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Cornelison 22x34 20230725 StampedSHEET CONTENTS:REVISION TABLE:SHEET NUMBER:DATE:ONLINE 3D VIEW:PROJECT:DESIGNER:© COPYRIGHT OF HIGH-TECH BUILDING AND DESIGN, INC. 2022OFFICE:8270 28TH CT NE, STE #201LACEY, WA 98516MAILING:625 ACORN CT SEOLYMPIA, WA 98503TEL: 360-545-3370WWW.HIGHTECHBUILDING.NETPROJECT INFORMATION SHEET INDEXCODE COMPLIANCEPERMITTING CONTACTSTRUCTURAL ENGINEER CONTACTDESIGNER CONTACTOWNER CONTACT PROJECT SQUARE FOOTAGE LEGAL NOTES OWNERSHIP AND USE OF PLANS: THESE DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF HIGH-TECH BUILDING AND DESIGN. USE OF ANY PART OF THE PLANS BY ANY PARTY OTHER THAN HIGH-TECH BUILDING AND DESIGN, EXCEPT ON LOAN TO CUSTOMER, ENGINEERS, SUBCONTRACTORS, VENDORS, CONSULTANTS AND SUPPLIERS OR ANYONE ELSE NECESSARY TO ASSIST HIGH-TECH BUILDING AND DESIGN IN THE CONSTRUCTION OF THESE PLANS, IS STRICTLY PROHIBITED. THESE PLANS ARE NOT TO BE REUSED OR COPIED, IN WHOLE OR IN PART, WITHOUT WRITTEN PERMISSION FROM HIGH-TECH BUILDING AND DESIGN WHICH RETAINS COPYRIGHTS TO AND OWNERSHIP OF THE PLANS. UNAUTHORIZED USE OR COPYING OF THESE PLANS, OR THE DESIGN THEY DEPICT, INFRINGES RIGHTS UNDER THE COPYRIGHT ACT, INFRINGERS FACE LIABILITIES THAT INCLUDE PENALTIES OF UP TO $30,000 PER WORK INFRINGED, AND UP TO $150,000 PER WORK INFRINGED IF COMMITTED WILLFULLY. FOR MORE INFORMATION ON THE LAWS THAT PROTECT THESE DOCUMENTS VISIT WWW.COPYRIGHT.GOV NATIONAL CODES: 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) 2018 INTERNATIONAL BUILDING CODE (IBC) 2018 UNIFORM PLUMBING CODE (UPC) 2018 INTERNATIONAL MECHANICAL CODE (IMC) 2018 INTERNATIONAL FIRE CODE (IFC) 2018 WASHINGTON STATE ENERGY CODE STATE CODES: WAC 51-50 WA STATE BUILDING CODE (IBC) WAC 51-51 WA STATE BUILDING CODE (IRC) WAC 51-52 WA STATE MECHANICAL CODE (IMC) WAC 51-54A WA STATE FIRE CODE (IFC) WAC 51-56 WA STATE PLUMBING CODE & STANDARDS (UPC) WAC 51-11 WA STATE ENERGY CODE (WSEC) WAC 296-46B ELECTRICAL SAFETY STANDARDS, ADMINISTRATION, AND INSTALLATION RANDALL N. THOMPSON, P.E. THOMPSON ENGINEERING, INC 541 JORDAN LN RICHLAND, WA 99352 BUSINESS: 509-987-1599 RTHOMPSONENGINEERING@YAHOO.COM HIGH-TECH BUILDING AND DESIGN OFFICE ADDRESS: 8270 28TH CT NE SUITE #201 LACEY, WA 98516 MAILING ADDRESS: 625 ACORN CT SE OLYMPIA, WA 98503 BUSINESS: 360-545-3370 WWW.HIGHTECHBUILDING.NET THIS IS AN ARTISTIC RENDERING. COMPLETED STRUCTURE AND ACTUAL SITE CONDITIONS MAY DIFFER FROM THOSE DEPICTED. ADDRESS: PARCEL #: JURISDICTION: ZONING: SITE AREA: CLEARING/GRADING: PROPOSED USE: OCCUPANCY: SOIL TYPE: SETBACKS: CONSTRUCTION TYPE: NUMBER OF STORIES: MAX HEIGHT: BUILDING HEIGHT:CORNELISON15491 107TH LOOP SEYELM, WA 98597PARCEL #: 81580000200PERMIT SETCHAD SCHROEDER07-03-2023COVER SHEETA-00115491 107TH LOOP SE YELM, WA 98597 81580000200 CITY OF YELM R-4 11452 SF 0 SF SINGLE FAMILY RESIDENCE R-3 110 - KITSAP (B) - - F: 15' S: 5' R: 25' V-B 2 35'-0" 26'-6 7/8" CORNELISON SARAH CORNELISON 15491 107TH LOOP SE YELM, WA 98597 CITY OF YELM PLANNING & BUILDING DIVISION 901 RHOTON ROAD NW YELM, WA 98579 PHONE: 360-400-5003 A-001 COVER SHEET A-101 1ST FLOOR PLAN A-102 2ND FLOOR PLAN A-201 ELEVATIONS A-301 CROSS SECTIONS S-001 STRUCTURAL NOTES S-101 FOUNDATION/1ST FLOOR STRUCTURAL S-102 2ND FLOOR/LOWER ROOF FRAMING/STRUCTURAL S-103 UPPER ROOF FRAMING PROPOSED 1ST FLOOR LIVING 993 SF 2ND FLOOR LIVING 1343 SF 2336 SF GARAGE 479 SF 479 SF TOTAL 2815 SF EXISTING 1ST FLOOR LIVING 993 SF 2ND FLOOR LIVING 790 SF 1783 SF GARAGE 479 SF 479 SF TOTAL 2262 SF IMPERVIOUS AREA SCHEDULE NAME AREA PERCENT EXISTING RESIDENCE (TO BE REMODELED) 1695 SF 14.80% EXISTING SHED 624 SF 5.45% EXISTING DRIVEWAY 433 SF 3.78% EXISTING SIDEWALK 289 SF 2.52% EXISTING SLAB 297 SF 2.59% TOTAL 3338 SF 29.15%NUMDATEBYDESCRIPTION UP CC A-301 CC A-301 AA A-301 AA A-301 BB A-301 BB A-301 21'-6"15'-0"43'-0"6'-6"36'-6"20'-5 1/2"3'-0"6'-11"11'-8 1/2"4'-5"2'-6"3'-8"9"6'-11"6'-1 1/4"7'-6 3/4" 6'-11"6'-8"3'-10"3'-2" 2'-8"16'-2"2'-8"7'-0" GD01-16070 5050OX 5050OXD02-5068 4036OX 2868 2668 3368 2068 2468 7'-4 1/2"4'-0"24'-2 1/2"3'-6"4'-0"6'-0"5'-2"17'-10"16'-9 1/2"5'-0"14'-8 1/2"43'-0"36'-6" 5'-0"3'-0" 3'-4"3'-0 1/2" 20'-6 1/2"15'-0"35'-7"14'-6 1/2" 20'-7" GREAT ROOM101 KITCHEN/DINING102 MUDROOM103 POWDER104 GARAGE105 D01-30682468CO/SD SINK GAS RANGEDW REF DRYER WASHER TOILET SINKB27B27B15LCB36 SB36 B15 B15 U242484 W3630W1830 W3930W2730W2730W3030B24 B24 ELEC WH HEAT PUMP AIR HANDLER 50 CFM EXHAUST RISE: 7 13/16" RUN: 10 1/4" PORCH 4'-0"RANGE HOODDHP OUTDOOR UNIT22X30 CRAWL ACCESS FOUNDATION - 8" CONCRETE EXTERIOR 2X6 EXTERIOR 2X4 INTERIOR 2X6 INTERIOR 2X4 WALL LEGEND 3'-6"4'-0"6'-1"5'-0"7'-1 1/2"6'-0"4'-9 1/2" 36'-6"43'-0"6'-6"14'-8 1/2"5'-0"16'-9 1/2"43'-0"21'-6"2 1/4"3'-2"3'-7 3/4"5'-0"3'-0" 21'-6"15'-0" 36'-6" 20'-6 1/2"15'-0"20'-5 1/2"3'-0"6'-11"11'-8"20'-7" 14'-6 1/2"22'-0 3/4"13'-6 1/4"3'-9 1/2"1'-0 1/2"9'-8 1/2"1'-2"10 1/2"18'-4 11/16"5'-9 13/16"4'-0"7'-4 1/2"6'-11"3'-11"2'-9" 5'-9 3/4"7'-7" 6'-8"3'-3"3'-5 3/4"4'-5"2'-6"3'-9"KITCHENE103 MUDROOME104POWDERE105 DININGE102 LIVINGE101 GARAGEE106 