOWN SCHEDULE LSTHD8- LSTHD8 EMBEDS 8" INTO CONCRETE FOUNDATION. LSTHD8 ATTACHES TO DOUBLE STUDS MINIMUM WITH (16) 16D SINKER NAILS (CAP=2185) STHD10- STHD10 EMBEDS 10" INTO CONCRETE FOUNDATION. STHD10 ATTACHES TO DOUBLE STUDS MINIMUM WITH (18) 16D SINKER NAILS (CAP=2750) STHD14- STHD14 EMBEDS 14" INTO CONCRETE FOUNDATION. STHD14 ATTACHES TO DOUBLE STUDS MINIMUM WITH (22) 16D SINKER NAILS (CAP=3695) LTT20B-LTT20B ATTACHES TO FOUNDATION WITH 1/2" DIAMETER ANCHOR BOLT WITH 7" MINIMUM EMBEDMENT. LTT20B ATTACHES TO DOUBLE STUD MINIMUM WITH (10) 16D SINKER NAILS. (CAP = 1290) HTT4-HTT4 ATTACHES TO FOUNDATION WITH 5/8' DIAMETER ANCHOR BOLT WITH 14" MINIMUM EMBEDMENT. HTT4 ATTACHES TO DOUBLE STUD MINIMUM WITH (18) 16D NAILS. (CAP=3640) HTT5-HTT5 ATTACHES TO FOUNDATION WITH 5/8' DIAMETER ANCHOR BOLT WITH 16" MINIMUM EMBEDMENT. HTT5 ATTACHES TO DOUBLE STUD MINIMUM WITH (26) 16D NAILS. (CAP=4375) HTT16-HTT16 ATTACHES TO FOUNDATION WITH 5/8' DIAMETER ANCHOR BOLT WITH 14" MINIMUM EMBEDMENT. HTT16 ATTACHES TO DOUBLE STUD MINIMUM WITH (18) 16D NAILS. (CAP=3400) HDU2-HDU2 ATTACHES TO FOUNDATION WITH 5/8' DIAMETER ANCHOR BOLT WITH 14" MINIMUM EMBEDMENT. HDU2 ATTACHES TO DOUBLE STUDS WITH (6) SIMPSON SDS1/4X3 SCREWS. (CAP = 2215). HDU4-HDU4 ATTACHES TO FOUNDATION WITH 5/8' DIAMETER ANCHOR BOLT WITH 14" MINIMUM EMBEDMENT. HDU4 ATTACHES TO DOUBLE STUDS WITH (10) SIMPSON SDS1/4X3 SCREWS. (CAP = 3285). HDU5-HDU5 ATTACHES TO FOUNDATION WITH 5/8' DIAMETER ANCHOR BOLT WITH 15" MINIMUM EMBEDMENT. HDU5 ATTACHES TO DOUBLE STUDS WITH (14) SIMPSON SDS1/4X3 SCREWS. (CAP = 4065). CAPACITY (PLF) SEISMIC / WINDLABELAPA RATED SHEATHING NAIL SIZE & SPACING @ EDGES STUD & BLOCKING SIZE @ ADJOINING EDGES STUD SPECIES & GRADE 2X BOTTOM PLATE ATTACHMENT (ASSUMING CONT. SHEATHING OVER RIM/PLATE) SILL PLATE ATTACHMENT MASAP OR 1/2" ANCHOR BOLT SPACING SILL PLATE SIZE @ FOUNDATION 300 / 4002X SHEAR WALL NOTES 7/16" OSB ONE SIDE 7/16" OSB ONE SIDE 7/16" OSB ONE SIDE 7/16" OSB EACH SIDE A .113" X 2" @ 6" O.C. .113" X 2" @ 6" O.C. 2X DF-STUD .131"X3" @ 8" O.C. 200 / 2502X2X 7/16" OSB ONE SIDE SHEAR WALL SCHEDULE .113" X 2" @ 4" O.C. 1652X 2X.113" X 2" @ 3" O.C. 2X 780 / 10922X2X.113" X 2" @ 3" O.C. DF-STUD 2X BOTTOM PLATE ATTACHMENT (W/ SHEATHING SPLICE) 2X 32" O.C. 48" O.C. FIELD NAILING SHALL BE 12" O.C. TYPICALLY. FOR SHEARWALL E & F. FIELD NAILING TO MATCH EDGE NAILING. BLOCKING IS REQUIRED AT ALL PANEL EDGES. INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY WHERE STUDS ARE SPACED 16" O.C. MAX. STAGGER SHEATHING WHERE APPLIED ON BOTH SIDES OF WALLS. (2) 2X MAY BE USED IN LIEU OF SINGLE 3X IF EDGE NAILING IS STAGGERED BETWEEN PLATES, AND PLATES ARE STITCH NAILED TOGETHER WITH .131"X3" @ 4" O.C. STAGGERED. WHEN USING ANCHOR BOLTS, 3"X3"X.229" PLATE WASHERS SHALL BE USED. SEE PLANS FOR ADDITIONAL ATTACHMENTS REQUIRED. .131"X3" @ 8" O.C. .131"X3" @ 8" O.C. .131"X3" @ 8" O.C. LTP5 @ 24" O.C. DF-STUD DF-STUD DF-STUD .131"X3" @ 8" O.C. LTP5 @ 24" O.C. LTP5 @ 16" O.C. LTP5 @ 12" O.C. LTP5 @ 12" O.C. 390 / 490 72" O.C. 24" O.C. 24" O.C. A1 B C C1 7/16" OSB ONE SIDE 510 / 7153X3X.113" X 2" @ 2" O.C.DF-STUD .131"X3" @ 8" O.C.LTP5 @ 8" O.C.16" O.C.D EDGE NAILING TO TOP PLATE AND BOUNDARY MEMBERS RIM JOIST EDGE NAILING ABOVE HOLDOWNS, TYP EDGE NAILING FIELD NAILING FLOOR SHEATHING PT SILL PLATE CONT. #4CONCRETE STEM WALL OR FOOTING PER PLAN HEADER PER PLAN DOUBLE TOP PLATE CRIPPLE HOLDOWN PER PLAN TO (2) 2X CONT. BETWEEN PLATES MIN BOTTOM PLATE NAILING PER SW SCHEDULE APA RATED SHEATHING W/ 8D @ 6"OC @ EDGES AND 12"OC IN FIELD, TYP UNO STAGGER END JOINTS PANEL CLIPS AS REQ'D STRENGTH AXIS 1/8" GAP RECOMMENDED AT ALL END AND EDGE JOINTS ST6215 UNO, CENTER AT BEAM/PLATE SPLICE, STRAP FROM TOP OF INTERFERENCE WITH INTERSECTING WALL. BEAM PER PLAN MIN (2) 2X CRIPPLE STUDS OR PER PLAN MIN (4) .131" X 3" CONT. DOUBLE TOP PLATE AS REQ'D, A SIMPSON ST6215 MAYBE USED IN LIEU OF THE REQUIRED LAP AND NAILING SHOWN USE (12) .131" X 3" OR (8) .162" X 3-1/2" EA SIDE OF SPLICE. WHERE BEAM BREAKS THE TOP PLATE, USE STRAP SHOWN ABOVE FOR PLATE SPLICE. STUDS PER PLAN SPLICE OVER STUD (4) .131" X 3" EA SIDE, TYP USE B.U. STUDS FOR FULL BRIDGE WITH SHIM AS REQUIRED. ATTACH WITH .131" X 3" AT 12"OC STAGGERED, TYP DETAIL CUT / REFERENCE SHEARWALL HOLDOWN(A) 48" MIN CAD TECHNICIAN:CAD TECHNICIAN: A.VICENCIA 2002 CATON WAY SW OLYMPIA, WA 98502 360.915.9142. EXT. 123 CONTACT INFORMATION:CONTACT INFORMATION: CUSTOMER:CUSTOMER: JACINDA KAYE 22 CLIPPER LANE PORT LUDLOW, WA 98365 206.250.8023 PARCEL # - 990700022 SALES OFFICE:SALES OFFICE: THESE CUSTOMIZED PLANS HAVE BEEN REVIEWED AND APPROVED BY:___________________________________________________________JACINDA KAYE___________________________________________________________ SALES ASSOCIATE 3D ISOMETRIC DRAWINGS ARE FORILLUSTRATION ONLY! PLANS, DETAILS ANDENGINEERING TAKE PRECEDENCE OVER ANY3D DRAWING WITHIN THIS PLAN. LEXAR HOMES -JEFFERSON OFFICELEXAR HOMES -JEFFERSON OFFICE 92 KALA SQUARE PLACE PORT TOWNSEND, WA 98368 PHONE: 360.379.8600 DESIGN CRITERIA DESIGN CRITERIA ROOF SNOW LOAD:ROOF SNOW LOAD: WIND SPEED (ASD):WIND SPEED (ASD): WIND SPEED (ULT):WIND SPEED (ULT): EXPOSURE:EXPOSURE: SEISMIC ZONE:SEISMIC ZONE: FROST DEPTH:FROST DEPTH: PLAN SIZE:PLAN SIZE: STAMP TYPE:STAMP TYPE: 25 PSF25 PSF 100 MPH100 MPH 130 MPH130 MPH BB D0D0 12"12" FULL SIZEFULL SIZE DIGITALDIGITAL THE DRAFTING DEPARTMENT HAS NOT UNDERGONE ADESIGN REVIEW FOR THE FUNCTIONALITY ORAESTHETICS OF THIS MODIFIED PLAN. THE CHANGESMADE TO THIS PLAN ARE AT THE DISCRETION OF THECLIENT AND SALES CONSULTANT. ENGINEER:ENGINEER: CARLIE BERARD P.E. 606 COMMERCIAL AVE SUITE D ANACORTES, WA 98221 360.915.9142 EXT. 123 THIS CUSTOMIZED PLAN WAS BASED OFF OF THE LEXAR 897 PLAN. THIS IS A MODIFIED VERSION OF THE PLAN AND NOT THE ORIGINAL. 