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HomeMy WebLinkAboutBLD2021-00038 - 07 BUILDING PLANSPLAN: DATE: JOB#: PA R C EL # 1003-1585 10/28/20 1248R AL F R E D & S U S A N LA T H A M 47 0 D H A R M A R D . C HI M A C U M , W A 9 8 3 2 5 (36 0 ) 8 2 1 - 1 3 2 3 25 1 K E N N E D Y R D . P O RT H A D L O CK , W A 9 8 3 3 9 9 0 1 0 3 3 0 0 7 R EV I S I O N S : ## LATERAL DESIGN CRITERIA AND MINIMUM SITE CONDITIONS INFORMATION BASIC / ULTIMATE WIND SPEED (ASCE 7-16) 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 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 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: x 2015 IRC (WITH WASHINGTON STATE AMENDMENTS) x 2015 IBC (INTERNATIONAL BUILDING CODE) x 2015 WSEC (WASHINGTON ENERGY CODE - RESIDENTIAL) x 2015 (UPC) UNIFORM PLUMBING CODE (IAPMO) 5/12 30 0.878 D2 16/8 C 110/140 COVER SHEET FLOOR PLAN BUILDING SECTIONS EXTERIOR ELEVATIONS ARCHITECTURAL DETAILS CABINET DETAILS TALL FOUND. WHERE REQ'D FOUNDATION PLAN SHEAR WALL PLAN ROOF FRAMING PLAN STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS ELECTRICAL PLAN DOCUMENT SHEET INDEX CS A1 A2 A3 A4, A4-1 A5 A6 S1 S2 S3 S4 S5 S6 S7 E1 HEADER & ROOF FRAMING NOTES 1.UNLESS NOTED OTHERWISE, JOISTS AND RAFTERS ARE TO BE A MIN. DOUGLAS FIR-LARCH #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. 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 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. 2.ALL WOOD IN CONTACT WITH CONCRETE OR SOIL SHALL BE 2x DOUGLAS FIR-LARCH #2 MIN. TREATED WITH AN APPROVED PRESERVATIVE AND HOT-DIPPED GALVANIZED CONNECTORS (OR) STANDARD DOUGLAS FIR-LARCH #2 ON AN IMPERVIOUS MOISTURE BARRIER (IRC R317.1) (OR) BORATE TREATED DOUGLAS FIR-LARCH #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 1/300 FT² EVENLY PLACED TO PROVIDE CROSS VENTILATION EXCEPT THAT ONE SIDE IS PERMITTED TO HAVE NO OPENINGS. COVER GROUND SURFACE W/ 6 MIL. (0.006") BLACK POLY SHEETING OR APPROVED EQUAL. GROUND COVER SHALL BE OVERLAPPED 6" AT THE JOINTS AND EXTEND TO THE FOUNDATION WALL. (WAC 51-51 R408.1; R408.2) 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. FOUNDATION WALLS SHALL BE DAMP PROOFED BY HOMEOWNER. HILINE HOMES11306 62ND AVENUEPUYALLUP WA, 98373(253) 770-2244 ext. 129 C US T O ME R : S IT E A D D R E S S : © c op y ri g ht H i L i n e H o m e s ww w . Hi L i n e H om e s .co m S HE E T CO VE R CS 12/3/2020 PLAN: DATE: JOB#: PA R C EL # 1003-1585 10/28/20 1248R AL F R E D & S U S A N LA T H A M 47 0 D H A R M A R D . C HI M A C U M , W A 9 8 3 2 5 (36 0 ) 8 2 1 - 1 3 2 3 25 1 K E N N E D Y R D . P O RT H A D L O CK , W A 9 8 3 3 9 9 0 1 0 3 3 0 0 7 R EV I S I O N S : ## SECTION A-A 1/4" = 1'-0" 9' - 1 1 8 " S55 1 S4 2S4 4 3/4" T & G SUB-FLOORING. APA RATED 48/24 GLUED & NAILED TYPICAL EAVE ENDS TYPICAL FOUNDATION TYPICAL PONY WALL TYPICAL EXTERIOR WALL: 2x6 TOP PLATES, 2x6 STUDS @ 16" O.C., 2x6 BOTTOM PLATE, 7 16" OSB SHEATHING. WRAP HOUSE WITH AN APPROVED WATER RESISTANT BARRIER (R703.2) RIDGE VENTING "SIMPSON" HURRICANE TIES H-2.5A UP TO 535# UPLIFT, H-10A UP TO 1015# UPLIFT. 9 12" I-JOISTS @ 19.2" O.C. R-49 INSULATION MIN. ROOF MATERIALS: COMPOSITON SHINGLES CLASS 'B' 15 # FELT OVER APA RATED 24/16 SHEATHING. 