GD01-16070 3068 5050OX5050OX4036OX 26682068 246824683368 41066 5030PW 2868 HEAT PUMP OUTDOOR UNIT 22X30 CRAWL ACCESS TOILET SINK WASHER DRYERGAS RANGESINK DW REFB27B27W2730W2730W3030B15W3930LCB36 W1830 SB36 B15B15 W3630 B24B24 ELEC WH HEAT PUMP AIR HANDLER 50 CFM EXHAUST RISE: 7 13/16" RUN: 10 1/4"4'-0"PORCH HOSE BIB HOSE BIB HOSE BIB SHEET CONTENTS:REVISION TABLE:SHEET NUMBER:DATE:ONLINE 3D VIEW:PROJECT:DESIGNER:© COPYRIGHT OF HIGH-TECH BUILDING AND DESIGN, INC. 2022OFFICE:8270 28TH CT NE, STE #201LACEY, WA 98516MAILING:625 ACORN CT SEOLYMPIA, WA 98503TEL: 360-545-3370WWW.HIGHTECHBUILDING.NETCORNELISON15491 107TH LOOP SEYELM, WA 98597PARCEL #: 81580000200PERMIT SETCHAD SCHROEDER07-03-20231ST FLOOR PLANA-101 1/4" = 1'-0"21ST FLOOR PROPOSED ROOM SCHEDULE ROOM NAME PLATE HT CEILING FLOOR FINISH AREA 101 GREAT ROOM 9'-4 5/8"FLAT LVP 515 SF 102 KITCHEN/DINING 8'-1 1/8"FLAT LVP 313 SF 103 MUDROOM 8'-1 1/8"FLAT LVP 47 SF 104 POWDER 8'-1 1/8"FLAT LVP 27 SF 105 GARAGE 9'-1 3/4"FLAT CONCRETE 451 SF 201 HALL 8'-1 1/8"FLAT LVP 131 SF 202 BEDROOM 8'-1 1/8"FLAT LVP 139 SF 203 WALK-IN CLOSET 8'-1 1/8"FLAT LVP 81 SF 204 BATH 8'-1 1/8"FLAT LVP 71 SF 205 BEDROOM 8'-1 1/8"FLAT LVP 183 SF 206 WALK-IN CLOSET 8'-1 1/8"FLAT LVP 45 SF 207 BATH 8'-1 1/8"FLAT LVP 49 SF 208 BEDROOM 8'-1 1/8"FLAT LVP 336 SF 209 BATH 8'-1 1/8"FLAT LVP 71 SF 210 WALK-IN CLOSET 8'-1 1/8"FLAT LVP 97 SF DOOR SCHEDULE NUM SIZE DESCRIPTION ROOM NAME U-VALUE AREA D01 3068 HALF GLASS HINGED DOOR GREAT ROOM 0.24 20 SF D02 5068 FRENCH DOOR KITCHEN/DINING 0.29 33 SF 2 53 SF D03 2668 HINGED DOOR HALL/BEDROOM 17 SF D04 2668 HINGED DOOR BEDROOM/WALK-IN CLOSET 17 SF D05 2668 HALF GLASS POCKET DOOR BATH/BEDROOM 17 SF D06 2668 HALF GLASS POCKET DOOR WALK-IN CLOSET/BATH 17 SF D07 2668 HALF GLASS POCKET DOOR BATH/BEDROOM 17 SF D08 2668 HINGED DOOR HALL/BEDROOM 17 SF D09 2668 HINGED DOOR HALL/BEDROOM 17 SF D10 2668 HALF GLASS POCKET DOOR BEDROOM/WALK-IN CLOSET 17 SF D11 2668 HALF GLASS POCKET DOOR BEDROOM/BATH 17 SF 9 150 SF TOTAL: 11 203 SF WINDOW SCHEDULE NUMSIZETYPEQTYTOPBOTTOMDESCRIPTIONEGRESSTEMPEREDU-VALUEAREA W012040SH16'-8"2'-8"SINGLE HUNG0.24 8 SF W022040SH26'-8"2'-8"SINGLE HUNGYes0.2416 SF W034040OX26'-8"2'-8"HORIZONTAL SLIDING0.2432 SF W044040OX16'-8"2'-8"HORIZONTAL SLIDINGYes0.2416 SF TOTAL: 672 SF PRESCRIPTIVE ENERGY CODE COMPLIANCE 553 SQ FT ADDITION = SMALL DWELLING UNIT 3 CREDITS REQUIRED SELECTED ENERGY CREDITS (HEATING OPTION): 2 (1.0 CREDIT) - HEAT PUMP. SELECTED ENERGY CREDITS (ENERGY OPTIONS): 3.6 (2.0 CREDITs) - DUCTLESS SPLIT SYSTEM HEAT PUMPS WITH NO ELECTRIC RESISTANCE HEATING IN THE PRIMARY LIVING AREAS. A DUCTLESS HEAT PUMP SYSTEM WITH A MINIMUM HSPF OF 10 SHALL BE SIZED AND INSTALLED TO PROVIDE HEAT TO ENTIRE DWELLING UNIT AT THE DESIGN OUTDOOR AIR TEMPERATURE. 1/4" = 1'-0"11ST FLOOR EXISTING NUMDATEBYDESCRIPTION DN DN CC A-301 CC A-301 AA A-301 AA A-301 BB A-301 BB A-301 36'-6"36'-6"36'-6" 5'-0"15'-7"9'-0"5'-0"1'-0"11'-4"14'-9"10'-0"10'-4"14'-5"5'-0"4'-8"7'-9"3'-2"3'-5"9'-11"11'-5"6'-2"23'-7"12'-0"9'-0"3'-0"13'-1"7'-6"15'-0" 21'-6"15'-0" 2'-10"2'-0"5'-11"5'-0"20'-9"4'-0"2'-0"10'-3"4'-0"8'-3"4'-0"4'-0"3'-6"4'-0"6'-6"4'-0"3'-6"5'-6"4'-0"5'-6"20'-9"2'-0"14'-3"6'-0" BEDROOM208 WALK-IN CLOSET210 BATH209 HALL201 BEDROOM202 WALK-IN CLOSET203 BATH204 WALK-IN CLOSET206 BEDROOM205 BATH207 37'-0"D06-2668D07-2668 D08-2668D09-2668 D10-2668D11-2668 W01-2040SH TEMPEREDW02-2040SHTEMPEREDW02-2040SHEGRESS 5040OX W03-4040OXW03-4040OXEGRESS W04-4040OX 4040OX EGRESS 4040OX D03-2668 D04-2668D05-2668CO/SD CO/SD CO/SD CO/SD TOILET SINK 60X36 SHOWER 60X36 SHOWER TOILET SINK 60X36 SHOWER TOILET SINK RISE: 7 13/16" RUN: 10 1/4" 50 CFM EXHAUST 50 CFM EXHAUST 50 CFM EXHAUST 36" TALL HALF WALL NOTE: ALL GUARD HEIGHTS SHALL BE 36" OR GREATER. ALL GUARDS SHALL NOT HAVE ANY OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4" IN DIAMETER. TOP RAILS TO RESIST A SINGLE CONCENTRATED LOAD OF 200 LBS APPLIED IN ANY DIRECTION. 22X30 ATTIC ACCESS DHP INDOOR UNIT FRESH AIR 10'-9"5'-0"5'-9"37'-0"3'-6"4'-0"6'-6"4'-0"3'-6" 21'-6"37'-0"21'-6" 5'-0"14'-10"2'-11 1/2"8'-3 1/2"10'-0"10'-1 1/2"12'-5"2'-4"9'-11"11'-5"5'-0"5'-1 1/2"3'-5"7'-0 1/2"11'-0 1/2"14'-5 1/2"3'-4"1'-8"15'-7" 4'-1"7'-9"3'-5 1/2"10'-7 1/2"14'-1 1/2"HALLE201 BEDROOME202BEDROOME204 CLOSETE205 CLOSETE203 CLOSETE207 BATHE206 BEDROOME208 WALK-IN CLOSETE209 BATHE210 2668 26682468EGRESS 5040OX 4040OX EGRESS 4040OX266820682068266824686068 22X30 ATTIC ACCESS RISE: 7 13/16" RUN: 10 1/4" FOUNDATION - 8" CONCRETE EXTERIOR 2X6 EXTERIOR 2X4 INTERIOR 2X6 INTERIOR 2X4 WALL LEGEND 1/4" = 1'-0"22ND FLOOR PROPOSED SHEET CONTENTS:REVISION TABLE:SHEET NUMBER:DATE:ONLINE 3D VIEW:PROJECT:DESIGNER:© COPYRIGHT OF HIGH-TECH BUILDING AND DESIGN, INC. 2022OFFICE:8270 28TH CT NE, STE #201LACEY, WA 98516MAILING:625 ACORN CT SEOLYMPIA, WA 98503TEL: 360-545-3370WWW.HIGHTECHBUILDING.NETCORNELISON15491 107TH LOOP SEYELM, WA 98597PARCEL #: 81580000200PERMIT SETCHAD SCHROEDER07-03-20232ND FLOOR PLANA-102 1/4" = 1'-0"12ND FLOOR EXISTING ROOM SCHEDULE ROOM NAME PLATE HT CEILING FLOOR FINISH AREA 101 GREAT ROOM 