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IDAHO-MODEL-2188R# REVISIONS: PLAN: DATE: JOB#: PARCEL # 3/5/19 2188R COREY SJOBOEN 105503 E. BADGER RD. KENNEWICK, WA 99338 (509) 820-3389 1718 S. SPRING VALLEY LN. MERIDIAN, ID 83642 R8048370020 COVER SHEET FLOOR PLAN BUILDING SECTIONS EXTERIOR ELEVATIONS ARCHITECTURAL DETAILS CABINET DETAILS TALL FOUND. WHERE REQ'D ADA DETAILS FOUNDATION PLAN SHEAR WALL PLAN ROOF FRAMING PLAN STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS ELECTRICAL PLAN DOCUMENT SHEET INDEX CS A1 A2 A3 A4, A4-1, A4-2 A5 A6 A7 S1 S2 S3 S4 S5 S6 S7 S8 E1 LATERAL DESIGN CRITERIA AND MINIMUM SITE CONDITIONS INFORMATION BASIC / ULTIMATE WIND SPEED (ASCE 7-10) WIND EXPOSURE FACTOR MINIMUM WIND LOADS (PSF) ABDELOUAHAB (Wahab) Abrous, Ph.D., P.E. HiLine Homes Inc. Design & Engineering Department Washington State License Number: 36110 Oregon State License Number: 81419PE # REVISIONS: PLAN: DATE: JOB#: PARCEL # 3/5/19 2188R COREY SJOBOEN 105503 E. BADGER RD. KENNEWICK, WA 99338 (509) 820-3389 1718 S. SPRING VALLEY LN. MERIDIAN, ID 83642 R8048370020 FIRST FLOOR PLAN 1/8" = 1'-0" PORCH SQ. FT. GARAGE AREA SUMMARY TOTAL FLOOR AREA SQ. FT. SQ. FT. 156 2188 473 56'-0" 6'-0" 6'-0" 44'-0" 65'-61 2" 31'-6 22'-0" 1 6'-0" 6'-0" 2" 9'-61 2" 66'-0" 16'-0" 20'-0" 4'-0" 66'-0" 30'-0" 22'-0" VAULTED DISPLAY SHOWROOM PAN RESTROOM R&S R&S HALL GARAGE 3'-0" 16'-0" 3'-0" 16' x 7' OHD (MTL. NON-INSUL.) 2'-101 11'-1 2" 1 2" 7'-0" 11'-3 1 2" 2'-51 2" 7'-0" 80 610 S.G.D. # REVISIONS: PLAN: DATE: JOB#: PARCEL # 3/5/19 2188R COREY SJOBOEN 105503 E. BADGER RD. KENNEWICK, WA 99338 (509) 820-3389 1718 S. SPRING VALLEY LN. MERIDIAN, ID 83642 R8048370020 SECTION A-A 3/16" = 1'-0" S4 4 TYPICAL FOUNDATION S4 TYPICAL 2 PONYWALL 8'-11 8" 9'-11 8" ROOF SHEATHING REQUIREMENTS MAX. 45 psf Ground Snow Load MAX. 75 psf 7/16" O.S.B. 15/32" O.S.B. 5/8" O.S.B. MAX. 170 psf 23/32" O.S.B. MAX. 205 psf 7/8" O.S.B. MAX. 360 psf DISPLAY SHOWROOM OFFICE OFFICE 4 5 16" HEEL "SIMPSON" HURRICANE TIES H-2.5A UP TO 535# UPLIFT, H-10A UP TO 1015# UPLIFT. 9 1 2" I-JOISTS @ 19.2" O.C. R-49 INSULATION RIDGE VENTING MIN. ROOF MATERIALS: COMPOSITON SHINGLES CLASS 'B' 15 # FELT OVER APA RATED 24/16 SHEATHING. ROOF TRUSSES 24" O.C. SCISSOR TRUSSES 24" O.C. ROOF TRUSSES 24" O.C. 3/4" T & G SUB-FLOORING. APA # REVISIONS: PLAN: DATE: JOB#: PARCEL # 3/5/19 2188R COREY SJOBOEN 105503 E. BADGER RD. KENNEWICK, WA 99338 (509) 820-3389 1718 S. SPRING VALLEY LN. MERIDIAN, ID 83642 R8048370020 NOTE: EXTERIOR APPEARANCE WILL VARY BY SIDING CHOICE, MATERIAL AVAILABILITY AND BUILDER DISCRETION. FRONT ELEVATION 1/8" = 1'-0" REAR ELEVATION 1/8" = 1'-0" SITE ADDRESS: 1718 S. SPRING VALLEY LN. MERIDIAN, ID 83642 NOTE: ADDRESS MUST BE LOCATED ON THE HOUSE WHERE IT IS EASILY SEEN FROM THE MAIN ACCESS ROAD (OWNER RESPONSIBILITY) 5 4x4 WINDOW TRIM 1'-0" TIMBER FRAME PORCH 7'-85 8" FLOOR TO BOTTOM OF BEAM 5 4 x 6 FASCIA BD. 5 4 x 4 CORNER TRIM CEMENT LAP SIDING FINISHED GRADE BY OWNER SHALL SLOPE AWAY FROM BUILDING 6" IN 10'-0" MIN. SHAKE SIDING BELLY BAND S.G. FIBERGLASS COMP. SHINGLES RIDGE VENTING CLASS "B" MIN. 12 7 12 7 S.G. S.G. ADA ACCESS - COMPLY # REVISIONS: PLAN: DATE: JOB#: PARCEL # 3/5/19 2188R COREY SJOBOEN 105503 E. BADGER RD. KENNEWICK, WA 99338 (509) 820-3389 1718 S. SPRING VALLEY LN. MERIDIAN, ID 83642 R8048370020 NTS 7 THRESHOLD SUPPORT PRESSURE TREATED 2x6 RIPPED TO BE FLUSH W/ SUBFLOOR AND BOTTOM OF SIDING GLUED AND NAILED TO BOTTOM PLATES MIN. 1 FT. 90° 2x6 CURB 22 1 2" x 22 1 2" R.O. 2x2 SKY LIGHT SEALER TAPE BETWEEN CURB AND SKY LIGHT 2x NAILER FOR GWB ATTACH EACH END OF SKYLIGHT (TYP) 2x4 BLOCKING BETWEEN TRUSSES 1 2x FRAMING 2" GWB (TYP) GWB BACKING AS REQUIRED 2x4 BLOCKING BETWEEN TRUSSES *5'-0" OPENING 2x4 BLOCKING BETWEEN TRUSSES 2x4 BLOCKING BETWEEN TRUSSES FLASHING (TYP) * OPENING WIDTH MAY VARY DEPENDING ON SPACE # REVISIONS: PLAN: DATE: JOB#: PARCEL # 3/5/19 2188R COREY SJOBOEN 105503 E. BADGER RD. KENNEWICK, WA 99338 (509) 820-3389 1718 S. SPRING VALLEY LN. MERIDIAN, ID 83642 R8048370020 9'-11 8" 1'-4" STUDS @ 16" O.C. 1'-4" 6'-0" 2'-8" 1'-0" 5" 3'-2" 5" 1'-0" 1'-4" 1'-105 8" 5'-0" 3" 1'-6" 6'-0" 6'-105 8" 3" 3'-0" DBL 2x6 LAID FLAT DBL 2x6 LAID FLAT DBL 2x6 LAID FLAT DBL 2x6 KING STUDS DBL 2x6 KING STUDS DBL 2x6 JACK STUDS 3/8" = 1'-0" 1 FRAMING FRONT WALL ELEVATION DETAIL GABLE END TRUSS DOUBLE TOP PLATE 1 2" FILLER HEADER PER PLAN HEADER PER PLAN HEADER PER PLAN HILINE HOMES 11306 62ND AVENUE PUYALLUP WA, 98373 (253) 770-2244 ext. 129 CUSTOMER: SITE ADDRESS: © copyright HiLine Homes www. HiLine Homes .com DETAILS ARCHITECTURAL # REVISIONS: PLAN: DATE: JOB#: PARCEL # 3/5/19 2188R COREY SJOBOEN 105503 E. BADGER RD. KENNEWICK, WA 99338 (509) 820-3389 1718 S. SPRING VALLEY LN. MERIDIAN, ID 83642 R8048370020 LAG BOLT PER SEISMIC STRAP MFR. ANCHOR INTO 2X STUD 4 PLACES . A DISTANCE OF NOT LESS THAN 4" FROM CONTROLS TO STRAPPING SHALL BE MAINTAINED ALTERNATE METHOD 2X BLOCKING IF UN-ABLE SECURE STRAPPING TO WALL FRAMING 18" MIN. LOCATE WATER HEATER 18" ABOVE FINISHED FLOOR OR ABOVE BFE, WHICHEVER IS HIGHER NTS 1 WATER M1307.2 HEATER STRAPPING SECURE BASE TO WALL 1/3 1/3 1/3 STRAPPING PER WATER HEATER MFR. SECURE BLOCKING TO WALL FRAMING ELECTRIC WATER HEATER INSULATION ALL ELECTRIC WATER HEATERS IN UNHEATED SPACES OR ON CONCRETE FLOORS SHALL BE PLACED ON AN INCOMPRESSIBLE, INSULATED SURFACE WITH A MINIMUM THERMAL RESISTANCE OF R-10 (WSEC R403.5.5) THERMAL EXPANSION TANK TEMPERATURE & PRESSURE RELIEF VALVE (DRAIN PER IPC 504.6 OR LOCAL CODE) # REVISIONS: PLAN: DATE: JOB#: PARCEL # 3/5/19 2188R COREY SJOBOEN 105503 E. BADGER RD. KENNEWICK, WA 99338 (509) 820-3389 1718 S. SPRING VALLEY LN. MERIDIAN, ID 83642 R8048370020 NOTES: 1. CABINET MAKER TO VERIFY ALL CABINET DIMENSIONS ON SITE. 2. THIS DRAWING IS AN APPROXIMATE REPRESENTATION FOR THE CABINET DESIGN. ACTUAL CABINET UNITS MAY VARY PER CABINET MAKER. 3. FOR 9' CEILING OPTION - ADD 6" OF HEIGHT TO UPPER CABINETS. 