2x VENT BLOCK R-23 INSULATION W/ VAPOR BARRIER PAINT OVER SHEET ROCK TYPICAL INTERIOR WALL: (2) 2x4 TOP PLATES, 2x4 STUDS @ 19.2" O.C. W/ 12" G.W.B. EA. SIDE, 2x4 BOTTOM PLATE BATTEN BOARD W/ 1" AIR SPACE MANUFACTURED PRE- ENGINEERED TRUSSES @ 24" O.C. BLACK 6 MIL. POLY VISQUEEN VAPOR BARRIER THROUGHOUT CRAWL SPACE. R-30 FLOOR INSULATION 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 5 8" G.W.B. (OR) 12" SAG RESISTANT (TABLE R702.3.5) 5 12 HILINE HOMES 11306 62ND AVENUE PUYALLUP WA, 98373 (253) 770-2244 ext. 129 C US T O ME R : S IT E A D D R E S S : © c op y ri g ht H i L i n e H o m e s ww w . Hi L i n e H om e s .co m B U IL D I N G S E C TI O N S A2 PLAN: DATE: JOB#: PA R C EL # 1003-1585 10/28/20 1248R AL F R E D & S U S A N LA T H A M 47 0 D H A R M A R D . C HI M A C U M , W A 9 8 3 2 5 (36 0 ) 8 2 1 - 1 3 2 3 25 1 K E N N E D Y R D . P O RT H A D L O CK , W A 9 8 3 3 9 9 0 1 0 3 3 0 0 7 R EV I S I O N S : ## S.G. SHAKE SIDING BELLY BAND 5 4x4 WINDOW TRIM 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. 2x6 BARGE BD. W/ METAL DRIP EDGE 4x6 P.T. POST POST & BEAM WRAPPED W/ FIBER CEMENT SIDING RIDGE VENTING FIBERGLASS COMP. SHINGLES CLASS "B" MIN. 7 16" LP SOFFIT FRONT ELEVATION 1/8" = 1'-0" RIGHT ELEVATION 1/8" = 1'-0" LEFT ELEVATION 1/8" = 1'-0" REAR ELEVATION 1/8" = 1'-0" SITE ADDRESS: 251 KENNEDY RD. PORT HADLOCK ,WA 98339 NOTE: ADDRESS MUST BE LOCATED ON THE HOUSE WHERE IT IS EASILY SEEN FROM THE MAIN ACCESS ROAD (OWNER RESPONSIBILITY) 12 5 G.S.GS.G S. G . NOTE: 1.HOMEOWNER IS RESPONSIBLE FOR DESIGN AND INSTALLATION OF ALL DECKS AND PATIOS INCLUDING THOSE UNDER COVERED AREAS. ALL DECKS AND PATIOS SHALL BE DESIGNED AND BUILT IN COMPLIANCE WITH ALL APPLICABLE LOCAL BUILDING CODES. 2.EXTERIOR APPEARANCE WILL VARY BY SIDING CHOICE, MATERIAL AVAILABILITY, AND BUILDER DISCRETION. HILINE HOMES 11306 62ND AVENUE PUYALLUP WA, 98373 (253) 770-2244 ext. 129 C US T O ME R : S IT E A D D R E S S : © c op y ri g ht H i L i n e H o m e s ww w . Hi L i n e H om e s .co m EL E V A T I O N S EX T E R I OR A3 PLAN: DATE: JOB#: PA R C EL # 1003-1585 10/28/20 1248R AL F R E D & S U S A N LA T H A M 47 0 D H A R M A R D . C HI M A C U M , W A 9 8 3 2 5 (36 0 ) 8 2 1 - 1 3 2 3 25 1 K E N N E D Y R D . P O RT H A D L O CK , W A 9 8 3 3 9 9 0 1 0 3 3 0 0 7 R EV I S I O N S : ## NTS THRESHOLD SUPPORT7 PRESSURE TREATED 2x6 RIPPED TO BE FLUSH W/ SUBFLOOR AND BOTTOM OF SIDING GLUED AND NAILED TO BOTTOM PLATES MIN. 1 FT. 9 0 ° 2x6 CURB 22 1 2" x 22 1 2" R.O. 2x2 SKY LIGHT SEALER TAPE BETWEEN CURB AND SKY LIGHT R FOR B ATTACH EACH END OF SKYLIGHT (TYP) 2x4 B B TR 12" GWB2x FRAMING (TYP) WB BACKING AS REQUIRED 2x4 BLOCKING BETWEEN TRUSSES *5'-0" OPENING 2x4 BLOCKING BETWEEN TRUSSES 2x4 BLOCKING BETWEEN TRUSSEST FLASHING (TYP) * OPENING WIDTH MAY VARY DEPENDING ON SPACE CONSTRAINTS ON LOCATION NTS SKYLIGHT FRAMING DETAIL52x2 SKYLIGHT VAULTED OR FLAT CLG. SIMILAR R-19 INSUL. (TYP) 6'-0" OPENING MIN. 1 FT. 9 0 ° 2x6 CURB 22 12" x 70 12" R.O. 6x2 SKY LIGHT SEALER TAPE BETWEEN CURB AND ER FOR WB ATTACH EACH END OF SKYLIGHTE (TYP)YP)(TY 2x4 AT VAULT LINE BETWEEN TRUSSES TRUSSES CONTINUE THROUGH OPENING - WRAP W/ GWB 12" GWB GWB BACKING AS REQUIRED 2x4 BLOCKING BETWEEN TRUSSES TYP)2x4 BLOCKINGN BETWEEN TRUSSES 2x FRAMING (TYP) NTS SKYLIGHT FRAMING DETAIL62x6 SKYLIGHT VAULTED OR FLAT CLG. SIMILAR R-19 INSU (TYP SEDDEDSESESES2x NAILER Fx NAILER GWB ATGWB A ENESE USSE NOT U S E OOO SE OOOOOOOOOOOOOOO SESSESSSESESSEE OT U Ox4 BLOCKINGOCKIN BETWEENBETWEEN RUSSESRUSSES OOOOOOOOOOOOOOOOOO GWB TUTO