3/7/2020 55160 SIGE R T SHINEOFWA T A T S G T O N NNOOIISSSSEEFF N NIIGGNNEELLAA R R E E E EOO RR P P E R E D NNAAEEIILLRRAACC D D R R AA RREEBBEENN R E V I S I O N T A B L E N U M B E R D A T E R E V I S E D B Y D E S C R I P T I O N C L I E N T I N F O . 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lexarhom es.com © 2020 Copyright by Lexar Homes LLC. All rights reserved. L O C A T I O N . SHEET. 9 9 0 7 0 0 0 2 2 3 7 9 0 0 1 3 7 J J A A C C I I N N D D A A K K A A Y Y E E SS--000011 PRINT DATE. 33//77//22002200 B A S E P L A N I D . P A R C E L I D . P R O J E C T I D . 8 9 7 2 2 C L I P P E R L A N E P O R T L U D L O W ,W A 9 8 3 6 5 O M H E S LABEL SIZE REINFORCEMENT SEISMIC ZONE W1 6" X 22 - 24"(1) #4 REBAR W/ 24" LAP SPLICES A-D2 W2 6" X 34 - 36"(2) #4 REBAR W/ 24" LAP SPLICES A-D2 W3 6" X 46 - 48" (2) #4 REBAR W/ 24" LAP SPLICES A-D2 W4 6" X 48 - 96"(2) #4 REBAR W/ 24" LAP SPLICES A-C W5 8" X 48 - 96"(2) #4 REBAR W/ 24" LAP SPLICES D-D2 LABEL SIZE REINFORCEMENT F1 16" X 8" CONTINUOUS FOOTING (2) #4 REBAR W/ 24" LAP SPLICES F2 12" X 8" CONTINUOUS FOOTING (1) #4 REBAR W/ 24" LAP SPLICES F3 24" DIA. X12" FOOTING (1) #4 E.W. STEM WALL SCHEDULE FOOTING SCHEDULE STEM WALLS ARE DESIGNED PRESCRIPTIVELY PER 2015 IRC. HORIZONTAL REINFORCEMENT AS FOLLOWS: (1) #4 REBAR WITHIN 12" OF TOP ANDAND (1) AT MIDPOINT OF STEM WALL PER 2015 IRC R404.1.3.2 AND R.404.1.2(1). **STEM WALLS SHOWN ARE ASSUMING A MAXIMUM OF 48" OF UNBALANCED BACKFILL** CONTINUOUS FOOTINGS ARE DESIGNED WITH A MINIMUM SOIL BEARING OF 1500 PSF TYP. U.N.O. A 301 A 301 A 301 A 301 6 '-1 1 1 /2 " 2 ' 1 4 ' 2 ' 8 '-7 " 25'-11" 13'-1 1/4"12'-9 3/4" 3 1 '-1 1 " 5 ' 3 6 '-1 1 " 10'-5 1/4"5'10'-5 3/4" 2'-0 1/2"5'-5 3/8"2'-11 7/8" 25'-11" 3 6 '-1 1 " 1 3 '-9 1 /4 " 3 '-3 " 1 2 '-0 1 /2 " 15'-3 1/2"2 1/4" 4 '-9 3 /4 " 2 1 /4 " 1 1 '-1 1 /2 " 7 '-0 7 /8 " 4 5 '-1 1 /4 " 8'-10 3/4"3'-11"3'-9 5/8"9'-3 5/8" 9-1/2" I-JOISTS @ 19.2" O.C. PER MANUFACTURERS LAYOUT S T H D 1 0 FLOOR AND FOUNDATION SYMBOLS F3F3 2 X 6 -1 /2 " P .T . S I L L P L A T E W / 1 /2 " E X T E R I O R O F F S E T , T Y P . S E E D E T A I L 1 ,2 ,3 O N A -5 0 1 1 A-501 1 A-501 4 A-501 4 A-501 FOUNDATION PLAN SCALE: 1/8 IN = 1 FT F1F1 W1W1 33 44 F2F2 F2F2 F2F2 T Y P . @ E X T . 55 S T H D 1 0 FLOOR AND FOUNDATION SYMBOLS S T H D 1 0 S T H D 1 0 S T H D 1 0 S T H D 1 0 S T H D 1 0 S T H D 1 0 CC CC CC AA AA BB BB AA AA R E V I S I O N T A B L E N U M B E R D A T E R E V I S E D B Y D E S C R I P T I O N PLAN NOTES LEGEND FOOTNOTES 1.1.ALL FOOTING AND FOUNDATION SIZES IN ACCORDANCE TO 2015 IRC. R403.1(1). ENGINEER/ALL FOOTING AND FOUNDATION SIZES IN ACCORDANCE TO 2015 IRC. R403.1(1). ENGINEER/ ARCHITECT HAS REVIEWED THIS PLAN FOR LATERAL FORCES ONLY AND IS NOT RESPONSIBLEARCHITECT HAS REVIEWED THIS PLAN FOR LATERAL FORCES ONLY AND IS NOT RESPONSIBLE FOR FOOTING/FOUNDATION SIZING UNLESS SPECIFICALLY NOTED OTHERWISE.FOR FOOTING/FOUNDATION SIZING UNLESS SPECIFICALLY NOTED OTHERWISE. 2.SEE FOOTING AND STEM WALL SCHEDULE FOR ALL SIZES AND REINFORCEMENTS. EXTERIOR CONTINUOUS FOOTINGS ARE ENGINEERED. REFER TO ENG CALCS AND SCHEDULE 3.DRYER TO BE VENTED THROUGH NEAREST FOUNDATION VENT 4.18"X24" CRAWL ACCESS PLACED BETWEEN JOISTS 5. PROVIDE LEDGER FOR FUTURE DECK ATTACHMENT A.STRAPS AT CORNERS AND/OR END WALLS SHALL HAVE 1" CONCRETE EDGE DISTANCE, TYP. U.N.O. AS REQUIRED B.SEE ALSO 5/A-501 FOR ADDITIONAL HOLDOWN DETAILS C.SEE SW SCHEDULE ON S-001 FOR AB SPACING. TYP. REFER TO ANCHOR BOLT NOTES ON S-001 FOR SIZE. D.LAYOUT AND INSTALL I-JOISTS PER MANUFACTURERS SPECIFICATIONS AND LAYOUT E.6MM BLACK VISQUEEN VAPOR BARRIER IN CRAWL SPACE F.16x8 FOUNDATION VENTS AS REQUIRED TYP. U.N.O. PLACED BETWEEN JOISTS EACH VENT PROVIDES .52 SQ. FT. OF VENTILATION G.USE RJ STRAPS FOR RIM JOIST FOUNDATION =CONCRETE STEM WALL =3-1/2" PONY WALL = PLUMB DROP =WALL ABOVE C L I E N T I N F O . 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lexarhom es.com © 2020 Copyright by Lexar Homes LLC. All rights reserved. L O C A T I O N . SHEET. 9 9 0 7 0 0 0 2 2 3 7 9 0 0 1 3 7 J J A A C C I I N N D D A A K K A A Y Y E E SS--110011 PRINT DATE. 33//77//22002200 B A S E P L A N I D . P A R C E L I D . P R O J E C T I D . 8 9 7 2 2 C L I P P E R L A N E P O R T L U D L O W ,W A 9 8 3 6 5 O M H E S VENTING CALCS VENTING REQUIRED PER CODE = VENTING REQUIRED PER CODE = 2.97 SQ. FT. MINIMUM NUMBER OF VENTS PER CODE = 6 VENTING SHOWN ON PLANS (OPTIONAL)VENTING SHOWN ON PLANS (OPTIONAL) = 6.24 SQ. FT. NUMBER OF VENTS SHOWN (OPTIONAL) = 12 S S DW S S DW T/S T H P W H S H E L F SHLVS F RN HEAT PUMP S &R S &R S&R HB HB S &R W05W05 W06W06 W01W01 6 0 6 1 0 W02W02 6 0 6 1 0 W03W03 W03W03 3 0 6 8 W04W04 4 0 6 8 2 0 6 8 4 0 6 8 2 6 6 8 2068 2668 2 4 6 8 4068 2 6 6 8 WD CO SD SD SD BEDROOM 8' CEILING BATH 8' CEILING OFFICE 8' CEILING KITCHEN 8' CEILING FAMILY ROOM 8' CEILING GREAT ROOM 8' CEILING PORCH COVER HALL 8' CEILING ROOM FINISH SCHEDULE ROOM NAME AREA (SQ FT)FLOOR FINISH BEDROOM 118 OFFICE 104 BATH 44 CLOSET 13 CLOSET 8 CLOSET 6 PANTRY 12 CLOSET 10 CLOSET 5 KITCHEN 83 FAMILY ROOM 124 GREAT ROOM 189 LAUNDRY 15 HALL 57 TOTALS:788 INTERIOR DOOR SCHEDULE SIZE TYPE FIRE HINGE SIDE**ROOM NAME 2668 L IN HINGED L OFFICE/GREAT ROOM 2068 R IN HINGED R CLOSET/GREAT ROOM 4068 R IN SLIDER R PANTRY /HALL 2468 L IN HINGED L BATH/HALL 2068 R IN HINGED R HALL/CLOSET 2668 L IN HINGED L HALL/BEDROOM 4068 R IN SLIDER R BEDROOM/CLOSET 2668 R IN HINGED R CLOSET/FAMILY ROOM 4068 L IN SLIDER L OFFICE/CLOSET EXTERIOR DOOR SCHEDULE** SIZE QTY ROOM NAME FIRE TEMPERED U-FACTOR SHGC (MIN. REQUIRED)COMMENTS AREA (SQ. FT. PER DOOR) 3068 R EX 1 GREAT ROOM/ PORCH COVER 0.3 0.3 20.0 60610 L EX 1 GREAT ROOM YES 0.3 0.3 41.0 60610 R EX 1 FAMILY ROOM YES 0.3 0.3 41.0 TOTALS:102.0 WINDOW SCHEDULE NUMBER LABEL EGRESS TEMPERED U-FACTOR SHGC (MINI. REQUIRED)COMMENTS QTY AREA (SQ. FT. PER WINDOW) W01 6040HS YES 0.27 0.25 1 24.0 W02 4036HS 0.27 0.25 1 14.0 W03 5050HS YES 0.27 0.25 2 25.0 W04 2050PIC YES 0.27 0.25 1 10.0 W05 2030SH YES 0.27 0.25 CLEAR 1 6.0 W06 6010PIC 0.27 0.25 1 6.0 TOTALS:110.0 R E V I S I O N T A B L E N U M B E R D A T E R E V I S E D B Y D E S C R I P T I O N C L I E N T I N F O . 