1'-3" 1'-3" 1'-3" 3'-0" 1'-6" NTS NTS 1 KITCHEN 2 KITCHEN 6 " 6" 9" 2'-6" 1'-3" RANGE HOOD 2'-6" 1'-0" 1'-0" 2'-0" 3'-0" 1'-6" 3'-31 2" 1'-0" 5'-0" 1'-0" FILLER 2'-0" 1'-0" NTS 4 MSTR. BATH 2'-3" 1'-6" 2'-3" 3'-0" 3'-0" 2'-6" 3'-0" 2'-9" SINK BASE 2'-0" 2'-0" DW 2'-6" 1'-3" RANGE 3'-31 2" REF. # REVISIONS: PLAN: DATE: JOB#: PARCEL # 3/5/19 2188R COREY SJOBOEN 105503 E. BADGER RD. KENNEWICK, WA 99338 (509) 820-3389 1718 S. SPRING VALLEY LN. MERIDIAN, ID 83642 R8048370020 MAX. 4 FT. UNBALANCED BACKFILL NOTE: 1. FOR SEISMIC DESIGN AREAS D0, D1 AND D2,WHERE UNBALANCED BACKFILL DOES NOT EXCEED 4'-0" AND STEM WALL DOES NOT EXCEED 4'-6" IN HEIGHT, STEM WALL IS PERMITTED TO BE 6" THICK W/ (1) #4 CONTINUOUS REBAR WITHIN TOP 12" OF FOUNDATION WALL. (§ R404.1.4.2, EXCEPTION 3.) 2. WHERE THERE IS MORE THAN 4'-0" OF UNBALANCED BACKFILL WALLS MUST BE LATERALLY RESTRAINED AT THE TOP AND BOTTOM (OR) DESIGNED AS A RETAINING WALL. 3. ALL CRIPPLE WALLS ARE TO BE SHEATHED AND NAILED PER SHEARWALL DETAILS AS SHOWN ON PLANS. WHEN PLANS CALL FOR A HOLDOWN AND THERE IS A CRIPPLE WALL AT THAT LOCATION, THERE MUST BE A CONNECTION MADE FROM THE FOUNDATION TO THE MAIN LEVEL SHEARWALL. 3.1. USE A SIMPSON MST48 STRAP AT HOLDOWN LOCATION TO CONNECT CRIPPLE WALL TO SHEARWALL ABOVE (SEE DETAIL 1 BELOW). 4. IF CRIPPLE WALL IS TOO SHORT TO FIT ENTIRE STHD HOLDOWN, OR IS MISPLACED, OR IS OTHERWISE UNUSABLE, THERE MUST BE AN ALTERNATIVE HOLDOWN INSTALLED. THE FOLLOWING METHODS APPLY TO RIM BOARD OR HUNG FLOOR SYSTEM. USE ONE OR MORE OF THE FOLLOWING METHODS: 4.1. USE SIMPSON HTT5 ATTACHED TO 3" FRAMING AT MAIN LEVEL WALL W/ (26) 10d x 21 2" NAILS AND 5 8"Ø THREADED ROD EMBEDDED MINIMUM 11" INTO CONCRETE STEM WALL USING SIMPSON AT-XP EPOXY (SEE ALT. HOLDOWN OPTION 1). 4.2. USE SIMPSON HTT5 ATTACHED TO 3" FRAMING AT MAIN LEVEL WALL W/ (26) 10d x 21 2" NAILS AND 5 8"Ø THREADED ROD AND 5 8" COUPLER ATTACHED TO SIMPSON SSTB16 ANCHOR BOLT (SEE ALT. HOLDOWN OPTION 2). 5. THIS DETAIL IS INTENDED TO SHOW THE SHEAR TRANSFER FROM THE MAIN LEVEL WALLS TO THE PRESCRIPTIVE FOUNDATION USING CRIPPLE WALLS THAT DO NOT EXCEED SIX FEET IN HEIGHT. MAX. 6 FT. # REVISIONS: PLAN: DATE: JOB#: PARCEL # 3/5/19 2188R COREY SJOBOEN 105503 E. BADGER RD. KENNEWICK, WA 99338 (509) 820-3389 1718 S. SPRING VALLEY LN. MERIDIAN, ID 83642 R8048370020 1/2" MAXIMUM INTERIOR FLOOR FINISH SLOPE 1:2 SIZE TO MATCH DOOR FRAME 1/2" MAX. METAL THRESHOLD EXTERIOR FLOOR FINISH NTS 1 THRESHOLD DETAIL 2 7" MIN. 29" MIN. 34" MAX. TO TOP OF LAV. RIM 40" MAX. TO MIRROR REFLECTIVE SURFACE 9" MIN. 17" MIN. DEPTH 16" - 18" 36" MIN. 6" 33"-36" 17"-19" 48" MAX. 36" MAX. 54" MIN. TOP OF GRAB BARS LEVER TO BE LOCATED ON WIDE SIDE OF STALL PAPER DISPENSER INSULATE ALL EXPOSED PIPING UNDER SINKS MIRROR 8" MIN. KNEE # REVISIONS: PLAN: DATE: JOB#: PARCEL # 3/5/19 2188R COREY SJOBOEN 105503 E. BADGER RD. KENNEWICK, WA 99338 (509) 820-3389 1718 S. SPRING VALLEY LN. MERIDIAN, ID 83642 R8048370020 FOUNDATION PLAN 1/8" = 1'-0" 2X6 PONYWALL FRAMED TO BOTTOM OF FLOOR SHEATHING = LEGEND = 18"X24" INSULATED CRAWL ACCESS W/ WEATHERSTRIPPING C STOOP BY OWNER MAX. 7 3 4" RISE, MIN. 36" SQUARE (IRC, R311.3) 4" CONC. SLAB ON COMPACTED GRAVEL FILL. SLOPE SLAB DN. 2" TO DOOR. 10'-0" 65'-11" 30'-1" 21'-11" 65'-6" 12'-01 2" 31'-6 1 2" 21'-11" 16'-3" 2'-10" ROUGH OPENING 7'-10 2'-10" 3 11'-11 4" 3 4" 11'-4" 9'-0 1 2" 10'-11 2" 13'-4" 20'-21 16'-2 4" 1 # REVISIONS: PLAN: DATE: JOB#: PARCEL # 3/5/19 2188R COREY SJOBOEN 105503 E. BADGER RD. KENNEWICK, WA 99338 (509) 820-3389 1718 S. SPRING VALLEY LN. MERIDIAN, ID 83642 R8048370020 SHEAR WALL PLAN 1/8" = 1'-0" GENERAL LATERAL NOTES 1. NO CHANGES SHALL BE MADE WITHOUT THE CONSENT OF THE GENERAL CONTRACTOR AND BUILDING DEPARTMENT. 2. O.S.B. WALL SHEATHING 7/16" MINIMUM ONLY FOR EXTERIOR SHEARWALLS. NAIL SHEARWALLS PER EXTERIOR SHEARWALL DETAIL 1 ON SHEET S6 U.N.O. 3. NAIL ALL TOP PLATES TOGETHER WITH 10d NAILS @ 12" O.C. AND AT SPLICES W/ 10d NAILS @ 6" O.C. LAP SPLICES A MIN. OF 48" TYPICAL, NAIL ALL BOTTOM PLATES TO FLOOR SHEATHING AND MUDSILL W/ (2) 10d NAILS EACH STUD BAY. 4. FASTEN ALL O.S.B. SHEARWALLS W/ 8d NAILS @ 6" O.C. EDGE AND 12" O.C. FIELD. U.N.O. AT GARAGE PORTALS: FASTEN ALL OSB SHEARWALLS W/ 8d NAILS @ 4” O.C. EDGE AND 12” O.C. FIELD U.N.O. 5. WHERE PLAN REQUIRES SHEATHING TO BE ATTACHED TO THE MUDSILL ON THE PONY WALLS PER SHEARWALL DETAILS, PONYWALL STUDS MAY BE OFFSET TO ALIGN W/ ONE EDGE WHEN A 2x6 MUDSILL IS USED. THIS WILL ALLOW FOR THE REQUIRED MUDSILL ATTACHMENT. SEE PLANS FOR THIS REQUIREMENT. A D LIVING BDRM. 2 BDRM. 3 DINING UTIL. KITCHEN M. BATH HALL BATH GARAGE A A2 A A2 B D B O.S.B. ON S6 GARAGE SIDE 2 MSTR. BDRM. C # REVISIONS: PLAN: DATE: JOB#: PARCEL # 3/5/19 2188R COREY SJOBOEN 105503 E. BADGER RD. KENNEWICK, WA 99338 (509) 820-3389 1718 S. SPRING VALLEY LN. MERIDIAN, ID 83642 R8048370020 ROOF FRAMING PLAN 1/8" = 1'-0" SCISSOR TRUSSES - 24" O.C. ROOF TRUSSES - 24" O.C. ROOF TRUSSES - 24" O.C. CUT ROOF SHEATHING BACK 1" FROM PEAK BOTH SIDES 7:12 7:12 7:12 7:12 TYPICAL 12" RIPPED ROOF SHEATHING AT GABLE A A2 A A2 BEAM POCKET BEAM POCKET 5 1 2"x13 1 2" GLB 1 S6 2 S6 PRE-FAB STEEL 1 4" PLATE ANGLE CONNECTOR 5 1 2"x13 1 2" GLB 5 1 2"x12" GLB 5 1 2"x13 # REVISIONS: PLAN: DATE: JOB#: PARCEL # 3/5/19 2188R COREY SJOBOEN 105503 E. BADGER RD. KENNEWICK, WA 99338 (509) 820-3389 1718 S. SPRING VALLEY LN. MERIDIAN, ID 83642 R8048370020 FLOOR JOIST 12"x6" CONTIN. FOOTING. W (1) #4 REBAR DOUBLE TOP PLATES W/ A MINIMUM 48" LAP AT SPLICES. 2X4 WALL @ 19.2" O.C. STUDS DIRECLTY BELOW JOISTS TYP. ATTACH JOISTS TO TOP PLATES W/ (2) 10d NAILS AT EA. BEARING POINT TYP. 2x TREATED PLATE (OR) 2x PLATE OVER VAPOR BARRIER 1 2" ANCHOR BOLTS W/ STD WASHER @ 6' O.C. (IN SDC D0, D1. D2 USE 1 4" x 3" x 3" PLATE WASHER NTS 2 PONY TYPICAL WALL DETAIL SOLID BLOCKING AT BEARING IN SDC D0, D1, D2 (R502.7 EXCEPTION 2) NOTES: 1. PROVIDE HORIZONTAL BRIDGING BETWEEN STUDS SPACED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. MAXIMUM STUD HEIGHT = 10'-0" (TABLE 602.3(5), NOTE A) 2. INSTALL 7 16" OSB SHEATHING TO ONE SIDE OF PONY WALL ONLY IF WALL IS A CONTINUATION OF AN INTERIOR SHEARWALL FROM ABOVE PER SHEET S1 AND S2. SHEAR NAILING PER SHEARWALL ABOVE. 