SESOOOOOOOOOOOOOSESESESESESESESESESEEESESESESESE NOT U S E DUSE NOTO SE OOOTOTOOOOTOTOT USOTOTOOOOTOTOTOTOOOUSESOTOTOTOTOTUS NOTOTOT USUSUSOTOTTOTOTOTOTOTOTSUSSUSSSUSUSUSEDUNOT U SSSSUUUUUUUUUTUU ER T BETWEEN ETWEEN SKY LIGHTKY LIGHT 2x NAILER FAILER GWB AGWB ESEESOTOTOTOTOTOTOTOTOTOTOTOOOTTTUUUUUUUSUSSSS x4 BLOCKINGx4 BLOCKING VAULT LINEVAULT LIN WEENWE OOOOOOOOOOOOOOO UUUUUUUUUUT UTUU FLASHING (TYFLASHING (TSESSOT U S OT USSUSUUUSSSSUUUUUUUUUUUUSSSSSSUUUUUUUUOTOTOTOOTOTOTOTOT NSUL. (TYP)(SSSESESOOOOOOOOSSSSSESESSESESSS POST SIZE PER PLAN WRAPPED W/ FIBER CEMENT LAP SIDING NTS STANDARD POST8DETAIL 3 4 X 5 12 FIBER CEMENT BOARD TRIM BEAM SIZE PER PLAN WRAPPED W/ FIBER CEMENT LAP SIDING 3 4 X 5 12 FIBER CEMENT BOARD TRIM 1" MIN CLEARANCE FROM TRIM TO PORCH FLOOR NTS STONE WRAP POST (OPT)()9 DETAIL CULTURED STONE STONE CAP POST PER PLAN. (IF USING 4X4 OR 4X6, FIR OUT POST TO 6X6). WRAPPED W/ FIBER CEMENT LAP SIDING 20" MI N . 3 ' - 0 " BO T T O M O F S T O N E CA P T O F L O O R METAL FLASHING 3 4 x 5 12 FIBER CEMENT BOARD (ISO VIEW) (SECTIONAL VIEWS) 5 1 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 EXT. CORNER DETAIL3TYPICAL 2x6 DOUBLE TOP PLATE R-10 RIGID INSUL. 2x NAILER DRYWALL 4x HEADER U.N.O. EXT. SHEATHING NTS INSUL. HEADER DETAIL2TYPICAL INSULATION CONT. BEHIND "T" WALLS 2x4 STUD (INTERIOR WALL) 2x6 DRYWALL BACKER 2x6 STUDS @ 16" O.C. EXTERIOR WALLS NTS INTERIOR WALL DETAIL4TYPICAL 1'-4" TRUSS TAILS NTS SOFFIT VENT DETAIL12" CONT. VENT LP SOFFIT 2" CONT. SOFFIT 2" PLAN ST PER PLANNOT U S E D EDSEDEDSESESSSESESESESSESUSUUSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSUUUUUUUUUUUUUUUUSSSSSSSSSSSSSSSSEEEESESESSESSSSSSSSS S SSSUUUSSSSSSSSSSSSSUSUSUSSFFIT VENTT VETU1x21UUUUU BEAM PER PLABEAM PER PLA USUSUSUUSUS POST PPOST P HILINE HOMES 11306 62ND AVENUE PUYALLUP WA, 98373 (253) 770-2244 ext. 129 C US T O ME R : S IT E A D D R E S S : © c op y ri g ht H i L i n e H o m e s ww w . Hi L i n e H om e s .co m DE T A I L S AR C HI T E C T U RA L A4 PLAN: DATE: JOB#: PA R C EL # 1003-1585 10/28/20 1248R AL F R E D & S U S A N LA T H A M 47 0 D H A R M A R D . C HI M A C U M , W A 9 8 3 2 5 (36 0 ) 8 2 1 - 1 3 2 3 25 1 K E N N E D Y R D . P O RT H A D L O CK , W A 9 8 3 3 9 9 0 1 0 3 3 0 0 7 R EV I S I O N S : ## 6' - 1 0 5 8 "8' - 1 1 8 "5' - 0 " HEADER PER PLAN 2x6 JACK STUD 5'-6" NTS DOOR W/ 1 SIDE LIGHT1 2x TU 3'-2" 4" 2'-0" 1" FILLEREER 3'-2" 4" 2'-0" 5'-6" HEADER PER PLAN 6' - 1 0 5 8 " 3" 1' - 0 " (2) 2x6 LAID FLAT 9' - 1 1 8 " 5' - 0 " " 5'-6" 1" FILLER 2x6 JACK STUD NTS DOOR W/ 1 SIDE LIGHT2OPTIONAL TRANSOM x TU EE " R 3 )22x66LLAID6L2x6x)2(2 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 " MI N . LOCATE WATER HEATER 18" ABOVE FINISHED FLOOR OR ABOVE BFE, WHICHEVER IS HIGHER NTS WATER HEATER STRAPPING3M1307.2 SECURE BASE TO WALL 1/ 3 1/ 3 1/ 3STRAPPING 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) HO T CO L D HILINE HOMES 11306 62ND AVENUE PUYALLUP WA, 98373 (253) 770-2244 ext. 129 C US T O ME R : S IT E A D D R E S S : © c op y ri g ht H i L i n e H o m e s ww w . Hi L i n e H om e s .co m DE T A I L S AR C HI T E C T U RA L A4-1 PLAN: DATE: JOB#: PA R C EL # 1003-1585 10/28/20 1248R AL F R E D & S U S A N LA T H A M 47 0 D H A R M A R D . C HI M A C U M , W A 9 8 3 2 5 (36 0 ) 8 2 1 - 1 3 2 3 25 1 K E N N E D Y R D . P O RT H A D L O CK , W A 9 8 3 3 9 9 0 1 0 3 3 0 0 7 R EV I S I O N S : ## 2' - 6 " 1'-0" 1' - 0 " 2'-0" 3' - 0 " 1' - 6 " 1'-3"1'-3" 1' - 0 " 3'-0" 1' - 6 " NTS KITCHEN1 NTS KITCHEN2 6"6" 1'-6"2'-6"2'-0" 3'-2" REF. 1'-0"3'-0" SINKIN BASEAS 6" 1'-3"5'-3" 1'-0"1'-3" FILLER 2'-0" DW 3" 1'-6" 3'-6" NTS BATH4 3' - 0 " 2' - 6 " 1'-0" 1' - 0 " 2'-0" 3' - 0 " 1' - 6 " RANGE HOOD 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. 