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HomeMy WebLinkAboutBLD2020-00522 - 07 BUILDING PLANSANCHOR 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= 1.269, S1= 0.511, 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: K. WILSON 2002 CATON WAY SW OLYMPIA, WA 98502 360.915.9142 EXT. 123 CONTACT INFORMATION:CONTACT INFORMATION: CUSTOMER:CUSTOMER: WILLIAM GJERSEE 590 OLYMPUS BLVD PORT LUDLOW, WA 98365 253.854.0663 PARCEL # - TBD SALES OFFICE:SALES OFFICE: THESE CUSTOMIZED PLANS HAVE BEEN REVIEWED AND APPROVED BY:___________________________________________________________WILLIAM GJERSEE___________________________________________________________ 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 LBS25 LBS 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 1600 PLAN. THIS IS A MODIFIED VERSION OF THE PLAN AND NOT THE ORIGINAL. 2/19/2020 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. T B D 3 7 9 0 0 1 3 3 W W I I L L L L I I A A M M G G J J E E R R S S E E E E SS--000011 PRINT DATE. 22//1199//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 . 1 6 0 0 5 9 0 O L Y M P U S B L V D P O R T L U D L O W ,W A 9 8 3 6 5 O M H E S 2/19/2020 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 =1118 SQ. FT. = 560 SQ. FT. =1678 SQ. FT. = 48 SQ. FT. = 208 SQ. FT. PLAN AREAS 1ST FLOOR AREA 2ND FLOOR AREA TOTAL AREA FRONT PORCH COVER TIMBER FRAME PORCH S D W S COOKTOP S D W S COOKTOP H E A T P U M P SHELVES H P W H T FURN S H W R H B H B F S&R S &R W04W0460610W04W04 W01W01 W10W10 W10W10 W03W03 W02W02 3 0 6 8 2 8 6 8 2 6 6 8 2 6 6 8 2 6 6 8 2468 2068 3068 W09W092668 3068 UP UP W D SDCO SD A 301 A 301 A 301 A 301 B 301 B 301 B 301 B 301 C A-301 C A-301 5'-6"11'-3 1/2" 16'-9 1/2"9'-2 1/2"6' 1 2 '-6 1 /2 " 1 4 '-5 1 /2 " 6 '-6 " 6 '-6 " 7 '-6 1 /2 " 5 ' 4 '-5 1 /2 " 7 ' 3 ' 4 0 ' 8 ' 6'-3"6'-9"6'-9"6'-3"3'3' 5'-6 1/2"32' 3 '-9 " 9 '-6 " 6 '-6 " 1 2 '-3 " 5 '-5 1 /2 " 2 '-6 1 /2 " 1 9 '-9 " 4 0 ' 8 ' 2 0 ' 8 ' 1 2 ' 6'26' 32'6' 9'-6"8'-3"3'-7 1/2"4'-7 1/2" 3 '-8 " 3 '-9 1 /4 " 5 '-7 1 /2 " 5 '-5 1 /2 " 2 '-6 1 /2 " 6 '-9 " 4'-9 1/2"8'-5" CL 6' 3'5'-7"4'-7 1/2" 6 '-8 " 5 '-7 " 1'-11 1/2"3' 2 7 ' 1 3 ' 1 4 '-5 1 /2 " 1 9 '-9 " 2 '-4 " 6 '-4 " 2 '-0 1 /2 " S T H D 1 4 FLOOR AND FOUNDATION SYMBOLS 1.11.1 22 44 MASTER BEDROOM 8' CEILING WIC 8' CEILING UTILITY 8' CEILING KITCHEN 8' CEILING BATH 8' CEILING H A L L 8 ' C E I L I N G GREAT ROOM OPEN TO ABOVE ENTRY OPEN TO ABOVE 1.11.1 44 55 1.21.2 66 FRONT PORCH COVER A-101 MAIN FLOOR PLAN - LEXAR 1600 A2 SCALE: 1/8 IN = 1 FT 1.21.2 1.41.4 1.41.4 TYP . REAR PORCH COVER 9 ' T A L L W A L L S 9 ' T A L L W A L L S S T H D 1 4STHD14 S T H D 1 4 S T H D 1 4 S T H D 1 4 S T H D 1 4 C1C1C1C1 CC AA BB BB CC AA 1.11.1 1.41.4 88 99 77 1010 H D U 8 W / S S T B 2 8 H D U 5 W / 5 /8 " H D U 8 W / S S T B 2 8 H D U 8 W / S S T B 2 8 H D U 8 W / S S T B 2 8 D I A . P A B DN SS S H L V S T /S T S&R W03W03 W02W02 W07W07 W05W05W08W08W06W06W05W05 2 4 6 8 1 6 6 8 5068 2 6 6 8 CO SD SD A 301 A 301 A 301 A 301 B 301 B 