3. IN SDC C, FOOTING PERMITTED TO BE PLAIN CONCRETE UNLESS SUPPORTING A SHEARWALL OR LOAD BEARING WALL ABOVE. THEN USE (1) #4 REBAR. "SIMPSON" ABU CONNECTOR OR EQUIVALENT INSTALLED PER MFR. INSTRUCTIONS. ATTACH TO CONCRETE PIER PER PLAN W/ 5/8" x 6" "SIMPSON" TITEN HD OR EQUIVALENT. # REVISIONS: PLAN: DATE: JOB#: PARCEL # 3/5/19 2188R COREY SJOBOEN 105503 E. BADGER RD. KENNEWICK, WA 99338 (509) 820-3389 1718 S. SPRING VALLEY LN. MERIDIAN, ID 83642 R8048370020 2x6 DOUBLE TOP PLATE INSULATION 2x6 FLAT DRYWALL EXT. SHEATHING NTS 3 GABLE TYPICAL END HEADER DETAIL 2x6 VERTICAL HOLDOWN CONNECTIONS MAY BE REQUIRED. SEE SHEET S2 FOR TYPE AND LOCATION. ATTACH ALL BOTTOM PLATES W/ 10d NAILS @ 8" O.C. FLOOR SYSTEM: 3/4" MIN. T&G SUBFLOOR GLUED AND NAILED TO JOIST w/ 8d @ 6" O.C. EDGE & 12" O.C. FIELD. FLOOR JOISTS PER PLAN @ 19.2" O.C. INSULATION PER THE A2 SHEET. TYPICAL WALL FRAMING SECTION NTS EXTERIOR WALL FRAMING FASTEN BLOCKING TO TOP PLATE W/ "SIMPSON" RBC CLIPS @24" O.C. FILL ALL NAIL HOLES. 2x VENT BLOCKING W/ BORED HOLES & INSECT SCREENS. EDGE NAIL W/ 8d NAILS @ 6" O.C. THROUGH ROOF SHEATHING INTO BLOCKING. TOE-NAIL BLOCKING TO EACH TRUSS W/ (1) 10d NAIL EA. END OF BLOCK. (2) 2X6 TOP PLATES W/ MIN. 48" LAP. ATTACH W/ 10d NAILS @ 12" O.C. TYPICALLY AND AT 6" O.C. AT LAPS. U.N.O. SHEET S2 TYP. WALL SHEATHING: SHEATH W/ MIN. 7/16" O.S.B. ATTACH TO WALL STUDS STOOD UPRIGHT OR BLOCKED W/ 8d NAILS @ 6" O.C. EDGE AND 12" # REVISIONS: PLAN: DATE: JOB#: PARCEL # 3/5/19 2188R COREY SJOBOEN 105503 E. BADGER RD. KENNEWICK, WA 99338 (509) 820-3389 1718 S. SPRING VALLEY LN. MERIDIAN, ID 83642 R8048370020 NAIL TOP PLATES TOGETHER W/ 10d NAILS @ 12" O.C. BIRD BLOCKING. (OR) CONT. BLOCKING. NAIL THROUGH ROOF SHEATH. W/ 8d NAILS @ 6" O.C. NAIL MIN. 7 16" WALL SHEATHING W/ 8d COMMON NAILS @ 6" O.C. EDGE AND 12" O.C. FIELD (U.N.O. ON S2 SHEET) 2x STUDS @ 16" O.C. BOTTOM PLATE 2x MUDSILL (2) 10d NAILS EACH STUD BAY ENGINEERED CONNECTION FROM MUDSILL TO FOUNDATION. PRESCRIPTIVE FOUNDATION O.S.B. STOOD UPRIGHT (OR) BLOCKED NTS 1 EXTERIOR OVER PRESCRIPTIVE FOUNDATION SHEARWALL WALL NTS 3 SHEARWALL SIMPSON STHD10 DETAIL CONTINUOUS BOTTOM CHORD. ATTACH W/ 10d NAILS @ 12" O.C. (OR) SOLID BLOCKING W/ 8d NAILS THROUGH ROOF SHEATHING @ 6" O.C. WHEN AT EAVES. NAIL TOP PLATES TOGETHER W/ 10d NAILS @ 12" O.C. U.N.O. WINDOW OR DOOR HEADER NAIL W/ 8d COMMON NAILS @ 6" O.C. EDGE AND 12" O.C. FIELD # REVISIONS: PLAN: DATE: JOB#: PARCEL # 3/5/19 2188R COREY SJOBOEN 105503 E. BADGER RD. KENNEWICK, WA 99338 (509) 820-3389 1718 S. SPRING VALLEY LN. MERIDIAN, ID 83642 R8048370020 SECTION VIEW SIMPSON (2) TBE EA. END OF DRAG TRUSS - FILL ALL NAIL HOLES W/ 10d X 1 1 2" NAILS 6X6 POST OR SOLID STUDS SHEAR WALL PER PLAN 18" TYP. SIMPSON MSTA49 STRAP BENT IN "U" SHAPE AROUND POST AND OUTSIDE FACES OF TOP PLATE ROOF PLY AND NAILING PER PLAN DRAG TRUSS PER PLAN DBL. TOP PLATE PER PLAN NTS 1 DRAG SIMPSON TBE TRUSS CONN. SIMPSON A35 EA. SIDE 1/2 STRAP LENGTH TYP. DBL. TOP PLATE E.N TYP. E.N TYP. SIMPSON MSTA49 STRAP CORNER WHERE OCCURES SHEAR PLY PER PLAN 2X BLOCK FLAT, TYP. NTS 2 TYPICAL OFFSET TOP PLATE SHEAR WALL PER PLAN ℄ OF STRAP NTS 3 PORCH STRAP CONNECTION DETAIL SIMPSON CS14 STRAP (12" END LENGTH) - MIN. (5) 10d X 1 1 # REVISIONS: PLAN: DATE: JOB#: PARCEL # 3/5/19 2188R COREY SJOBOEN 105503 E. BADGER RD. KENNEWICK, WA 99338 (509) 820-3389 1718 S. SPRING VALLEY LN. MERIDIAN, ID 83642 R8048370020 1'-4" 5 1 2" X 7 1 2" G.L.B. RAFTERS 5 1 2" X 13 1 2" G.L.B. BEAMS 2x6 #1 T&G FINISH GRADE DECKING ELEVATION 3/8" = 1'-0" 5 1 2" X 12" G.L.B. RIDGE BEAM 5 1 2" X 5 1 2" G.L.B. WEBS 26'-0" 5 12 1 S6 CONNECTION DETAIL S6 CONNECTION DETAIL 3 S6 GUSSET DETAIL NTS 1 CONNECTION RAFTER / BEAM / POST DETAIL NTS 2 CONNECTION RAFTER TO RIDGE DETAIL FRONT BEAM INSET INTO NOTCH OF PERP. BEAM FASTEN BEAMS TOGETHER W/ (2) 1 2"x6" LAG SCREWS W/ 3"x3"x 1 4" # REVISIONS: PLAN: DATE: JOB#: PARCEL # 3/5/19 2188R COREY SJOBOEN 105503 E. BADGER RD. KENNEWICK, WA 99338 (509) 820-3389 1718 S. SPRING VALLEY LN. MERIDIAN, ID 83642 R8048370020 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 ALL LOCAL AND STATE CODES. 5. EXACT PLACEMENT OF OUTLETS MAY VARY DEPENDING ON CONSTRUCTION VARIABLES. 6. WHERE A DRYER IS VENTED TROUGH A FOUNDATION VENT THE VENT MUST BE COMPLETELY SEALED TO PREVENT MOIST EXHAUST AIR FROM REENTERING THE CRAWL SPACE. ELECTRIC SYMBOLS WEATHERPROOF OUTLET LIGHT SWITCH 110 V. DUPLEX OUTLET 220 V. OUTLET TELEVISION OUTLET GFI GROUND FAULT INTERRUPTER EQUIPMENT CONNECTION SMOKE / CARBON MONOXIDE DET. TELEPHONE JACK SURFACE MNT. LIGHT EXHAUST FAN - V.T.O. RECESSED CAN LIGHTS WP SUPPLY AIR RETURN AIR SA RA SMOKE DETECTOR NOTE 1. EXACT LOCATIONS OF ELECTRICAL FEATURES SUCH AS SWITCHES, OUTLETS, LIGHTS, OPTIONS, ETC. MAY VARY PER BUILD AREA AND ELECTRICAL CONTRACTOR. 2. EXACT LOCATIONS OF HVAC SUPPLY AND RETURN VENTS MAY VARY PER BUILD AREA AND HVAC CONTRACTOR. 3. A MINIMUM OF 75% OF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS. (WSEC R404) 110 V. HALF-SWITCHED OUTLET MECHANICAL VENTILATION · WHOLE HOUSE VENTILATION USING CONTINUOUSLY RUNNING EXHAUST FANS IN MASTER BATH AND GUEST BATH (SEE PLAN FOR CFM SETTING FOR EACH FAN). · EACH HABITABLE SPACE SHALL HAVE AN OPERABLE WINDOW WITH AN OPENABLE AREA NOT LESS THAN 4 SQUARE INCHES OF NET FREE AREA OF OPENING FOR EACH 10 CFM OF OUTDOOR AIR REQUIRED. · IRC § M1507.3.4, TABLE M1507.3.3(1) = 22"X30" INSULATED ATTIC ACCESS W/ WEATHERSTRIPPING LEGEND A ELECTRICAL PLAN 1/8" = 1'-0" 110v CLG OUTLET GFI GFI GFI SD SD SD SD SD/CO SD/CO WP WP RA ELECTRIC FURNACE AND WATER HEATER. GFI GFI SD A A A PANASONIC WHISPERGREEN FV-05-11VKS1. - MIN SETTING 30 CFM CONT. (VARIABLE TO A MAX OF 80 CFM) PANASONIC WHISPERGREEN FV-05-11VKS1. - MIN SETTING 30 CFM CONT. (VARIABLE TO CFM A MAX OF 80 CFM) 100 CFM 50 (2) PENDANT LIGHTS HILINE HOMES 11306 62ND AVENUE PUYALLUP WA, 98373 (253) 770-2244 ext. 129 CUSTOMER: SITE ADDRESS: © copyright HiLine Homes www. HiLine Homes .com PLAN ELECTRICAL E1 PLATE WASHER TOP OF DECKING TO ALIGN W/ TOP OF ROOF TRUSSES FASTEN BEAM TO POST W/ 1 2"x3" LAG SCREWS W/ 3"x3"x1 4" STEEL ∠ BRACKET EA. SIDE 5 1 2" X 7 1 2" G.L.B. RAFTERS 5 1 2" X 13 1 2" G.L.B. BEAMS FASTEN BEAM TO RAFTER W/ 1 2"x3" LAG SCREWS W/ 3"x3"x1 4" STEEL ∠ BRACKET EA. SIDE 2x6 #1 T&G FINISH GRADE DECKING 5 1 2" X 12" G.L.B. RIDGE BEAM 5 1 2" X 5 1 2" G.L.B. RIDGE POLE FASTEN BEAM TO POST W/ 1 2"x3" LAG SCREWS W/ 3"x3"x1 4" STEEL ∠ BRACKET EA. SIDE 1'-8" 1'-51 2" 31 2" TYP 67 8" 45° 3 1 2" TYP Ø 5 8 " TYP 1" Ø5 8" TYP 1'-1" SEE ANGLE SCHEDULE 3 1 2 " TYP 10" 4 5 8 " NTS 3 STEEL 