2'-6" RANGE 4'-0" NTS KITCHEN3 HILINE HOMES 11306 62ND AVENUE PUYALLUP WA, 98373 (253) 770-2244 ext. 129 C US T O ME R : S IT E A D D R E S S : © c op y ri g ht H i L i n e H o m e s ww w . Hi L i n e H om e s .co m DE T A I L S C AB I N E T A5 PLAN: DATE: JOB#: PA R C EL # 1003-1585 10/28/20 1248R AL F R E D & S U S A N LA T H A M 47 0 D H A R M A R D . C HI M A C U M , W A 9 8 3 2 5 (36 0 ) 8 2 1 - 1 3 2 3 25 1 K E N N E D Y R D . P O RT H A D L O CK , W A 9 8 3 3 9 9 0 1 0 3 3 0 0 7 R EV I S I O N S : ## MA X . 4 F T . UN B A L A N C E D BA C K F I L L FT U F F U U FT T F F 4 4 4 A BA A I A N L U D A K 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 212" 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 212" 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. MA X . 6 F T . CR I P P L E W A L L RIM BOARD OPTION NTS STEPPED FOUNDATION / CRIPPLE WALL1SHEAR TRANSFER TO PRESCTIPTIVE FOUNDATION 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 212" 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 S T E P P E D P P P D WA L L S 2x P.T. MUD SILLSPLICE PLATES W/ 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 212" 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 C US T O ME R : S IT E A D D R E S S : © c op y ri g ht H i L i n e H o m e s ww w . Hi L i n e H om e s .co m S HE A R D E T A I L S TA L L F OU ND A T I ON A6 PLAN: DATE: JOB#: PA R C EL # 1003-1585 10/28/20 1248R AL F R E D & S U S A N LA T H A M 47 0 D H A R M A R D . C HI M A C U M , W A 9 8 3 2 5 (36 0 ) 8 2 1 - 1 3 2 3 25 1 K E N N E D Y R D . P O RT H A D L O CK , W A 9 8 3 3 9 9 0 1 0 3 3 0 0 7 R EV I S I O N S : ## FOUNDATION PLAN 1/8" = 1'-0" FOUNDATION VENTILATION TOTAL AREA =1248 FT² = 179,712 IN² TOTAL VENTILATION REQUIRED (1/300)=599 IN² VENTALATION OPENINGS =8" X 16" ASSUMED NFA =72 IN² TOTAL VENTS REQUIRED =8 VENTS TOTAL VENTS PROVIDED =9 VENTS TOTAL VENTILATION PROVIDED =648 IN² ATTENTION = "SIMPSON" STHD10 HOLDOWN SEE DETAIL 5 ON SHEET S6. (TOTAL = 4) = "SIMPSON" STHD14 HOLDOWN SEE DETAIL 3 ON SHEET S6. (TOTAL = 2) B A = 18"X24" INSULATED CRAWL ACCESS W/ WEATHERSTRIPPING LEGEND C JOISTS @ 19.2" O.C.O@S9-1/2" "I" 29 S46POST TO PIER CONN. 2'-10" 16'-3" ROUGH OPENING2'-11" 19 ' - 1 1 " 22'-0" 4" CONC. SLAB ON COMPACTED GRAVEL FILL. SLOPE SLAB DN. 2" TO DOOR. 2' - 1 0 " 2' - 0 " 31'-11" 41 ' - 1 1 " 14 ' - 6 3 4 " 9' - 7 " 6' - 2 1 2 " 11 ' - 6 3 4 " STOOP BY OWNER MAX. 7 3 4" RISE, MIN. 36" SQUARE (IRC, R311.3) STOOP BY OWNER MAX. 7 3 4" RISE, MIN. 36" SQUARE (IRC, R311.3) 12'-10 716"12'-11 516"6'-0" 5' - 9 3 4 " 6' - 0 " 53'-11" B BBB 31'-11" AA AA2AA AA2AA 114" 24"Øx12" CONC. PIER W/ POS. CONN. W/ (3) #4 E/W START POINT 912" I-JOIST @ 19.2" O.C. JOISTS BEAR ON 2x4I PONY WALL OVER 12"x6"6ELWN CONTINUOUS FOOTINGTUN 16"x8" SCREENEDEESx FOUNDATIONOAU BLOCKOUT FOR MANDOOR DRYER VENT 6 MIL VISQUEENQ 6 VAPOR BARRIERROV THROUGHOUTHT CRAWL SPACE. LAPACW SPLICES 12" MIN.MS TOP FLANGE JOISTSNFT HANGER. MUDSILLD GH FLUSH TO INSIDESOSF 2'-0"0 OFFSETFE SOLIDO BLOCK ATLK OFFSETFE SOLIDOD BLOCK AT OFFSETFE 16 ' - 0 " 30"x30"x12" CONC. FTG. W/ (4) #4 E/W A/C PADA/C PAD 5S4S GARAGE FOUNDATION TYPICAL FOUNDATION 4S4S 22S4S4STYPICALLI PONYWALLA TYPICALPA CRAWL ACCESSCS 1S44S 30"x30"x12"0 0 2 CONC.O C FOOTING w/O w (4) #4 REBAR4B E.W.. 4' - 3 1 2 2 " 6' - 3 " 63 6 2 1 4 " 6" T Y P U. N . O . 