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lexarhom es.com © 2020 Copyright by Lexar Homes LLC. All rights reserved. L O C A T I O N . SHEET. 9 9 0 7 0 0 0 2 2 3 7 9 0 0 1 3 7 J J A A C C I I N N D D A A K K A A Y Y E E AA--000000 PRINT DATE. 33//77//22002200 B A S E P L A N I D . P A R C E L I D . P R O J E C T I D . 8 9 7 2 2 C L I P P E R L A N E P O R T L U D L O W ,W A 9 8 3 6 5 O M H E S 3/7/2020 55160 SIGE R T SHINEOFWA T A T S G T O N NNOOIISSSSEEFF N NIIGGNNEELLAA R R E E E EOO RR P P E R E D NNAAEEIILLRRAACC D D R R AA RREEBBEENN =897 SQ. FT. = 65 SQ. FT. PLAN AREAS 1ST FLOOR AREA PORCH COVER S S DW S S DW T/S T H P W H S H E L F SHLVS F RN HEAT PUMP S &R S &R S&R HB HB S &R W05W05 W06W06 W01W01 6 0 6 1 0 W02W02 6 0 6 1 0 W03W03 W03W03 3 0 6 8 W04W04 4 0 6 8 2 0 6 8 4 0 6 8 2 6 6 8 2068 2668 2 4 6 8 4068 2 6 6 8 WD CO SD SD SD A 301 A 301 A 301 A 301 3 2 ' 5 ' 3 7 ' 11'2'-9 1/2"6'-0 1/4"6'-2 1/4" 15'-6"10'-6" 1 2 '-1 1 /2 " 9 '-4 1 /2 " 1 0 '-6 " 3 7 ' 6 '-0 1 /2 " 3 '-8 1 /2 " 2 '-4 1 /2 " 3 '-1 0 1 /2 " 3 '-2 1 /2 " 2 '-3 1 /2 " 2 '-9 1 /2 " 7 '-8 1 /2 " 26' 26' 1 1 '-9 " 9 '-1 1 " 1 5 '-4 " 8'-11 1/2" 2 '-2 " 8 '-2 1 /2 " 5'-3 1/4"5'-8 3/4" 4 '-9 " 7 ' 5 '-3 1 /2 " 4 '-7 1 /2 " 7 '-8 " 7 '-8 " 5'-5"5'-1"5'4'-9"5'-9" 8'-11 1/2"3'-3" 2'-9 1/2" 5'-6 1/2"5'-5 1/2" 5'-9"3'-2 1/2" 2 '-6 3 /4 "2 '-1 0 " 1 '-8 " 4 '-1 0 " 4 '-6 1 /2 " 7 '-0 3 /4 " MAIN FLOOR PLAN SCALE: 1/8 IN = 1 FT S T H D 1 0 FLOOR AND FOUNDATION SYMBOLS BEDROOM 8' CEILING BATH 8' CEILING OFFICE 8' CEILING KITCHEN 8' CEILING FAMILY ROOM 8' CEILING GREAT ROOM 8' CEILING PORCH COVER 33 22 1.11.1 1.11.1 55 44 44 HALL 8' CEILING 44 77 77 S T H D 1 0 S T H D 1 0 S T H D 1 0 S T H D 1 0 S T H D 1 0 S T H D 1 0 CCCC CC AA AA BB BB AA AA ROOM FINISH SCHEDULE ROOM NAME AREA (SQ FT)FLOOR FINISH BEDROOM 118 OFFICE 104 BATH 44 CLOSET 13 CLOSET 8 CLOSET 6 PANTRY 12 CLOSET 10 CLOSET 5 KITCHEN 83 FAMILY ROOM 124 GREAT ROOM 189 LAUNDRY 15 HALL 57 TOTALS:788 INTERIOR DOOR SCHEDULE SIZE TYPE FIRE HINGE SIDE**ROOM NAME 2668 L IN HINGED L OFFICE/GREAT ROOM 2068 R IN HINGED R CLOSET/GREAT ROOM 4068 R IN SLIDER R PANTRY /HALL 2468 L IN HINGED L BATH/HALL 2068 R IN HINGED R HALL/CLOSET 2668 L IN HINGED L HALL/BEDROOM 4068 R IN SLIDER R BEDROOM/CLOSET 2668 R IN HINGED R CLOSET/FAMILY ROOM 4068 L IN SLIDER L OFFICE/CLOSET EXTERIOR DOOR SCHEDULE** SIZE QTY ROOM NAME FIRE TEMPERED U-FACTOR SHGC (MIN. REQUIRED)COMMENTS AREA (SQ. FT. PER DOOR) 3068 R EX 1 GREAT ROOM/ PORCH COVER 0.3 0.3 20.0 60610 L EX 1 GREAT ROOM YES 0.3 0.3 41.0 60610 R EX 1 FAMILY ROOM YES 0.3 0.3 41.0 TOTALS:102.0 WINDOW SCHEDULE NUMBER LABEL EGRESS TEMPERED U-FACTOR SHGC (MINI. REQUIRED)COMMENTS QTY AREA (SQ. FT. PER WINDOW) W01 6040HS YES 0.27 0.25 1 24.0 W02 4036HS 0.27 0.25 1 14.0 W03 5050HS YES 0.27 0.25 2 25.0 W04 2050PIC YES 0.27 0.25 1 10.0 W05 2030SH YES 0.27 0.25 CLEAR 1 6.0 W06 6010PIC 0.27 0.25 1 6.0 TOTALS:110.0 R E V I S I O N T A B L E N U M B E R D A T E R E V I S E D B Y D E S C R I P T I O N FOOTNOTES A.TYPICAL FLOOR FRAMING CONSISTS OF 3/4" (OR EQ) T&G APA RATED SHEATHING (SPAN RATING 48/24) OVER I-JOISTS PER PLAN B.TYPICAL ROOF FRAMING CONSISTS OF 7/16" OR 1/2" APA RATED SHEATHING (SPAN RATING 32/16) U.N.O. OVER PRE- MANUFACTURED TRUSSES AT 24" O.C. U.N.O. TRUSSES PER MANUFACTURERS SPEC. C. - INDICATES SHEARWALL BELOW FRAMING SHOWN. REFER TO SHEARWALL SCHEDULE FOR MORE INFORMATION. D.PROVIDE (2) BEARING (TRIMMER) STUDS AT EACH END OF ALL HEADERS, BEAMS, AND GIRDER TRUSSES 6'-0" IN LENGTH AND OVER U.N.O. E.WHERE POSTS OCCUR PROVIDE SOLID VERTICAL GRAIN BLOCKING SOLID THRU FLOOR TO MATCHING SUPPORTS U.N.O F.SEE SCHEDULES ON BLANK FLOOR PAGE - SHEET A-000 G.ALL EXTERIOR WALLS TO BE FRAMED AS SHEARWALL "A". TYP. U.N.O. H.PROVIDE 1/8" HARDBOARD W/ FSK PAPER (OR EQUIVALENT) BEHIND TUBS AND SHOWERS AT EXTERIOR WALLS. TYP. U.N.O. =2X6 WALL =2X4 WALL =HALF WALL =VAULTED AREA =HOSE BIB C L I E N T I N F O . 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lexarhom es.com © 2020 Copyright by Lexar Homes LLC. All rights reserved. L O C A T I O N . SHEET. 9 9 0 7 0 0 0 2 2 3 7 9 0 0 1 3 7 J J A A C C I I N N D D A A K K A A Y Y E E LEGEND AA--110011 PRINT DATE. 33//77//22002200 1.ALL HEADERS TO BE 3-1/2" X 7-1/2" GLB W/ R-10 RIGID INSULATION @ EXTERIOR HEADERS, TYP. U.N.O. 1.1. 5-1/2" X 9" GLB 2.18" X 24" CRAWL ACCESS 3.30" X 24" ATTIC ACCESS 4.36" MIN DEEP LANDING BY FULL WIDTH OF DOOR (BY OTHERS) 5.P.T. 6X6 POST - ATTACH POST & BEAMS PER DETAIL 1/A-502 6.SELF-CLOSING 1-3/8" SOLID CORE (20 MIN) FIRE DOOR 7.POCKET BEAM INTO WALL PER DETAIL 4/S-001 B A S E P L A N I D . P A R C E L I D . P R O J E C T I D . 