1/4" STEEL PLATE GUSSET DETAILS ANGLE SCHEDULE PITCH 5:12 6:12 7:12 ANGLE 112° 108° 105° ROOF SHEATHING PER PLAN HILINE HOMES 11306 62ND AVENUE PUYALLUP WA, 98373 (253) 770-2244 ext. 129 CUSTOMER: SITE ADDRESS: © copyright HiLine Homes www. HiLine Homes .com DETAILS STRUCTURAL S8 2" NAILS EACH SIDE BEAM POCKET NOTE: NAIL STRAP TO TOP OF BEAM AND BOTTOM OF TOP PLATE BEAM PER PLAN PORCH RAFTER EXTERIOR WALL HILINE HOMES 11306 62ND AVENUE PUYALLUP WA, 98373 (253) 770-2244 ext. 129 CUSTOMER: SITE ADDRESS: © copyright HiLine Homes www. HiLine Homes .com DETAILS STRUCTURAL S7 (U.N.O. ON S2 SHEET) 2x STUDS @ 16" O.C. (2) 10d NAILS EA. STUD BAY "SIMPSON" STHD10 HOLDDOWN. ATTACH PER MFR. SPECS. P.T. MUDSILL #4 HORIZONTAL REBAR O.S.B. VERTICAL BLOCKED PANELS 11 2" O.S.B. VERTICAL BLOCKED PANELS BIRD BLOCKING OR TRUSS BOTTOM CHORD. NAIL THROUGH ROOF SHEATH. W/ 8d NAILS @ 6" O.C. AT EAVE ENDS GARAGE HEADER W/ MIN. 6" BEARING NAIL TOP PLATES TOGETHER W/ 10d NAILS @ 12" O.C. U.N.O. NAIL W/ 8d COMMON NAILS @ 4" O.C. EDGE AND 12" O.C. FIELD (U.N.O. ON S2 SHEET) 2x STUDS @ 16" O.C. (2) 10d NAILS EA. STUD BAY ATTACH SHEATHING TO MUDSILL AND BOTTOM PLATES W/ 8d NAILS @ 4" O.C. "SIMPSON" STHD10 HOLDOWN. ATTACH PER MFR. SPECS. P.T. MUDSILL #4 HORIZONTAL REBAR NTS 5 SHEARWALL SIMPSON STHD10 AT GARAGE DETAIL 11 2" NOT USED NTS 4 SHEARWALL SIMPSON STHD10 DETAIL CONTINUOUS BOTTOM CHORD. ATTACH W/ 10d NAILS @ 12" O.C. (OR) SOLID BLOCKING W/ 8d NAILS THROUGH ROOF SHEATHING @ 6" O.C. WHEN AT EAVES. NAIL TOP PLATES TOGETHER W/ 10d NAILS @ 12" O.C. U.N.O. WINDOW OR DOOR HEADER NAIL W/ 8d COMMON NAILS @ 6" O.C. EDGE AND 12" O.C. FIELD (U.N.O. ON S2 SHEET) 2x STUDS @ 16" O.C. (2) 10d NAILS EA. STUD BAY "SIMPSON" STHD10 HOLDDOWN. ATTACH PER MFR. SPECS. P.T. MUDSILL #4 HORIZONTAL REBAR O.S.B. VERTICAL BLOCKED PANELS 11 2" NOT USED NAIL TOP PLATES TOGETHER W/ 10d NAILS @ 12" O.C. BIRD BLOCKING. (OR) CONT. BLOCKING. NAIL THROUGH ROOF SHEATH. W/ 8d NAILS @ 6" O.C. O.S.B. GARAGE SIDE OF WALL FASTEN W/ 8d COMMON NAILS @ 6" O.C. EDGE AND 12" O.C. FIELD (U.N.O. ON S2 SHEET) 2x STUDS @ 16" O.C. 2x MUDSILL (2) 10d NAILS EA. STUD BAY ENGINEERED CONNECTION FROM MUDSILL TO FOUND. PRESCRIPTIVE FOUNDATION NTS 2 SHEARWALL OVER PRESCRIPTIVE FOUNDATION DETAIL WALL O.S.B. STOOD UPRIGHT (OR) BLOCKED HILINE HOMES 11306 62ND AVENUE PUYALLUP WA, 98373 (253) 770-2244 ext. 129 CUSTOMER: SITE ADDRESS: © copyright HiLine Homes www. HiLine Homes .com DETAILS STRUCTURAL S6 O.C. (U.N.O. ON SHEET S2) FIELD. SHEATHING MUST BE ATTACHED TO MUDSILL. SEE S2 SHEET FOR ADDITIONAL REQUIREMETS. INSULATION BAFFLE W/ 1" AIR SPACE FOR VENTILATION. "SIMPSON TRUSS CLIPS PER S3 SHEET. FILL ALL NAIL HOLES. BEND TO CLEAR BOTTOM CHORD. (WHERE REQUIRED AT VAULTS) EXTERIOR WALL STUDS @ 16" O.C. ENGINEERED CONNECTION- SEE FOUNDATION DETAIL. SEE HOUSE FOUNDATION DETAIL FOR SIZE AND REBAR REQUIREMENTS. ICE BARRIER FROM EDGE OF ROOF TO 24" INSIDE EXT. WALL LINE IF REQ'D PER IRC R905.1.2 INSULATION PER SHEET A2 TRUSS TAIL VENT BLOCKING - ROOF DIAPHRAGM EDGE SOFFIT PLYWOOD (WHEN USED) OSB ROOF SHEATHING SPLIT SEAM BETWEEN PER PLAN ROOF SHEATHING AND SOFFIT PLYWOOD ON BLOCKING. NAIL EDGES TO BLOCKING W/ 8d NAILS @ 6" O.C. 1 GARAGE / HOUSE SEPARATION WALL NTS JOISTS HUNG TO FOUNDATION WALL GARAGE FIRE WALL FRAMING GARAGE SLAB ENGINEERED CONNECTION- SEE FOUNDATION DETAIL. SEE GARAGE FOUNDATION DETAIL FOR SIZE AND REBAR REQUIREMENTS. 2 (2) 2X6 TOP PLATES W/ MIN. 48" LAP. ATTACH W/ 10d NAILS @ 12" O.C. TYPICALLY AND AT 6" O.C. AT LAPS. DIAPHRAGM CONNECTION DETAIL PER PLAN TYP. WALL SHEATHING: UNLESS NOTED OTHERWISE, SHEATH BOTH SIDES W/ MIN. 1/2" G.W.B. ATTACH TO WALL STUDS STOOD UPRIGHT OR BLOCKED W/ TYPE S OR TYPE W DRYWALL SCREWS @ 4" EDGE AND 4" FIELD. FIRE TAPE ALL SEAMS. SEE THE S2 SHEET FOR ADDTIONAL REQUIREMENTS. HOLDOWN CONNECTIONS MAY BE REQUIRED. SEE THE S2 SHEET FOR TYPE AND LOCATION. ATTACH G.W.B. SHEATHING TO BOTTOM PLATE AND MUDSILL W/ TYPE S OR W SCREWS @ 4" O.C. EDGE AND 4" O.C. FIELD. EXTERIOR WALL STUDS @ 16" O.C. INSULATION PER SHEET A2 FLOOR SYSTEM: 3/4" MIN. T&G SUBFLOOR GLUED AND NAILED TO JOIST w/ 8d @ 6" O.C. EDGE & 12" O.C. FIELD. FLOOR JOISTS PER PLAN @ 19.2" O.C. NAIL ROOF SHEATHING TO TRUSS W/ 8d NAILS @ 6" O.C. DRAG TRUSS PER PLAN FASTEN BOTTOM CHORD TO 2x BLOCKING W/ 10d NAILS @ 8" O.C. 2x SOLID BLOCKING BETWEEN TRUSSES - FASTEN TO TOP PLATE W/ SIMPSON A35 @ 24" O.C. FILL ALL NAIL HOLES NTS 4 SHEAR TRUSS TO WALL TRANSFER NAIL ROOF SHEATHING TO TRUSS W/ 8d NAILS @ 6" 0.C. ROOF SHEATHING PER PLAN HILINE HOMES 11306 62ND AVENUE PUYALLUP WA, 98373 (253) 770-2244 ext. 129 CUSTOMER: SITE ADDRESS: © copyright HiLine Homes www. HiLine Homes .com DETAILS STRUCTURAL S5 POST PER PLAN NTS 6 POST "SIMPSON" ABU TO W/ PIER TITEN CONN. 24" BELOW FINAL GRADE 3" SLOPE GRADE 6" IN 10'-0" 6" MIN. 18" MIN. FLOOR SYSTEM: 3/4" MIN. T&G SUBFLOOR GLUED AND NAILED TO JOIST w/ 8d @ 6" O.C. EDGE & 12" O.C. FIELD. FLOOR JOISTS PER PLAN @ 19.2" O.C. HUNG W/ TOP FLANGE JOIST HANGERS. * FOOTING WIDTHS MAY VARY. SEE SHEET S1 FOR FOOTING WIDTHS. 2x BORATE TREATED MUDSILL (OR) 2X PRESSURE TREATED ATTACHMENT PER SHEARWALL DETAILS ENGINEERED CONNECTION- ATTACH MUDSILL W/ 1/2"x10" ANCHOR BOLT W/ STD. WASHER @ 6 FT O.C. UNO ON S2 SHEET. (IN SDC D0, D1, D2 USE 1/4"x3"x3" PLATE WASHER). EMBED BOLT A MINIMUM 7 INCHES (DO NOT COUNTERSINK.) DRAINAGE SYSTEM WHERE REQUIRED PER LOCAL CODES. (HOME OWNER RESPONSIBILITY) NTS 4 FOUNDATION MAX. 4'-6" WALL, MAX. 4'-0" BACKFILL DETAIL PRESCRIPTIVE FOUNDATION 24" MIN. OR PER LOCAL CODE USE (1) #4 CONT. REBAR IN FOOTING 6" 14" 6" REBAR REQUIREMENTS: · IN SDC D0, D1, D2 USE (1) #4 HORIZ. BAR WITHIN 12" OF TOP OF STEM WALL. · WHERE A CONSTRUCTION JOINT EXISTS BETWEEN FOOTING AND STEM WALL, USE (1) #4 VERT. REBAR @ 48" W/ STANDARD HOOK. EXTEND 14" MIN. INTO STEM WALL. (IRC R403.1.3) 6 MIL POLY VAPOR BARRIER. PLACE THROUGHOUT CRAWL SPACE. LAP SEAMS 6" AND EXTEND TO FOUNDATION WALL. DAMP PROOF EXTERIOR FOUNDATION WALLS. (IRC R408.1) NOTES: 1. THE MINIMUM YIELD STRENGTH OF REINFORCING STEEL SHALL BE 40,000 PSI (GRADE 40). 