12 " T Y P U. N . O . NMIN 24"x24"x12" CONC. FOOTING w/w (3) #4 REBARA E.W. 6x8 D.F.#2 BEAM - 29" WIDE FULL HEIGHT BLOCK OUT FOR EXT. CRAWL ACCESS HILINE HOMES11306 62ND AVENUEPUYALLUP WA, 98373(253) 770-2244 ext. 129 C US T O ME R : S IT E A D D R E S S : © c op y ri g ht H i L i n e H o m e s ww w . Hi L i n e H om e s .co m PL A N F O UN D A T I ON S1 12/3/2020 PLAN: DATE: JOB#: PA R C EL # 1003-1585 10/28/20 1248R AL F R E D & S U S A N LA T H A M 47 0 D H A R M A R D . C HI M A C U M , W A 9 8 3 2 5 (36 0 ) 8 2 1 - 1 3 2 3 25 1 K E N N E D Y R D . P O RT H A D L O CK , W A 9 8 3 3 9 9 0 1 0 3 3 0 0 7 R EV I S I O N S : ## 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. LEGEND = SHEARWALL SEGMENT = "SIMPSON" STHD10 HOLDOWN SEE DETAIL 5 ON SHEET S6. (TOTAL = 4) = "SIMPSON" STHD14 HOLDOWN SEE DETAIL 3 ON SHEET S6. (TOTAL = 2) B A D 3 2 A C 1 B LIVING KITCHEN DINING BATH UTIL OFFICE BDRM 2 GARAGE 3" EDGE NAILING S62 AA O.S.B ON GARAGE SIDE AA2AAAA2AA STOR. B BB BB MASTER SUITE HILINE HOMES11306 62ND AVENUEPUYALLUP WA, 98373(253) 770-2244 ext. 129 C US T O ME R : S IT E A D D R E S S : © c op y ri g ht H i L i n e H o m e s ww w . Hi L i n e H om e s .co m PL A N S HE A R W A L L S2 12/3/2020 PLAN: DATE: JOB#: PA R C EL # 1003-1585 10/28/20 1248R AL F R E D & S U S A N LA T H A M 47 0 D H A R M A R D . C HI M A C U M , W A 9 8 3 2 5 (36 0 ) 8 2 1 - 1 3 2 3 25 1 K E N N E D Y R D . P O RT H A D L O CK , W A 9 8 3 3 9 9 0 1 0 3 3 0 0 7 R EV I S I O N S : ## ROOF FRAMING PLAN 1/8" = 1'-0" 6" 4x 1 0 D . F . # 2 N L.P.PPLAIHIP R I D G E H .C . 24 " O . ES @ 2 @ PE T R U S S E P R . 2 E 2x8 D.F #2 RIDGEG2 P.E. MANUF. TRUSSES - 24" O.C.C4EUFMP DG F I TY P I C A L 12 " R I P P E D R O O F SH E A T H I N G A T G A B L E 222 88 DDD FFF ###222 RRRIDDDGGGGEEE22xxx888DDDFF###22 RRR DDGGGEEE222xxx88DDDFFF###2222 RRRIDDDGGGGEEE22xxx888DDD.FF ###22 RRR DDDGGGEE 512" x 9" G.L.B.G H I P R I D G E G E H I P TRUSS CONN. MST27 1 S3S3 AA2AAAA2AA SE 5:12 5:12 5:12 I.B.C. CASE 1 ROOF SHEATHING LAYOUT "SIMPSON" HURRICANE TIES H-2.5A UP TO 535# UPLIFT, H-10A UP TO 1015# UPLIFT. 2x4 LOOK- OUTS @ 48" O.C. "SIMPSON" HUCQ410-SDS "SIMPSON" BC46 CONNECTOR 4x6 POST TYP. ALIGN TRUSS W/ GARAGE WALLGARAE WALL PROVIDE FULL TRUSS AT EDGE OF HOUSE. FASTEN BOTTOM CHORD TO BLOCKING PANELS W/ 10d NAILS @ 12" O.C. - MIN. 2 NAILS PER PANEL. 12 VENTED BIRD BLOCKS ACROSS FRONT EAVE. MIDDLE 12 TRUSS BAYS 2x6 OVER-2 6 OVE FRAMING (3:S7)(3 S7) 6"6"6 34 ' R I D G E V E N T I N G T R 16' RIDGE VENTINGTTVV 312" x 1312" GLB BEAM POCKET (1:S7) DDDD S5S55 GARAGE TOGA HOUSE CONN.CU 5:2 H I H I I P I P F F S54 DRAG TRUSS CONNECTION DRAG TRUSS 2200# 6"6 A DRAG TRUSS 1000# 4x 8 D . F . # 2 D 2 4x 8 D . F . # 2 8 # . 4x 8 D . F . # 2 # 4x8 D . F . # 2 8 D 2 2 4x8 D.F. #2D2 4x8 D.F. #2F#x 2x6 D.F. #22 2x6 D.F. #2#2x6 D.F. #2F 2x6 D.F. #22 4x 8 D . F . # 2 4 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/ WEATHERSTRIPPINGA = INTERIOR LOAD BEARING WALL REENTRANTNTR CORNERNC (2:S7)( BEAM POCKET (1:S7) 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 * VALUE REFLECTS DEDUCTION FOR SCREEN HOUSE TOTAL ATTIC AREA =1,334 SQ.FT.