9'-4 5/8"FLAT LVP 515 SF 102 KITCHEN/DINING 8'-1 1/8"FLAT LVP 313 SF 103 MUDROOM 8'-1 1/8"FLAT LVP 47 SF 104 POWDER 8'-1 1/8"FLAT LVP 27 SF 105 GARAGE 9'-1 3/4"FLAT CONCRETE 451 SF 201 HALL 8'-1 1/8"FLAT LVP 131 SF 202 BEDROOM 8'-1 1/8"FLAT LVP 139 SF 203 WALK-IN CLOSET 8'-1 1/8"FLAT LVP 81 SF 204 BATH 8'-1 1/8"FLAT LVP 71 SF 205 BEDROOM 8'-1 1/8"FLAT LVP 183 SF 206 WALK-IN CLOSET 8'-1 1/8"FLAT LVP 45 SF 207 BATH 8'-1 1/8"FLAT LVP 49 SF 208 BEDROOM 8'-1 1/8"FLAT LVP 336 SF 209 BATH 8'-1 1/8"FLAT LVP 71 SF 210 WALK-IN CLOSET 8'-1 1/8"FLAT LVP 97 SF DOOR SCHEDULE NUM SIZE DESCRIPTION ROOM NAME U-VALUE AREA D01 3068 HALF GLASS HINGED DOOR GREAT ROOM 0.24 20 SF D02 5068 FRENCH DOOR KITCHEN/DINING 0.29 33 SF 2 53 SF D03 2668 HINGED DOOR HALL/BEDROOM 17 SF D04 2668 HINGED DOOR BEDROOM/WALK-IN CLOSET 17 SF D05 2668 HALF GLASS POCKET DOOR BATH/BEDROOM 17 SF D06 2668 HALF GLASS POCKET DOOR WALK-IN CLOSET/BATH 17 SF D07 2668 HALF GLASS POCKET DOOR BATH/BEDROOM 17 SF D08 2668 HINGED DOOR HALL/BEDROOM 17 SF D09 2668 HINGED DOOR HALL/BEDROOM 17 SF D10 2668 HALF GLASS POCKET DOOR BEDROOM/WALK-IN CLOSET 17 SF D11 2668 HALF GLASS POCKET DOOR BEDROOM/BATH 17 SF 9 150 SF TOTAL: 11 203 SF WINDOW SCHEDULE NUMSIZETYPEQTYTOPBOTTOMDESCRIPTIONEGRESSTEMPEREDU-VALUEAREA W012040SH16'-8"2'-8"SINGLE HUNG0.24 8 SF W022040SH26'-8"2'-8"SINGLE HUNGYes0.2416 SF W034040OX26'-8"2'-8"HORIZONTAL SLIDING0.2432 SF W044040OX16'-8"2'-8"HORIZONTAL SLIDINGYes0.2416 SF TOTAL: 672 SF PRESCRIPTIVE ENERGY CODE COMPLIANCE 553 SQ FT ADDITION = SMALL DWELLING UNIT 3 CREDITS REQUIRED SELECTED ENERGY CREDITS (HEATING OPTION): 2 (1.0 CREDIT) - HEAT PUMP. SELECTED ENERGY CREDITS (ENERGY OPTIONS): 3.6 (2.0 CREDITs) - DUCTLESS SPLIT SYSTEM HEAT PUMPS WITH NO ELECTRIC RESISTANCE HEATING IN THE PRIMARY LIVING AREAS. A DUCTLESS HEAT PUMP SYSTEM WITH A MINIMUM HSPF OF 10 SHALL BE SIZED AND INSTALLED TO PROVIDE HEAT TO ENTIRE DWELLING UNIT AT THE DESIGN OUTDOOR AIR TEMPERATURE.NUMDATEBYDESCRIPTION FIBER CEMENT BOARD & BATT SIDING 1X6 CEDAR BARGE BOARD 12" OVERHANG12" OVERHANG 5/4X6 CEDAR CORNER BOARDS FIBER CEMENT LAP SIDING CEDARMILL STYLE W/ 7" EXPOSURE 2X8 CEDAR BELLY BAND W/ BEVELED 2X3 CEDAR DRIP EDGE CAP 1X6 CEDAR FASCIA 4" / 12"4" / 1 2 " LIMITED LIFETIME LAMINATE ARCHITECTURAL SHINGLES EGRESS 5040OXW01-2040SH 4036OX D02-5068 1X6 CEDAR FASCIA 1X6 CEDAR BARGE BOARD LIMITED LIFETIME LAMINATE ARCHITECTURAL SHINGLES 12" OVERHANG 12" OVERHANG 12" OVERHANG T1-11 SIDING 5/4X6 CEDAR CORNER BOARDS FIBER CEMENT LAP SIDING CEDARMILL STYLE W/ 7" EXPOSURE 4" / 1 2 "4" / 12"4" / 12 "4" / 12"4" / 12 " W03-4040OX W03-4040OX TEMPERED W02-2040SH 5050OX 4" / 12"DHP OUTDOOR UNIT FIBER CEMENT BOARD & BATT SIDING 1X6 CEDAR FASCIA 1X6 CEDAR BARGE BOARD LIMITED LIFETIME LAMINATE ARCHITECTURAL SHINGLES 12" OVERHANG 12" OVERHANG 12" OVERHANG 12" OVERHANG 2X8 CEDAR BELLY BAND W/ BEVELED 2X3 CEDAR DRIP EDGE CAP FIBER CEMENT LAP SIDING CEDARMILL STYLE W/ 7" EXPOSURE 5/4X6 CEDAR CORNER BOARDS4" / 12"4" / 12"4" / 1 2 " 4" / 12 " 4" / 12 "4" / 1 2 " GD01-16070 EGRESS 4040OX4040OX EGRESS W04-4040OX 5050OX HEAT PUMP OUTDOOR UNIT DHP OUTDOOR UNIT T1-11 SIDING 1X6 CEDAR FASCIA 1X6 CEDAR BARGE BOARD LIMITED LIFETIME LAMINATE ARCHITECTURAL SHINGLES 12" OVERHANG 12" OVERHANG 12" OVERHANG 5/4X6 CEDAR CORNER BOARDS 4" / 1 2 "4" / 12 "4" / 12"4" / 12"TEMPERED W02-2040SH HEAT PUMP OUTDOOR UNIT SHEET CONTENTS:REVISION TABLE:SHEET NUMBER:DATE:ONLINE 3D VIEW:PROJECT:DESIGNER:© COPYRIGHT OF HIGH-TECH BUILDING AND DESIGN, INC. 2022OFFICE:8270 28TH CT NE, STE #201LACEY, WA 98516MAILING:625 ACORN CT SEOLYMPIA, WA 98503TEL: 360-545-3370WWW.HIGHTECHBUILDING.NETCORNELISON15491 107TH LOOP SEYELM, WA 98597PARCEL #: 81580000200PERMIT SETCHAD SCHROEDER07-03-2023ELEVATIONSA-201 1/4" = 1'-0"3SOUTH ELEVATION 1/4" = 1'-0"4WEST ELEVATION 1/4" = 1'-0"1NORTH ELEVATION 1/4" = 1'-0"2EAST ELEVATION NUMDATEBYDESCRIPTION 1ST FLOOR1'-6 5/8" 2ND FLOOR10'-8 3/8" 2ND FLOOR TOP PLATE18'-9 1/2" BB A-301 GRADE LEVEL 0" HIGHEST RIDGE26'-6 7/8" 2ND FLOOR B12'-0" 2ND FLOOR B TOP PLATE20'-1 1/8" PORCH1'-0" EXISTING MFD TRUSS W/ 13.25" BLOWN-IN INSULATION (R-49) EXISTING 2X6 FRAMED WALL W/ 5.5" BATTS (R-21)EXISTING 2X6 FRAMED WALL W/ 5.5" BATTS (R-21) EXISTING 2X4 FRAMED WALL W/ 3.5" BATTS (R-13) EXISTING 2X6 FRAMED WALL W/ 5.5" BATTS (R-21) EXISTING 11 7/8" I-JOISTS W/ 12" BATTS (R-38)8'-1 1/8"8'-1 1/8"9'-1 3/4"6-MIL VAPOR BARRIERNATIVE UNDISTURBED SOIL EXISTING SLAB 1ST FLOOR 1'-6 5/8" 2ND FLOOR10'-8 3/8" 2ND FLOOR TOP PLATE18'-9 1/2" BB A-301 GRADE LEVEL0" HIGHEST RIDGE 26'-6 7/8" 2ND FLOOR B12'-0" 2ND FLOOR B TOP PLATE20'-1 1/8" PORCH1'-0"9'-4 1/2"8'-1 1/8"MFD TRUSS STD HEEL OVERHANG LEFT: 1'-0" OVERHANG RIGHT: 1'-0" EXISTING 2X6 FRAMED WALL W/ 5.5" BATTS (R-21) 2X6 FRAMED WALL W/ 5.5" BATTS (R-21) 2X6 FRAMED WALL W/ 5.5" BATTS (R-21) 2X6 FRAMED WALL W/ 5.5" BATTS (R-21) MFD TRUSS W/ 13.25" BLOWN-IN INSULATION (R-49) EXISTING 11 7/8" I-JOISTS W/ 12" BATTS (R-38) 6-MIL VAPOR BARRIERNATIVE UNDISTURBED SOIL 1ST FLOOR1'-6 5/8" 2ND FLOOR10'-8 3/8" 2ND FLOOR TOP PLATE18'-9 1/2" CC A-301 AA A-301 GRADE LEVEL 