2. WHERE SPLICES ARE NECESSARY, LAP SPLICES 24" MIN. 2x BORATE TREATED MUDSILL (OR) 2X PRESSURE TREATED 4" CONCRETE SLAB OVER COMPACTED GRAVEL FILL ATTACHMENT PER SHEARWALL DETAILS ENGINEERED CONNECTION- ATTACH MUDSILL W/ 1/2"x10" ANCHOR BOLT W/ STD. WASHER @ 6 FT O.C. UNO ON S2 SHEET. (IN SDC D0, D1, D2 USE 1/4"x3"x3" PLATE WASHER). EMBED BOLT A MINIMUM 7 INCHES (DO NOT COUNTERSINK.) DRAINAGE SYSTEM WHERE REQUIRED PER LOCAL CODES. (HOME OWNER RESPONSIBILITY) 24" MIN. USE (1) #4 CONT. REBAR IN FOOTING 14" 6" 6" OR PER LOCAL CODE REBAR REQUIREMENTS: · IN SDC D0, D1, D2 USE (1) #4 HORIZ. BAR WITHIN 12" OF TOP OF STEM WALL. · WHERE A CONSTRUCTION JOINT EXISTS BETWEEN FOOTING AND STEM WALL, USE (1) #4 VERT. REBAR @ 48" W/ STANDARD HOOK. EXTEND 14" MIN. INTO STEM WALL. (IRC R403.1.3) 3" SLOPE GRADE 6" IN 10'-0" 6" MIN. *FOOTING WIDTHS MAY VARY. SEE SHEET S1 FOR FOOTING SIZES. NTS 5 GARAGE MAX. 4'-6" WALL, MAX. FOUNDATION 4'-0" BACKFILL DETAIL PRESCRIPTIVE FOUNDATION NOTES: 1. THE MINIMUM YIELD STRENGTH OF REINFORCING STEEL SHALL BE 40,000 PSI (GRADE 40). 2. WHERE SPLICES ARE NECESSARY, LAP SPLICES 24" MIN. TRIMMER PONYWALL JOISTS @ 19.2" O.C. U.N.O. CONTINUOUS 2x4 PLATES BUILT UP HEADER FOOTING 2'-0" MIN. 16" MIN. NTS 1 CRAWL TYPICAL ACCESS DETAIL NAIL PLATES TOGETHER W/ 10d NAILS @ 8" O.C. NAIL PLATES TOGETHER W/ 10d NAILS @ 8" O.C. NTS 3 SILL HUNG JOIST CONNECTION 2x MUDSILL TO HANG OVER FOUND. APPROXIMATELY 1 2". ATTACH WALL SHEATHING TO MUDSILL W/ 8d NAILS @ 6" O.C. (U.N.O. ON S2 SHEET). ENGINEERED CONNECTION- ATTACH MUDSILL W/ 1/2"x10" ANCHOR BOLT W/ STD. WASHER @ 6 FT O.C. UNO ON S1 SHEET. (IN SDC D0, D1, D2 USE 1/4"x3"x3" PLATE WASHER). EMBED BOLT A MINIMUM 7 INCHES (DO NOT COUNTERSINK.) ATTACH FLOOR SHEATHING TO MUDSILL W/ 8d NAILS @ 6" O.C. ATTACH SOLE PLATE TO MUDSILL W/ 16d NAILS @ 8" O.C. HILINE HOMES 11306 62ND AVENUE PUYALLUP WA, 98373 (253) 770-2244 ext. 129 CUSTOMER: SITE ADDRESS: © copyright HiLine Homes www. HiLine Homes .com DETAILS STRUCTURAL S4 1 2" GLB 1'-4" 2 x 4 LOOK- OUTS @ 48" O.C. ROOF TRUSSES - 24" O.C. 7:12 6" 3 1 2" X 13 1 2" GLB GIRDER TRUSS REAR WALL - 2x6 STUDS @ 16" O.C. BALLOON FRAMED TO BOTTOM OF GABLE END TRUSS FRONT WALL - 2x6 STUDS @ 16" O.C. BALLOON FRAMED TO BOTTOM OF GABLE END TRUSS GIRDER TRUSS ROOF TRUSSES - 24" O.C. 7:12 I.B.C. CASE 1 ROOF SHEATHING LAYOUT 51 2"x7 1 2" GLB 3 STUDS SIMPSON LGT2 UP TO 95 mph. / LGT3 UP TO 110 mph. SIMPSON LGT2 UP TO 95 mph. / LGT3 UP TO 110 mph. 3 STUDS SIMPSON LGT2 3 STUDS SIMPSON LGT2 5 1 2" X 7 1 2" GLB VAULTED RAFTERS - 36" O.C. ADD 2x8 TO FACE OF GABLE WALL IN LINE W/ TIMBER RAFTERS FOR FINISH ROOF SHEATHING TO EXTEND OVER AND COVER TIMBER PORCH 2x6 DECKING "SIMPSON" HURRICANE TIES H-2.5A UP TO 535# UPLIFT, H-10A UP TO 1015# UPLIFT. SHEAR S5 TRANSFER DRAG 4 TRUSS 1400# 6" 6" BUILD BEAM POCKET INTO GABLE TRUSS 3 S7 PORCH CONN. 3 S7 PORCH CONN. DRAG TRUSS 1000# 6" 2x6 OVER- FRAMING W/ COLLAR TIES 1 S7 1 S7 CONN. DETAIL CONN. DETAIL A A A 2 S7 OFFSET TOP-PLATE 4x8 D.F. #2 4x8 D.F. #2 2x6 H.F. #2 4x8 D.F. #2 4x8 D.F. #2 2x6 H.F. #2 2x6 H.F. #2 2x6 H.F. #2 2x6 H.F. #2 2x6 H.F. #2 4X8 D.F. #2 2x6 H.F. #2 4x8 D.F. #2 CUT OUT FOR VENTING. SEE PLAN FOR HOLE SIZE. GUTTER DOWNSPOUT LOCATION NON-STRUCTURAL FULL HEIGHT WALL FOR SHEET ROCK ATTACH. ATTACH STUDS TO TRUSS BOTTOM CHORD W/ (2) 10d NAILS AT EA. FRAMED UP STUD. LEGEND = = = = 22"X30" INSULATED ATTIC ACCESS W/ WEATHERSTRIPPING A = INTERIOR LOAD BEARING WALL 5' RIDGE VENT 12' RIDGE VENT 10' RIDGE VENT "LOMANCO" DA-4 INTAKE VENT (4') "LOMANCO" DA-4 INTAKE VENT (4') "LOMANCO" DA-4 INTAKE VENT (6') 10' RIDGE VENT 16' RIDGE VENT 20' RIDGE VENT INTAKE VENTS - CUT OUT CORRESPONDING HOLES IN LOWER ROOF SHEATHING TO ALLOW AIR FLOW INTO ATTIC "LOMANCO" DA-4 INTAKE VENT (6') MST27 STRAP (FILL ALL HOLES) 2 S7 OFFSET TOP-PLATE ATTIC VENTILATION EAVE VENTS = (3) 2.125"Ø HOLES PER BLOCK = * 8.51 IN² /BLOCK EAVE VENTS =2 3 4" CONT. SOFFIT VENT = 8.5 IN² / FT DECK VENT ("LOMANCO" DA-4) = 9 IN² / FT RIDGE VENT ("LOMANCO" LOR9-4) = 11 IN² / FT STATIC VENT ("LOMANCO" 750) = 50 IN² EACH * VALUE REFLECTS DEDUCTION FOR SCREEN MIDDLE HOUSE (LIVING RM./ DINNG RM.) TOTAL ATTIC AREA = 884 SQ.FT. = 127,296 IN² TOTAL VENTILATION REQUIRED 1/300 = 424 IN² TOTAL EAVE VENT(S) BLOCKS = 6 = 51 IN² TOTAL EAVE VENT (CONT. SOFFIT) = 0 FT = 0 IN² TOTAL DECK VENT (INTAKE) = 20 FT = 180 IN² TOTAL RIDGE VENT = 20 FT = 220 IN² TOTAL VENTILATION PROVIDED = 451 IN² PERCENTAGE OF EXHAUST TO TOTAL = 49% MASTER SUITE WING: TOTAL ATTIC AREA= 632 91,008 IN² TOTAL VENTILATION REQUIRED 1/300 = 303 IN² TOTAL EAVE VENT(S) BLOCKS = 12 = 102 IN² TOTAL EAVE VENT (CONT. SOFFIT) = 0 FT = 0 IN² TOTAL DECK VENT (INTAKE) = 0 FT = 0 IN² TOTAL STATIC VENT (LOMANCO 750) (INTAKE) = 3 = 150 IN² TOTAL RIDGE VENT = 20 FT = 220 IN² TOTAL VENTILATION PROVIDED = 472 IN² PERCENTAGE OF EXHAUST TO TOTAL = 47% BEDROOMS WING TOTAL ATTIC AREA= 672 96,768 IN² TOTAL VENTILATION REQUIRED 1/300 = 323 IN² TOTAL EAVE VENT(S) BLOCKS = 22 = 187 IN² TOTAL EAVE VENT (CONT. SOFFIT) = 0 FT = 0 IN² TOTAL DECK VENT (INTAKE) = 0 FT = 0 IN² TOTAL RIDGE VENT = 17 FT = 187 IN² TOTAL VENTILATION PROVIDED = 374 IN² PERCENTAGE OF EXHAUST TO TOTAL = 50% GARAGE TOTAL ATTIC AREA= 476 SQ.FT. = 68,544 IN² TOTAL VENTILATION REQUIRED 1/300 = 228 IN² TOTAL EAVE VENT(S) BLOCKS = 21 = 178.71 IN² TOTAL DECK VENT (INTAKE) = 0 FT = 0 IN² TOTAL RIDGE VENT = 16 FT = 176 IN² TOTAL VENTILATION PROVIDED = 355 IN² PERCENTAGE OF EXHAUST TO TOTAL = 50% VENT FIREPLACE THROUGH ROOF HILINE HOMES 11306 62ND AVENUE PUYALLUP WA, 98373 (253) 770-2244 ext. 129 CUSTOMER: SITE ADDRESS: © copyright HiLine Homes www. HiLine Homes .com PLAN ROOF FRAMING S3 HALL BDRM. 4 WIC 3 4 1 2 LEGEND = SHEARWALL SEGMENT HILINE HOMES 11306 62ND AVENUE PUYALLUP WA, 98373 (253) 770-2244 ext. 129 CUSTOMER: SITE ADDRESS: © copyright HiLine Homes www. HiLine Homes .com PLAN SHEARWALL S2 4" START JOIST LAYOUT HERE @ 19.2" O.C. 53'-51 2" 9'-61 2" 11'-113 4" 2 S4 TYPICAL PONYWALL 1'-8" 11 2" 9 1 2" TJI 110 I-JOISTS - 19.2" O.C. 1 S4 TYPICAL CRAWL ACCESS 4 S4 TYPICAL FOUNDATION 5 S4 TYPICAL GAR. FND. A A2 A A2 10'-11" 11'-13 4" BLOCKOUT FOR ELECTRIC FURNACE 2'-0" OFFSET 11'-6" 4'-0" 21'-6 1 2" 4'-0" 43'-11" 17'-11" 65'-11" 16'-0" 25'-11" 20'-0" 4'-0" 21 2 4" 1 4" 6'-0 6'-0" 1 2" 6'-0 6'-0" 1 2" 6 S4 POST TO PIER CONN. 24"Øx12" CONC. PIER W/ POS. CONN. W/ (3) #4 E/W OFFSET OFFSET TOP FLANGE JOIST HANGER. MUDSILL FLUSH TO