8 9 7 2 2 C L I P P E R L A N E P O R T L U D L O W ,W A 9 8 3 6 5 O M H E S PLAN NOTES PROJECTED SURFACE OVERHANG VAULTED TOTALS:1167 SQ. FT 1265 SQ. FT 205 SQ. FT N/A THIS IS THE AREA OF THE ROOF PLANE POLYLINE, INCLUDING FASCIA AND SHADOW BOARDS, AS SEEN IN FLOOR PLAN VIEW. IT DOES NOT EQUAL THE ROOF SURFACE AREA UNLESS THE PITCH IS 0. THIS IS THE AREA OF THE ROOF PLANE'S TOP SURFACE, WHICH COVERS THE FASCIA AND SHADOW BOARDS WITH THE PITCH TAKEN INTO ACCOUNT. THIS IS THE AREA OF THE ROOF PLANE'S OVERHANG, INCLUDING FASCIA AND SHADOW BOARDS, AS SEEN IN FLOOR PLAN VIEW. THIS IS THE AREA OF THE CEILING PLANE POLYLINE, AS SEEN IN FLOOR PLAN VIEW. IT DOES NOT EQUAL THE CEILING SURFACE AREA UNLESS THE PITCH IS 0. PROJECTED AREA - SURFACE AREA - OVERHANG AREA - VAULTED AREA - ROOF AREA 5 : 125 : 12 5 : 12 A 301 A 301 A 301 A 301 5 '-5 1 /2 " 1 '-4 3 /4 " 1'-4 3/4" ROOF SYMBOLS ROOF PLAN SCALE: 1/8 IN = 1 FT 22 1.11.1 1.21.2 1.31.3 9 A-501 9 A-501 10 A-501 10 A-501 5 A-502 5 A-502 33 PRE-MANUFACTURED TRUSSES @ 24" O.C. PER MANUFACTURER LAYOUT TYP. @ ALL O.H. TYP. @ ALL O.H. 44 44 4444 44 44 A. MIN. ROOF VENTING REQUIREMENTS RIDGE VENTING (50%) - SOFFIT VENTING (50%) B. PREFERRED ROOF VENTING REQUIREMENTS RIDGE VENTING (40%) - SOFFIT VENTING (60%) C. TRUSSES INSTALLED PER MANUFACTURER SPECIFICATION AND LAYOUT D. DO NOT INSTALL PLUMBING IN TRUSS BAYS WITH EXHAUST FANS SO THERE IS NO INTERFERENCE WITH FAN DUCTWORK. E. SEE 2/S-001 FOR TYP. ROOF SHEATHING DETAILS. F. IF NOT USING JACK TRUSSES FROM MFR. FOR OVERFRAMING AREAS, REFER TO NOTES BELOW FOR OVER FRAMING CONSTRUCTION (2015 IRC SECT. 802.3 & TABLE 802.5.1(4) RIDGE BEAM MUST BE SAME HEIGHT AS RAFTER END CUT OR LARGERRIDGE BEAM MUST BE SAME HEIGHT AS RAFTER END CUT OR LARGER - 2X6 #2 D.F. RIDGE BEAM W/ 2X4 RAFTER (RAFTER SPAN UP TO 5'-1") - 2X8 #2 D.F. RIDGE BEAM W/ 2X6 RAFTER (RAFTER SPAN UP TO 7'-6") - 2X10 #2 D.F. RIDGE BEAM W/ 2X8 RAFTER (RAFTER SPAN UP TO 9'-5") - 2X12 #2 D.F. RIDGE BEAM W/ 2X10 RAFTER (RAFTER SPAN UP TO 11'-7") - THESE VALUES ARE BASED OFF A 24" SPACING. FOR ALTERNATE SPACING, REFER BACK TO TABLE 802.5.1(4) UP TO 50 GROUND LOAD - 35 ROOF LOAD A. MIN. ROOF VENTING REQUIREMENTS RIDGE VENTING (50%) - SOFFIT VENTING (50%) B. PREFERRED ROOF VENTING REQUIREMENTS RIDGE VENTING (40%) - SOFFIT VENTING (60%) C. TRUSSES INSTALLED PER MANUFACTURER SPECIFICATION AND LAYOUT D. DO NOT INSTALL PLUMBING IN TRUSS BAYS WITH EXHAUST FANS SO THERE IS NO INTERFERENCE WITH FAN DUCTWORK. E. SEE 2/S-001 FOR TYP. ROOF SHEATHING DETAILS. F. IF NOT USING JACK TRUSSES FROM MFR. FOR OVERFRAMING AREAS, REFER TO NOTES BELOW FOR OVER FRAMING CONSTRUCTION (2015 IRC SECT. 802.3 & TABLE 802.5.1(7) RIDGE BEAM MUST BE SAME HEIGHT AS RAFTER END CUT OR LARGERRIDGE BEAM MUST BE SAME HEIGHT AS RAFTER END CUT OR LARGER - 2X6 #2 D.F. RIDGE BEAM W/ 2X4 RAFTER (RAFTER SPAN UP TO 4'-6") - 2X8 #2 D.F. RIDGE BEAM W/ 2X6 RAFTER (RAFTER SPAN UP TO 6'-7") - 2X10 #2 D.F. RIDGE BEAM W/ 2X8 RAFTER (RAFTER SPAN UP TO 8'-4") - 2X12 #2 D.F. RIDGE BEAM W/ 2X10 RAFTER (RAFTER SPAN UP TO 10'-2") - THESE VALUES ARE BASED OFF A 24" SPACING. FOR ALTERNATE SPACING, REFER BACK TO TABLE 802.5.1(7) UP TO 70 GROUND LOAD - 50 ROOF LOAD A. MIN. ROOF VENTING REQUIREMENTS RIDGE VENTING (50%) - SOFFIT VENTING (50%) B. PREFERRED ROOF VENTING REQUIREMENTS RIDGE VENTING (40%) - SOFFIT VENTING (60%) C. TRUSSES INSTALLED PER MANUFACTURER SPECIFICATION AND LAYOUT D. DO NOT INSTALL PLUMBING IN TRUSS BAYS WITH EXHAUST FANS SO THERE IS NO INTERFERENCE WITH FAN DUCTWORK. E. SEE 2/S-001 FOR TYP. ROOF SHEATHING DETAILS. F. IF NOT USING JACK TRUSSES FROM MFR. FOR OVERFRAMING AREAS, REFER TO NOTES BELOW FOR OVER FRAMING CONSTRUCTION (2015 IRC SECT. 802.3 & TABLE 802.5.1(3) RIDGE BEAM MUST BE SAME HEIGHT AS RAFTER END CUT OR LARGERRIDGE BEAM MUST BE SAME HEIGHT AS RAFTER END CUT OR LARGER - 2X6 #2 D.F. RIDGE BEAM W/ 2X4 RAFTER (RAFTER SPAN UP TO 6'-0") - 2X8 #2 D.F. RIDGE BEAM W/ 2X6 RAFTER (RAFTER SPAN UP TO 8'-10") - 2X10 #2 D.F. RIDGE BEAM W/ 2X8 RAFTER (RAFTER SPAN UP TO 11'-8") - 2X12 #2 D.F. RIDGE BEAM W/ 2X10 RAFTER (RAFTER SPAN UP TO 13'-8") - THESE VALUES ARE BASED OFF A 24" SPACING. FOR ALTERNATE SPACING, REFER BACK TO TABLE 802.5.1(3) 30 GROUND LOAD - 25 ROOF LOAD PLAN NOTES FOR ROOF PAGE - A-106 70 ROOF LOAD 100 ROOF LOAD A. MIN. ROOF VENTING REQUIREMENTS RIDGE VENTING (50%) - SOFFIT VENTING (50%) B. PREFERRED ROOF VENTING REQUIREMENTS RIDGE VENTING (40%) - SOFFIT VENTING (60%) C. TRUSSES INSTALLED PER MANUFACTURER SPECIFICATION AND LAYOUT D. DO NOT INSTALL PLUMBING IN TRUSS BAYS WITH EXHAUST FANS SO THERE IS NO INTERFERENCE WITH FAN DUCTWORK. E. SEE 2/S-001 FOR TYP. ROOF SHEATHING DETAILS. F. IF NOT USING JACK TRUSSES FROM MFR. FOR OVERFRAMING AREAS, REFER TO NOTES BELOW FOR OVER FRAMING CONSTRUCTION RIDGE BEAM MUST BE SAME HEIGHT AS RAFTER END CUT OR LARGERRIDGE BEAM MUST BE SAME HEIGHT AS RAFTER END CUT OR LARGER - 2X6 #2 D.F. RIDGE BEAM W/ 2X4 RAFTER (RAFTER SPAN UP TO 4'-0") - 2X8 #2 D.F. RIDGE BEAM W/ 2X6 RAFTER (RAFTER SPAN UP TO 6'-0") - 2X10 #2 D.F. RIDGE BEAM W/ 2X8 RAFTER (RAFTER SPAN UP TO 7'-6") - 2X12 #2 D.F. RIDGE BEAM W/ 2X10 RAFTER (RAFTER SPAN UP TO 9'-0") - 2X12 #2 D.F. RIDGE BEAM W/ 2X12 RAFTER (RAFTER SPAN UP TO 10'-6") - THESE VALUES ARE BASED OFF A 24" SPACING. 