0" HIGHEST RIDGE26'-6 7/8" 2ND FLOOR B 12'-0" 2ND FLOOR B TOP PLATE 20'-1 1/8" PORCH1'-0"8'-1 1/8"9'-4 3/4"MFD TRUSS STD HEEL OVERHANG LEFT: 1'-0" OVERHANG RIGHT: 1'-0"EXISTING MFD TRUSS STD HEEL OVERHANG LEFT: 1'-0" OVERHANG RIGHT: 0"8'-1 1/8"8'-1 1/8"8'-1 1/8"8'-1 1/8"EXISTING 2X6 FRAMED WALL W/ 5.5" BATTS (R-21) EXISTING 2X6 FRAMED WALL W/ 5.5" BATTS (R-21) 2X6 FRAMED WALL W/ 5.5" BATTS (R-21) EXISTING 2X6 FRAMED WALL W/ 5.5" BATTS (R-21) EXISTING MFD TRUSS W/ 13.25" BLOWN-IN INSULATION (R-49) EXISTING 11 7/8" I-JOISTS W/ 12" BATTS (R-38) MFD TRUSS W/ 13.25" BLOWN-IN INSULATION (R-49) 2X6 FRAMED WALL W/ 5.5" BATTS (R-21)SHEET CONTENTS:REVISION TABLE:SHEET NUMBER:DATE:ONLINE 3D VIEW:PROJECT:DESIGNER:© COPYRIGHT OF HIGH-TECH BUILDING AND DESIGN, INC. 2022OFFICE:8270 28TH CT NE, STE #201LACEY, WA 98516MAILING:625 ACORN CT SEOLYMPIA, WA 98503TEL: 360-545-3370WWW.HIGHTECHBUILDING.NETCORNELISON15491 107TH LOOP SEYELM, WA 98597PARCEL #: 81580000200PERMIT SETCHAD SCHROEDER07-03-2023CROSS SECTIONSA-301 1/4" = 1'-0"CCCROSS SECTION CC 1/4" = 1'-0"AACROSS SECTION AA 1/4" = 1'-0"BBCROSS SECTION BB NUMDATEBYDESCRIPTION A-35 CLIPS_ @ 32" O.C. NOTE: A -35's NOT REQUIRED IF SHEATHING BUTTS ON RIM & EDGES @ BUTT ARE NAILED PER S.W. SCHEDULE R WALL 's @ 16" O.C. DGE NAILING HEAR WALL SECTION W/ SOLID RIM MEMBER FLOOR/SHEAR WALL CONN A 1/2" = 1'-0" UPPER SHEAR WALL 16d's @ 16" O.C. EDGE NAILING (2) 8d NAILS PER JOIST LOWER SHEAR WALL FLOOR/SHEAR WALL CONN B 1/2" = 1'-0" NEW FLOOR/EXISTING FLOOR CONN 1/2" = 1'-0" OPTIONAL H2.5 PLACEMENT @ 48" O.C. TOP OF TRUSS/BLKG & SIDE OF STUD H2.5 PLACEMENT @ 48" O.C. TRUSS TO BLKG 2X6 BLKG BTWN (SLOT SHEATHING TO PASS) STUDS @ H2.5's HANGERS BY TRUSS MFR W/ LU26's / EDGE NAILING TO 2X VENTED BLKS7 2X4 FLAT BLKG BTWN TRUSSES BEAM (SEE PLAN) A35 CLIPS @ EA TRUSS 8d's @ INTO 2X LEDGER/WALL 6" O.C. H1 CLIPS EA TRUSS (PLACE BEFORE BLKG) ROOF/PORCH SOFFIT SHEAR TRANSFER 1/2" = 1'-0" TRUSSES @ 24" O.C. ROOF SHEATHING EDGE NAILING VENTED 2X BLKG. SIMPSON H1 CLIPS @ 24" O.C. OR SDWC15600 BRG / SHEAR WALL OR BEAM (SEE PLAN) TRUSS - WALL CONN 1/2" = 1'-0" 2X4 OUTLOOKS @ 48" O.C. (2) 10d's PER - SIMPSON A35 CLIPS @ 48" O.C. NOTE: ONLY FOR GABLE SHEATHING_ THAT DOES NOT OVERLAP AND EDGE NAIL TO WALL PLATES END TRUSS - WALL CONN 1/2" = 1'-0" SHEATHING NAILING TRIM 1'-6" MAX 2X FLY RAFTER EDGE NAILING GABLE TRUSS SHEATHING JOINT TO OVERLAP TOP PLATES 1 1/2" MINIMUM OVER FRAMING A34 CLIP EACH RAFTER RAFTERS 2X8 NAILER PLT. W/ (4) 16d's PER RAFER/TRUSS TRUSSES @ 24" O.C. OVER -FRAMED RAFTERS: 10' SPAN OR LESS = 2X6's @ 24" O.C. OVER 10' SPAN TO 12'-6" SPANS = (2) 2X6's @ 24" O.C. OVER 12'-6" SPAN TO 14'-6" SPANS = (3) 2X6's @ 24" O.C. OPTION: #2 D.F. 2X12's MAX SPAN = 17'-6" OVERFRAMING RAFTERS - ROOF CONN 1/2" = 1'-0" OPTIONAL VENTED 8d's @ 6" O.C. INTO RIDGE CAP 2X BLKG EAC SIDE OF RIDGE 2X BLKG BTWN RAFTERS (4) 8d's TOED PER #8 X 3" SCREWS @ 48" O.C. 2X RAFTERS SEAT -CUT GLB RIDGE BEAM SEE PLAN 2X RAFTER - RIDGE BEAM CONN 1/2" = 1'-0" TYPICAL SHEAR WALL NOTES CONVENTIONAL FRAMED WALLS: All wall sheathing shall be 15/32" CDX plywood, 7/16" OSB (with studs at 16" o.c.), or as called out below, with exterior exposure glue and span rated "SR 24/0" or better. (5/8" T1-11 siding is an acceptable substitution except where 5/8" or thicker sheathing is specifically called out in the schedule below). Sheathing may be installed either horizontally or vertically. All nails shall be per table below. Nail size and spacing at all sheathing edges shall be as required in shear -wall schedule below. Nail Type 10d's @ 6" O.C. Length SIMPSON DTT2Z 0.113 @ 48" O.C. W/ EXISTING WALL 1/2"0 X 4" 3" LAG BOLT EXISTING 3 1/4" FLOOR JOIST 0.131 SEE PLANS 10d common 0.148 0 Load = 25 PSF (Snow) PW WEB FILLER to @ DTT2Z all edges I -JOISTS P.T. PLAT IU HANGERS LLU HU<WU LU 1 1/8" X 11 7/8" = 380 plf. VERSA STRAND RIM EXISTING WALL Dead NEW FLOOR/EXISTING FLOOR CONN 1/2" = 1'-0" OPTIONAL H2.5 PLACEMENT @ 48" O.C. TOP OF TRUSS/BLKG & SIDE OF STUD H2.5 PLACEMENT @ 48" O.C. TRUSS TO BLKG 2X6 BLKG BTWN (SLOT SHEATHING TO PASS) STUDS @ H2.5's HANGERS BY TRUSS MFR W/ LU26's / EDGE NAILING TO 2X VENTED BLKS7 2X4 FLAT BLKG BTWN TRUSSES BEAM (SEE PLAN) A35 CLIPS @ EA TRUSS 8d's @ INTO 2X LEDGER/WALL 6" O.C. H1 CLIPS EA TRUSS (PLACE BEFORE BLKG) ROOF/PORCH SOFFIT SHEAR TRANSFER 1/2" = 1'-0" TRUSSES @ 24" O.C. ROOF SHEATHING EDGE NAILING VENTED 2X BLKG. SIMPSON H1 CLIPS @ 24" O.C. OR SDWC15600 BRG / SHEAR WALL OR BEAM (SEE PLAN) TRUSS - WALL CONN 1/2" = 1'-0" 2X4 OUTLOOKS @ 48" O.C. (2) 10d's PER - SIMPSON A35 CLIPS @ 48" O.C. NOTE: ONLY FOR GABLE SHEATHING_ THAT DOES NOT OVERLAP AND EDGE NAIL TO WALL PLATES END TRUSS - WALL CONN 1/2" = 1'-0" SHEATHING NAILING TRIM 1'-6" MAX 2X FLY RAFTER EDGE NAILING GABLE TRUSS SHEATHING JOINT TO OVERLAP TOP PLATES 1 1/2" MINIMUM OVER FRAMING A34 CLIP EACH RAFTER RAFTERS 2X8 NAILER PLT. W/ (4) 16d's PER RAFER/TRUSS TRUSSES @ 24" O.C. OVER -FRAMED RAFTERS: 10' SPAN OR LESS = 2X6's @ 24" O.C. OVER 10' SPAN TO 12'-6" SPANS = (2) 2X6's @ 24" O.C. OVER 12'-6" SPAN TO 