INSIDE JOISTS BEAR ON 2x4 PONY WALL OVER 12" X 6" CONT. FOOTING 9 2'-0" 1 8" 11'-8" 10'-0" 10'-3 1 4" 2'-0" 1'-7 3 16" 2'-0" OFFSET 16'-0" 13'-11" 7'-9" 30"x30"x12" CONC. FOOTING W/ (4) #4 BARS E.W. 3'-71 2" 30"x30"x12" CONC. FOOTING W/ (4) #4 BARS E.W. 30"x30"x12" CONC. FOOTING W/ (4) #4 BARS E.W. 5'-83 4" 5'-5" 11'-6" 6" TYP 1 STRY 14" TYP 1 STRY DRYER VENT A/C PAD 6 MIL VISQUEEN VAPOR BARRIER THROUGHOUT CRAWL SPACE. LAP SPLICES 12" MIN. 16" x 8" SCREENED FOUNDATION VENT TYPICAL 24"x24"x12" CONCRETE FTG. W/ (3) #4 REBAR E.W. C FOUNDATION VENTILATION TOTAL AREA = 2188 FT² = 315,072 IN² TOTAL VENTILATION REQUIRED (1/300) = 1050 IN² VENTALATION OPENINGS = 8" X 16" ASSUMED NFA =72 IN² TOTAL VENTS REQUIRED = 15 VENTS TOTAL VENTS PROVIDED = 17 VENTS TOTAL VENTILATION PROVIDED = 1224 IN² 11'-8" SOLID BLOCK @ OFFSET SOLID BLOCK @ OFFSET HILINE HOMES 11306 62ND AVENUE PUYALLUP WA, 98373 (253) 770-2244 ext. 129 CUSTOMER: SITE ADDRESS: © copyright HiLine Homes www. HiLine Homes .com PLAN FOUNDATION S1 CLEARANCE 6" MAX. TOE CLEARANCE NTS NTS 2 LAVATORY CLEARANCES 1 TOILET CLEARANCES FRONT ELEV. SIDE ELEV. 1'-0" MAX. 3'-6" MIN. 39"-41" 39"-41" 1'-6" PROVIDE HANDRAILS IF RAMP RUN RISE IS GREATER THAN 6" 24" MIN 24" MIN IF RAMP HAS RISE GREATER THAN 6" PROVIDE HANDRAIL PER ICC A117.1-2009 SEC 505 RAMP 1:12 SLOPE 6" 4" CURB BOTH SIDES NTS 3 RAMP 12" MIN 60" MIN NTS 6 HINGE FIG. 404 2.APPROACH 3.2 PULL SIDE 36" CLEAR 36" CLEAR BARRIER PREVENTS PASSAGE OF 4"Ø SPHERE 4" NTS 4 RAMP FIG. 405.9.2 (ICC EDGE A117.405.PROTECTION 9.2) 4" BARRIER A BARRIER B 34" - 38" MANEUVERING CLEARANCE AT MANUAL SWING DOORS NTS 5 FRONT FIG. 404 2.3.APPROACH 2 PUSH SIDE MANEUVERING CLEARANCE AT MANUAL SWING DOORS 48" MIN. HILINE HOMES 11306 62ND AVENUE PUYALLUP WA, 98373 (253) 770-2244 ext. 129 CUSTOMER: SITE ADDRESS: © copyright HiLine Homes www. HiLine Homes .com DETAILS ACCESSIBILITY A7 CRIPPLE WALL RIM BOARD OPTION NTS 1 STEPPED SHEAR TRANSFER TO FOUNDATION PRESCTIPTIVE FOUNDATION / CRIPPLE WALL NOTE: IF CRIPPLE WALL IS TOO SHORT TO FIT ENTIRE STHD HOLDOWN, OR IS MISPLACED, OR IS OTHERWISE UNUSABLE, ATTACH MAIN LEVEL SHEARWALL TO FOUNDATION USING SIMPSON HTT5 ATTACHED TO 3" FRAMING AT MAIN LEVEL WALL W/ (26) 10d x 21 2" NAILS AND 5 8"Ø THREADED ROD EMBEDDED MINIMUM 11" INTO CONCRETE STEM WALL USING SIMPSON AT-XP EPOXY. TOE-NAIL RIMBOARD TO TOP PLATE W/ 10d NAILS @ 12" O.C. U.N.O. NAIL TOP PLATES TOGETHER W/ 10d NAILS @ 12" O.C. SPLICES SHALL BE A MIN. OF 48" ATTACHED W/ 10d NAILS @ 6" O.C. ATTACH OSB SHEATHING TO MUDSILL W/ 8d NAILS PER SHEARWALL PLAN NAILING. MUDSILL ANCHORAGE PER PLAN. SEE SHEET CS "FOUNDATION & FLOOR FRAMING NOTES". TOP FLANGE JOIST HANGER TO HANG OFF THE DOUBLE TOP PLATE OF THE CRIPPLE WALL. ATTACH HANGER PER MFR. SPECIFICATIONS. WHEN HOLDOWNS ARE REQUIRED WHERE A CRIPPLE WALL IS USED, CENTER A SIMPSON MST48 STRAP BETWEEN CRIPPLE WALL AND SHEARWALL ABOVE. OSB SHEATHING ON ALL EXTERIOR CRIPPLE WALLS PER DETAIL 1 ON S6 2x STUDS @ 16" O.C. 2x SOLE PLATE 3 4" T&G SUBFLOORING AT STEPPED WALLS SPLICE PLATES W/ 2x P.T. MUD SILL SIMPSON LSTA36 STRAP (2) 2x SILL PLATE NOTE: WHEN CRIPPLE WALL HEIGHT IS SUCH THAT THE STRAP WILL OVERLAP THE HOLDOWN, OFFSET STRAP BY ADDING (2) ADDITIONAL STUDS NAILED TOGETHER W/ 16d NAILS @ 6" O.C. SHEARWALL EDGE NAILING RIM BOARD 10d NAILS @ 8" O.C. INTO CRIPPLE WALL TOP PLATES SHEARWALL EDGE NAILING 16d NAILS @ 8" O.C. INTO RIM BOARD LAP SHEATHING AT TOP PLATE SHEARWALL EDGE NAILING NAIL JOIST FLANGE TO TOP PLATE PER JOIST MFR. SHEARWALL EDGE NAILING LAP SHEATHING AT TOP PLATE SHEARWALL EDGE NAILING ALT. HOLDOWN OPTION - 1 ALT. HOLDOWN OPTION - 2 NOTE: IF CRIPPLE WALL IS TOO SHORT TO FIT ENTIRE STHD HOLDOWN, OR IS MISPLACED, OR IS OTHERWISE UNUSABLE, ATTACH MAIN LEVEL SHEARWALL TO FOUNDATION USING SIMPSON HTT5 ATTACHED TO 3" FRAMING AT MAIN LEVEL WALL W/ (26) 10d x 21 2" NAILS AND 5 8"Ø THREADED ROD AND 5 8" COUPLER ATTACHED TO SIMPSON SSTB16 ANCHOR BOLT HILINE HOMES 11306 62ND AVENUE PUYALLUP WA, 98373 (253) 770-2244 ext. 129 CUSTOMER: SITE ADDRESS: © copyright HiLine Homes www. HiLine Homes .com SHEAR DETAILS TALL FOUNDATION A6 FILLER NTS 5 BATH 3'-9" SINK BASE 3'-0" NTS 3 KITCHEN 2'-6" 2'-6" 2'-0" 3'-0" 1'-9" 2'-0" 1'-9" 1" 61 2" 3 4" 61 2" 3 4" FILLER HILINE HOMES 11306 62ND AVENUE PUYALLUP WA, 98373 (253) 770-2244 ext. 129 CUSTOMER: SITE ADDRESS: © copyright HiLine Homes www. HiLine Homes .com DETAILS CABINET A5 HOT COLD NOTE: THIS DETAIL WAS MADE FOR THE 6000-CL GAS FIREPLACE MODEL. IF USING A DIFFERENT MODEL, PLEASE VERIFY DETAILS ON SITE WITH BUILDER. 6'-3" 2'-0" 1'-4 3'-6" MIN. 1 2" 1'-4 1 2" 3'-6" ROUGH OPENING 3'-41 8" ROUGH OPENING (FLAT WALL FIREPLACE - TOP VIEW) (FRAMING VIEW) NTS 2 GAS INSTALLATION FIREPLACE DETAIL (2) 2x4 HEADERS LAID FLAT (NON-STRUCTURAL) (FINISHED VIEW) 12" TILE SURROUND 12" TILE SURROUND 18" TILE HEARTH 2x4 TOP PLATE 3 4 OSB SHEATHING 5'-0" NOTE: FLUE VENTS THROUGH ROOF HILINE HOMES 11306 62ND AVENUE PUYALLUP WA, 98373 (253) 770-2244 ext. 129 CUSTOMER: SITE ADDRESS: © copyright HiLine Homes www. HiLine Homes .com DETAILS ARCHITECTURAL A4-2 A4-1 CONSTRAINTS ON LOCATION NTS 5 SKYLIGHT 2x2 SKYLIGHT FRAMING DETAIL VAULTED OR FLAT CLG. SIMILAR R-19 INSUL. (TYP) 6'-0" OPENING MIN. 1 FT. 90° 2x6 CURB 22 1 2" x 70 1 2" R.O. 6x2 SKY LIGHT SEALER TAPE BETWEEN CURB AND SKY LIGHT 2x NAILER FOR GWB ATTACH EACH END OF SKYLIGHT (TYP) 2x4 BLOCKING AT VAULT LINE BETWEEN TRUSSES TRUSSES CONTINUE THROUGH OPENING - WRAP W/ GWB 1 2" GWB GWB BACKING AS REQUIRED 2x4 BLOCKING BETWEEN TRUSSES 2x4 BLOCKING FLASHING (TYP) BETWEEN TRUSSES 2x FRAMING (TYP) NTS 6 SKYLIGHT 2x6 SKYLIGHT FRAMING DETAIL VAULTED OR FLAT CLG. SIMILAR R-19 INSUL. (TYP) NOT USED NOT USED POST SIZE PER PLAN WRAPPED W/ FIBER CEMENT LAP SIDING NTS 8 STANDARD DETAIL POST 3 4 X 5 1 2 FIBER CEMENT BOARD TRIM BEAM SIZE PER PLAN WRAPPED W/ FIBER CEMENT LAP SIDING 3 4 X 5 1 2 FIBER CEMENT BOARD TRIM 1" MIN CLEARANCE FROM TRIM TO PORCH FLOOR NTS 9 STONE DETAIL WRAP POST (OPT) CULTURED STONE STONE CAP POST PER PLAN. (IF USING 4X4 OR 4X6, FIR OUT POST TO 6X6). WRAPPED W/ FIBER CEMENT LAP SIDING 20" MIN. 3'-0" BOTTOM OF STONE CAP TO FLOOR METAL FLASHING 3 4 x 5 1 2 FIBER CEMENT BOARD (ISO VIEW) (SECTIONAL VIEWS) 51 2" 9" POST PER PLAN FIBER CEMENT SIDING WRAP STONE VENEER STONE CAP METAL FLASHING (GOES BEHIND SIDING WRAP) FULLY INSULATED CORNER 2x4 DRYWALL BACKER OR CLIPS 2x6 STUDS @ 16" O.C. EXTERIOR WALLS NTS 3 EXT. TYPICAL CORNER DETAIL 2x6 DOUBLE TOP PLATE R-10 RIGID INSUL. 