55 ROOF LOAD A. MIN. ROOF VENTING REQUIREMENTS RIDGE VENTING (50%) - SOFFIT VENTING (50%) B. PREFERRED ROOF VENTING REQUIREMENTS RIDGE VENTING (40%) - SOFFIT VENTING (60%) C. TRUSSES INSTALLED PER MANUFACTURER SPECIFICATION AND LAYOUT D. DO NOT INSTALL PLUMBING IN TRUSS BAYS WITH EXHAUST FANS SO THERE IS NO INTERFERENCE WITH FAN DUCTWORK. E. SEE 2/S-001 FOR TYP. ROOF SHEATHING DETAILS. F. IF NOT USING JACK TRUSSES FROM MFR. FOR OVERFRAMING AREAS, REFER TO NOTES BELOW FOR OVER FRAMING CONSTRUCTION RIDGE BEAM MUST BE SAME HEIGHT AS RAFTER END CUT OR LARGERRIDGE BEAM MUST BE SAME HEIGHT AS RAFTER END CUT OR LARGER - 2X6 #2 D.F. RIDGE BEAM W/ 2X4 RAFTER (RAFTER SPAN UP TO 3'-6") - 2X8 #2 D.F. RIDGE BEAM W/ 2X6 RAFTER (RAFTER SPAN UP TO 5'-6") - 2X10 #2 D.F. RIDGE BEAM W/ 2X8 RAFTER (RAFTER SPAN UP TO 6'-6") - 2X12 #2 D.F. RIDGE BEAM W/ 2X10 RAFTER (RAFTER SPAN UP TO 8'-0") - 2X12 #2 D.F. RIDGE BEAM W/ 2X12 RAFTER (RAFTER SPAN UP TO 9'-6") - THESE VALUES ARE BASED OFF A 24" SPACING. A. MIN. ROOF VENTING REQUIREMENTS RIDGE VENTING (50%) - SOFFIT VENTING (50%) B. PREFERRED ROOF VENTING REQUIREMENTS RIDGE VENTING (40%) - SOFFIT VENTING (60%) C. TRUSSES INSTALLED PER MANUFACTURER SPECIFICATION AND LAYOUT D. DO NOT INSTALL PLUMBING IN TRUSS BAYS WITH EXHAUST FANS SO THERE IS NO INTERFERENCE WITH FAN DUCTWORK. E. SEE 2/S-001 FOR TYP. ROOF SHEATHING DETAILS. F. IF NOT USING JACK TRUSSES FROM MFR. FOR OVERFRAMING AREAS, REFER TO NOTES BELOW FOR OVER FRAMING CONSTRUCTION RIDGE BEAM MUST BE SAME HEIGHT AS RAFTER END CUT OR LARGERRIDGE BEAM MUST BE SAME HEIGHT AS RAFTER END CUT OR LARGER - 2X6 #2 D.F. RIDGE BEAM W/ 2X4 RAFTER (RAFTER SPAN UP TO 3'-0") - 2X8 #2 D.F. RIDGE BEAM W/ 2X6 RAFTER (RAFTER SPAN UP TO 4'-6") - 2X10 #2 D.F. RIDGE BEAM W/ 2X8 RAFTER (RAFTER SPAN UP TO 6'-0") - 2X12 #2 D.F. RIDGE BEAM W/ 2X10 RAFTER (RAFTER SPAN UP TO 7'-6") - 2X12 #2 D.F. RIDGE BEAM W/ 2X12 RAFTER (RAFTER SPAN UP TO 8'-6") - THESE VALUES ARE BASED OFF A 24" SPACING. 150 ROOF LOAD A. MIN. ROOF VENTING REQUIREMENTS RIDGE VENTING (50%) - SOFFIT VENTING (50%) B. PREFERRED ROOF VENTING REQUIREMENTS RIDGE VENTING (40%) - SOFFIT VENTING (60%) C. TRUSSES INSTALLED PER MANUFACTURER SPECIFICATION AND LAYOUT D. DO NOT INSTALL PLUMBING IN TRUSS BAYS WITH EXHAUST FANS SO THERE IS NO INTERFERENCE WITH FAN DUCTWORK. E. SEE 2/S-001 FOR TYP. ROOF SHEATHING DETAILS. F. IF NOT USING JACK TRUSSES FROM MFR. FOR OVERFRAMING AREAS, REFER TO NOTES BELOW FOR OVER FRAMING CONSTRUCTION RIDGE BEAM MUST BE SAME HEIGHT AS RAFTER END CUT OR LARGERRIDGE BEAM MUST BE SAME HEIGHT AS RAFTER END CUT OR LARGER - 2X6 #2 D.F. RIDGE BEAM W/ 2X4 RAFTER (RAFTER SPAN UP TO 2'-5") - 2X8 #2 D.F. RIDGE BEAM W/ 2X6 RAFTER (RAFTER SPAN UP TO 4'-0") - 2X10 #2 D.F. RIDGE BEAM W/ 2X8 RAFTER (RAFTER SPAN UP TO 5'-0") - 2X12 #2 D.F. RIDGE BEAM W/ 2X10 RAFTER (RAFTER SPAN UP TO 6'-0") - 2X12 #2 D.F. RIDGE BEAM W/ 2X12 RAFTER (RAFTER SPAN UP TO 7'-0") - THESE VALUES ARE BASED OFF A 24" SPACING. R E V I S I O N T A B L E N U M B E R D A T E R E V I S E D B Y D E S C R I P T I O N EXODUS ENGINEERING HAS REVIEWED THE TRUSS LAYOUT AND SPECIFICATIONS BY TRUSS COMPONENTS (JOB #XXXXXXXX) AND HAS FOUND THEM COMPLIANT WITH THE ENGINEERING REQUIREMENTS FOR THIS PLAN REMOVE THIS NOTE IF NOT A CENTRALIA JOB - FOR EXODUS ENGINEERING ONLY C L I E N T I N F O . 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lexarhom es.com © 2020 Copyright by Lexar Homes LLC. All rights reserved. L O C A T I O N . SHEET. 9 9 0 7 0 0 0 2 2 3 7 9 0 0 1 3 7 J J A A C C I I N N D D A A K K A A Y Y E E AA--110066 PRINT DATE. 33//77//22002200 B A S E P L A N I D . P A R C E L I D . P R O J E C T I D . 8 9 7 2 2 C L I P P E R L A N E P O R T L U D L O W ,W A 9 8 3 6 5 O M H E S ROOF SHEATHING SIZE REQUIREMENTSFOOTNOTES UP TO 40 LBS 7/16" OSB UP TO 70 LBS 15/32" OSB UP TO 130 LBS 5/8" OSB PLAN NOTES LEGEND = OVERFRAMING AREA = VAULTED AREA = MAIN FLOOR ROOF = DOWNSPOUT 1 . EXHAUST FAN LOCATION - TO BE VENTED TOWARDS BACK OF HOME- TO BE VENTED TOWARDS BACK OF HOME- DETERMINED IN FIELD DETERMINED IN FIELD - SEE 1.1 THROUGH 1.3 FOR CUT OUT SIZE 1.1. CUT OUT FOR VENTING: KITCHEN = 6" DIA. HOLE FOR HOOD VENT 1.2. CUT OUT FOR VENTING: BATHROOMS = 4" DIA. HOLE 1.3. CUT OUT FOR VENTING : UTILITY ROOM = 6" DIA. HOLE 2 . CONTINUOUS RIDGE VENTING -CUT SHEATHING BACK 1" AT RIDGE ON EACH SIDE. SEE PLAN NOTE A & B FOR VENTING REQUIREMENTS 3 . 24" X 30" ATTIC ACCESS BETWEEN TRUSSES 4 . 8' STRIP OF VENTED SOFFIT AT THESE LOCATIONS ONLY. 48 LF MAX. A.MIN. ROOF VENTING REQUIREMENTS: RIDGE VENTING (50%) - SOFFIT VENTING (50%) B.PREFERRED ROOF VENTING REQUIREMENTS: RIDGE VENTING (40%) - SOFFIT VENTING (60%) C.TRUSSES INSTALLED PER MANUFACTURER SPECIFICATION AND LAYOUT D.DO NOT INSTALL PLUMBING IN TRUSS BAYS WITH EXHAUST FANS SO THERE IS NO INTERFERENCE WITH FAN DUCTWORK. E.SEE 2/S-001 FOR TYP. ROOF SHEATHING DETAILS. F.IF NOT USING JACK TRUSSES FROM MFR. FOR OVERFRAMING AREAS, REFER TO NOTES BELOW FOR OVER FRAMING CONSTRUCTION (2015 IRC SECT. 802.3 & TABLE 802.5.1(3) RIDGE BEAM MUST BE SAME HEIGHT AS RAFTER END CUT OR LARGERRIDGE BEAM MUST BE SAME HEIGHT AS RAFTER END CUT OR LARGER - 2X6 #2 D.F. RIDGE BEAM W/ 2X4 RAFTER (RAFTER SPAN UP TO 6'-0") - 2X8 #2 D.F. RIDGE BEAM W/ 2X6 RAFTER (RAFTER SPAN UP TO 8'-10") - 2X10 #2 D.F. RIDGE BEAM W/ 2X8 RAFTER (RAFTER SPAN UP TO 11'-8") - 2X12 #2 D.F. RIDGE BEAM W/ 2X10 RAFTER (RAFTER SPAN UP TO 13'-8") - THESE VALUES ARE BASED OFF A 24" SPACING. FOR ALTERNATE SPACING, REFER BACK TO TABLE 802.5.1(3) ELEVATION - BACK SCALE: 1/8 IN = 1 FT 1 4 '-4 5 /8 " 8 '-1 1 /8 " 6 '-3 3 /8 " ELEVATION - FRONT SCALE: 1/8 IN = 1 FT 12 5 TOP OF WALL APPROXIMATE HEIGHT TOP OF SUB FLOOR TYP . 11 22 33 ELEVATION - LEFT SCALE: 1/8 IN = 1 FT 55 ELEVATION - RIGHT SCALE: 1/8 IN = 1 FT 66 R E V I S I O N T A B L E N U M B E R D A T E R E V I S E D B Y D E S C R I P T I O N FOOTNOTES 1 . STEM WALLS AND FOOTINGS PER SCHEDULE ON FOUNDATION SHEET (S-101) 2 . HORIZONTAL LAP SIDING 3 . ARCHITECTURAL COMPOSITION ROOFING W/ 7/16" ROOF SHEATHING 4 . CONTINUOUS RIDGE VENTING 5 . PROVIDE LEDGER FOR FUTURE DECK ATTACHMENT 6 . PROVIDE LEDGER FOR FUTURE CARPORT ATTACHMENT C L I E N T I N F O . 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lexarhom es.com © 2020 Copyright by Lexar Homes LLC. All rights reserved. L O C A T I O N . SHEET. 