14'-6" SPANS = (3) 2X6's @ 24" O.C. OPTION: #2 D.F. 2X12's MAX SPAN = 17'-6" OVERFRAMING RAFTERS - ROOF CONN 1/2" = 1'-0" OPTIONAL VENTED 8d's @ 6" O.C. INTO RIDGE CAP 2X BLKG EAC SIDE OF RIDGE 2X BLKG BTWN RAFTERS (4) 8d's TOED PER #8 X 3" SCREWS @ 48" O.C. 2X RAFTERS SEAT -CUT GLB RIDGE BEAM SEE PLAN 2X RAFTER - RIDGE BEAM CONN 1/2" = 1'-0" TYPICAL SHEAR WALL NOTES CONVENTIONAL FRAMED WALLS: All wall sheathing shall be 15/32" CDX plywood, 7/16" OSB (with studs at 16" o.c.), or as called out below, with exterior exposure glue and span rated "SR 24/0" or better. (5/8" T1-11 siding is an acceptable substitution except where 5/8" or thicker sheathing is specifically called out in the schedule below). Sheathing may be installed either horizontally or vertically. All nails shall be per table below. Nail size and spacing at all sheathing edges shall be as required in shear -wall schedule below. Nail Type Diameter (inches) Length 8d box 0.113 2 1/2" 10d box 0.128 3" 16d sinker 0.148 3 1/4" 8d common 0.131 2 1/2" 10d common 0.148 3" ALL SHEARWALL FRAMING LUMBER SHALL BE DOUG -FIR SPECIES MATERIAL. STRUCTURAL NOTES CONTRACTOR, OWNER, AND FRAMER ARE TO THOROUGHLY REVIEW THESE DOCUMENTS AND THEIR RELATIONSHIP TO THE ARCHITECTURAL PLANS. IF THERE ARE ANY QUESTIONS, OR DISCREPANCIES ABOUT THE NOTES, DETAILS, OR PLANS, CONTACT THE ENGINEER OF RECORD AT THOMPSON ENGINEERING (360) 918-8079. These structural notes supplement the drawings. Any discrepancy found among the drawings, these notes, and the site conditions shall be reported to the Engineer, who shall correct such discrepancy in writing. Any work done by the Contractor after discovery of such discrepancy shall be done at the Contractor's risk. The Contractor shall verify and coordinate the dimensions among all drawings prior to proceeding with any work or fabrication. The Contractor is responsible for all bracing and shoring during construction. All construction shall conform to the applicable portions of the latest edition of the 2018 International Building Code except where noted. Construction Stabilit The design, adequacy and safety of erection bracing, shoring and all temporary supports is the sole responsibility of the Contractor, and has not been considered by the Engineer of Record. The Contractor shall provide the bracing necessary to provide stability to the structure prior to the completed application of the lateral resisting system. During construction, the Contractor shall keep loads within the design roof and CONVENTIONAL SHEAR -WALL SCHEDULE floor load limits indicated below. All floor systems shall be blocked below member that holdowns are attached to. This block shall be equal to or larger than the member the holdown is attached to and be placed as a "squash block". All double OR triple studs (ALLOWED PER HOLDOWN SCHEDULE BELOW) shall be nailed together with (2) rows 10d's staggered at 4" on center each row for each layer. LTTP2 attaches to existing concrete foundation with a 5/8" diameter threaded rod 7" minimum into concrete and secured with Simpson AT epoxy, or equivalent. LTTP2 attaches to double 2X studs with (12) 16d SINKER nails to wall above. HTT5 attaches to existing concrete foundation with a 5/8" diameter threaded rod 14" minimum into concrete and secured with Simpson AT epoxy, or equivalent. HTT5 attaches to double 2X studs with (26) 16d SINKER nails to wall above. 7/16" OSB sheathing nailed with 8d box at 6" on center all edges Design Criteria: THROUGH FLOOR 1 = 260 plf. Z O STUD @ STRAP TYP z kD w�D wmrZ m NOTE: f— 1. Live Load = 25 PSF (Snow) a to 7/16" OSB sheathing nailed with 8d box at 4" on center all edges Hz3HZiZ3 P.T. PLAT 40 PSF (Floors) LLU HU<WU LU 2 = 380 plf. FLOOR SYSTEM 2. Dead Load 15 PSF (Roofs) ANCHOR BOLT - SEE PLAN Z 0 J H N J tp FOR SIZE & SPACING 1 m O F = = 12 PSF (Floors) - (2) 1/2" 0 "HILTI" 7/16" OSB sheathing nailed with 8d box at 2" on center all edges. Use 3X QUICK BOLTS W/ FOOTING & CONCRETE = 10 PSF (Partition Load) 3 1/2" MIN EMBEDMENT STEM WALL (MINIMUM nominal thickness) material for framing members receiving edge z W 10 PSF (Wood Walls a nailing from abutting vertical panel edges = 599 plf. NOTE: - 150 PCF (Concrete) m ON EITHER SIDE OF STEM WALL 3. Wind : 2018 IBC I► ADDITIONAL SHEAR WALL NOTES: H A. Basic wind speed = 110 mph ern • Blocking is required at all edges of sheathing. Sheathing edge nailing J LU B. Ultimate design wind speed = 85 mph (3 -sec gust) H is required at all holdown posts. a Z C. Risk category = II W • Intermediate framing is to be minimum 2x members with nailing at 12" DC D. Exposure category = "B" a on center. Ot E. Internal pressure coefficient = +0.55/-0.55 W u Double 2x studs nailed together (per note above) may be used in place 4. Earthquake: 2018 IBC a of a single 3x stud, unless other wise required in holdown schedule A. Risk category = II a below. w B. Importance factor = 1.0 2 C. Spectral response acceleration parameter Ss = 1.285g m � LL 0 D. Spectral response acceleration parameter S1 = 0.465g F_ E. Site classification = "D" HOLDOWN