2x NAILER DRYWALL 4x HEADER U.N.O. EXT. SHEATHING NTS 2 INSUL. TYPICAL HEADER DETAIL INSULATION CONT. BEHIND "T" WALLS 2x4 STUD (INTERIOR WALL) 2x6 DRYWALL BACKER 2x6 STUDS @ 16" O.C. EXTERIOR WALLS NTS 4 INTERIOR TYPICAL WALL DETAIL 1'-4" TRUSS TAILS NTS 1 SOFFIT 2" CONT. VENT VENT DETAIL LP SOFFIT 2" CONT. SOFFIT VENT 1x2 2" BEAM PER PLAN POST PER PLAN NOT USED HILINE HOMES 11306 62ND AVENUE PUYALLUP WA, 98373 (253) 770-2244 ext. 129 CUSTOMER: SITE ADDRESS: © copyright HiLine Homes www. HiLine Homes .com DETAILS ARCHITECTURAL A4 W/ ICC A117.1-2009 BUILD UP FLOOR TO MEET THRESHOLD HEIGHT REQUIREMENTS POST WRAPPED W/ 6x6 P.T. POST FIBER CEMENT SIDING HILINE HOMES 11306 62ND AVENUE PUYALLUP WA, 98373 (253) 770-2244 ext. 129 CUSTOMER: SITE ADDRESS: © copyright HiLine Homes www. HiLine Homes .com ELEVATIONS EXTERIOR A3 RATED 48/24 GLUED & NAILED TYPICAL EXTERIOR WALL: 2x6 TOP PLATES OVER 2x6 STUDS @ 16" O.C. OVER 2x6 BOTTOM PLATE OVER STRUCTURAL RATED 3/4" SHEATHING. WRAP HOUSE W/ AN APPROVED WATER RESISTANT BARRIER (R703.2) BAFFLE BOARD W/ MIN. 1" AIR SPACE BLACK 6 MIL. POLY VISQUEEN VAPOR BARRIER THROUGHOUT CRAWL SPACE. R-23 INSULATION W/ VAPOR BARRIER PAINT OVER SHEET ROCK TYPICAL INTERIOR WALL: (2) 2x4 TOP PLATES, 2x4 STUDS @ 16" O.C. W/ 1 2" G.W.B. EA. SIDE, 2x4 BOTTOM PLATE INTERIOR BEARING WALL 2x6 @ 16" O.C. (TYP) R-30 FLOOR INSULATION 5 8" G.W.B. (OR) 1 2" SAG RESISTANT (TABLE R702.3.5) 7 12 3.5 12 HILINE HOMES 11306 62ND AVENUE PUYALLUP WA, 98373 (253) 770-2244 ext. 129 CUSTOMER: SITE ADDRESS: © copyright HiLine Homes www. HiLine Homes .com BUILDING SECTIONS A2 S.G. 40 36 HS 40 40 HS 8'-2" 26 50 26 50 8'-2" 10'-0" 4'-0" 13'-7" 2'-5" 8'-0" 60 50 HS 10'-0" 60 50 HS 12'-2" 2'-6" 6'-0" 16'-51 2" 3'-0" 10'-7" 2 0 DW REF. SNK. VAULT LINE 14'-51 2" 2'-9 1 2" 2'-3" A A2 A A2 1'-8 1 16" 5'-7" 7'-7" 7'-3" REAR WALL - 2x6 STUDS @ 16" O.C. BALLOON FRAMED TO BOTTOM OF GABLE END TRUSS HB HB FRONT WALL - 2x6 STUDS @ 16" O.C. BALLOON FRAMED TO BOTTOM OF GABLE END TRUSS ELECTRIC FURNACE AND WATER HEATER. 9'-6 2'-6" 1 2" 2'-3" 2'-5" R&S R&S 24 24 5'-5" 5'-0 1 2" 5'-6 1 2" 12'-5 1 2" 4'-0" 80 16 TRANSOM 26'-0" VAULTED PORCH 5'-8" 7'-4" 7'-4" 5'-8" 2'-6" 60 50 HS (2)10 50 FX 60 50 HS S.G. 60 16 TRANSOM 60 30 TRANSOM 60 16 TRANSOM 6x6 POST OFFICE 3'-9" 11'-0" 11'-6" 5'-7" 11'-10" 40 40 HS 26 16'-0" 14'-0" R&S 6'-9" 50 12'-0" 4'-0" LAUND. LIN. R&S DRY VTO WM 24 26 28 28 3'-81 2" 6'-3" 5'-1" 4'-31 2" 2'-10" R & S BATH WIC 24 3'-8" 6'-5" 22" 4'-5" 3'-61 2" 5'-11" 4'-2" 1'-10" 14'-0" 16 1'-3 1 2" 3'-3" 2'-0" 25'-61 2'-0" 2" 40 40 HS S.G. 6'-0 1 16 " 38 68 SRO 3'-111 2" PLANT SHELF @ 104" AFF A/C PAD SOAK TUB 25'-61 2" RANGE W/ HOOD (VTO) EGRESS EGRESS EGRESS EGRESS SURFACE WARM WALL W/ 1 2" G.W.B. CONTINUE TO ROOF SOLID CORE 13 8" MIN. W/ WEATHER STRIP AND SELF-CLOSING HINGES. 5' R&S 4' TILE SHWR. 5'-11" 4'-3" 40 16 TRANSOM C A A A APPROVED BOLLARD POST WHERE REQ'D (LOCATE ON SITE) 6x6 POST OR SOLID STUDS 6x6 POST OR SOLID STUDS = HOSE BIB S.G. = SAFETY GLAZING HB *ALL EXTERIOR DOORS TO HAVE THRESHOLD SUPPORT PER DETAIL 7 ON SHEET A4. = 22"X30" INSULATED ATTIC ACCESS W/ WEATHERSTRIPPING = 18"X24" INSULATED CRAWL ACCESS W/ WEATHERSTRIPPING LEGEND A C HS = HORIZONTAL SLIDER WINDOW SH = SINGLE HUNG WINDOW FIX = FIXED WINDOW WH = WATER HEATER: ANCHORAGE IN SDC D0, D1, D2 (DETAIL 1 ON A4-2) WH 5'-81 2" 35 1 2" HALF- WALL 5'-71 2" 2'-1" 8'-2" 2x6 2x6 ONE HEIGHT TOP W/ 12" OVERHANG ADA ACCESS - COMPLY W/ ICC A117.1-2009 (DETAIL 1 ON A7) 5, 6 A7 36x48 CLEAR FLOOR SPACE 30 30 60" MIN. X 60" MIN. CLEARANCE FOR WATER CLOSET. OTHER FIXTURES NOT ALLOWED WITHIN THIS AREA 30x48 CLEAR FLOOR SPACE 6 A7 MANEUVERING CLEARANCE 36x48 FRONT APPROACH (PUSH SIDE - DETAIL 5 ON A7) SEE ADA DETAILS ON SHEET A7 60x48 CLEAR FLOOR SPACE 60" Ø WHEELCHAIR TURNAROUND SPACE OFFICE OFFICE OFFICE 2 2x6 x6 2x6 2x6 1 A7 DIRECT VENT PROPANE FIREPLACE (SEE DETAIL 2 ON SHEET A4-2) 12'-21 2" 5'-11 1 2" 1'-1" 2'-0" HILINE HOMES 11306 62ND AVENUE PUYALLUP WA, 98373 (253) 770-2244 ext. 129 CUSTOMER: SITE ADDRESS: © copyright HiLine Homes www. HiLine Homes .com PLAN FLOOR A1 Idaho State License Number: P-14132 (253) 770-2244 x 2132 Alternate x 2129 wabrous@hilinehomes.com DESIGN ENGINEER OCCUPANCY CATEGORY SEISMIC USE GROUP SEISMIC / WIND IMPORT. FACTOR DEFAULT SITE CLASS SEISMIC DESIGN CATEGORY SHORT PERIOD ACCELERATION (g) MAXIMUM GROUND SNOW LOAD (PSF) ROOF DEAD LOAD (PSF) EXTERIOR WALL DEAD LOAD (PSF) MAXIMUM ROOF SLOPE INTERIOR WALL DEAD LOAD (PSF) 10 15 15 D 1.0 I II 5/12 30 0.5 C 16/8 C 95/120 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, VERIFYING 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 PLANS WITHOUT THE CONSENT OF THE DESIGNER AND BUILDING DEPARTMENT. 3. THIS STRUCTURE IS ENGINEERED LATERALLY USING THE DESIGN CRITERIA SHOWN ON SHEET "CS". THIS PLAN HAS BEEN DESIGNED TO CARRY ALL LOADS FROM THE ROOF TO THE FOUNDATION. 4. SEE SHEET "S2" FOR ALL SHEARWALL PLACEMENTS AND REQUIREMENTS. SHEARWALL DETAILS MUST BE FOLLOWED EXACTLY. NOTIFY THE DESIGNER OF ANY DISCREPANCIES OR CONCERNS. 5. FIRE BLOCKING IS REQUIRED AT ALL PENETRATIONS AT THE WALLS AND PLATES, INCLUDING: PLUMBING, ELECTRICAL, AND MECHANICAL PENETRATIONS. FIRE BLOCK AT MIN. 10 FT. O.C. HORIZONTALLY IN WALL CAVITIES. 6. WATER HEATER IS TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS, IRC REQUIREMENTS, AND THE STATE ADOPTED PLUMBING CODE. IN SDC D1, D2, TANK MUST BE STRAPPED AT THE UPPER AND LOWER THIRD OF THE TANK. AT THE LOWER STRAP, STRAP IS TO BE 4" MIN. ABOVE THE CONTROLS (IRC M1307.2). 7. WHEN INSTALLED IN A GARAGE, ALL APPLIANCES MUST HAVE THE SOURCE OF IGNITION A MINIMUM OF 18" ABOVE THE FLOOR SLAB (IRC M1307.3). MECH / PLUMBING EQUIPMENT IS TO BE PROTECTED FROM IMPACT OF A VEHICLE (IRC M1307.3.1). 8. USE 5/8" GYPSUM OR 1/2" SAG-RESISTANT GYPSUM AT THE CEILING PER IRC TABLE R702.3.5. 9. FLASHING IS REQUIRED AT ALL EXTERIOR TRIM EXTRUSIONS, WINDOW AND DOOR OPENINGS, WALL AND ROOF INTERSECTIONS, DECK ATTACHMENT TO WALL, AND OTHER AREAS THAT WATER MAY INTRUDE. WINDOWS AND DOORS SHALL BE INSTALLED PER MANUFACTURER INSTRUCTIONS. 