=192,096 IN² TOTAL VENTILATION REQUIRED 1/300 =640 IN² TOTAL EAVE VENT(S) BLOCKS =44 =374 IN² TOTAL EAVE VENT (CONT. SOFFIT)=0 FT =0 IN² TOTAL DECK VENT (INTAKE)=0 =0 IN² TOTAL RIDGE VENT =34 FT =374 IN² TOTAL VENTILATION PROVIDED =748 IN² PERCENTAGE OF EXHAUST TO TOTAL =50% GARAGE TOTAL ATTIC AREA=440 SQ.FT.=63,360 IN² TOTAL VENTILATION REQUIRED 1/300 =211 IN² TOTAL EAVE VENT(S) BLOCKS =22 =187.22 IN² TOTAL DECK VENT (INTAKE)=0 FT =0 IN² TOTAL RIDGE VENT =16 FT =176 IN² TOTAL VENTILATION PROVIDED =363 IN² PERCENTAGE OF EXHAUST TO TOTAL =48% 3 1 2 " x 7 x x 1 2 " G . L . B . G DBL 2x422DDDBBBLLL2222444DDDBBBLL222xxx44DDDBBBLLL222xx444DDDBBBLL222xxx44 RIDGERGGRRRRIDDDGGGEEERRRRIDDDGGGGEEERRRIDDDGGGGEEERRRIDDDGGGGEEE POSTPOSTPPPOOOOSSSTTTTTPPPOOOOSSSTTTPPPPOOOOSSSSTTTTTPPPOOOOSSSTTT 2x 6 D . F . # 2 D 14" SOLAR TUBE ℄ OF STRAP ℄ OF STRAP SECTION VIEW PLAN VIEW NTS TRUSS CONNECTION DETAIL1MST27 STRAP 2 PLY TRUSS OR #2 DF 2x SCAB X 6' LONG NAILED TO SIDE OF TRUSS W/ (2) ROWS 10d NAILS @ 6" O.C. SIMPSON MST27 STRAP - FILL ALL NAIL HOLES W/ 10d X 1 12" NAILS PERPENDICULAR 2x STUD WALL NOTE: NAIL STRAP TO DOUBLE TOP PLATE PRIOR TO INSTALLING TRUSSES SHEARWALL - SEE PLAN ROOF TRUSS 2x SCAB OR 2 PLY TRUSS STRAP ROOF TRUSS DOUBLE TOP PLATE ALIGN TRUSS WITH WALL INTERSECTION ROOF TRUSS DBL TOP PLATE HILINE HOMES11306 62ND AVENUEPUYALLUP WA, 98373(253) 770-2244 ext. 129 C US T O ME R : S IT E A D D R E S S : © c op y ri g ht H i L i n e H o m e s ww w . Hi L i n e H om e s .co m PL A N RO O F F R A M I N G S3 12/3/2020 PLAN: DATE: JOB#: PA R C EL # 1003-1585 10/28/20 1248R AL F R E D & S U S A N LA T H A M 47 0 D H A R M A R D . C HI M A C U M , W A 9 8 3 2 5 (36 0 ) 8 2 1 - 1 3 2 3 25 1 K E N N E D Y R D . P O RT H A D L O CK , W A 9 8 3 3 9 9 0 1 0 3 3 0 0 7 R EV I S I O N S : ## 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 12" ANCHOR BOLTS W/ STD WASHER @ 6' O.C. (IN SDC D0, D1. D2 USE 14" x 3" x 3" PLATE WASHER NTS PONY WALL DETAIL2TYPICAL 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 716" 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. POST PER PLAN NTS POST TO PIER CONN.6 "SIMPSON" ABU W/ TITEN 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. 3" SLOPE GRADEGADEGRA -0"0"6" IN 10'0 - 6" M I N . 12 " M I N . 18 " M I N . 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. 6" 6"6 USE (1) #4 CONT. REBAR IN FOOTING 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 FOUNDATION DETAIL4MAX. 4'-6" WALL, MAX. 4'-0" BACKFILL PRESCRIPTIVE FOUNDATION 12" REBAR REQUIREMENTS: x USE (1) #4 HORIZ. BAR WITHIN 12" OF TOP OF STEM WALL. x 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. 3" SLOPE GRADEGDEGRA 6" IN 10'-0"0"0 - 6" M I N . 6" *FOOTING WIDTHS MAY VARY. SEE SHEET S1 FOR FOOTING SIZES. 12 " M I N . 6"6 NTS GARAGE FOUNDATION DETAIL5MAX. 4'-6" WALL, MAX. 4'-0" BACKFILL PRESCRIPTIVE FOUNDATION 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) USE (1) #4 CONT. REBAR IN FOOTING REBAR REQUIREMENTS: x USE (1) #4 HORIZ. BAR WITHIN 12" OF TOP OF STEM WALL. x 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) 12"12" TRIMMER PONYWALL JOISTS @ 19.2" O.C. U.N.O.CONTINUOUS 2x4 PLATES BUILT UP HEADER FOOTING 2'-0" MIN. A 16 " M I N . NTS CRAWL ACCESS DETAIL1TYPICAL NAIL PLATES TOGETHER W/ 10d NAILS @ 8" O.C. NAIL PLATES TOGETHER W/ 10d NAILS @ 8" O.C. NTS SILL CONNECTION3HUNG JOIST 2x MUDSILL TO HANG OVER FOUND. APPROXIMATELY 12". 