SCHEDULE H F. Spectral response acceleration parameter Sds = 1.028g G. Spectral response acceleration parameter Sd1 = null Hold-downs shall be Simpson "Strong Tie" and shall be installed per the manufacturer's H. Seismic design category = D2 recommendation. I. Design base shears = 79.626 kips Z 3. Seismic response coefficient CS = 0.127 All floor systems shall be blocked below member that holdowns are attached to. This block shall be equal to or larger than the member the holdown is attached to and be placed as a "squash block". All double OR triple studs (ALLOWED PER HOLDOWN SCHEDULE BELOW) shall be nailed together with (2) rows 10d's staggered at 4" on center each row for each layer. LTTP2 attaches to existing concrete foundation with a 5/8" diameter threaded rod 7" minimum into concrete and secured with Simpson AT epoxy, or equivalent. LTTP2 attaches to double 2X studs with (12) 16d SINKER nails to wall above. HTT5 attaches to existing concrete foundation with a 5/8" diameter threaded rod 14" minimum into concrete and secured with Simpson AT epoxy, or equivalent. HTT5 attaches to double 2X studs with (26) 16d SINKER nails to wall above. MST STRAP HOLDOWN 1/2" = 1'-0" K. Response modificationfactor = 6.5 L. Basic force resisting system = bearing walls -"K" M. Design procedure = Simplified analysis 5. Soil = 1500 PSF, Assumed Bearing Capacity Carpentry: 1. The general construction requirements of section 2304 of the I.B.C. shall apply. 2. Structural 4X framing shall be #2 Doug -Fir. 3. 6X columns/beams/headers shall be #1 Doug -Fir. 4. 2X rafters/joists shall be #2 Douglas -fir, kiln dried, and stored in a dry area prior to installation. 5. Floor joists/trusses shall be by Trus -joist, Boise Cascade, Louisiana Pacific, or other approved manufacturer. 6. Roof trusses shall be by a pre -approved manufacturer and constructed according to the specifications of the Truss Plate Institute. Contractor and Truss Manufacturer are responsible for all bracing of the trusses including end wall bracing and all other bracing between the building and the trusses unless specifically shown otherwise on the drawings. Girder trusses shall have a minimum of bearing studs equal to the number of plies of girder truss. All girder trusses shall have LGT ties each end of truss that matches the number of plies in truss unless otherwise noted in plans or truss package. 7. Manufactured beams/columns (PSL/LVL) shall have the following properties: (Fb = 2,800 psi) (Fv = 285 psi) (E = 2,000,000 psi) (Fcl = 650 psi) 8. Floor sheathing shall be %" T & G. Sheathing at floors shall be laid with face grain perpendicular to supports and end joints staggered 4'-0" on center. Provide 1/8" space between panel edges as required by sheathing Manufacturer's. Floor sheathing shall be nailed with 10d box nails at 6" o.c. edges and 10" o.c. in the field unless otherwise noted on the drawings. 9. Roof sheathing shall be %" CDX, or 7/16" OSB. Sheathing at roofs shall be laid with face grain perpendicular to supports and end joints staggered 4'-0" on center. Provide 1/8" space between panel edges as required by sheathing Manufacturer's. Roof sheathing shall be nailed with 8d box nails at 6" o.c. edges and 12" o.c. in the field unless otherwise noted on the drawings. NOTE: Contractor is responsible for aligning solid blocking/posts directly below all imposing point load locations above at floor framing. Where additional posts are called out at beam lines the Contractor is responsible for installing matching solid blocking/posts between the top of the floor beam and the underside of the floor sheathing at the load locations above. CAUTION PLACE TRUSSES PER MANUFACTURER'S RECOMMENDATIONS. BRACE PER RECOMMENDATIONS. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING REQUIRED DURING PLACEMENT OF TRUSSES. CONTRACTOR IS REQUIRED TO FIELD VERIFY ALL CONDITIONS AND ALL ELEVATIONS. THOMPSON ENGINEERING, INC. 541 JORDAN LN RICHLAND, WA 99352 PHONE: 509-987-1599 PROJECT NAME PROJECT #23-129 NUU m MST48 STRAP H Z CC W ca E THROUGH FLOOR DBL 2X6 OR 4X6 = r Z O STUD @ STRAP TYP z kD w�D wmrZ m NOTE: f— a SLOT SHEATHING FOR STRAP W ZV' a to N Hz3HZiZ3 P.T. PLAT (' LLU HU<WU LU H v O FLOOR SYSTEM (SEE PLAN) ANCHOR BOLT - SEE PLAN Z 0 J H N J tp FOR SIZE & SPACING 1 m O F = - - (2) 1/2" 0 "HILTI" QUICK BOLTS W/ FOOTING & CONCRETE 3 1/2" MIN EMBEDMENT STEM WALL z W a NOTE: - STRAP CAN BE INSTALLED m ON EITHER SIDE OF STEM WALL Ip V0 1 @ OWNER'S OPTION MST STRAP HOLDOWN 1/2" = 1'-0" K. Response modificationfactor = 6.5 L. Basic force resisting system = bearing walls -"K" M. Design procedure = Simplified analysis 5. Soil = 1500 PSF, Assumed Bearing Capacity Carpentry: 1. The general construction requirements of section 2304 of the I.B.C. shall apply. 2. Structural 4X framing shall be #2 Doug -Fir. 3. 6X columns/beams/headers shall be #1 Doug -Fir. 4. 2X rafters/joists shall be #2 Douglas -fir, kiln dried, and stored in a dry area prior to installation. 5. Floor joists/trusses shall be by Trus -joist, Boise Cascade, Louisiana Pacific, or other approved manufacturer. 