10. SINGLE STORY CONDITION U.N.O. ON S2 SHEET: NAIL ALL TOP PLATES TOGETHER W/ 10d NAILS @ 12" O.C. AND AT SPLICES W/ 10d NAILS @ 6" O.C. LAP SPLICES A MIN. OF 48" TYPICAL, NAIL ALL BOTTOM PLATES TO FLOOR SHEATHING AND MUDSILL W/ (2) 10d NAILS EA. STUD BAY, NAIL ALL FLOOR SHEATHING W/ 8d NAILS @ 6" O.C. EDGE AND 12" O.C. FIELD, EXTERIOR STUDS MUST BE SPACED AT 16" O.C. 11. TWO STORY CONDITION U.N.O. ON S2 SHEET: NAIL ALL TOP PLATES TOGETHER W/ 10d NAILS @ 12" O.C. AND AT SPLICES W/ 10d NAILS @ 5" O.C. ON FIRST FLOOR, 6" O.C. ON SECOND FLOOR. LAP SPLICES A MIN. OF 48" TYPICAL, NAIL ALL BOTTOM PLATES TO FLOOR SHEATHING AND MUDSILL W/ (2) 10d NAILS EA. STUD BAY, NAIL ALL FLOOR SHEATHING W/ 8d NAILS @ 6" O.C. EDGE AND 12" O.C. FIELD, EXTERIOR STUDS MUST BE SPACED AT 16" O.C. 12. ALL BEDROOMS ARE TO HAVE AN EGRESS WINDOW WITH A MIN. WIDTH OF 20" AND A MIN. HEIGHT OF 24" WITH A MINIMUM NET CLEAR OPENING NOT LESS THAN 5.7 FT². 13. SEE SHEET "E1" FOR EXHAUST FAN, SMOKE AND CARBON MONOXIDE DETECTORS, AND ELECTRICAL FIXTURE LOCATIONS. 14. CABINET, PLUMBING FIXTURE, AND DOOR ROUGH OPENINGS ARE CRITICAL DIMENSIONS. TAKE CARE TO VERIFY THAT THESE DIMENSIONS ARE FRAMED ACCURATELY. 15. SMOKE ALARMS ARE REQUIRED IN ALL SLEEPING ROOMS, OUTSIDE ALL SLEEPING AREAS, AND ON EACH ADDITIONAL STORY OF THE DWELLING. SYSTEM MUST BE INTERCONNECTED IN SUCH A WAY THAT ALL ALARMS SOUND WHEN ONE IS ACTUATED. IRC R314 16. AN APPROVED CARBON MONOXIDE ALARM IS REQUIRED OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. IRC R315.3 HEADER & ROOF FRAMING NOTES 1. UNLESS NOTED OTHERWISE, JOISTS AND RAFTERS ARE TO BE A MIN. H.F. #2. RAFTERS MUST BE SUPPORTED BY POSTING DOWN TO FLAT BLOCKING THAT SPANS A MIN. OF TWO TRUSSES WHEN RAFTER SPANS EXCEED 6 FT. 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 IRC R806.2. THE NET FREE VENTILATED AREA SHALL BE 1/300 FT² PROVIDED THAT MIN. 40% AND MAX. 50% OF THE REQUIRED VENTILATION AREA SHALL BE A MINIMUM OF 3 FT. ABOVE EAVE VENTS. THE BALANCE OF REQUIRED VENTILATION SHALL BE PROVIDED AT THE EAVES. 5. PROVIDE A MIN. ROUGH OPENING 22"x30" ATTIC ACCESS PANEL WITH A TIGHT-FITTING / SELF- CLOSING DOOR. DOOR SHALL BE BACKED WITH INSULATION IF LOCATED ABOVE HEATED SPACE. 6. SHEATH ROOF PER IBC CASE 1 (STAGGERED PANELS UNBLOCKED) FASTEN PANELS W/ 8d NAILS @ 6" O.C. EDGE AND 12" O.C. FIELD. DO NOT STAPLE. 7. UNLESS NOTED OTHERWISE, TOE-NAIL ALL GABLE END TRUSSES WITH (2) 10d NAILS @ 16" O.C. INTO TOP PLATES. 8. UNLESS NOTED OTHERWISE, TOE-NAIL EACH END OF TRUSS AT BEARING WALLS W/ (2) 10d NAILS AND FASTEN WITH TRUSS CLIPS PER PLAN. 9. ASPHALT SHINGLES MUST COMPLY WITH WIND SPEED SITE CONDITIONS AND BE SEALED IN ACCORDANCE WITH ASTM D 7158 OR UNSEALED IN ACCORDANCE WITH ASTM D 3161. IRC R905.2 10. SIDEWALL FLASHING: MIN. 4"x4" STEP FLASHING AT WALL / ROOF CONNECTIONS AND TURNED OUT AT THE BOTTOM TO DIRECT WATER AWAY FROM THE WALL AND ONTO THE ROOF AND/OR GUTTER. IRC R905.2.8.3. 11. DRIP EDGE: PROVIDE METAL DRIP EDGE AT EAVES AND RAKE EDGES OF SHINGLE ROOFS. UNDERLAYMENT SHALL BE INSTALLED OVER THE DRIP EDGE ALONG EAVES AND UNDER THE DRIP EDGE ALONG RAKE EDGES. IRC 905.2.8.5. FOUNDATION & FLOOR FRAMING NOTES 1. ALL FOOTINGS SHALL BEAR ON STIFF, FIRM SOIL MEETING THE REQUIREMENTS OF DEFAULT SITE CLASS "D" PER IBC SECTION 1613.5.2. DESIGN IS BASED ON 1500 p.s.f. SOIL. CONTRACTOR MUST VERIFY W/ BUILDING DEPARTMENT THAT THESE CONDITIONS ARE MET PRIOR TO WORK. 2. ALL WOOD IN CONTACT WITH CONCRETE OR SOIL SHALL BE 2x HEM-FIR #2 MIN. TREATED WITH AN APPROVED PRESERVATIVE AND HOT-DIPPED GALVANIZED CONNECTORS (OR) STANDARD HEM-FIR ON AN IMPERVIOUS MOISTURE BARRIER (IRC R317.1) (OR) BORATE TREATED HEM-FIR #2 MINIMUM. 3. PROVIDE APPROPRIATE BLOCK-OUTS IN FOOTINGS OR WALLS FOR PLUMBING & ELECTRICAL STUB-OUTS. 4. WHERE REQUIRED, USE A MIN. OF 3000 p.s.i. CONCRETE PER 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 BACK FILLING. 5. FOUNDATION VENTS ARE TO BE INSTALLED AT A MINIMUM NET AREA OF VENTILATION OPENINGS OF 1/150 FT² OF UNDER-FLOOR SPACE AREA UNLESS THE GROUND SURFACE IS COVERED BY A CLASS 1 VAPOR RETARDER MATERIAL. WHEN A CLASS 1 VAPOR RETARDER MATERIAL IS USED, THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1/1500 FT² OF UNDER-FLOOR SPACE AREA. ONE SUCH VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING. 6. FOR JOISTS HUNG INSIDE STEM WALL, UNLESS NOTED OTHERWISE, 2x 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. 7. ATTACH THE MUDSILL TO THE FOUNDATION WITH 1/2"x10" ANCHOR BOLTS WITH NUT AND STANDARD WASHER @ 6 FT. O.C. AND WITHIN 12" OF EACH END OF THE PLATE SECTION. 7.1. IN SDC D0, D1, D2, USE 1/4"x3"x3" PLATE WASHER ON EACH BOLT. 7.2. WHERE ANCHOR BOLTS ARE MISSED USE A 1/2"x 6" TITAN HD MECHANICAL ANCHOR BOLT. 8. REBAR IS REQUIRED IN SDC D0, D1, D2 PER IRC R403.1.3. A MIN. (1) #4 REBAR IN FOOTINGS. AND (1) #4 REBAR WITHIN 12" OF TOP OF WALL. 9. 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 SHEET "CS". 10. FOOTINGS AND STEM WALLS SHALL BE AS FOLLOWS (UNLESS NOTED OTHERWISE): 10.1. BELOW ONE STORY PORTIONS OF A BUILDING: FOOTINGS = 12" WIDE. STEM WALLS = 6" THICK. 10.2. BELOW TWO STORY PORTIONS OF A BUILDING: FOOTINGS = 15" WIDE STEM WALLS = 6" THICK 11. WHERE REQUIRED PER IRC R406.1, FOUNDATION WALLS SHALL BE DAMP PROOFED AROUND THE ENTIRE PERIMETER USING A METHOD THAT IS APPROVED BY THE BUILDING DEPARTMENT. GENERAL STRUCTURAL NOTES: THIS PLAN IS ENGINEERED FOR LATERAL LOADS (WIND AND SEISMIC) AS LISTED ABOVE. FOR CALCULATIONS, SEE LATERAL ENGINEERING PACKET PROVIDED. THE FOUNDATION WALLS AND FOOTINGS ARE INTENDED TO BE PRESCRIPTIVE EXCEPT WHERE NOTED OTHERWISE. STRUCTURAL MEMBERS NOT PART OF THE ENGINEERED STRUCTURAL SYSTEM SHALL BE CONSTRUCTED IN ACCORDANCE WITH CONVENTIONAL LIGHT-FRAME CONSTRUCTION REQUIREMENTS. GOVERNING CODES: · 2012 IRC (WITH IDAHO STATE AMENDMENTS) · 2015 IBC (WITH IDAHO STATE AMENDMENTS) · 2015 IECC (WITH IDAHO STATE AMENDMENTS - RESIDENTIAL) · 2017 IDAHO STATE PLUMBING CODE (ISPC) · 2017 NATIONAL ELECTRICAL CODE (NEC) HILINE HOMES 11306 62ND AVENUE PUYALLUP WA, 98373 (253) 770-2244 ext. 129 CUSTOMER: SITE ADDRESS: © copyright HiLine Homes www. HiLine Homes .com SHEET COVER CS