9 9 0 7 0 0 0 2 2 3 7 9 0 0 1 3 7 J J A A C C I I N N D D A A K K A A Y Y E E AA--220011 PRINT DATE. 33//77//22002200 B A S E P L A N I D . P A R C E L I D . P R O J E C T I D . 8 9 7 2 2 C L I P P E R L A N E P O R T L U D L O W ,W A 9 8 3 6 5 O M H E S 1 4 '-4 5 /8 " 8 '-1 1 /8 " 6 '-3 3 /8 " AA CROSS SECTION SCALE: 3/16 IN = 1 FT 12 5 TOP OF WALL APPROXIMATE HEIGHT TOP OF SUB FLOOR 22 11 44 1 A-501 1 A-501 10 A-501 10 A-501 5 A-502 5 A-502 33 R E V I S I O N T A B L E N U M B E R D A T E R E V I S E D B Y D E S C R I P T I O N FOOTNOTES 1.STEM WALLS AND FOOTINGS PER SCHEDULE ON FOUNDATION SHEET (S-101) 2.JOISTS PER PLAN 3.ARCHITECTURAL COMPOSITION ROOFING W/ 7/16" ROOF SHEATHING 4.TRUSSES @ 24" O.C. PER MANUFACTURER'S SPEC'S/LAYOUT C L I E N T I N F O . 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lexarhom es.com © 2020 Copyright by Lexar Homes LLC. All rights reserved. L O C A T I O N . SHEET. 9 9 0 7 0 0 0 2 2 3 7 9 0 0 1 3 7 J J A A C C I I N N D D A A K K A A Y Y E E AA--330011 PRINT DATE. 33//77//22002200 B A S E P L A N I D . P A R C E L I D . P R O J E C T I D . 8 9 7 2 2 C L I P P E R L A N E P O R T L U D L O W ,W A 9 8 3 6 5 O M H E S Scale: No Scale 20'-0"Minimum* P e r S c h e d u l e Foundation Footing Ufer Ground is to be located on same Wall as Electrical Meter and Panel2x7 Sill Plate (1/2" Overhang) *Door Openings are allowed within the 20'-0" distance between vertical rebar for Ufer Ground. #4 Rebar to extend 12" past top of bottom plate. Tie #4 rebar to rebar on inside of footing 6 Misc- Ufer Ground Scale: No Scale Scale: No Scale Vapor Barrier and Siding Per Builder Flashing Decking PT Joists Per Plan LUS28Z w/ #10 x 1-1/2" SD Screws, TYP Attach Ledger to Conc w/ (2) 1/4"x4" Titen Screws @ 16"oc R-23.5 BIBS Insulation .131 x 3" at 8"oc Per SW Schedule 3/4" T&G SubFloor Glued & Nailed Joist Per Plan TF Hanger w/ Vapor Barrier Against Concrete DTT2Z to Floor Joists/Blocking and Deck Joists Attached w/ 1/2" Threaded Rod. Min (2) - One on Each Side of Deck Within 24" of Each Edge or 20 Ft Max Spacing. Vapor Barrier and Siding Per Builder PT Joists Per Plan LUS28Z w/ #10x2-1/2" SDS Screws, TYP Attach Ledger to Rim w/ (2) 1/4"x4-1/2" SDS or 3-5/8" Ledger Lok @ 16"oc Footings and Horizontal Reinforcements Per Schedule on Foundation Sheet (S-101) PT Sill w/ Anchors Per SW Schedule Joist Per Plan R-23.5 BIBS Insulation .131 x 3" at 8"oc Per SW Schedule Flashing Decking Footings and Horizontal Reinforcements Per Schedule on Foundation Sheet (S-101) Frame- Deck Ledger7Frame- Deck Ledger Scale: No Scale Porch Cover Depth Per Plan + Standard Overhang 7/16" Roof Sheathing - See Engineering for Nailing Pattern R-49 Blow-In Insulation (Optional at Garage) Fascia Vented Soffit 7/16" OSB - See Eng for Nailing Pattern 2x SubFascia Double 2x Top Plate P r e -m a n u f a c t u r e d T r u s s e s @ 2 4 " O .C . Edge Nailing into Truss Blocking, TYP A35's from truss blocking to top plate @ 24"oc (where truss blocking is required) 8 Roof - Cantilevered Porch Cover H2.5A to Top Plate Typ Each Truss. Opt: SDWC15600 or TimberLOK Screw APA Rated Sheathing w/ 8d @ 6" edge and 12" field nailing Typ. Verify Thickness with Contractor. Scale: No Scale Insulation Per Plan (Optional In Garage) Roof - Truss to Top Plate 15-3/8" Cardboard Baffle leaving 1" Air Gap for Ventilation 8d Edge Nailing 2x6 Studs @ 16" O.C. Ice Barrier - Extend 24" over Living Space 7/16" APA Rated Sheathing w/ 8d @ 6" edge and 12" field nailing Typ. Verify Thickness with Contractor. Pre Manufactured Trusses @ 24" O.C. See Framing Plan and MFG Drawings (Insulation Optional In Garage)5/4 x 4 Trim Vented Soffit Attached to Bottom of Truss Tails H2.5A to Top Plate Typ Each Truss. Opt: SDWC15600 or TimberLOK Screw Notch Out Sub Fascia To Allow for Soffit Scale: No Scale Insulation Per Plan (Optional In Garage) for JP roofs 9 Roof - Truss to Top Plate 12 3/8" 15-3/8" Cardboard Baffle leaving 1" Air Gap for Ventilation 8d Edge Nailing 2x6 Studs @ 16" O.C. Ice Barrier - Extend 24" over Living Space 7/16" APA Rated Sheathing w/ 8d @ 6" edge and 12" field nailing Typ. Verify Thickness with Contractor. Pre Manufactured Trusses @ 24" O.C. See Framing Plan and MFG Drawings (Insulation Optional In Garage) Edge nail to 2x, attach to framing with (2) 16d @ 24" oc min. Vented Soffit H2.5A to Top Plate Typ Each Truss. Opt: SDWC15600 or TimberLOK Screw Scale: No Scale 16d @ 16"oc Composition Shingles w/ 15# Building Paper Sheath Gable End with 7/16" Sheathing 6"oc Nailing at edges, TYP Double 2x Top Plate Gable End Truss 7/16" Wall Sheathing - See Engineering for Nailing Pattern 2x6 Studs @ 16" O.C. 8d Edge Nailing per SW Schedule Siding Per Plan 1/2" GWB on Walls 5/8" GWB on Ceiling or 1/2" Ceiling Board R-49 Blow-In Insulation (Optional at Garage) Pre-Manufactured Trusses @ 24" O.C. Simpson A35 Clips @ 24"oc or 10d Toe-Nailing @ 6"oc Water-Resistive House Wrap 2X4 Outlookers Extended Over End Truss @ 48"oc Max 8d Edge Nail Strongback Gablewebs as Required per Truss Manufacturer's specs. Flat Blocking Between Outlookers. Edge Nailing at Truss & Blocking Max 48"oc Outlooker Spacing Strong Back Gable Webs w/ 2x4 Where Greater Than 72" in Height, TYP Sheath Gable End w/ 7/16" OSB, 6"oc Edge Nailing, TYP 2x6 Bracing @ 48"oc Where Gable is Taller than 6ft. A35 @ Each Brace to 2x Plate 16d @ 6"oc Sheathing as Required 8d Edge Nailing Per SW Schedule M a x H e i g h t = 8 '-0 " Scale: No Scale Insulation Per Plan (Optional In Garage) This detail is adequate for up to Snow Loads of 65 PSF 10 Roof - Gable End 10 Roof - Gable End Scale: No Scale 8d Edge Nailing @ 6"oc entire length of truss Flat 2x Blocking w/ 8d Edge Nailing Cont. Sheathing under overframing Manufactured Truss 8d Edge Nailing @ 6"oc entire length of truss Hanger per Truss MFG Manufactured Truss A35's @ 48"oc Attach 2x6 Flat to Each Truss w/ (2) 16d @ valleys 8d Edge Nailing 11 Roof - Overframing Scale: No Scale 7/16" OSB Sheathing 2x6 Studs @ 16" O.C. R-23.5 BIBS Insulation 3/4" T&G SubFloor Glued & Nailed .131 x 3" at 8"oc Per SW Schedule Joist Per Plan Stem Walls and Horizontal Reinforcements Per Schedule on Foundation Sheet (S-101) Footings and Horizontal Reinforcements Per Schedule on Foundation Sheet (S-101) 1/2" GWB Drywall R-30 Batt Insulation #4 Vert Rebar w/ 90° Hook @ 48" oc. Alternate Hooks Edge Nailing Per SW Schedule 2x7 Sill Plate (1/2" Overhang) 2x PT Sill w/ Anchor Bolts per SW Schedule 6 mil Black Polyethylene w/ 12" Lap at Joints Scale: No ScaleScale: No Scale 7/16" OSB Sheathing 2x6 Studs @ 16" O.C. R-23.5 BIBS Insulation 3/4" T&G SubFloor Glued & Nailed .131 x 3" at 8"oc Per SW Schedule 9-1/2" I Joist @ 19.2" O.C. 1/2" GWB Drywall R-30 Batt Insulation Edge Nailing Per SW Schedule 2x7 Sill Plate (1/2" Overhang) 2x PT Sill w/ Anchor Bolts per SW Schedule 6 mil Black Polyethylene w/ 12" Lap at Joints 7/16" OSB Sheathing 3/4" T&G SubFloor Glued & Nailed .131 x 3" at 8"oc Per SW Schedule 9-1/2" I Joist @ 19.2" O.C. 1/2" GWB Drywall R-30 Batt Insulation 2x7 Sill Plate (1/2" Overhang) Edge Nailing Per SW Schedule If Sheathing spliced, see SW Schedule for appropriate connections 2x PT Sill w/ Anchor Bolts per SW Schedule R-3.2 Foam Insulation Taped @ All Seams Building Wrap 1x3 Batt @16" O.C. For Air Gap & Drainage EXTERIOR RIGID INSULATION Stem Walls and Horizontal Reinforcements Per Schedule on Foundation Sheet (S-101) Footings and Horizontal Reinforcements Per Schedule on Foundation Sheet (S-101) Stem Walls and Horizontal Reinforcements Per Schedule on Foundation Sheet (S-101) Footings and Horizontal Reinforcements Per Schedule on Foundation Sheet (S-101)6 mil Black Polyethylene w/ 12" Lap at Joints #4 Vert Rebar w/ 90° Hook @ 48" oc. Alternate Hooks #4 Vert Rebar w/ 90° Hook @ 48" oc. Alternate Hooks R-23.5 BIBS InsulationR-3.2 Foam Insulation Taped @ All Seams Building Wrap 1x3 Batt @16" O.C. For Air Gap & Drainage Scale: No Scale 7/16" OSB Sheathing 2x6 Studs @ 16" O.C. R-23.5 BIBS Insulation 3/4" T&G SubFloor Glued & Nailed .131 x 3" at 8"oc Per SW Schedule Joist Per Plan Stem Walls and Horizontal Reinforcements Per Schedule on Foundation Sheet (S-101) Footings and Horizontal Reinforcements Per Schedule on Foundation Sheet (S-101) 1/2" GWB Drywall R-30 Batt Insulation #4 Vert Rebar w/ 90° Hook @ 48" oc. Alternate Hooks 2x7 Sill Plate (1/2" Overhang) Edge Nailing Per SW Schedule If Sheathing spliced, see SW Schedule for appropriate connections 2x PT Sill w/ Anchor Bolts per SW Schedule 6 mil Black Polyethylene w/ 12" Lap at Joints 1 FDN - Joist System Rim Joist Floor System Scale: No Scale 7/16" OSB Sheathing 2x6 Studs @ 16" O.C. 2x Bottom Plate Edge Nailing Per SW Schedule 2x PT Sill w/ Anchor Bolts per SW Schedule 16d Nailing at 8"oc Per SW Schedule 1x Filler on top of Sill Plate 4" Concrete Slab poured on Grade Field Locate Top of Slab #4 Vert Rebar w/ 90° Hook @ 48" oc. Alternate Hooks Sheetrock And Insulation NOT Required on Exterior Garage Walls, Only Warm Walls Require Sheetrock and Insulation. See Detail 3/A-501 Stem Walls and Horizontal Reinforcements Per Schedule on Foundation Sheet (S-101)Footings and Horizontal Reinforcements Per Schedule on Foundation Sheet (S-101) 2 FDN - Garage (Attached) Scale: No Scale 7/16" OSB Sheathing 2x6 Studs @ 16" O.C. R-23.5 BIBS Insulation 2x Bottom Plate 2x PT Sill w/ Anchor Bolts per SW Schedule 1/2" GWB Drywall 4" Concrete Slab Poured on Grade Field Locate Top of Slab #4 Vert Rebar w/ 90° Hook @ 48" oc. Alternate Hooks Joist Hanger 3/4" T&G SubFloor Glued & Nailed Joists Per Plan R-30 Batt Insulation 7/16" OSB Sheathing 2x6 Studs @ 16" O.C. R-23.5 BIBS Insulation 2x Bottom Plate 2x PT Sill w/ Anchor Bolts per SW Schedule 1/2" GWB Drywall 4" Concrete Slab Poured on Grade Field Locate Top of Slab #4 Vert Rebar w/ 90° Hook @ 48" oc. Alternate Hooks Scale: No Scale 3/4" T&G SubFloor Glued & Nailed Joists Per Plan R-30 Batt Insulation Stem Walls and Horizontal Reinforcements Per Schedule on Foundation Sheet (S-101)Footings and Horizontal Reinforcements Per Schedule on Foundation Sheet (S-101) Stem Walls and Horizontal Reinforcements Per Schedule on Foundation Sheet (S-101)Footings and Horizontal Reinforcements Per Schedule on Foundation Sheet (S-101) Edge Nailing Per SW Schedule (As Required) Edge Nailing Per SW Schedule (As Required) 3 FDN - Garage/House FDN - Garage/House Scale: No Scale (2) 2x4 Studs on Edge under Top Plate UNO Align Studs with Joists ** Alternate Option - Use double top plate with studs at 16” O.C. Joists not aligned. Single Top Plate Joist Blocking (As Required) Footings and Horizontal Reinforcements Per Schedule on Foundation Sheet (S-101) 3/4" T&G SubFloor Glued & Nailed 2x6 PT Bottom Plate Joists Per PlanSingle Top Plate Footings and Horizontal Reinforcements Per Schedule on Foundation Sheet (S-101) 2x6 PT Bottom Plate Joists Per Plan (2) 2x4 Studs on Edge under Top Plate UNO P e r P l a n J-Bolts @ 72"oc 2x4 Studs @ 19.2" O.C. 4 FDN - Interior Strip Footing Scale: No Scale Install HDU2 to min (2) 2x posts HDU2 may be used in lieu of the LSTHD8 / STHD10. Epoxy threaded rod min 8" with Simpson Set-XP for Retro-Fit installations. Use 1-3/4" edge distance minimum. ** Use "RJ" version where Rim Joists are present **Simpson Strong-Tie STHD Corner Installation with (2) 2x Studs Cont. Horizontal Rebar Min Rebar Length - 30" Min 3-1/2" from Edge of FDN STHD10 & LSTHD8 Similar Use SSTB16 CIP Anchor with HDU2 HDU2HDU2 STHD10STHD10 5 FDN - Holdown Connections 1 1 5 /6 4 " 4 2 - 1 /4 " Framed Wall Height to 42-1/4" High Example of 3-Sided Island ** See Plan for Wall Lengths ** Scale: No Scale 2x6 Studs @ 16" o.c. Single 2x6 Top Plate 2x6 Bottom Plate 12 Island Detail R E V I S I O N T A B L E N U M B E R D A T E R E V I S E D B Y D E S C R I P T I O N C L I E N T I N F O . 