6. Roof trusses shall be by a pre -approved manufacturer and constructed according to the specifications of the Truss Plate Institute. Contractor and Truss Manufacturer are responsible for all bracing of the trusses including end wall bracing and all other bracing between the building and the trusses unless specifically shown otherwise on the drawings. Girder trusses shall have a minimum of bearing studs equal to the number of plies of girder truss. All girder trusses shall have LGT ties each end of truss that matches the number of plies in truss unless otherwise noted in plans or truss package. 7. Manufactured beams/columns (PSL/LVL) shall have the following properties: (Fb = 2,800 psi) (Fv = 285 psi) (E = 2,000,000 psi) (Fcl = 650 psi) 8. Floor sheathing shall be %" T & G. Sheathing at floors shall be laid with face grain perpendicular to supports and end joints staggered 4'-0" on center. Provide 1/8" space between panel edges as required by sheathing Manufacturer's. Floor sheathing shall be nailed with 10d box nails at 6" o.c. edges and 10" o.c. in the field unless otherwise noted on the drawings. 9. Roof sheathing shall be %" CDX, or 7/16" OSB. Sheathing at roofs shall be laid with face grain perpendicular to supports and end joints staggered 4'-0" on center. Provide 1/8" space between panel edges as required by sheathing Manufacturer's. Roof sheathing shall be nailed with 8d box nails at 6" o.c. edges and 12" o.c. in the field unless otherwise noted on the drawings. NOTE: Contractor is responsible for aligning solid blocking/posts directly below all imposing point load locations above at floor framing. Where additional posts are called out at beam lines the Contractor is responsible for installing matching solid blocking/posts between the top of the floor beam and the underside of the floor sheathing at the load locations above. CAUTION PLACE TRUSSES PER MANUFACTURER'S RECOMMENDATIONS. BRACE PER RECOMMENDATIONS. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING REQUIRED DURING PLACEMENT OF TRUSSES. CONTRACTOR IS REQUIRED TO FIELD VERIFY ALL CONDITIONS AND ALL ELEVATIONS. THOMPSON ENGINEERING, INC. 541 JORDAN LN RICHLAND, WA 99352 PHONE: 509-987-1599 PROJECT NAME PROJECT #23-129 NUU m v1 Hw H H Z CC W ca E z W Q N m Z O J a ? n Z kD w�D wmrZ m ~O W W 2 f— W W _ un W ZV' to =zx Hz3HZiZ3 Z V� z N N WCD kD w�D wmrZ m N O CC �w L/) 00 n �n m 00 ..ern o W ZV' U z =zx Hz3HZiZ3 H LA (' LLU HU<WU LU H v O w a a M~ 2 00 Q N>. Z 0 J H N J tp 1 m O F = H H Ln 00 3 W z W a a m Q Ip V0 1 H I► H halo ern H u LU J LU H3000 n H ~ a Z m W DC r_1 LU a = U Ot O � W u W Ln U a = a J w 2 m � LL 0 F_ H a 0 U Z O H N W } 00 LU F - Q z Z :r0 V� z N N WCD kD w�D wmrZ m N oc w H cH G1 Ln m H CC �w L/) 00 n �n m 00 ..ern o W ZV' U z =zx Hz3HZiZ3 H LA (' LLU HU<WU LU H v O w a a M~ 2 00 Q N>. Z 0 J H N J tp 1 m O F = E3 H Ln 00 3 W z W m a m Q Ip V0 1 CA L r) I► H halo ern H u LU J LU H3000 n H ~ a Z m W DC r_1 LU a = U Ot O � W u W H U a = a c� H 2 LL 0 F_ H a 0 U Z :r0 V� z WCD kD w�D wmrZ oc w H cH G1 Ln m H CC �w L/) 00 n �n m 00 ..ern o W ZV' •• � M U Lr) Lr) m =zx Hz3HZiZ3 H LA (' LLU HU<WU LU W v O w a a M~ 2 00 Q N>. T—la=.J J H N J tp 1 m O F = E3 m 3 N 3 00 3 BB A-301 i CC /AA "44,A-301 A-301 FOUNDATION/1ST FLOOR FRAMING 1/4" = 1'-0" L!Apeftpl31 w- A W m"M Lowl-A HTT5 )R MST48 BB A-301 m , m TYP CC /AA HD A-301 A-301 NEW WALL 5-001 36'-6" 3'-6" 4'-0" 6'-0" 5'-2" 17'-10" oe 4036OX D02-5068 OR MST48 2 (2) 2X6 HDR (2) 2X10 HDR U_ V 20'-7" IF 15'-0" Ln Luc:j� 1- /17 in _ 00 N LTTP2 Li LTTP2 W •• l 01 u Lf1 J O H z m CDm x I m OR MST48 rq OR MST48 "_l\ - v~i Z: p= Q a m w F- Lu Ln o _ a ECCQ66SDS2.5 V 00 Q N J H N J k.00 m , O sr+ POST ABOVE +�` � z > Q m U m U1 - - 00 Z w 2668 3368=b= 2068 - N \ r -I L/) 4X6 BEAM CONCEALED -- W p N W H Lu = m = N ul CRAWLSPACE 3 -4" 3'-0 1/2" 3'-6 1/2" 3'-5 314" W r' u Lu J W H r,.. 3 N X ~ a V � N W .. U N � 6'-4 1/2" a O O rn } - - - w 3'-7 1/2" U 6X6 ABV N a = I\ , 000 0010 , -- Lnrn N 10'-4 1/4" SOLID BLK 2468 4X12 BEAM CONCEALED (2) 2X6 HD -- - - 6 m 0 ECCQ66SDS2.5 =2868--- 1 RISE : 7 13/16" tk PROPOSED 77�� a FPOST ABOVE RUN: 10 1/4" U H 24" X 24" X 7" FTG 5'-9 3/4" U 117'110 1/4" } H N a 0 r -I U z 00 F- V - I I Ln °' J ^ �d o N _ — Lu 00 m ri N z X Z j 1 T� 04 PROPOSEDEXISTING vA H 16" X 16' X 7 " TG 'A 24" X 24" X 8" FTG z x to W — H V1 O n D01-3068 5050OX , W ~ 1(p (2) 2X8 HDR 3 (2) 2X10 HDR - 3 CD F- 7 EXISTING 4X6 BEAM ;o tD I II 6X6 ABV m SOLID BLK m Lu GD01-16070 I— (2) 2X12 HDR z 2'-8" 16'-2" 2'-8" 0" 7'_0" zel t Q 21'-6" '^ 15'-0" 36'-6" i..i - m t 0 W CRAWLSPACE SLAB Z) FRFP —L —L (7� , EXISTING 21'-6" 15'-0" 36'-6" FOUNDATION/1ST FLOOR FRAMING 1/4" = 1'-0" L!Apeftpl31 w- A W m"M Lowl-A HTT5 )R MST48 BB A-301 m , m TYP CC /AA HD A-301 A-301 NEW WALL 5-001 36'-6" 3'-6" 4'-0" 6'-0" 5'-2" 17'-10" LTTP2 17'-10" 4036OX D02-5068 OR MST48 2 (2) 2X6 HDR (2) 2X10 HDR U_ V 20'-7" IF 15'-0" Ln Luc:j� F- /17 in _ 00 N 0 Li w W •• l 01 u Lf1 J O H z m CDm x I m H 3 —i m rq m N - v~i Z: p= Q a m w F- Lu Ln o _ a ECCQ66SDS2.5 V 00 Q N J H N J k.00 m , O sr+ POST ABOVE +�` � z > Q m U m U1 - - 00 Z w 2668 3368=b= 2068 - N \ Hw L/) 4X6 BEAM CONCEALED -- W p N W H Lu = z o = N ul -j0000 3 -4" 3'-0 1/2" 3'-6 1/2" 3'-5 314" W r' u Lu J W H r,.. 