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 HOMES11306 62ND AVENUEPUYALLUP WA, 98373(253) 770-2244 ext. 129 C US T O ME R : S IT E A D D R E S S : © c op y ri g ht H i L i n e H o m e s ww w . Hi L i n e H om e s .co m DE T A I L S S TR U C T U R A L S4 12/3/2020 PLAN: DATE: JOB#: PA R C EL # 1003-1585 10/28/20 1248R AL F R E D & S U S A N LA T H A M 47 0 D H A R M A R D . C HI M A C U M , W A 9 8 3 2 5 (36 0 ) 8 2 1 - 1 3 2 3 25 1 K E N N E D Y R D . P O RT H A D L O CK , W A 9 8 3 3 9 9 0 1 0 3 3 0 0 7 R EV I S I O N S : ## 2x6 DOUBLE TOP PLATE INSULATION 2x6 FLAT DRYWALL EXT. SHEATHING NTS GABLE END HEADER DETAIL3TYPICAL 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" 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. INSULATION PER SHEET A2 W/ ( TRUSS TAIL VENT BLOCKING - ROOF DIAPHRAGM EDGEEGEDE SOFFIT PLYWOOD (WHEN USED) OSB ROOF SHEATHING PER PLANSPLIT SEAM BETWEEN ROOF SHEATHING AND SOFFIT PLYWOOD ONN BLOCKING. NAIL EDGESOCCKNGNA TO BLOCKING W/ 8d NAILS @ 6" O.C. 1 GARAGE / HOUSE SEPARATION WALL NTSJOISTS 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. NTS SHEAR TRANSFER4DRAG TRUSS CONNECTION NAIL ROOF SHEATHING TO TRUSS W/ 8d NAILS @ 6" O.C. DRAG TRUSS TOP CHORD BOTTOM CHORD FASTEN BOTTOM CHORD TO 2x8 BLOCKING W/ 10d NAILS @ 8" O.C. 2x BLOCKING BETWEEN TRUSSES - FASTEN TO TOP PLATE W/ 10d NAILS @ 8" O.C. OR SIMPSON A35 @ 24" O.C. NTS GARAGE-HOUSE CONN.5 DRAG TRUSS PER PLAN GARAGE WALL SIMPSON A35 CONN. @ 24" O.C. (INSTALL PER MFR) 8d NAILS @ 6" O.C. TOP CHORD ROOF SHEATHING BOTTOM CHORD BEVELED SHEAR BLOCKING BETWEEN TRUSSES (CUT FROM 2X8) 8d NAILS @ 6" O.C. 10d NAILS @ 8" O.C.HILINE HOMES11306 62ND AVENUEPUYALLUP WA, 98373(253) 770-2244 ext. 129 C US T O ME R : S IT E A D D R E S S : © c op y ri g ht H i L i n e H o m e s ww w . Hi L i n e H om e s .co m DE T A I L S S TR U C T U R A L S5 12/3/2020 PLAN: DATE: JOB#: PA R C EL # 1003-1585 10/28/20 1248R AL F R E D & S U S A N LA T H A M 47 0 D H A R M A R D . C HI M A C U M , W A 9 8 3 2 5 (36 0 ) 8 2 1 - 1 3 2 3 25 1 K E N N E D Y R D . P O RT H A D L O CK , W A 9 8 3 3 9 9 0 1 0 3 3 0 0 7 R EV I S I O N S : ## 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 EXTERIOR SHEARWALL1OVER PRESCRIPTIVE FOUNDATION WALL NTS SHEARWALL DETAIL3SIMPSON STHD14 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" STHD14 HOLDDOWN. ATTACH PER MFR. SPECS. P.T. MUDSILL #4 HORIZONTAL REBAR O.S.B. VERTICALLL BLOCKED PANELS 11112" 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 SHEARWALL DETAIL5SIMPSON STHD10 AT GARAGE 1112"NOT U S E D UT U T D D D D D D D DSESESSEESESESESESSSESESESESUUUU D T U U U UT U T U T T U U UT U D D D D D D D D D D D DED D D D U UT U T U T U U U UT U U U UT U T T T NTS SHEARWALL DETAIL4SIMPSON STHD10 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)SESESE E E E E E E E E E E E E E 2x STUDS @ 16" O.C.USUUUUU(2) 10d NAILS EA. STUD BAY T U UT U UT U U U "SIMPSON" STHD10 HOOTOTATTACH PER MFR. S OTOT T T P.T. MUDS N N NO #4 HORIZONTAL REBAR O.S.B. VERTICALLL BLOCKED PANELS 11112" 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 SHEARWALL DETAIL2OVER PRESCRIPTIVE FOUNDATION WALL O.S.B. STOOD UPRIGHT (OR) BLOCKED HILINE HOMES11306 62ND AVENUEPUYALLUP WA, 98373(253) 770-2244 ext. 129 C US T O ME R : S IT E A D D R E S S : © c op y ri g ht H i L i n e H o m e