301 B 301 B 301 C A-301 C A-301 5'-6"7'-3 1/2"7'-8 1/2"5'-6" 26' 26' 6'-3"6'-9"6'-9"6'-3" 1 4 '-7 1 /2 " 7 '-7 1 /2 " 1 7 '-9 " 4 0 ' 4 0 ' 2 2 '-3 " 5 '-5 1 /2 " 2 '-5 1 /2 " 9 '-1 0 " 12'-9 1/2"13'-2 1/2" 8'-6 1/2"2'-3 1/2"2'-4 1/2" 1 1 '-3 " 6 '-6 " 3'-3 1/2"9'-6"2'-4 1/2"10'-10" 7 '-5 " 2 '-4 1 /2 " 3 '-4 1 /4 " 12'-9 1/2"13'-2 1/2" 4 '-3 " 3 '-4 1 /2 " REC ROOM 8' CEILING BATH 8' CEILING LOFT VAULTED CEILING OPEN BELOW VAULTED CEILING 33 V A U L T R I D G E 1 0 /1 2 I N T E R I O R P I T C H A-102 SECOND FLOOR PLAN - LEXAR 1600 A2 SCALE: 1/8 IN = 1 FT BEDROOM #2 8' CEILING PLANT SHELF ABOVE CLOSET S T H D 1 4 FLOOR AND FOUNDATION SYMBOLS M S T 4 8 M S T 4 8 M S T 4 8 M S T 4 8 M S T 4 8 C1C1C1C1 CC AA BB BB CC CC 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 EQUIVALENT 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.HOME OWNER TO PROVIDE AND INSTALL ALL APPLIANCES U.N.O. PLAN NOTES =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. T B D 3 7 9 0 0 1 3 3 W W I I L L L L I I A A M M G G J J E E R R S S E E E E LEGEND AA--110011 PRINT DATE. 22//1199//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 7-1/2" GLB 1.2. 5-1/2" X 11-7/8" GLB- TOP OF BEAM FLUSH WITH TOP OF JOISTS 1.3. 3-1/2" X 9" GLB 1.4. 5-1/2" X 13-1/2" GLB 2.18"X24" CRAWL ACCESS 3.30"X24" ATTIC ACCESS 4.36" MIN DEEP LANDING BY FULL WIDTH OF DOOR (BY OTHERS) 5.P.T. 6X6 POST - ATTACH POST AND BEAMS PER DETAIL 1/A-502 6.CANT. BEAM MUST BE CONT. TO BACK OF HOME 7.SHOWER W/ GLASS DOOR 8.STAIRS TO BE CONSTRUCTED PER IRC SECTION R.311.7. ACTUAL STAIRS MAY VARY DUE TO FINAL GRADE IN FIELD 9.FIREPLACE INSTALLED PER MFRS SPECS 10.INSTALL RAILING PER IRC IF DECK IS 30"+ ABOVE GRADE 11.POCKET BEAM INTO WALL PER DETAIL 3 OR 4 ON 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 . 1 6 0 0 5 9 0 O L Y M P U S B L V D P O R T L U D L O W ,W A 9 8 3 6 5 O M H E S PROJECTED SURFACE OVERHANG VAULTED TOTALS:1674 SQ. FT 2031 SQ. FT 655 SQ. FT 546 SQ. FT. 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 DN 5 : 12 10 : 1210 : 12 5 : 125 : 12 10 : 12 10 : 12 A 301 A 301 A 301 A 301 B 301 B 301 B 301 B 301 2' 3'3' 4 ' 4 ' PRE-MANUFACTURED TRUSSES @ 24" O.C. PER MANUFACTURERS LAYOUT PARALLEL CHORD TRUSSES @ 24" O.C. PER MANUFACTURERS LAYOUT MONO TRUSSES @ 24" O.C. 33 V A U L T R I D G E 1 0 /1 2 I N T E R I O R P I T C H ROOF SYMBOLS 22 22 FF 2 - 2 - 9 A-501 9 A-501 10 A-501 10 A-501 10 A-501 10 A-501 UPPER 1 - 1 - 11 A-501 11 A-501 A-106 ROOF PLAN - LEXAR 1600 A2 SCALE: 1/8 IN = 1 FT TYP. @ GABLES TYP. @ EAVES TYP. @ OVERFRAMING 1.21.2 3 - 3 - 44 3 - 3 - 55 55 1313 66 77 8899 99 1010 1111 1313 5555 99 99 1212771010 1111 Scale: No Scale 8d @ 6"oc to Blocking - Attach Blocking to Studs w/ (2) .131"x3" Typ. Cont 7/16" OSB sheathing over wall prior to placing trusses. 