3 N X ~ a z � N W .. U rq 6'-4 1/2" a U O rn } - - - w Ln U N a = I\ , 000 0010 , -- Lnrn N — W 2468 4X12 BEAM CONCEALED (2) 2X6 HD -- - - 6 m 0 ECCQ66SDS2.5 =2868--- 1 RISE : 7 13/16" tk H 2 m a FPOST ABOVE RUN: 10 1/4" U H 5'-9 3/4" U 117'110 1/4" } H N a 0 r -I U z m °' O N _ m N 1 T� 04 H EXISTING 5 1/2" X 11 7/8" GLB D01-3068 5050OX , 1(p (2) 2X8 HDR 3 (2) 2X10 HDR - 3 CD I II 4X8 BEAM m Lu GD01-16070 I— (2) 2X12 HDR 2'-8" 16'-2" 2'-8" 0" 7'_0" 5'-0" 3'_0" Q 21'-6" 15'-0" 36'-6" 1ST FLOOR STRUCTURAL 1/411 = 1 '-0'1 LTTP2 OR MST48 TYP. S.W. NAILING & H.D. CALLOUTS - SEE SHEET 5-001 FOR NOTES & SCHEDULES TYP(la ALL EXT WALLS U.O.N. N \ rn SIDE RAKE WALL TO BE CUT DOWN & DBL TOP PLATED TO 9'-4 3/4" TALL WALL --- — --� TYP HD 5-001 HTT5 ' OR MST48 , WALL LEGEND 0 FOUNDATION - 8" CONCRETE ® EXTERIOR 2X6 ® EXTERIOR 2X4 ® INTERIOR 2X6 ® INTERIOR 2X4 z t/1 0 0 o U_ V 0 N N Ln Luc:j� F- x = _ N 0 Li w W •• l 01 u Lf1 J O H z m CDm x I m H 3 —i m • m N - v~i Z: p= Q a m w F- Lu Ln o _ a z V 00 Q N J H N J k.00 m , O B B z A-30 Q m U m W 0 Z w --- — --� TYP HD 5-001 HTT5 ' OR MST48 , WALL LEGEND 0 FOUNDATION - 8" CONCRETE ® EXTERIOR 2X6 ® EXTERIOR 2X4 ® INTERIOR 2X6 ® INTERIOR 2X4 H N z t/1 0 0 o U_ V m F - N w N N Ln Luc:j� F- WlO WmrZ �� viLnmz N 0 Li w W •• l 01 u Lf1 J O H z m W J m H 3 —i m • m F- v~i Z: p= Q a m w F- Lu N o _ a z V 00 Q N J H N J k.00 1 m O \ ~ z H N Q m U 0 W 0 Z w a o Hw L/) m O W p N W H Lu = z o = N ul -j0000 N W H u Lu H N z U_ V m F - N w N N Ln Luc:j� � Z WlO WmrZ �� viLnmz N 0 w ' W •• l 01 u Lf1 J O H z Lrj U z H 3 —i m H p= Q a m w F- Lu — -T o _ a z V 00 Q N J H N J k.00 1 m F- H H N 3 W 0 Z w a o L/) m Q Ip L 1 H I► H -j0000 `^ Lu H u Lu J W H r,.. 3 H 000 H ~ a z � W .. U Lu a U O rn } w Lu U w Ln U a = a J W 2 m 0 LL O H 2 a U H } H a 0 U z O H H W m Lu I— Q 0 Z) —L —L H N z U_ V m F - N w N N Ln Luc:j� � Z WlO WmrZ �� viLnmz N W N Ln m m w ' W •• l 01 u Lf1 J O H z Lrj U z H 3 —i m H p= Q a m w F- Lu — -T o _ a z V 00 Q N J H N J k.00 1 m F- E3 H N 3 W 0 Z w m o L/) m Q Ip L 1 Lit I► H -j0000 `^ Lu H u Lu J W H r,.. 3 H 000 H ~ a z � W DC Lu a U O rn } w Lu U w F- U a = a t� H 2 LL O H 2 U H } a 0 U z U_ V m F - N w Ln Luc:j� � Z WlO WmrZ �� viLnmz W N Ln m m w ' W •• l 01 u Lf1 J O H z Lrj W W Z. Q3 M' z 'r H 3 —i m p= Q a m w F- Lu — -T o _ a V 00 Q N J H N J k.00 1 m F- E3 (s) m 3 N 3 N 3 2ND FLOOR FRAMING ) 2ND FLOOR STRUCTURAL 1/4" = 1'-0" (2 -, 1/411 = 1'-0" WALL LEGEND 0 FOUNDATION - 8" CONCRETE ® EXTERIOR 2X6 ® EXTERIOR 2X4 ® INTERIOR 2X6 ® INTERIOR 2X4 a a F - Ln Z LLN L V m F- N w N N L LnLLJ � Z 1„I,Io� m N F- == W V) Un 00 m W ' U z u Lu W W Q H 3 'r m W =Lu m Ln • m H 3 M z o w a N m au Ln _ O of M H N 1 m O F -z ®00 m 3 N 3 a m u =� a o p a m ~O z Lu 0 H O WLLJ L W H -j0000 Lr) O = LL N u Lu J Lu H3000 r- LA N H H 0 a z .. 4# Z W a a F - Ln Z L V m F- N w N N L LnLLJ � Z 1„I,Io� m N O W V) Un 00 m W ' U z Z W W Q H 3 'r Hz 3 F-1 m H Ln LA CD p= Q z o w a —LLI -T m au Ln _ F- H N 1 m O F- _ ®00 m 3 N 3 W 0 z Lu a o p a m Q Lo 0 H CD H -j0000 Lr) Lu H u Lu J Lu H3000 r- H H 0 a z .. 4# Z W .. U �wJ a = U Om IZIM >M u LJJ V1 U a = a J W m M LL 0 H a (D H } F - a 0 U z O 0 H H W } m W F- M ZD Z a a F - Ln z L V m F- N w N N L LnLLJ � Z 1„I,Io� m N Lu "o WmrZ F -r -i vi inmH W V) Un 00 m W ' U z Z W W Q H 3 'r Hz 3 F-1 m H Ln LA CD p= Q z o w a —LLI -T m au Ln _ H N 1 m O F- _ ®00 m 3 N 3 W 0 z Lu m o p a m Q Lo 0 CD H -j0000 Lr) Lu H u Lu J Lu H3000 r- H H 0 a z .. 4# Z W DC �wJ a = U Om IZIM >M u Lu U a = a t� H LL 0 H (D H } a 0 U O z L V m F- N w L LnLLJ � Z 1„I,Io� Lu "o WmrZ F -r -i vi inmH W V) Un 00 m W ' 00 m W •• m u Lf1 J Z W W Q H 3 'r Hz 3 F-1 m Ln LA CD p= Q o w a —LLI -T m au Ln _ V 00 Q N J H N 1 m O F- _ ®00 m 3 N 3 3 1 UPPER ROOF FRAMING 1/411 = 1'-0" a Q Ln z r' 1 N N N z W H < < w m • W m N HL z LL z W 00 H V) Un m o Q 0 m U z O F- 0 W W z Q H z 3 'f F- H Ww m W W Ln V1 W a = o w< a — —LLJ N F- H N a Q Ln z F- LU N w N N Z LLJ 1„I,Io� m N 0 W 00 H V) Un m o DC W �o ' U z z 0 W W z Q H z 3 'f H F-1 °C m H Ln V1 m LU p= Q z o w< a — —LLJ a _ F- H N 1 m 1 -- -m ®00 (S) 3 N 3 W 0 z LU a o p a m Q LoU')I, H H -j0000 Lr) LU H u LU J H3000 H H a z 4# W .. U �wJ a = U O m } W U W Ln U a = a J W m � LL 0 H a l7 H } a 0 U z O 0 H H W } m W F - Q 0 ZD Z a Q Ln z F- LU N w N N Z LLJ 1„I,Io� m N WlO LU(S) F- .HV) in m W 00 H V) Un m o DC W �o ' U z z 0 W W z Q H z 3 'f H F-1 °C m H Ln V1 m LU p= Q z o w< a — —LLJ a _ T H N 1 m 1 -- -m ®00 (S) 3 N 3 W 0 z LU m o p a m Q LoU')I, H -j0000 Lr) LU H u LU J H3000 H H a z 4# W DC �wJ a = U O m } W U w H U a = a t� H LL 0 H l7 H } a 0 U O z F- LU N w Z LLJ 1„I,Io� WlO LU(S) F- .HV) in m W 00 H V) Un m o DC W �o ' F -m 00.. u W •• 'm Lf1 J z 0 W W z Q H z 3 'f H F-1 °C m Ln V1 m LU p= Q o w< a — —LLJ a _ T V 00 Q N> J H N J k.00 1 m 1 -- -m ®00 (S) 3 N 3 3