s ww w . Hi L i n e H om e s .co m DE T A I L S S TR U C T U R A L S6 12/3/2020 PLAN: DATE: JOB#: PA R C EL # 1003-1585 10/28/20 1248R AL F R E D & S U S A N LA T H A M 47 0 D H A R M A R D . C HI M A C U M , W A 9 8 3 2 5 (36 0 ) 8 2 1 - 1 3 2 3 25 1 K E N N E D Y R D . P O RT H A D L O CK , W A 9 8 3 3 9 9 0 1 0 3 3 0 0 7 R EV I S I O N S : ## L= 1 / 2 L= 1/2 SIMPSON MSTA24 STRAP W/ 10d NAILS U.N.O. ON PLAN (FILL ALL NAIL HOLES) DBL. TOP PLATE 2X FRAMED WALL NTS REENTRANT CORNER2MSTA STRAP BEAM P E R P L A N DBL TOP PLATES (2) KING STUDS DO NOT NOTCH BEAM (1) MSTA49 STRAP (1) MSTA30 STRAP (3) 2X JACK STUDS WITH FILLER NLAP NTS CORNER BEAM POCKET1 NTS OVER-FRAMING ON ROOF3DETAIL CONTINUOUS 2x VALLEY BOARD OVER ROOF SHEATHING E.N. AT SLEEPER (TYP) (2) SIMPSON RBC CLIPS NEAR SIDE AS REQ'D "SEE PLAN VIEW" VALLEY JACK RAFTER PER PLAN w/ (4) 10D TOE NAILS @ VALLEY BOARD PLAN VIEWSECTION VIEW CL ROOF TRUSS CONTINUOUS 2X VALLEY BOARDS FOR FULL BEARING (3) 16d NAILS AT EACH TRUSS TYPICAL 2x6 DF#2 @ 24" O.C. VALLEY JACK RAFTERS w/ (4) 10D TOE NAILS 9'-6" SPAN MAX (2) 2x's FOR FULL BEARING FOR SPANS GREATER THAN 9'-6" USE (2) 2x6 DF#2 VALLEY JACK RAFTERS w/ (4) 10D TOE NAILS & (2) SIMPSON RBC CLIPS @ VALLEY BOARD 13'-0 SPAN MAX NTS GIRDER TRUSS UPLIFT CONNECTIONS4*LGT CONNECTORS CAN BE INSTALLED ON INSIDE OR OUTSIDE OF WALL NOTES: 1- TIE DOWN PER PLAN/ 2- STUD TO MATCH GIRDER PLY'S SIMPSON VGT DOUBLE INSTALLATION W/ 2 HDU4 SIMPSON VGTR/L W/ HDU4 SIMPSON MGT W/ HDU4 SIMPSON HGT-3 W/ HTT22S 2 1 INSTALL 2 LBP 5 8" WASHERS ON TOP OF EA. CRESCENT WASHER (TOTAL OF 4 LBP 5 8" FOR WOOD INSTALLATION *SIMPSON LGT2 *SIMPSON LGT3 DRAG TRUSS CONNECTOR (DSC2&5) HILINE HOMES11306 62ND AVENUEPUYALLUP WA, 98373(253) 770-2244 ext. 129 C US T O ME R : S IT E A D D R E S S : © c op y ri g ht H i L i n e H o m e s ww w . Hi L i n e H om e s .co m DE T A I L S S TR U C T U R A L S7 12/3/2020 PLAN: DATE: JOB#: PA R C EL # 1003-1585 10/28/20 1248R AL F R E D & S U S A N LA T H A M 47 0 D H A R M A R D . C HI M A C U M , W A 9 8 3 2 5 (36 0 ) 8 2 1 - 1 3 2 3 25 1 K E N N E D Y R D . P O RT H A D L O CK , W A 9 8 3 3 9 9 0 1 0 3 3 0 0 7 R EV I S I O N S : ## 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 110 V. DUPLEX OUTLET 220 V. OUTLET TELEVISION OUTLET GROUND FAULT INTERRUPTERGFI EQUIPMENT CONNECTION SMOKE / CARBON MONOXIDE DET. TELEPHONE JACK SURFACE MNT. LIGHT EXHAUST FAN - V.T.O. RECESSED CAN LIGHTS WP ZONED ELEC. HEATER 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 #WALL SWITCH:3- THREE WAY 4- FOUR WAY D- DIMMER V- VACANCY SENSOR MECHANICAL VENTILATION x WHOLE HOUSE VENTILATION USING CONTINUOUSLY RUNNING EXHAUST FANS IN MASTER BATH AND GUEST BATH (SEE PLAN FOR CFM SETTING FOR EACH FAN). x 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. x IRC § M1507.3.4, TABLE M1507.3.3(1) = 22"X30" INSULATED ATTIC ACCESS W/ WEATHERSTRIPPING LEGEND A ELECTRICAL PLAN 1/8" = 1'-0" SD WP GFI WP SD SD SD / C O GFISSS GFI 110v CLG OUTLET G D G TK DUCTLESS HEAT PUMP AA PANASONIC WHISPERGREEN FV-05-11VKS1. - MIN SETTING 30 CFM CONT. (VARIABLE TO A MAX OF 80 CFM) CFM1001001001000100000100010001000 CFM50 (2) PENDANT)(2) )T LIGHTSGG 14" SOLAR TUBE HILINE HOMES 11306 62ND AVENUE PUYALLUP WA, 98373 (253) 770-2244 ext. 129 C US T O ME R : S IT E A D D R E S S : © c op y ri g ht H i L i n e H o m e s ww w . Hi L i n e H om e s .co m PL A N EL E C T R I C A L E1