3/4" T&G Subfloor 8d @ 6"oc edges %Sheathing_Roof Display% OSB Sheathing H2.5A to Beam, TYP Pre-Manufactured Trusses U Hangers from Truss to Ledger (Per Truss MFR) Attach Truss & Blocking to Top Plate Per Detail 3/S4 3 Truss to Sheathed Wall w/ Wall Below Scale; No Scale .131" x 2-1/2" @ 6"oc to Blocking 3/4" T&G Subfloor 8d @ 6"oc edges 7/16" OSB Sheathing Pre-Manufactured Trusses Truss to bear on 2x ledger, oror use LUS24 hangers from truss to framing. If bearing ledger is used, provide (2) 16d toenails from truss to ledger Attach 2x6 Ledger to Beam with (2) 3-5/8" TimberLok Screws @ 24"oc Flat 2x6 Blocking Attach 2x6 Blocking to Studs w/ (2) .131" x 3" Min Beam Per Plan Plate Nailing Per SW Schedule 2 Roof - Truss to Sheathed Wall w/ Beam Below Scale: No Scale Cont 7/16" OSB Sheathing TYP Double Top Plate Vented Soffit Edge Nail into Blocking, TYP APA Rated Sheathing w/ 8d @ 6"oc at Edges and 12"oc in Field, TYP. Verify Thickness with Plans Manufactured Roof Trusses Per Plan Manufactured Truss Blocking H2.5A to Top Plate, TYP Each Truss 2x DF Studs @ %Framing_Wal lSpacing%" oc 1 Roof - Parallel Truss Scale: No Scale Ridge Beam Per Plan Attach w/ (4) 6" TimberLok Screws Attach w/ (4) 6" TimberLok Screws Glu-Lam Post Per Plan Beam Per Plan 6 Roof -Timber Frame Center Post Scale; No Scale Edge Nail Roof Sheathing to Truss Top Chord Balloon Framed Wall Cont to Truss Bottom Chord Beam Per Plan Attached to Vertical Truss Webs w/ (2) 6" TimberLok Screws 48"oc Edge Nailing, TYP 2x T&G Nailed to GLB w/ .148 x 3" @ 6"oc Parallel Chord Trusses Per MFG. Ridge to Hang off King Post of Truss. Sheath w/ 7/16" OSB and Align Truss over wall. Bottom Chord slope to match vault Ridge Beam Per Plan 4 Roof - Timber Frame to House Scale: No Scale 6.0 F 6.0 F 6.0 F 6.0 F GLB Rafters Per Plan Attach Rafter Beams to Porch Beam w/ (2) 6" TimberLok Screws Porch Beam Per Plan Attach Rafter Beams to Porch Beam w/ (2) 6" TimberLok Screws 2x T&G Per Plan Attach Top and Bottom of Glu- Lam Post to Beams w/ (4) 6" TimberLok Screws, TYP 2 " M i n 2 " M i n 2 " M i n 5 Roof - Timber Frame Ridge Beam 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. T B D 3 7 9 0 0 1 3 3 W W I I L L L L I I A A M M G G J J E E R R S S E E E E AA--110066 PRINT DATE. 22//1199//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 . 1 6 0 0 5 9 0 O L Y M P U S B L V D 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 REQUIREMENTS FOOTNOTES 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 = SECOND 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"x30" ATTIC ACCESS BETWEEN TRUSSES 4 . TRUSS COMPANY TO PROVIDE STRUCTURAL PARALLEL CHORD END TRUSS 5 . 3-1/2" X 9" GLB RAFTER 6 . 5-1/2" X 12" GLB RIDGE BEAM 7 . ATTACH RAFTERS TO RIDGE BEAM PER DETAIL 2/A-106 8 . HANG RIDGE BEAM FROM TRUSS USING SIMPSON HGUS5.25/12 - VERIFY WITH TRUSS MFR THAT LOADS ARE TRANSFERRED TO EDGES OF WINDOWS DIRECTLY BELOW 9 . TRUSS COMPANY TO PROVIDE ADDITIONAL BLOCKING AT TRUSS END TO ALLOW FOR BEAM TO HANG FROM TRUSS 10 . ATTACH 5-1/2" X 6" GLB CENTER POST TO RIDGE BEAM PER DETAIL 4/A-106 11 . 2X T&G CEILING PER DETAIL 3/A-106 12 . 5-1/2" X 9" GLB RIDGE BEAM 13 . 5-1/2" X 9" GLB RAFTER 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)