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lexarhom es.com © 2020 Copyright by Lexar Homes LLC. All rights reserved. L O C A T I O N . SHEET. 9 9 0 7 0 0 0 2 2 3 7 9 0 0 1 3 7 J J A A C C I I N N D D A A K K A A Y Y E E AA--550011 PRINT DATE. 33//77//22002200 B A S E P L A N I D . P A R C E L I D . P R O J E C T I D . 8 9 7 2 2 C L I P P E R L A N E P O R T L U D L O W ,W A 9 8 3 6 5 O M H E S Scale: No Scale Flexible Connection if required 4" Bollard to Protect Appliances from Impact Platform Must be anchored to wall Water Heater 1 6 G a u g e S t r a p p i n g a r o u n d W a t e r H e a t e r 1/3 1/3 1/3 1'-6" 3 Misc - Water Heater Strapping Scale: No Scale This Space Not Used ----Not Used- Scale: No Scale This Space Not Used ----Not Used- Scale: No Scale This Space Not Used ----Not Used- Scale: No Scale This Space Not Used ----Not Used- Scale: No Scale HUC48 use with 4x8 Beam or 3-1/2 x 7-1/2" GLB HUCQ410 use with 4x10 Beam or 3-1/2 x 9 GLB or 3-1/2 x 10-1/2" GLB HUCQ412 use with 4x12 Beam or 3 1/2 x 12 GLB HUC68 use with 6x8 Beam or 5-1/2" x 7-1/2" GLB HUCQ610 use with 6x10 Beam or 5 1/2 x 9 GLB or 5-1/2" x 10-1/2" GLB HUCQ612 use with 6x12 Beam or 5 1/2 x 12 GLB *Contact General Contractor if size not listed*ABA Post BaseABA Post Base ConnectionConnection BC4 for use with 4x4 Post BC46 for use with 4x6 Post BC6 for use with 6x6 Post Post to Beam ConnectionPost to Beam Connection ABU44 for use with 4x4 Post ABU46 for use with 4x6 Post ABU66 for use with 6x6 Post ABU88 for use with 8x8 Post Beam (Size specified on Plans) HUC48 / HUCQ410 / HUCQ412 HUC68 / HUCQ610 / HUCQ612 Beam (Size specified on Plans) Post (Size specified on Plans) BC4 / BC46 /BC6 Beam (Size specified on Plans) Post Footing (Size specified on Plans) Post (Size specified on Plans) ABU44 / ABU46 / ABU66 / ABU88 1 Frame- Post and Beam Connections Scale: No Scale P.T. SILL PLATE ANCHORS PER SW SCHED., MIN (2) PER PIECE (LS) STHD HOLD DOWN PER PLAN SHEATHE AND NAIL PER WALL ABOVE U.N.O. MST37 ATTACHED TO B.U. STUDS STUDS PER PLAN @ 16" O.C. U.N.O. ANCHOR SPACING PER SW SCHED., MAX 48" O.C. CS16 EA. SIDE OF PLATE SPLICE, 48" LONG CONT. #4 BAR WITHIN 12" OF TOP OF WALL FIRM UNDISTURBED SOIL OR STRUCTURAL FILL 1V 1.5H 20" MIN. SPLICE TYP. 2 Stepped Foundation Wall Scale: No Scale 2x Nailer for Sheathing Strap Per Plan Nailing Per Shearwall Schedule on Engineering Sheets 7/16" Sheathing 1/2" GWB Per 2015 IRC Chapter 7 Strap Per Plan Nailing Per Shearwall Schedule on Engineering Sheets 2x Nailer for Sheathing Inside CornerInside Corner Outside CornerOutside Corner 4 Frame - Corner Framing Scale: No Scale This Space Not Used ----Not Used- Scale: No Scale Attach 2x6 Blocking to Truss webs with (2) 16d, TYP P r e -M a n u f a c t u r e d T r u s s e s @ 2 4 " O .C . 8d @ 6"oc at Edges APA Rated 7/16" Sheathing Hangers per Truss MFR 5 Roof - Mono Truss to Gable R E V I S I O N T A B L E N U M B E R D A T E R E V I S E D B Y D E S C R I P T I O N C L I E N T I N F O . 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lexarhom es.com © 2020 Copyright by Lexar Homes LLC. All rights reserved. L O C A T I O N . SHEET. 9 9 0 7 0 0 0 2 2 3 7 9 0 0 1 3 7 J J A A C C I I N N D D A A K K A A Y Y E E AA--550022 PRINT DATE. 33//77//22002200 B A S E P L A N I D . P A R C E L I D . P R O J E C T I D . 8 9 7 2 2 C L I P P E R L A N E P O R T L U D L O W ,W A 9 8 3 6 5 O M H E S WP 100 CFM CO SD SD SD WP WP ELECTRICAL PLAN SCALE: 1/8 IN = 1 FT 80 CFM (30 CFM CONT.) 50 CFM ELECTRICAL SCHEDULE DUPLEX (WEATHERPROOF) CO DETECTOR SMOKE DETECTOR PORCH LANTERN EXHAUST/LIGHT COMBO FLUSH MOUNT LIGHT EXHAUST FAN 80 CFM RECESSED LED LIGHT 220V DUPLEX SINGLE POLE TELEPHONE JACK TELEVISION JACK DUCTLESS MINI-SPLIT WALL HEATER EXHAUST FAN WALL MOUNT LIGHT 220 POWER FOR HEAT PUMP WP CO SD TV WP CO SD TV R E V I S I O N T A B L E N U M B E R D A T E R E V I S E D B Y D E S C R I P T I O N C L I E N T I N F O . 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lexarhom es.com © 2020 Copyright by Lexar Homes LLC. All rights reserved. L O C A T I O N . SHEET. 9 9 0 7 0 0 0 2 2 3 7 9 0 0 1 3 7 J J A A C C I I N N D D A A K K A A Y Y E E EE--110011 PRINT DATE. 33//77//22002200 B A S E P L A N I D . P A R C E L I D . P R O J E C T I D . 8 9 7 2 2 C L I P P E R L A N E P O R T L U D L O W ,W A 9 8 3 6 5 O M H E S 1.PROVIDE (4) TOTAL TV/PHONE DROPS - FIELD LOCATE 2.PROVIDE (2) USB OUTLETS IN MASTER BEDROOM - FIELD LOCATE 3.PROVIDE (1) USB OUTLET IN EACH BEDROOM - FIELD LOCATE 4.PROVIDE VACUUM OUTLET - FIELD LOCATE FOOTNOTES A.ALL KITCHEN OUTLETS TO BE ON GFI CIRCUITS B.OUTLETS PLACED PER 2015 CODE BY LICENSED ELECTRICIAN C.BATHROOM OUTLETS TO BE GFCI D.SMOKE DETECTORS SHALL BE 110V. HARD WIRED WITH BATTERY BACKUP AND SHALL BE INTERCONNECTED. OWNER SHALL BE RESPONSIBLE FOR SMOKE DETECTORS IF A MONITORED FIRE SYSTEM IS REQUIRED. E.75% OF ALL PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH EFFICIENCY LAMPS (2015 WSEC SECTION R404.1) LEGEND SEE ELECTRICAL SCHEDULE PLAN NOTES